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SHUTTERSDate • • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Legal Description S c. .Cam Ai ‘,WC eejs Historically Designated: Yes No Owner/Lessee / Tenant 6 p Master Permit # Owner's Address 1 0 ),0e6 f 95 • Phone 7 / — 72 / Contracting Co. a el , . i YY QtIO bi) Address /6£0 CO 5 . 3 g° Qualifier f) - 5c o 6M4 vat SS #, / Phone 5 2 J ` S State # Municipal # Competency # C. i d A /To/ 3ns. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): t UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Ge/?/l d Square Ft. S 6q i Job Address /20 8 ,VEE 9 �� Tax Folio IF `) X6 ( WO 0 / X • it Date 0_ c Notary as to Ownerd/or C ondo President Date My Commission Expires: i/. �f 61/ Estimated Cost (value) l r, 6 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. OWNERS P 11i» W4 ' I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regu40,0L ,, -,and zoning. Furthermore, I authorize the above -named contrac work stated. FEES: PERMIT & 9.7 S C.C.F. / (.3" NOTARY ature ci €AntracterIIr Owr f- builder ? a ° #C 444555 ; 'ecfrg 9 � • .1 o Notary as to Contra t ►18 er ern u l d r My Commission Expires:y 14 q Date Date TOTAL DUE W. sZ APPROVED: Zoning Build V..;14? £ Electrical Mechanical Plumbing Engineering METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Metal Industries, Inc. 1660 W. 33 Place Hialeah FL 33012 56 5 aim DA o 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 Your application for Product Approval of: "Storm Guard" Aluminum 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 by: Applicant, along with Drawing No. 94-41, Sheets 1 thru 4 of 4. (For listing, see Section 8 of this Notice 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 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 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- 0821.07 (Revises No.: 94- 0711.02) Expires:08 /15/97 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /19/95 -1- Raul Rodfiguez Product Control Supervisor 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. s 10 anger, Director Building Code Compliance Dept. Metropolitan Dade County • Florida Metal Industries ACCEPTANCE NO.: 95 - 0821.07 1. DESCRIPTION 1.1 This approves an aluminum 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. 94 -41, Sheet 1 of 4, using 0.063" thick aluminum, 5052 -H32 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T5, "h" header, "u" header, 2 x 2 x 1/8 studded angles, a 1/8" thick 2.25" x 5.25" angle. 2.4 Tested specimen: Dimensions: 40" wide x 70" long overall 38 1/2" wide x 99" long overall 39" wide x 99" long overall 40" wide x 102" long overall 40" wide x 105" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel span (height) of: 3.1.1 8' -0" or 96" for wall mount, attached to wall using an "h" header at top; a studded angle and wing nut at bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.2 8' -9" or 105" for wall mount, attached to wall with studded angle and wing nut top and bottom. 3.1.3 7' -7 1/2" or 91 1/2" for inside mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.4 8' -6" or 102" for built -out mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom both attached to a 2" x 5" x 1/8" alum. angle, and a 1" x 1" x 1/16" steel tube reinforcement across the whole width at midspan. 3.2 Minimum separation to existing glass to protect shall be: Reinforcement required Panel span up to: Min. Separation to glass Design Load Alum. Strap ® 24" o.c. 1" x I" x 1/16" Steel Tube None 96" 105" 70" 2 " 2 1/2" 2 7/8" +50, -72 PSF +72, -72 PSF +58, -76 PSF 3.2.1 3.2.2 3.2.3 2 APPROVED : OCT 1 9 199E EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manu Perez, P.E. Plans E e, iner II Product Control Division Florida Metal Industries ACCEPTANCE NO.: 95 - 0821.07 APPROVED : ter 1 9 1995 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 70" in length shall be reinforced at midspan by either a 1" x 1" x 1/16" steel tube or 1.50" x 1/8" alum. strap depending on the separation from glass required and mounting conditions as shown on Section 3.2 and "Design Pressure Rating" Chart on Sheet 1 of 4, Dwg. No. 94 -41. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" header or angle at the head and to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c. @ the sill, which are anchored to the wall, using the tension anchors shown on Sections A -A and B - B, "Wall Mounts" Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.2 Direct Mount The panels are secured directly to the wall at head and sill using 1/4" x 7/8" Rawl Calk -in or Star Tampin embedded into concrete or masonry, spaced at 12" o.c., as shown on Section "Direct Mounts ", Sheet 3 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.3 Buildout Mount The panels are secured to a "U" header at the head, which is anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle used to provide the buildout, which is anchored to the wall; and at the sill to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., which is also anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle. The build -out angles are anchored to the wall as shown on Section D -D, Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.4 inside Mount The panels are secured inside a top track "U" Ceiling Mount Header at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" x 1/8" continuous studded aluminum Base Angle at the sill, using 1/4 " -20 machine bolt, wingnut and washer at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Section C -C, "Inside Mounts" Sheet 2 of 4, of Dwg. No. 94 -41, 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 Section "Installation Detail ", Sheet 4 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. (Sill condition uses a continuous P.T. 2 x 4 stud or a continuous 1" x 4" 1/8" alum. tube sill). 4.1.6 Any combination of the above. Manueerez, P.E. Plans Siminer II Product Control Division , Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED : OCT 1 9 1995 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. 94 -41, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 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: 1/8" x 1 1/2" aluminum straps OR 1" x 1" x 1/16" steel tube, 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. 94 -41, Sheet 1 thru 4 of 4, 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 revision supersedes Notice of Acceptance No. 94- 0711.02, dated 08/15/97. Manuel ' - - z, P.E. Plans '4 iner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70" SPAN) NO REINF. SATISFACTORY HETI 95- 439 Max. 2.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) POSITIVE +75.0 PSF HETI 95 -439 +57.7 PSF HETI 95 -439 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) NEGATIVE -99.0 PSF HETI 95 -439 -76.2 PSF HETI 95 -439 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (70" SPAN) NO REINF. +87.0 PSF HETI 95 -442 +58.0 PSF HETI 95 -442 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (70" SPAN) NO REINF. -114.0 PSF HETI 95-442 -76.0 PSF HETI 95 -442 • LARGE MISSILE IMPACT TEST SFBC PA 201 -94 w /reinforcing bars & bolts SATISFACTORY HETI 94 -417 - Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI 95 -417 +72.3 PSF HETI 95 -417 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI 95 -417 -72.3 PSF HETI 95 -292b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (99" SPAN) w/REINF. +108.00 PSF HETI 95 -422 +72.0 PSF HETI 95 -422 @ Design 0.847" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (99" SPAN) w/REINF. - 108.00 PSF HETI 95 -422 -72.0 PSF HETI 95 -422 DESIGN PRESSURE RATING For Design Load/ Panel Span /Separation from Glass vs. Reinforcement, see "Design Pressure Rating" Chart on Dwg. No. 94 -41, Sheet 1 of 4. Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 - 2c - RESULTS: APPROVED OCT 1 9 19P EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: Manuel ' ez, P.E. Plans E Product Control Division iner II • Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED : OCT 1 9 194s EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -442, dated April 19, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering and Testing, Inc., Report No. HETI -95 -422, dated February 17, 1995, 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 aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -417, dated February 13, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Hurricane Engineering and Testing , Inc.., Test Report No. HETI 95 -439 dated 06/09/95, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -41, Florida Metal Industries, Inc., "Storm Guard" Storm Panel, Sheets 1, 2, 3 and 4 of 4, prepared by Al- Farooq Corporation, dated 05/28/94, with complete revision dated 07/20/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 11/15/94, for Aluminum Alloy 5052 -H32 by Inespal Laminaciones with chemical composition and physical properties. 8.3.2 Tensile Test Reports from HETI, Project # HETI 94 -T68a and 94 -T68b dated 04/11/95 for Aluminum sample, tested per ASTM E8 -93, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Storm panel calculations prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., April 10, 1995. Manuel ' - -z, P.E. Plans Product Control Division iner II • Florida Metal Industries ACCEPTANCE NO.: 95 - 0821.07 APPROVED OCT 1 9 19O EXPIRES August 15. 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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 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 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 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. 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 36 of the South Florida Building Code. END OF THIS ACCEPTANCE -3- 44.. Manu• •erez,P.E.Plans Exa' Product Control Division er 11 *V W. . •, . L. ii. s(04 F[oRkI A I METAL 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 ID: ear rs `S 112— JOB ADDRESS: 0-0 9 /U e 9s SJ HAILING ADDRESS: CITY: l"1 14 Pn STATE: r, ZIP CODE: 56Xe 6xg3 13. 3k X z 14. ZD )'Vv 15. 3 6- 4 "3 1, 1. y0XQ0 2. .7 3. 3 X 5. -7 .)Xo 6. 3 & 7. 75X 5L- 8. Hi_X6y 9. // '-- X 6 y FLOOR PLAN If: DATE: 6 " / Z - f SALESMAN:. MATERIAL: PHONE / t MI ) PHONE It (F) 20. 7S 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. PHONE: (305) nz52Ati2 rA)4 (3n5) 5k0 -i1 bh ; , TOLL FHEE.14n0 -0f0 -4500 t;IIU1 ILn 36 .49:1 INDUSTRIES, d INC. 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 City of Miami Shores Frank Lubien, City Official 10050 NE 2nd Ave. Miami Shores, Fl. 33138 Dear Sire: We are the Dade County Notice of Acceptance Holder for the 5052 H -32 aluminum hurricane shutters under number 94- 0711.02 This letter authorizes Florida Metal Industries, Inc. to use our 6061 T -6 aluminum hurricane shutters approved under number 94- 0711.02 to be used for the following job: 3 op f lax Sincerely, A FLOR • METAL INDUSTRIES, INC. id J WY'lliams Produ on Manager June 29, 1995 i• 37- PHONE: (305) 828-2‘ . FAX (305) 828 -2182 TOLL FREE 1- 800 - 675 -4886 MANUFACTURERS OF Mora amid SHUTTER SYSTEMS • � W • • • • • • • R IT • •O - 1 • • • • • • • • tAIA/xig 175 Majorca Avenue To COT Coral Gables, FL 33134 ::AR= 1 J LENC I ; -� 1180 NE 97TH STREET ti; ". d I SHORES, FL 33138 DATE 05/23/02 DESCRIPTION UNITS ov PRICE • • • • • • DESC. SUB TOTAL TAX TOTAL PLEASE PAY LAST AMOUNT AMOUNT Yc Project R :iLErence: V/ ENCIA / SHOPE Ccp-- 11 1 l 1� 4.0 4: 3.2 7 es 11 X 17 8.0 4: 3.2 Conies 8.5X11 20.0 C •:\U' ORIG= 30X42 - 1 MA I RINT aa,iPr nt from Grigina 9.0 :ter : 2.4 8.5K11 i e:, 0. 3 Cot __ es 11 X 17 it_ 3.2 3 O OR IGIII JJS 24X36 - 2 .::-i:5 _ d 1 i'J l S ON BONE' Nax_i.Pr1 nt from Opaque Ori_g1 na Pi Up /Deli•iery Courier Sery ter #: 3 T'_;Giik you Very Much for the h Received By keis SETS 28.0 8.0 54. 1.0 usiness: 1`a Any Outstanding Balances that have been due for 30 days will accrue interest at the rate of 1.5% per month until fully paid. By accepting MaxiGraphic's services and /or goods, the client agrees to pay all costs & reasonable attomey's fee in the e ent any action is taken to recover monies due from the client NO. PAGE DUE DATE 5371q 1 05 I D# @ 0.250 @ 0.250 a 0.080 0.150 0.080'/Per C @ 0.250 /Per Copy is 0.150 @ 9.880 Phone: (305) 461 -5507 FAX: (305) 461 -5701 email: plotting @maxigraphics.com INVOICE NUMQEII SHIP TO: PAID CH C : .3T J0. /Per Copv /Per Cop /Per Copv /Sq. F /Sa. Ft. /Per Trip >.0L .i '.; .. t. ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK 3 — CONC.OLOCK,WOOD 6 — — A 6 D 6 4 — 6 — — E — 7 — — E — ANCHOR TYPE SPACI NG INCHES UPTO 45 PSF UPTO 72 PSF CONC BLOCK WOOD CONC. BLOCK WOOD A WOOD A 6 6 — 6 D 11 4 — 7 — — E — — 5 — — 3 ANCHOR TYPE SPACING INCHES ANCHOR UPTO 45 PSF UPTO 72 PSF TYPE C ONC BLK,W000 OC BLOCK 4 C BLOC WOOD A 6 6 — 6 6 — 12 6 6 — 6 6 9 �_ — — — 7 — 6 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC TYPE WOOD CONC. BLOCK 4 WOOD — A 12 7 — 12 D 12 10 — 12 6 — E — — 9 — — 6 ANCHOR TYPE SPACI NG INCHES ANCHOR UPTO 45 PSF UPTO 72 PSF TYPE CONC. BLACK 11 WOOD — 12 BLOCK 6 WOOD — A 12 D 12 12 — 12 9 — E — — 12 — — 10 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD A 12 10 — 1 6 6 5 — 8 3 — E — — 5 — — 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CO BLOCK WOOD 12 10 — 1 6 — D 12 12 — 12 9 — E — — T2 — — 7 3/4" MIN - GLASS FOR MIN. - SEPARA110N -+ FROM GLASS SEE SCH. SHEET 1 WALL MOUNTS 1/4" TYP MAX SPAN � 1 1/4" SECTION A —A REINFORCEMENT' SPAN ALUM STRAPS 96" 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER ® 12' O.C. (TYPICAL) 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 TYPICAL 1 FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.1 WALL MOUNTS ANCHORS— SAME AS HEADER •,; SECTION B —B ,r MAX SPAN 1 1/4" TYp - REINFORCEMENT NONE SPAN 105" 1/4 " - 20 x 3/4" STUDS W/ WING NUT & WASHER ® 12' O.C. 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 3Z4___ MIN. ANCHORS: EMBEDMENT do EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) INSIDE MOUNTS MAX SPAN Q ( j \ • •• •• SECTION C —C Ed ---■1 1/4 " -20 x 3/4' STUDS W/ WING NUT & WASHER 0 12" 0.C. o REINFORCEMENT SPAN ALUM STRAPS 91 -1/2 Ed — TYPICAL EDGE DISTANCE CONC. & BLACK — 12d (12 ANCHOR DIAMETERS) W000 a 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. 1/4 -20 X 1/2" BOLTS WITH NUTS ® 6" 0.C.i 2 X 3 X 1/8"_ 2 X 4 X 1/8' 2 X 5 X 1/8" ALUM ANGLE 1/4 -20 X 1/2" BOLTS WITH NUTS 0 6' 0.C. SECTION D —D ENGINEER: HUMAYOUN FAROOQ PE j 16557 SEP 995 BUILT —OUT CONDITION MAX SPAN REINFORCEMENT STEEL TUBE SPAN 102' PHOouCi CONTROL DIV.S.ON BUILD :NG CODE COMPLIANCE OFFICE 1CCEPTANCE NO C15 -CZ 21 • (57 X C1 c V 1 0 T z 0 0 3 S 1- APPROVED AS COMPLYING WITH THE 1 ' 1 SOUTH FLORIDA BUILDING CODE D.ATrOdlob> =R 1945: q 1 Wowing 77 94 -41 (sheet 2 of 4 ) ALUMINUM PANEL .063 THICK (5052 -H32) REINFORCEMENT REQUIRED PANEL SPAN UPTO MIN. SEPARATION FROM GLASS DESIGN LOAD ALUM STRAP 0 24' O.C. 96 2" +50, -72 PSF 1 X 1 X 1/16' STEEL TUBE 105" 2 -1/2" +72. -72 PSF NONE 70' 2 -7/8" +58. -76PSF FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULIIPLYING W11H THE FACTOR BELOW EDGE DIST. J12d- 3']IOd -2 - 1/21 8d -2' J6d- 1 -1/2" 5d -1 -1 4' FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3' EDGE DIST. SPACING - 1 0.C. (FROM TABLE) FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 3.50D 2.230 --.094 11 .094 t 2.000 .062 WALL MOUNT HEADER 6063 -T5 2.225 .094 2.000 x-.125 1 -+--- 2.000 --� BASE ANGLE 6063-15 1 CFIUNG MOUNT HEADER .. 6063 -T5 2.500 5 x N z 0 (1) z O 2.000 4.820 PANEL ALUMI NUM . 063 (5052 -H32) 1.180 (3) END CLOSURE ANGLE READ. ONLY ON BUILT -OUT CONDI110N CAT ns_TAII A CI-WFT '{ 12.000 15.500 TYPICAL ELEVATION( PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPUCABLE REINFORCEMENT AND ANCHORING DETAILS. TYPICAL ANCHORS ANCHOR® a 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLDCK ANCHOR QD - 1/4' RAWL CALK -IN , STAR 'TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (S.C.- 0.47) NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) TYPICAL EDGE DISTANCE IN WOOD - 1 -1/4" NO REDUCTION FACTOR IS REQUIRED i REINFORCEMENT SCH. SEE SHEET 2 & 3 n 11 n 11 11 1I L 11 11 11 11 n 11 II 11 11 11 11 II 11 1 11 11 1. tl 11 1 11 11 II d I1 11 1 11 11 II I� 1 11 11 11 11 11 11 11 2.000 L .125 5.000 2 X 3 X 2 X 4 X 1 2 X 5 X 1/8" BUILT -OUT ANGLES 6063 -T5 PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF EACH PANEL WITH THE FOLLOWING STATEMENT. FLORIDA METAL INDUSTRIES, INC. HIALEAH FL 'STORM GUARD' D' ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED' ATTN. BLDG. OFF1CWS DO NOT ACCEPT THIS DRAWING W/0 FLORIDA METAL INDUSTRI RAISED CORPORATE SEAL 1.000 r .062 TYP 1.000 STEEL TUBE ENGINE R: HUMAYOUN FAROOQ PE f 16557 5Ep2 J 1995 .125 1.500 ALUM STRAP 6063 -T6 PANEL REINFORCEMENTS GENERAL NOTES I . THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. • 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES, MIL/ DIY CI r ri%a. 1 jr ca /1/N iiv w,• 1 n 111 " "Lui vu i ' I I CONSTRUCTION MANUAL" LATEST EDITION. • 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T5. OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT TYPES OF ANCHORS MAY BE INTERCHANGED IN APPUCATION. 5. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -16. OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY. . 6. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION s L /30 OR 2 ". 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 9. EACH PANEI. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPUCABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCFTY. DESIGN PRESSURE RATING AP ?ROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATC 0610 1411 1 B mi l ! / `. " & S' PROOUCt CONTROL DIV.S.0 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09 - - Og 2 1.61 I, z t C 4- c" 0 0 4 0 CO 0 { 0 0 1 0 0 S 1 a a rowing no. 94 -41 sheet 1 of 4 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD D 12 12 - 12 12 - E - - 12 - - 12 REINFORCEMENT SPAN STEEL TUBE 99" NONE 70" ANCHORS SAME AS HEADER DIRECT MOUNTS MAX SPAN i a 1 -1/2 X 1/8" ALUM STRAP (6063) fi 0 24" 0.C. 1/4-20 X 3/4" STUDS WITH WINGNUT & WASHER ® LAP JOINTS 1/4-20 X 4" BOLTS 7 INTO JACKNUTS 12" r /I\ /\ A i PANEL REINFORCING DETAIL sE 1995 12" 1 X 1 X 1/16' STEEL TUBE ® MID SPAN 1/4" 0 ANCHORS ® 24 O.C. 4, 1 END CAP BUILT -OUT CONDfTION ENGINEER: HUMAYOUN FAR000 PE f 16557 2 X2X1/8" 2 X 3 X1 8" 2 X 4 X 1/8` ALUM. ANGLE FOR END CAP AS REQD. AT BUILT -OUT CONDfIIONS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 41 C-174) i.- PRODOCT CONTROL DIV.S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 "Og2I .6 O z ANCHOR TYPE SPACING INCH S UPTO 40 PSF • •• UPT 70 PSF gu (ri MOM UFA ME ®0 9 - 8 WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES W/ 1-1/2' MIN. PENETRATION TO EXISTING HEADER 1/4-20 X 1/2' BOLTS WITH NUTS 06'0.C. F I I r FASTENERS SEE SCHEDULES 2' X 4' CONT. W/ (2) 1/4' 0 X 5' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 105' MAX. DESIGN LOAD = 72 PSF OTHER CONDrT10NS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4' =1' 14 X 3/4' TEKS 0 12' O.C. 1' X 4' X 1J8' CONT. ALUM TUBE W/ (2) 1/4 0 X 4' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24' O.C. MIN. 2x1. MEMBERS (3) # 14 S.M.S. 0 EACH RAFTER 2 MIN. PENETRATION 3' MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105' MAX DESIGN LOAD = 65 PSF COUNTER TOP CONDf11ON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD = 70 PSF. 1/4' PLYWOOD EXISTING SOFFIT —1.500 1/4' -20 x 3/4" STUDS W/ WING NUT & WASHER O 12 0.C. yzmor A 3/4- 1 - 1/4' 4 7 x 3 x 1/8' ALUM. ANGLE . ' 1 -1 _ 1/4' THRU BOLT W/ 1 e 1 ENGINEER: HUMAYOUN FAROOQ APFROVED AS COMPLYING W:TH THE SOUTH FLORIDA BUILDING CODE DATROC:lb b -3 19s PRODUCT CONTROL DIV!SiON BUILDiNG CODE COMPLIANC OFFICE ACCEPTANCE NO C15" O 21.01 PE / 16557 SEY 'J 1995 vi c 0 o, ro v 1 C U o� 01 z 0 0 v z 2 U drawing no. 94 -41 sheet 4 of 4 ErN,in VEILACE BY • ■• • a • Aa....v 1 TO 7EfiERPI., Sa.TE A() COUNT': 7: :.'-`!...."fZi1 VfILAf.F i:I:s1! FOR ACCURAC‘: Er..45t: ' COD: As Popi 'tTJ.1).13." 101Z A.P.Ct7j, & SUS -;*- 4 C:^1"Ok 14'01;-: THE. tc.E, 0:: ALI. BUILDiNG r cF1LV iM Nrfiedi 6 co 0 Pt- ALUMINUM PANEL .063 THICK (5052 —H32) REINFORCEMENT REQUIRED PANEL SPAN UPTO MIN. SEPARATION FROM GLASS DESIGN LOAD ALUM STRAP 0 24" O.C. 96' 2' +50, -72 PSF 1 X 1 X 1/16' STEEL TUBE 105' 2 -1/2' +72. -72 PSF NONE 70' 2 -7/8' +58. -76PSF FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE ■ 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d ■3' od -2 -1 2 8d ■2" 6d -1 -1 2' 5d -1 -1 4" FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE FOR 3' EDGE DIST. SPACING - 12" 0.C. (FROM TABLE) FOR 2' EDGE DIST. SPACING 12 X .71 a 8.5 0.C. WALL MOUNT HEADER 6063 -T5 2.000 2.230 I --.094 .062 2.000 2.225 .094 CFIUNG MOUNT HEADER .. 6063 -T5 ..125 1 -+--- 2.000 --� BASE ANGLE 6063 -T5 2.500 2.000 12.000 15.500 PANEL ALUMINUM .063 (5052 -H32) END CLOSURE ANGLE REQD. ONLY ON BUILT -OUT CONDT110N SEE DETAIL A SHEET 3 �� IIII I II III 11 w ?d Z a O V7 xz C B A-- TYPICAL EDGE DISTANCE IN W000 - 1-1/4' NO REDUCTION FACTOR IS REQUIRED 4" TYP REINFORCEMENT 5 SEE SHEET 2 & TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPUCABLE REINFORCEMENT AND ANCHORING DETAILS. TYPICAL ANCHOR$ ANCHOR O- 1/4' TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1-1/4' EMBEDMENT TO BLDCK ANCHOR © 1/4' RAWL CALK -IN , STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR ©m #14 S.M.S. INTO WOOD, 1 -1/2' MIN. EMBEDMENT (S.G.■ 0.47) NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) 11 .1 t. II 11 t II If n 11 11 f n 1 n I' n 1 II If 1f 11 t If 1 If N 1' n if n u II h I II N .1 .7 n CH. 2.000 .125 5.000 2 X 3 X 1/8 2 X 4 X 1 /8' 2 X 5 X 1/8" BUILT —OUT ANGLES 6063 -T5 PRODUCT MARIUNG A LABEL SHALL BE AFFIXED AT BOTTOM OF EACH PANEL WITH THE FOLLOWING STATEMENT. FLORIDA METAL INDUSTRIES, INC. HIALEAH FL 'STORM GUARD' ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED" ATTN. BLDG. OFFICIALS DO NOT ACCEPT THIS DRAWING W/0 FLORIDA METAL INDUSTRI RAISIN CORPORATE SEAL 1.000 L 1.000 .062 TYP STEEL TUBE ENGINEER: HUMAYOUN FAROOQ PE } 16557 DESIGN PRESSURE RATING SEp 1995 PANEL REINFORCEMENTS ALUM STRAP 6063 —T6 GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL' LATEST EDMON. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T5, OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT TYPES OF ANCHORS MAY BE INTERCHANGED IN APPUCATION. 5. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY. . 6. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION L /30 OR 2 ". 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 9. EACH PANEL SHAD. HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPUCABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASED ON 110 MPH WIND VELOCITY. AP ?ROVED AS COMPLYING WITH THE SOUTH FFLORIDA • BUILDING CODE • OP.Tc Oz iT � - 1 PRO!OUCI CONTR01 DIV':S;01 1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9 082 0 Oa 0 ln * ' L .- z - c, 2 CS CD N 1 � M 01 ;Nlo 5 • rowing no. 94 -41 sheet 1 of 4 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF WOOD CONC BLOCK WOOD CONC. QJ ` OCK A 6 3 - 6 - - D 6 4 - 6 - - E - - 12 - - 10 ANCHOR TYPE SPACI NG I NCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD - CONC. 12 BLOCK 4 WOOD - A 12 7 D 12 TO - 12 6 - - 12 9 - E - - ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD A 1Z . 11 - 12 6 - D 12 12 - 12 9 - E - - 12 - - 10 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF W000, - CONC BLOCK W000 CONC. BLOCK A 10 3 - 6 - E 11 4 6 7 6 6 - E - 5 6 - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF WOOD CONC. BLOCK WOOD CONC. BLOCK A 6 6 - 6 6 - D 6 6 - 6 6 - E - - 6 - - 6 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC, BLACK WOOD A 6 3 - 7 - - 0 6 5 - 8 3 - E - - 5 - - 3 ANCHOR E SPACING INCHES UPTO 45 PSF UPTO 72 PSF WOOD CONC. 12 BLOCK 10 WOOD - CONC. 2 BLACK 6 - 12 2 9 - E - - 12 - 7 • 3/4' MIN FOR MIN. 1 SEPARATION FROM FROM GLASS SEE SCH. SHEET 1 GLASS WALL MOUNTS 1/4' TYP MA)C SPAN IRALUM EINFORCEMF S SPAN STRAP 1 /4" - J SECTION A -A 1/4' -20 x 3/4' STUDS W/ WING NUT & WASHER O 12' O.C. (TYPICAL) 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 TYPICAL ANCHORS J SAME AS HEADER I FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.1 WALL MOUNTS 4 11 SECTION B -@ 1/4" Typ REINFORCEMENT NONE SPAN 105" 1/4 " - x 3/4" STUDS W/ WING NUT & WASHER O 12' O.C. 2 x 2 x 1/8" ALUM. ANGLE 6063 -T5 1 3/4 MIN. 1YPICAL ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) INSIDE MOUNT$ e MAX SPAN SECTION C -C REINFORCEMENT SPAN ALUM STRAPS 91 -1/2 1/4' -20 x 3/4' STUDS W/ WING NUT & WASHER O 12' 0.C. Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) W000 a 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. 1/4 -20 X 1/2' BOLTS WITH NUTS 0 6" 0.C. 2X3X1/8'. 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS WITH_ NUTS 0 6' O.C. ENGINEER: HUMAYOUN FAROOQ PE f 16557 SEP 2 9 1995 BUILT -OUT CONDITION 1 MAX SPAN SECTION D -D REINFORCEMENT STEEL 7118E SPAN 102" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19 g 5 CUNTROL DIV.S ON BUILD :NG CODE COMPLIANCE OFFICE 1CCEPTANCE NO 95 -OR 21. d i 3 1 c 0 'C 0 O 'O 0 0 z 0 1. 0 3 N 0 Wowing no. 94 -41 sheet 2 of 4—) ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC BLOCK W00D CONC. 12 BLACK 12 WOOD - D 12 12 - E - - 12 - - 12 REINFORCEMENT SPAN STEEL TUBE 99" NONE 70" T MAX SPAN T DIRECT MOUNTS .v AIL AIL Ali 1 -1/2 X 1/8" ALUM STRAP (6063) _ ® 24" 0.C. 1/4-20 X 3/4" STUDS V,1Th W1NGNUT & WASHER ® LAP JOINTS 1/4-20 X 4" BOLTS INTO JACKNUT'i 12" 12" PANEL REINFORCING DETAIL SEp `4 0 1995 12' 12" t Y 1 Y 1 /1=0 CTCCI T IAC MID SPAN 1/4' 0 ANCHORS 0 24" O.C. DETAI A END CAP BUILT —OUT CONDMON ENGINEER: HUMAYOUN FAROOQ PE 1 16557 2 X 2 X 1 8" 2 X 3 X1 8" 2 X 4 X 1/8" ALUM. ANGLE FOR END CAP AS REQD. AT BUILT -OUT CONDMONS APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT •cTobEe. "MI - fROjuCT CONTROL DIV.S'ON BUILDING CODE CGMPLIANCE OFFICE ACCEPTANCE NO 9_5-082i .01 i c 0 co 0 v 0® 0 c 0 '5 I 0 0 � . C z 0 r a r- 8 8 0 draw ng no. 94-41 sheet 3 of 4 ) WOOD HEADER REQUIRED _FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO EXISTING HEADER 1/4-20 X 1/2" BOLTS WITH rNUTS 06'0.C. FASTENERS SEE SCHEDULES 2' X 4' CONT. W/ (2) 1/4" 0 X 5' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 105' MAX. DESIGN LOAD = 72 PSF OTHER CONDTIIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4" ■1" — 14 X 3/4' TEKS 0 12" O.C. 1' X 4' X 118' CONT. ALUM TUBE W/ (2) 1/4 0 X 4' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24" 0.C. MIN. 2xt MEMBERS (3) # 14 S.M.S. 0 EACH RAFTER 2'. MIN. PENETRATION 3' MIN. -1.500 HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105' MAX DESIGN LOAD = 65 PSF 1/4" PLYWOOD EXISTING SOFFIT 1/4' -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.C. /T..' 1-1/4' A. 3/4. 2 x 3 x 1/8" ALUM. ANGLE F MIN. a — 1/4' THRU BOLT W/ WASHER & NUT 0 6' 0.C. 1 -3/4" COUNTER TOP CONDMON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD 70 PSF. Lr ENGINEER: HUMAYOUN FAROOQ PE f 16557 SEN 1995 AFFd0VED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT f b� PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANC OFFICE .ACCEPTANCE NO u5 - O 2 1• O"7 z O O n 134 4 Uw M CD" M 0 aao m W ��N e-- It C1 03 14 3 In W V 2 v ( La.! 0 csj Cl_ O r') v rn rn r) Li O J . cD Q (O - C 0 0 0 :3 •0 r 0 s c z 0 0 U X m 0 0 0 drawing no. 94--41 sheet 4 of 4 SPACING INCHES ANCHOR UPTO 40 PSF UPTO 70 PSF TYPE T I:11sN4.•••(C.�ia IT•Z•17 •.. 1111M11111111111111711111 IEFIIIIMMIll I♦IIIM® - 9 11111=0 - - 8 WOOD HEADER REQUIRED _FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO EXISTING HEADER 1/4-20 X 1/2" BOLTS WITH rNUTS 06'0.C. FASTENERS SEE SCHEDULES 2' X 4' CONT. W/ (2) 1/4" 0 X 5' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 105' MAX. DESIGN LOAD = 72 PSF OTHER CONDTIIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4" ■1" — 14 X 3/4' TEKS 0 12" O.C. 1' X 4' X 118' CONT. ALUM TUBE W/ (2) 1/4 0 X 4' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24" 0.C. MIN. 2xt MEMBERS (3) # 14 S.M.S. 0 EACH RAFTER 2'. MIN. PENETRATION 3' MIN. -1.500 HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105' MAX DESIGN LOAD = 65 PSF 1/4" PLYWOOD EXISTING SOFFIT 1/4' -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.C. /T..' 1-1/4' A. 3/4. 2 x 3 x 1/8" ALUM. ANGLE F MIN. a — 1/4' THRU BOLT W/ WASHER & NUT 0 6' 0.C. 1 -3/4" COUNTER TOP CONDMON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD 70 PSF. Lr ENGINEER: HUMAYOUN FAROOQ PE f 16557 SEN 1995 AFFd0VED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT f b� PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANC OFFICE .ACCEPTANCE NO u5 - O 2 1• O"7 z O O n 134 4 Uw M CD" M 0 aao m W ��N e-- It C1 03 14 3 In W V 2 v ( La.! 0 csj Cl_ O r') v rn rn r) Li O J . cD Q (O - C 0 0 0 :3 •0 r 0 s c z 0 0 U X m 0 0 0 drawing no. 94--41 sheet 4 of 4 ALUMINUM PANEL na3 Twiny (SnF' -W191 REINFORCEMENT REQUIRED PANEL SPAN UPTO MIN. SEPARATION FROM GLASS DESIGN LOAD ALUM STRAP 0 24 O.C. 96" 2" +50. -72 PSF 1 X 1 X 1/16" STEEL TUBE 105" 2 -1/2" +72. -72 PSF NONE 70" 2 -7/8" +58. -76PSF FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING Willi THE FACTOR BELOW EDGE DIST. 1 '1I Od /2 8 0.71 - d Sd /4, FACTOR 1.00 0.86 1 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING - 12" O.C. (FROM TABLE) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 2.000 1 1.500 3.50D 1 1.000 2.000 2.230 1-0-.094 094 f --.062 2.000 WALL MOUNT HEADER 6063 -T5 2 094 x-.062 I CFIUNG MOUNT HEADER 6063 -T5 ►-.125 2.000 ANGLE 6063 -T5 1 2.500 2.000 4.820 A B C D A 1 1.180 (3) 12.000 15.500 PANEL ALUMINUM .063 (5052 -H32) 1• r f-• cr D B — r R END CLOSURE ANGLE REQD. ONLY ON BUILT -OUT CONDITION SEE DETAIL A SHEET 3 TYPICAL EDGE DISTANCE IN WOOD - 1 -1/4" NO REDUCTION FACTOR IS REQUIRED 24" TYP EINFORCEMENT S SEE SHEET 2 de 3 TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPUCABLE REINFORCEMENT AND ANCHORING DETAILS. TYP IPA! ON(:41fRC ANCHOR 000 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLDCK ANCHOR QD - 1/4- RAWL CALK -IN , STAR "TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR © = #14 S.M.S. INTO WOOD. 1 -1/2 MIN. EMBEDMENT (S.G.- 0.47) NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) 11 n 11 11 II II fl H N 11 11 11 11 11 11 1 n 11 u 1 If H II it if A 11 11 11 1 • H H H II 4 ______ n � l 11 n 2.000 .125 5.000 2 X 3 X 2 X 4 X 1 2 X 5 X 1/8" BUILT —OUT ANGLES 6063 -T5 PRODUCT MARKING A LABEL SHALL BE :AFFIXED AT BOTTOM OF EACH PANEL WITH THE FOLLOWING STATEMENT. FLORIDA METAL. INDUSTRIES, INC. HIALEAH FL 'STORM GUARD" ALUMINUTA STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED' ATTN. BLDG. OFFlCtAS DO NOT ACCEPT THIS DRAWING W/O RAISE FLORIDA CORPORATE SEAL. T ES 1.000 L 1.000 --1 .062 TYP STEEL TUBE ALUM STRAP 6063 -T6 PANEL REINFORCEMENTS GENERAL NOTES 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR AUUMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T5. OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT TYPES OF ANCHORS MAY BE INTERCHANGED IN APPUCATION. 5. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. . 6. THE DESIGN AT ANY GWEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE. 7• DESIGN CRITERIA FOR PANELS: MAX DEFLECTION L /30 OR 2 ". 8. ANCHORING OR LOADING CONDfT10NS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 9. EACH PANEL SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPUCABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASED ON 110 MPH WIND VELOCTIY. DESIGN PRESSURE RATING ENGINEER: HUMAYOUN FAROOQ PE t 16557 5E 2 U 1995 AP ?ROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATED a_ PRO!1UCI CONTROL DIV:S:01 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9- I.6/ Z 1 0 ANCHOR T SPACING INCHES UPTO 45 PSF UPTO 72 PSF WOOD - CONC. BLOCK WOOD CONC. 12 BLACK 6 A 12 11 - D 12 , 12 - 12 9 - E - - 12 - - 10 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF WOOD - CONC. BLOCK WOOD CONC. 6 BLOCK - A 6 3 - D 6 4 - 6 - - E - - 4 - - - ANCHOR TYPE SPACING INCHES UPTO CONC. 45 PSF BLOCK WOOD UPTO CONC. 12 72 PSF BLOCK 4 WOO D. - A 12 7 - 0 12 10 - 12 6 - 4 - 7 - - E - ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC,.$LOCK : • . WOOD CONC. BLOCK WOOD A 10 3 - 6 - - D 11 4 - 7 - - E - - 5 - - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF ., : • . ,O•• .. : •_. ,... A 6 6 - 6 6 - D 6 6 - 6 6 - E - - 6 - - 6 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF GONC. BLOCK WOOD CONC, BLACK WOOD 12 10 6! 5 6 - 12 12 - 12 9 - E - - 12 - - 7 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF • [ :1 ••. •• I .• . A 6! 5 8 3 E 5 I 1 3 4 3/4" MIN FOR MIN. -•--SEPARATION-0.- FROM GLASS SEE SCH. SHEET 1 GLASS WALL MOUNTS 1/4" TYP MAX SPAN 1K 1 /4 TYp -t SECTION A —A REINFORCEMENT( SPAN ALUM STRAPS I 96" 1/4 " - 20 x 3/4" STUDS W/ WING NUT & WASHER ® 12" O.C. (TYPICAL) 2 x 2 x 1/8 ALUM. ANGLE 6063 -T5 TYPICAL L FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.1 ANCHORS SAME AS HEADER 1 WALL MOUNTS 1/4" TYP 1 MAX SPAN SECTION B -13 1/4 NP -I REINFORCEMENT! SPAN NONE 105" 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER O 12" 0.C. 2 x 2 x 1/8" ALUM. ANGLE 6063 -T5 3 T( 1 ICAL J_ ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) 215112E-MOVIES MAX SPAN SECTION C —C REINFORCEMENT SPAN ALUM STRAPS 91 -1/2" 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER O 12" 0.C. 1 Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) W000 a 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. 1/4 - 20 X 1/2" BOLTS WITH NUTS 0 6" 0.C. 2 X 3 X 1/5' 2X 4X 1/8 2 X 5 X 1/8" ALUM ANGLE 1/4 -20 X 1/2" BOLTS WTTH NUTS 0 6" 0.C. ENGINEER: HUMAYOUN FAROOQ PE f 16557 SEP 2 9 1995 BUILT —OUT CONDITION MAX SPAN SECTION D —D REINFORCEMENT STEEL TUBE SPAN 102" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • (Mr C. n • R • 1995 PitODI,Ci CONTROL DIV.S ON BUILD :NG CODE COMPLIANCE OFFICE 1CCEPTANCE NO i5 --(Yg 21. C r1fl; 1111 I IP Ili 0 0 v .0 U z d w g • U _ 11 • x5 ri 0 L. La F - r) - -t ca - 1- 8 0 I l i ! draw ng no. ' 94 -41 sheet 2 of 4 ANCHOR TYPE SPACING INCHES UPTQ 45 PSF UPTO 72 PSF WOOD CONC. BLOCK WOOD CONC. BLOCK 12 D 12 12 - 12 E - - 12 - - 12 REINFORCEMENT SPAN STEEL TUBE 99 NONE 70 ANCHORS - SAME AS HEADER • DIRECT MOUNTS MAX SPAN i r 1 -1/2 X 1/8 ALUM STRAP (6063) - 24 0.C. 1/4-20 X 3/4 SPUDS WITH - WINGNUT & WASHER ® LAP JOINTS ell 11■ IL Alk AIL, AIL Al 1/4-20 X 4 BOLTS INTO JACKNUTS 12 12 PANEL REINFORCING DETAIL Li ENGINEER: HUMAYOUN FAROOQ PE # 16557 sE '4 01995 12 12 1 X 1 X 1/16 STEEL TUBE Co MID SPAN 1/4 0 ANCHORS O 24 0.C. DETAIL-A9 END CAP BUILT -OUT CONDITION 2 X 2 X 1/8 2 X 3 X1 8 2X4X 1/8 ALUM. ANGLE FOR END CAP AS REQD. AT BUILT -OUT CONDfT10NS APPROVED AS COMPLYING W TH THE SOUTH FLORIDA BUILDING CODE DAT 3r fRODUCT CONTROL DIV.S'ON BUILDING CODE CGMPL!ANCE OFFICE ACCEPTANCE NO 95--Og 2I £i1 11 r- Lidil i 1�a ;1 ;1111 1 0 0 0 1.. . 3 0 c< m • drawing no. 94 -41 O sheet 3 of 4 n \, \ 1 \ I111f' WOOD 0 24 REQU O.C. WOOD HEADER REQUIRED _ FASTENERS AS PER SCHEDULES W/ 1 -1/2 MIN. PENETRATION TO EXISTING HEADER 1/4-20 X 1/2' BOLTS WITH NUTS 0 6' O.C. FASTENERS SEE SCHEDULES 2' X 4' CONT. W/ (2) 1/4' 0 X 5' LAG SCREWS A EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD l 1 \ IISIII WOOD RGW 0.(,i INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 105' MAX. DESIGN LOAD = 72 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4'•1' _171 # 14 X 3/4' TEKS O 12' O.C. 1' X 4' X 1/8' CONT. ALUM TUBE W/ (2) 1/4 0 X 4' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE CONT. EXISTING WOOD TRUSSES A 24' 0.C. MIN. 2x4 MEMBERS (3) # 14 S.M.S. 0 EACH RAFTER 2 MIN. PENETRATION 3' MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105' MAX DESIGN LOAD = 65 PSF --trr 1 -1/4' 1/4' PLYWOOD EXISTING SOFFIT J 1/4' -20 x 3/4" STUDS W/ WING NUT 6c WASHER 0 12' 0.C. 3/4' x 3 x 1/8' ALUM. ANGLE — 1/4' THRU BOLT W/ WASHER & NUT 0 6' O.C. 1 -3/4° I MIN. COUNTER TOP CONDmON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD = 70 PSF. ENGINEER: HUMAYOUN FAR000 PE / 16557 SEP 1995 APE, 0VED AS COMPLYING WiTH THE SOUTH FLORIDA BUILDING CODE DATF b D 19 PRODUCT CONTROL DIV!S■ON BUILOiNG CODE CONIPLIANC OFFICE ACCEPTANCE NO GS - 0 a 2 ).6 7 a Of ( 9 0 z ) 0 0 0 H • O N 1- 1 T 0 0 drawing no. 94 -41 (sheet 4 of 4 SPACING I NCHES ANCHOR UPTD 40 PSF UPT• 70 PSF TYPE C47:141 : , i. i . • • • C•TTN1111117 T7 •,• • 11VM11iF111O - i`ItlO _ ®__ - oO0 n \, \ 1 \ I111f' WOOD 0 24 REQU O.C. WOOD HEADER REQUIRED _ FASTENERS AS PER SCHEDULES W/ 1 -1/2 MIN. PENETRATION TO EXISTING HEADER 1/4-20 X 1/2' BOLTS WITH NUTS 0 6' O.C. FASTENERS SEE SCHEDULES 2' X 4' CONT. W/ (2) 1/4' 0 X 5' LAG SCREWS A EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD l 1 \ IISIII WOOD RGW 0.(,i INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 105' MAX. DESIGN LOAD = 72 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4'•1' _171 # 14 X 3/4' TEKS O 12' O.C. 1' X 4' X 1/8' CONT. ALUM TUBE W/ (2) 1/4 0 X 4' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE CONT. EXISTING WOOD TRUSSES A 24' 0.C. MIN. 2x4 MEMBERS (3) # 14 S.M.S. 0 EACH RAFTER 2 MIN. PENETRATION 3' MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105' MAX DESIGN LOAD = 65 PSF --trr 1 -1/4' 1/4' PLYWOOD EXISTING SOFFIT J 1/4' -20 x 3/4" STUDS W/ WING NUT 6c WASHER 0 12' 0.C. 3/4' x 3 x 1/8' ALUM. ANGLE — 1/4' THRU BOLT W/ WASHER & NUT 0 6' O.C. 1 -3/4° I MIN. COUNTER TOP CONDmON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD = 70 PSF. ENGINEER: HUMAYOUN FAR000 PE / 16557 SEP 1995 APE, 0VED AS COMPLYING WiTH THE SOUTH FLORIDA BUILDING CODE DATF b D 19 PRODUCT CONTROL DIV!S■ON BUILOiNG CODE CONIPLIANC OFFICE ACCEPTANCE NO GS - 0 a 2 ).6 7 a Of ( 9 0 z ) 0 0 0 H • O N 1- 1 T 0 0 drawing no. 94 -41 (sheet 4 of 4 l Date Owner's Address Square Ft. FEES: PERMIT 8?..? RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /20 8 .VIE 9,3 S� , Tax Folio / ) / X �. 9 " 6 / Y - (// / 0 Legal Description c.S; c Z .155 A 4/'( 3 Y Owner/Lessee / Tenant CO pi 1910'i i 9 6 7 - r • D Contracting Co. ' i G`( • �1 eT Gu J i D 37 ry] 9I,IQ L� Address Qualifier (J - Sly -4 6n v 2 i Ss# Phone 6 4116/ I s. Co. ELECTRICAL PLUMBING �y / MECHANICAL '�j�� -� - �- R y OOFING PAVING FENCE SIGN c Estimated Cost (value) 6 U 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. is accurate and that all work will be done in compliance with all applicable above -named contra00011114tr work stated. op J. itz e ' Vpe4t N4, ature cIEOntractersr OwiVf- builder Date Sr. • • 8t; 444555 i. 1 o. i • r dp « i � �i9`•.2 ado ��� �lvt "�IjF I • � ° / � / ��ni L L :f� T Notary as to Contra ►t1 caner- Bu Date My Commission Expires: ryl ilalq TOTAL DUE ?/. sZ 5 Plumbing Engineering I NDU ST RIES, INC. tlf 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 City of Miami Shores Frank Lubien, City Official 10050 NE 2nd Ave. Miami Shores, F1. 33138 Sincerely, FLOR METAL .INDUSTRIES, INC. L-L id /J Williams Product on Manager n June 29, 1995 PHONE: (305) 828 -2282 FAX (305) 828 -2182 TOLL FREE 1- 800 - 675 -4886 MANUFACTURERS OF Storm Seattle SHUTTER SYSTEMS Dear Sire: We are the Dade County Notice of Acceptance Holder for the 5052 H -32 aluminum hurricane shutters under number 94- 0711.02 This letter authorizes Florida Metal Industries, Inc. to use our 6061 T -6 aluminum hurricane shutters approved under number 94- 0711.02 to be used for the following job: 3coo Ili, kL.tu. � z� 56yky s -76y1 13. 3Se X 14. 1..o y V a 15. 36.-/ 4 FE0RidA '. META INDUSTRIES, INC. 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 TUt ectrr S JUB ADDRESS: 0--0 S Ai NA ILIIIt3 ADDRESS: • C1TY : 1 14 e■-■ A11-4, STATE: ZIP CODE: FLOOR PLAN DATE: 6 SALESHANt. HAtERIALt PHONE ft (0) PHONE ft (F) IY / 20. 21. ns 22. 23. 24. 25. 26. 27. 28. 29. 30. ....■•■••• PHoNet(305)okibi 0)04 (305) 5ktiOjk ToariitE.14664th4tiliti ;•1:. SAAMOCItinEng OP ztonn :MUT ILII .. ......■■4■■■■•■■■■■■ ■■ 367 1. q0X 90 2. ,7.-7 x a 7 3 . S k 5 _7 4. Sir 5. "S 6. 3&X..( 7. 75 5L- 8. 9. y Cy METRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Metal Industries, Inc. 1660 W. 33 Place Hialeah FL 33012 Your application for Product Approval of: "Storm Guard" Aluminum 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 by: Applicant, along with Drawing No. 94-41, Sheets 1 thru 4 of 4. (For listing, see Section 8 of this Notice 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 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 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- 0821.07 (Revises No.: 94- 0711.02) Expires:08 /15/97 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /19/95 -1- 50 5Z £Im DA ot. 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 Raul Rodriguez Product Control Supervisor 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 Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 1. DESCRIPTION 1.1 This approves an aluminum 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. 94 -41, Sheet 1 of 4, using 0.063" thick aluminum, 5052 -H32 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T5, "h" header, "u" header, 2 x 2 x 1/8 studded angles, a 1/8" thick 2.25" x 5.25" angle. 2.4 Tested specimen: Dimensions: 40" wide x 70" long overall 38 1/2" wide x 99" long overall 39" wide x 99" long overall 40" wide x 102" long overall 40" wide x 105" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel span (height) of: 3.1.1 8' -0" or 96" for wall mount, attached to wall using an "h" header at top; a studded angle and wing nut at bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.2 8' -9" or 105" for wall mount, attached to wall with studded angle and wing nut top and bottom. 3.1.3 7' -7 1/2" or 91 1/2" for inside mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.4 8' -6" or 102" for built -out mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom both attached to a 2" x 5" x 1/8" alum. angle, and a 1" x 1" x 1/16" steel tube reinforcement across the whole width at midspan. 3.2 Minimum separation to existing glass to protect shall be: Reinforcement required Panel span up to: Min. Separation to glass Design Load Alum. Strap @ 24" o.c. I" x I" x 1/16" Steel Tube None 96" 105" 70" 2" 2 1/2" 2 7/8" +50, -72 PSF +72, -72 PSF +58_ -76 PSF 3.2.1 3.2.2 3.2.3 APPROVED : OCT 1 9 1995 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 Man Perez, P.E. Plans E : iner II Product Control Division Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS °CT19 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 70" in length shall be reinforced at midspan by either a 1" x 1" x 1/16" steel tube or 1.50" x 1/8" alum. strap depending on the separation from glass required and mounting conditions as shown on Section 3.2 and "Design Pressure Rating" Chart on Sheet 1 of 4, Dwg. No. 94 -41. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" header or angle at the head and to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c. @ the sill, which are anchored to the wall, using the tension anchors shown on Sections A -A and B -B, "Wall Mounts" Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.2 Direct Mount The panels are secured directly to the wall at head and sill using 1/4" x 7/8" Rawl Calk -in or Star Tampin embedded into concrete or masonry, spaced at 12" o.c., as shown on Section "Direct Mounts ", Sheet 3 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.3 Buildout Mount The panels are secured to a "U" header at the head, which is anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle used to provide the buildout, which is anchored to the wall; and at the sill to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., which is also anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle. The build -out angles are anchored to the wall as shown on Section D -D, Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.4 inside Mount The panels are secured inside a top track "U" Ceiling Mount Header at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" x 1/8" continuous studded aluminum Base Angle at the sill, using 1/4 " -20 machine bolt, wingnut and washer at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Section C -C, "Inside Mounts" Sheet 2 of 4, of Dwg. No. 94-41, 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 Section "Installation Detail ", Sheet 4 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. (Sill condition uses a continuous P.T. 2 x 4 stud or a continuous 1" x 4" 1/8" alum. tube sill). 4.1.6 Any combination of the above. Manueerez, P.E. Plans Iiminer II Product Control Division • Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED : OCT 1 9 1995 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. 94 -41, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 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: 1/8" x 1 1/2" aluminum straps OR 1" x 1" x 1/16" steel tube, across the whole width of the opening during periods of Hurricane warning. Product Control Division 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 -41, Sheet 1 thru 4 of 4, 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 revision supersedes Notice of Acceptance No. 94- 0711.02, dated 08/15/97. / i_- . ..��,_ /'i_ Manuel ' - - z, P.E. Plans '4 iner II Florida Metal Industries ACCEPTANCE NO.: 95 0821.07 APPROVED : 1 9 1 9OF EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: TEST LOAD TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70" SPAN) NO REINF. CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) POSITIVE YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) NEGATIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (70" SPAN) NO REINF. UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. (70" SPAN) NO REINF. LARGE MISSILE IMPACT TEST SFBC PA 201 -94 w /reinforcing bars & bolts YCLIC 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 POS. (99" SPAN) w/REINF. UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (99" SPAN) w/REINF. DESIGN PRESSURE RATING For Design Load/ Panel Span /Separation from lass vs. Reinforcement, see "Design Pressure Rating" Chart on Dwg. No. 94 -41, Sheet 1 of 4. SATISFACTORY HETI 95 -439 +75.0 PSF HETI 95 -439 -99.0 PSF HETI 95 -439 +87.0 PSF HETI 95 -442 -114.0 PSF HETI 95-442 SATISFACTORY HETI 94-417 +94.0 PSF HETI 95 -417 -94.0 PSF HETI 95 -417 +108.00 PSF HETI 95-422 - 108.00 PSF HETI 95 -422 DESIGN LOAD +57.7 PSF HETI 95-439 -76.2 PSF HETI 95 -439 +58.0 PSF HETI 95-442 -76.0 PSF HETI 95-442 +72.3 PSF HETI 95-417 -72.3 PSF HETI 95 -292b +72.0 PSF HETI 95-422 -72.0 PSF HETI 95 -422 Deflection Max. 2.88" - Max. 2.50" (a) Design 0.847" 2c - Manuel ' ez, P.E. Plans E iner II Product Control Division I NDU ST RIES, INC. 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 City of Miami Shores Frank Lubien, City Official 10050 NE 2nd Ave. Miami Shores, F1. 33138 Dear Sirs: We are the Dade County Notice of Acceptance Holder for the 5052 H -32 aluminum hurricane shutters under number 94- 0711.02 This letter authorizes Florida Metal Industries, Inc. to use our 6061 T -6 aluminum hurricane shutters approved under number 94- 0711.02 to be used for the following job: 3o � ia.,(A 9c.' 14t (ti 3m'o Sincerely, FLOR i METAL INDUSTRIES, INC. id /J Produkt lliams on Manager June 29, 1995 n + PHONE: (305) 828 - 2282 FAX (305) 828 -2182 TOLL FREE 1- 800 - 675 -4886 MANUFACTURERS OF Venn ® SHUTTER SYSTEMS F1.011.1dA METAL INDUSTRIES, INC. 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 TUt eCcr- 1 .4VIR.46A_ SIO JOB ADDRESS: 1 )--O 95 Sis HAILING ADDRESS.: CITY MI4e),:latt11., STATE: ZIP CODE: L- FLOOR PLAN JP - 73 - DATE: SALESMAN NAtERIALI PHONE Os (0) PHONE ft (F) 1 PHoNE: (sos) 0.67211ii Ot4 ( TOLL ... . IAAUNCIURE11.1 oP Ste ..■•■•••■• ■•■•• ::11U111.11 SCg 1. 1 /0/ 90 xte 2. ;-7 xi 7 3• S '- 1 y -ci 4. 3 fi X 5 3 5. -2 ,Y)(5' 0 20. 7 r 57 6. 3 &XJ 21. /7 .3 k I e/ 7. 7 5 X 51- 22. 8. Hi_ x 6Y 23. 9. in-y cy 24. ff 39' 25. . . s yx yo 26. V. 76 )(493 27. 13. _3 k X 5 7. - 28. 14. 2.0 X ti v 29. 15. 3 6- 4-3 30. METRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Metal Industries, Inc. 1660 W. 33 Place Hialeah FL 33012 Acceptance No.:95- 0821.07 (Revises No.: 94- 0711.02) Expires:08 /15/97 CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /19/95 -1- 5 tairn Dof 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 Your application for Product Approval of: "Storm Guard" Aluminum 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 by: Applicant, along with Drawing No. 94-41, Sheets 1 thru 4 of 4. (For listing, see Section 8 of this Notice 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.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 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. Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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 Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 3.2.1 3.2.2 3.2.3 APPROVED : OCT 1 9 199 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum 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. 94 -41, Sheet 1 of 4, using 0.063" thick aluminum, 5052 -H32 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T5, "h" header, "u" header, 2 x 2 x 1/8 studded angles, a 1/8" thick 2.25" x 5.25" angle. 2.4 Tested specimen: Dimensions: 40" wide x 70" long overall 38 1/2" wide x 99" long overall 39" wide x 99" long overall 40" wide x 102" long overall 40" wide x 105" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel span (height) of: 3.1.1 8' -0" or 96" for wall mount, attached to wall using an "h" header at top; a studded angle and wing nut at bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.2 8' -9" or 105" for wall mount, attached to wall with studded angle and wing nut top and bottom. 3.1.3 7' -7 1/2" or 91 1/2" for inside mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.4 8' -6" or 102" for built -out mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom both attached to a 2" x 5" x 1/8" alum. angle, and a 1" x 1" x 1/16" steel tube reinforcement across the whole width at midspan. 3.2 Minimum separation to existing glass to protect shall be: Reinforcement required Panel span up to: Min. Separation to glass Design Load Alum. Strap ® 24" o.c. 1" x 1" x 1/16" Steel Tube None 96" 105" 70" 2" 2 1/2" 2 7/8" +50, -72 PSF +72, -72 PSF +5- 76 PSF 2 Manu'i Perez, P.E. Plans E iner II Product Control Division Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS APPROVED . CCT 1 9 1995 EXPIRES : August 15. 1997 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 70" in length shall be reinforced at midspan by either a 1" x 1" x 1/16" steel tube or 1.50" x 1/8" alum. strap depending on the separation from glass required and mounting conditions as shown on Section 3.2 and "Design Pressure Rating" Chart on Sheet 1 of 4, Dwg. No. 94 -41. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" header or angle at the head and to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c. @ the sill, which are anchored to the wall, using the tension anchors shown on Sections A -A and B -B, "Wall Mounts" Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.2 Direct Mount The panels are secured directly to the wall at head and sill using 1/4" x 7/8" Rawl Calk -in or Star Tampin embedded into concrete or masonry, spaced at 12" o.c., as shown on Section "Direct Mounts ", Sheet 3 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.3 Buildout Mount The panels are secured to a "U" header at the head, which is anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3", 4" or 5" x 1/8" aluminum angle used to provide the buildout, which is anchored to the wall; and at the sill to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., which is also anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle. The build -out angles are anchored to the wall as shown on Section D -D, Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.4 Inside Mount The panels are secured inside a top track "U" Ceiling Mount Header at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" x 1/8" continuous studded aluminum Base Angle at the sill, using 1/4 " -20 machine bolt, wingnut and washer at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Section C -C, "Inside Mounts" Sheet 2 of 4, of Dwg. No. 94-41, 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 Section "Installation Detail ", Sheet 4 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. (Sill condition uses a continuous P.T. 2 x 4 stud or a continuous 1" x 4" 1/8" alum. tube sill). 4.1.6 Any combination of the above. Manuel-Perez, P.E. Plans l miner II Product Control Division • Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 9 1995 EXPIRES : August 15. 1997 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. 94 -41, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 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: 1/8" x 1 1/2" aluminum straps OR 1" x 1" x 1/16" steel tube, 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. 94 -41, Sheet 1 thru 4 of 4, 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 revision supersedes Notice of Acceptance No. 94- 0711.02, dated 08/15/97. Manuel • - - z, P.E. Plans ' iner II Product Control Division TESTS: TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST FBC PA 201 -94 (70" SPAN) NO REINF. SATISFACTORY SA HETI 95-439 Max. 2.88" YCLIC WIND PRESSURE TEST FBC PA 203 -94 (70" SPAN) POSITIVE +75.0 PSF HETI 95 -439 +57.7 PSF HETI 95-439 YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) NEGATIVE -99.0 PSF HETI 95 -439 -76.2 PSF HETI 95 -439 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (70" SPAN) NO REINF. +87.0 PSF HETI 95 -442 +58.0 PSF HETI 95 -442 UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. (70" SPAN) NO REINF. -114.0 PSF HETI 95-442 -76.0 PSF HETI 95 -442 • LARGE MISSILE IMPACT TEST FBC PA 201 -94 w /reinforcing bars & bolts SATISFACTORY HETI 94-417 - Ma x . 2.50" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI 95 -417 +72.3 PSF HETI 95 -417 YCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI 95 -417 -72.3 PSF HETI 95 -292b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (99" SPAN) w/REINF. +108.00 PSF HETI 95-422 +72.0 PSF HETI 95-422 (a Design 0.847" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (99" SPAN) w/REINF. - 108.00 PSF HETI 95 -422 -72.0 PSF HETI 95 -422 DESIGN PRESSURE RATING For Design Load/ Panel Span /Separation from lass vs. Reinforcement, see "Design Pressure Rating" Chart on Dwg. No. 94 -41, Sheet 1 of 4. Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 OCT 1 9 190E EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED RESULTS: - 2c - APPROVED • Manuel ' ez, P.E. Plans E iner II Product Control Division l Date Job Address /208 .(/E 9•5 S Legal Description cs.C:e X .LO 41401.• 3 8 Y Owner/Lessee / Tenant OW 6 p F_ Owner's Address 1 9 0 n 1 5 —w D Contracting Co. 1 et . ti e T a t J YI � /}� qua yn Address Qualifier r/ - 5(2 1 6/ R' v 2/ sS# State # Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION Square Ft. OWNER'S A lli AMW: I certify that all the foregoing information and zoning. Furthermore, I authorize the laws regu t � Q. ••• NdSSIOp ••. Q : • O� � 1 � O i: 1 ' , Signatu' o o>: fido President Date '4 ,Z Notary as to Owner( d/or Condo President Date My Commission Expires: / 1 _ FEES: PERMIT 8 ?. '� RADON APPROVED: Zoning Mechanical 35q p PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Buil 6/2_4c, Tax Folio Historically Designated: Yes No Competency # Address Address Address Master Permit # /7 5 -6 / (/- Phone 7 5 1 — 72./ 9 Phone bo2 n AA 6 C5C4 / / s. Co. ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Estimated Cost (value) 1 7/ 6 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 t� 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 pennits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. is accurate and that all work will be done in compliance with all applicable above -named contraq tilitt 4 work stated. • • p �pM ES ` 1 ature cl €Ontracter Owri -Euilder Date z * #C� 444555 ; o o� } • ..- :2j: a s ; % Q � Notary as to Contra 4 ► t1 d wner- Bu Date My Commission Expires C.C.F. /. 45 ? NOTARY ryiq TOTAL DUE W. Z ' $ Plumbing Engineering