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SHUTTERS
Date (u a �l C1 Job Address l ‘, jj/F q„2,,‘ ST Tax Folio Legal Description Historically Designated: Yes No Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: 90,p0 SL I /D- 00 0 FEES: PERMITXi0 ✓ RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date C.C.F.)//i 2 O NOTARY APPROVED: Zoning Building fr Electrical Mechanical Plumbing n' ginn ng Owner/Lessee / Tenant M i . ',etc 1 M a i fii h Master Permit # Owner's Address Phone 3 05 "7 5 - 7 O q Contracting Co. )( 0 Lt) Vl .O V- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION log 5 a. d6ut ►e Frew ...4 Aoor.S Q 6 O il QS 6 •er art'.hi#t4.4- drawivn65 a ll no-1e5- Par+Q.1 et Full Suu. C445 for ha}kN PpPlaeFtuv 4 froAvG -i Rpprova/ (NW be- (lpplied Far- La vlding .FOir 5; v)914 AoW. Estimated Cost (value) 412. opt., ; s. Square Ft. / 2 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. /A 6 I Signature •. Contractor or Owner- Builder Date a z Not:. . o Con actor or ,t, z • �'` , Date My :mmission ARY PUBUC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1 i ' BOND Zz ? TOTAL DUE g 2/Se 2/ei f l , METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 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 by: Applicant, along with Drawing No. 96- 20GA01, Sheets 1 and 2 of 2. (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.:96-0606.05 Expires:10 /10/99 Approved: 10 /10/96 METROPOLITAN DADE COUNTY. - FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdc:Ol eshadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod guez 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Squtheastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 1. DESCRIPTION 1.1 APPROVED : OCT 1 0 1996 EXPIRES : OCT 1 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved Drawing number 96- 20GA01, Sheet 1 of 2 , using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A653 Grade 37, (Fy = 37 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming 1.375" deep ribs. 2.3 Components shall be aluninum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape - header, 2.0" x 2.0" x .125" studded angle. 2.4 Tested specimen: Dimensions: 54.5" wide x 86" long overall - 3 specimen for impact and cyclic load 56.25" wide x 68" long overall - 1 specimen for impact and cyclic load 54.5" wide x 86" long overall - 1 specimen for wind load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating of 71.5 & - 55.0 PSF and a Maximum Panel Span/Height of 7' -2" or (86 "); Detail A- Wall Mount (Direct Mount System), Detail B - Header / Studded Angle Mount System, Detail C & E - Studded Angle / Top & Bottom Mount, as shown on, Drawing number 96- 20GA01, Sheet 2 of 2. 3.2 Minimum separation to existing glass to protect shall bet 5/8" as shown on Drawing number 96- 20GA01. Sheet 2 of 2. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . Manue Perez, P.E. - Plans . . iner II Product Control Division ° Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96- 0606.05 -2a- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 0 1996 OCT 1 0 1999 4. INSTALLATION 4.1 The panels shall be installed only in the following condition (all installations shall include 1/4" x 1" sidewalk bolt w /steel spring nut at midspan to secure each lap joint): 4.1.1 Direct Wall Mounts: (CONCRETE /MASONRY/WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 2" Elco Panel Mate Masonry Bolt with one 1/4" galv. washer and washered winged nut spaced at 13" o.c. (concrete, masonry or wood) Di 1/4%20 x 1" hex head bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) Di 1/4 " -20 xl" sidewalk bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) Qr1 /4 " -20 x 1" wood bushing with 1/4 " -20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) QI 1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 20GA01, Sheet 2 of 2, bearing the Dade County Product approval stamp. 4.1.2 Wall Mounts: (CONCRETE / MASONRY/WOOD): The panels are secured to an 'H'- header (Part 2), at the head and attached with any of the fasteners used in section 4.1.1 (A) at 1/4" x 2 1/4" Tap Con with Hex head screw , 1 1/2" min. embedment spaced at 6.5" o.c. (concrete or masonry) Dr 1/4"4) wood lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head Di 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced at 6.5" o.c. (concrete). Studded angle may substitute the 'H'- header using all the anchors approved for the sill studded angle, as shown in detail "C ", Drawing number 96- 20GA01, Sheets 2 of 2. 4.1.3 Built -Out Mounts: (CONCRETE /MASONRY/WOOD FRAMED ): The mounting conditions of sections 4.1.1 and 4.1.2 may be installed on a 2" x 4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud framing which is spaced at 16" o.c. Qr 2" x 6" P.T. wood for stud framing which is spaced at 24" o.c. Anchoring of built -out shall be with 2 1/4" 4) x 4 1/2" Lag Screw spaced at max. 24" o.c. with min. 1 3/4" embedment into center of studs. 4.1.4 Any combination of the above, 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing number 96- 20GA01, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 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. ,,,..___,_/ 7 J'L_+ :,..,. Man el Perez, P.E. - Plans Product Control Division iner II Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 0 1996 . OCT 1 0 1999 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no heavier and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bo:s and/or straps are properly installed. 6. USE 6.1 Application for building permit sha'.i 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 approve: Drawing number 96- 20GA01, Sheets 1 thru 2 of 2, bearing the approval stamp, Notice of a :ceptance number and date by Dade County Product Control Section, clearly marked to s'.ow the components selected for the proposed installation. 6.2 The Building Official shall ensure 1: adequacy of shutter to meet the pressure requirements of the opening in which it is to be installe.:. Man el Perez, P.E. - Plans Product Control Division iner II TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (86" Span) SATISFACTORY CTC 96 -020 Max. 2.375" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +71.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -55.0 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (86" Span) +82.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (86" Span) -107.3 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 Design Pressure Rating (less than 86" Span) +55.0 PSF -71.5 PSF Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 • 7. TESTS PERFORMED: TESTS: RESULTS: - 2c- APPROVED : OCT 1 0 1996 EXPIRES : OCT 1 0 1 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 Large Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 prepared by Construction Testing Corporation of South Florida, Report No. CTC -96 -020 dated May 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96- 20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, dated 4/17/96 with Revision No. 1, dated 9/6/96, signed and sealed by Dole J. Kelley, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -95. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM -1113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals Manufacturing of South Florida, Inc., signed and sealed by Dole J. Keller, Man el Perez, P.E. - Plans it iner II Product Control Division Southeastern Metals Manufacturing Co. Inc, . ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES 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(c) and this last page 3. Jtems 10. 11 & 12 listed below only apply to blazed 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 indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter Florida Building Code. END OF THIS ACCEPTANCE : OCT 1 0 1996 : OCT 1 0 1999 the South L/A.. Man . el Perez, P.E. - Plans iner I1 Product Control Division F .150': T 1 PO01090 • •15 P.0.0. NCCAIK • -71.3 /.5.f. 1 7/8' 1 7/8• (TYP WM . ••••••• .1•4 M NWM 0.M - .0525' +130' F--- 1.173" - .- F- .250' 15.575 13 COVERAGE I 4 0.14R 1 44.29' SOUMUSTUW METALS MANUTACTUIUNC CO. MC. 1A061ONVRLL MONO& °AOC COUNTY PRODUCT CONTROL APPROVED 090 R -i Fes- 1 7/8' 3 1A1 TYPICAL 20 GA GALVANIZED PANEL 02 ALUMINUM HEADER CHANNEL DETAIL F n �--- 2.000' O STUD 250 x .500• 0/0 CLINCH STUD 00 MTRU Mom 1. TES SHUTTER 1S 0(40100 IM ACCORDANCE 511111 TIE SOUTH rLONOA OOISOINC COOL 1004 COITION. ASO ME NO34 1111022A00 COUNTY COMM 2. POSITIVE AND KOATI9 0(0001 PRESSURE CALCULATORS SNAIL 00 111110014.0 0 ACCORDANCE MIN ASCE 7 -00 101NON 0(1160 LOADS FOR OWDINCS AND COMA STRUCNRES ". 3. STORY PANELS DULL 1E MN 20 CAUCE 00L70101210 (a03s01 CONTO01MC TO *STU AA33 STINC1RUAL GRADE 37 MINA MN 14 37Ra 011.1111111.111 anRUSIONG 06ALL 01 1083-11. WON. • PR000Cr MARKINGS DULL in 001/01 12' OF ONE DID 00 ME PANEL MN INN. OF ONE NAM/IC ICA PANEL A30 MALL OE LAIELED AS FOLLOWS% 5. 10 11E01 ME700 -DADE )0 c010( COOL 0000006(0 PANELS MN 00T0N 000.15 *MD SP1100C NUTS AT 100 -01)00 SE00160 AT EVERY LAP ANT. a. All 80.15 400 RADIUS MALL OE CALYAIYDD OR STAOOESS STEM MN A wawa Fr • 33 ESL 7. MATERIAL OE0n61 113 00100 HOKIN ARE T11( NAMU1ACMIES REPRESENTATION CF 1lAT5NAL3 TO 00 USED N PRODUCT unite. 1. T01 • NOTION 0(7413 MONO MAY OE MU M4)10(0 AS FULD COI.DITONS DMICAT( PANELS MAY 1111404.0170 HOMMO0TALLY MIUE APPUCAOLL L INC ORALS AND 0TE0na10NS 830•0 NUM 00RESE01 1110 /10011011 PROPOSED FOR OOACI, CYCLIC AND 11000001 STATIC 4R PRESSURE TIMING N ACCORDANCE MN DARE COUNTY PROTOCOLS PA 201, 20L AND 203. O(SEN IS SAS(D ON CTC TUT REPORT Na 10. *WAN ALL0p10LL DESIGN LOAM /8' HOLE (TYP) .125' 1 1.375' REF. F 0 r 11 ANGLE 86 SILL 250' x 50 0 S/S CLINCH STUD T 1/i • 1/1 'MO MR - IN AND MEWED 111 NASOMIT 0401 I 1.000 2.000' ®PATIO SILL DETAIL 68' SILL 7/8 56 SILL 7/8' X 5/16 SLOT (T(PICAL) 1/00 x1 A /SOEWL 17 K 00 0.125' IH' - zmn I ill I Note: Reinforced panels with stitch bolts and spri'1g nut at mid -soon secure 6l„ I ••6 of each lap joint. 2.50• -. F- 1s.0o " -4- 13.00'-+ 13.00" -4 6.50'-.1. 6.50 =11 6.50' - 4 6.50'1 6 ANCHORS 2.00 -11 1. 13.00 - + - 13.00' - 13.00 -'.- 13.00 -.1 6 ANCHORS 10 ANCHORS 12 ANCHORS HOLE LEGEND I • 7/16 THRU HOLE • CLINCH STUD 8 ANCHORS 1. 6.50'4 6.50'+ 6.50'4 6.50'4 6.50'4 6.50'4 6.50 8 ANCHORS 13.00• -f-- 13.00 -4- 13.. -4- 1).00 - •11 -- 13.00' - . cut 1 . i . . • .1 1.6.50'4 6.50'4 6.50 6.50 6.50 6.50'4 6.50'4 6.50 10 ANCHORS 4.00 -1 1.- 13.00• --4- 13.00' -4-- 13.00' -__ .- 1. 6.50'4 6.50'+ 6.50'4 6.50'4 6.50'4. 6.504 6.50'4 6.50'4 6.50'.I. 6.50'4 6.50'.1 12 ANCHORS STUD ANGLE SILL LAYOUT 1 2 I 3 I 4 HEADER CHANNEL LAYOUT 44' SILL 3 1/4'-.1 r6 l/2:76 1/2:76 1/27 *6 1/2' 1/20 I I a�1 CzELI RE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Al. •• 8. -40s. 19q2 BY WPWR /P PRODU • DIVISION BUILDING CODE COMPLIAHcB OFTIC ACCEPTANCE no 9A -06OLQ • Manufacturing Co., Inc. 1 1801 Industry Drive — Jacksonville, Florida 4 ..... .0 j/1 I* ■ m ::".A2 = :: ►•.• ICON •/•M *pa LIMN /br Nu 50UOfA51E1a4 MtrR.5 MI6. CO.. OZ. 20€ 111 WOWED 5E00A PMT• SYNTH *• OLD. R. 1 OF 2 J •• ma n.W96 r I1111.1d. ` `/6-200C1 F .150': T 1 PO01090 • •15 P.0.0. NCCAIK • -71.3 /.5.f. 1 7/8' 1 7/8• (TYP WM . ••••••• .1•4 M NWM 0.M - .0525' +130' F--- 1.173" - .- F- .250' 15.575 13 COVERAGE I 4 0.14R 1 44.29' SOUMUSTUW METALS MANUTACTUIUNC CO. MC. 1A061ONVRLL MONO& °AOC COUNTY PRODUCT CONTROL APPROVED 090 R -i Fes- 1 7/8' 3 1A1 TYPICAL 20 GA GALVANIZED PANEL 02 ALUMINUM HEADER CHANNEL DETAIL F n �--- 2.000' O STUD 250 x .500• 0/0 CLINCH STUD 00 MTRU Mom 1. TES SHUTTER 1S 0(40100 IM ACCORDANCE 511111 TIE SOUTH rLONOA OOISOINC COOL 1004 COITION. ASO ME NO34 1111022A00 COUNTY COMM 2. POSITIVE AND KOATI9 0(0001 PRESSURE CALCULATORS SNAIL 00 111110014.0 0 ACCORDANCE MIN ASCE 7 -00 101NON 0(1160 LOADS FOR OWDINCS AND COMA STRUCNRES ". 3. STORY PANELS DULL 1E MN 20 CAUCE 00L70101210 (a03s01 CONTO01MC TO *STU AA33 STINC1RUAL GRADE 37 MINA MN 14 37Ra 011.1111111.111 anRUSIONG 06ALL 01 1083-11. WON. • PR000Cr MARKINGS DULL in 001/01 12' OF ONE DID 00 ME PANEL MN INN. OF ONE NAM/IC ICA PANEL A30 MALL OE LAIELED AS FOLLOWS% 5. 10 11E01 ME700 -DADE )0 c010( COOL 0000006(0 PANELS MN 00T0N 000.15 *MD SP1100C NUTS AT 100 -01)00 SE00160 AT EVERY LAP ANT. a. All 80.15 400 RADIUS MALL OE CALYAIYDD OR STAOOESS STEM MN A wawa Fr • 33 ESL 7. MATERIAL OE0n61 113 00100 HOKIN ARE T11( NAMU1ACMIES REPRESENTATION CF 1lAT5NAL3 TO 00 USED N PRODUCT unite. 1. T01 • NOTION 0(7413 MONO MAY OE MU M4)10(0 AS FULD COI.DITONS DMICAT( PANELS MAY 1111404.0170 HOMMO0TALLY MIUE APPUCAOLL L INC ORALS AND 0TE0na10NS 830•0 NUM 00RESE01 1110 /10011011 PROPOSED FOR OOACI, CYCLIC AND 11000001 STATIC 4R PRESSURE TIMING N ACCORDANCE MN DARE COUNTY PROTOCOLS PA 201, 20L AND 203. O(SEN IS SAS(D ON CTC TUT REPORT Na 10. *WAN ALL0p10LL DESIGN LOAM /8' HOLE (TYP) .125' 1 1.375' REF. F 0 r 11 ANGLE 86 SILL 250' x 50 0 S/S CLINCH STUD T 1/i • 1/1 'MO MR - IN AND MEWED 111 NASOMIT 0401 I 1.000 2.000' ®PATIO SILL DETAIL 68' SILL 7/8 56 SILL 7/8' X 5/16 SLOT (T(PICAL) 1/00 x1 A /SOEWL 17 K 00 0.125' IH' - zmn I ill I Note: Reinforced panels with stitch bolts and spri'1g nut at mid -soon secure 6l„ I ••6 of each lap joint. 2.50• -. F- 1s.0o " -4- 13.00'-+ 13.00" -4 6.50'-.1. 6.50 =11 6.50' - 4 6.50'1 6 ANCHORS 2.00 -11 1. 13.00 - + - 13.00' - 13.00 -'.- 13.00 -.1 6 ANCHORS 10 ANCHORS 12 ANCHORS HOLE LEGEND I • 7/16 THRU HOLE • CLINCH STUD 8 ANCHORS 1. 6.50'4 6.50'+ 6.50'4 6.50'4 6.50'4 6.50'4 6.50 8 ANCHORS 13.00• -f-- 13.00 -4- 13.. -4- 1).00 - •11 -- 13.00' - . cut 1 . i . . • .1 1.6.50'4 6.50'4 6.50 6.50 6.50 6.50'4 6.50'4 6.50 10 ANCHORS 4.00 -1 1.- 13.00• --4- 13.00' -4-- 13.00' -__ .- 1. 6.50'4 6.50'+ 6.50'4 6.50'4 6.50'4. 6.504 6.50'4 6.50'4 6.50'.I. 6.50'4 6.50'.1 12 ANCHORS STUD ANGLE SILL LAYOUT 1 2 I 3 I 4 HEADER CHANNEL LAYOUT • 44' SILL 3 1/4'-.1 r6 l/2:76 1/2:76 1/27 *6 1/2' 1/20 I I a�1 CzELI RE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Al. •• 8. -40s. 19q2 BY WPWR /P PRODU • DIVISION BUILDING CODE COMPLIAHcB OFTIC ACCEPTANCE no 9A -06OLQ Existing Structure I/4•.2• T2ce Pend Mot• Masonry Bolt (/1 1/4' Colo. Washer tr Woshered Wnged Sleet Spring Nut l'.1/4'/20 Hex Heed Boll O WALL MOUNT SECTION (DIRECT MOUNT SYSTE_MA N. TS /U4CI E TO Well OFTAL '.1/4720 Tomph Zinc Expon.ion Anchor 1 Wood Busting 0/1'11/4' /20 Hes Heed Batt ® 1 or r :L 1. _ :e a e„ e N.T.S • Existing Structure Steel Spring Nut ANGLE TD WALL OETAII 1/4'11' r Sidewalk Solt Wood < Framing 1 PANLL TQANCI r 0ET40 1'11/4 Has Head Bolt 1'01/4 Tompkl 2hc EAponalon Anchor Sled 1 /4X1' Spring Nut f aadewolk Boll 1/4'X1' Sidewalk Boll • 1'01/4/20 Tompin Zinc Expansion Anchor PAM TO AN545 DPW! © HEADER / STUDDED ANGLE MOUNT SYSTEM N.T.S I/4" MAX Glare or Door 2 5 /B'--I YIP 0.125' or 2'(Po0.125''AEum. Tuba or 2'14' P.T. Wood for Stud Fromhg 0 16' o.& k r16' P.T. Wood Stud Framkp, O 24' 0.c. *THIS DOM. MAY 6E USED AT TOP OR BOTTOM ti PANELS /4' Wood log Screw 1 1/2' Mk, Embedment 241/4'0 4 1/2 Leg Screw 0 24' ne. 1e. 41/1 5/4" Penetration h Center of Stud* . WALL MOUNT SECTION (OTTOMI N. T. S (*1sting Structure 1 /4' MAIL S E.lsting Structure µCIE TO WALT UTAH PANEL TO ANGLE DETAIL O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S CLIPS. 2P1OOUer 10000 ANCHOR SCHEDULE .MIN. 2' EDGE DISTANCE) 1Alnr0A :1.4100 •1 Aswan rot 1'41/1' 10 .000 040.00 0/•71' 0 NTS 1440 sou S1 Omni= We a 0000 LAC (M 1 IX MK 010E • 4/0 0.40 /hurt WIT WEW01 *OLT •11 1 1/4' my. wad • 0 14(ME0 Mil ° T /4/ 440 0000 *US100 4 1/4 1 4111x .0.T 0.1 I1 IJ 4AI1N 0 51440041{ ANCHOR SCHEDULE MIN. 2' EDGE DISTANCE TAn01a 9.41(061 A00404 MC 0/4. a TAWS* KKAM �I C '� O-e � i-T S�S 'M �1D 1 /•b 0•001* 1110 WA (11 *.Vann. ANOq( 1 rO1 00( Ira N* N *01 41 141N 11 0//0' l0. moM11T 4/4 Y 0.00 Mill NAl* MAMMY BOLT NM WWI • 1 00.11 A S A�� 0 I r a - C O NOM ' C 4* �O ' 1 T 1/4'4 i SO41M0 DOLT (1/. a NEM) al u *J LS ) / 4 "x2' Concrete Orm 4.4 w/ LAponelon Anchor Steel Spring Nut 1/4•x1• Sidewalk Boll 1/4'42 1/4' Topcon w/Hes Head Screw Cesium j1.0O44Ot ANCHOR SCHEDULE SHIN. 2' EDGE DISTANCE) 00.04011 mt r Tpa SPASM MI 0044 is (4 /4 JCS,' 1/4 TAP 00* , MN Ma 040 11141 •01 1 1/1' IOM. W0(DIT 1/0' 0 TMVM • 1 /470'/10 Na NOS •04.0 *S 1/ 0. 11. 00 1.4. (Alt •so•ST SOLT (01 Il /4' Gtr. 0 *0101 w Atil 041010 MUT S a l .J I0' 401 AYIAMS 104 04 MO. *111001 00.0 0 .001 *ONNit /OS Sr P300. 1100104 rat Na1w st4a WILT rat 1s' 0.0. roam; /4' MAIL a 1 Z APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 3'f _ PROOUC •NTROL DIYSIoN BUILDING CODE COMPLIANCE OFFICE ACWTAE1. NQ. -0406.6-6 ©.$ At 0 / /.D. 1.�o M 7 ;l ,c4./efr .A7479 444z Apee.-,4,474' N -n= ' A ,. ° i ' aii 44. /6 • . 0 6 2 '' • ;"E': / c f0 ef ,fir t� IY 1 \ A 4 W Z F-{ U z H COI th J a O as ' cr. • 0 z a c. tij c 'p. .; CC I 0 U. Q i 4 tt 2 PRODUCT CONTROL NOTICE Yale Ogren Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 Acceptance No.:97- 0815.09 Expires:07/22 /01 OF ACCEPTANCE METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLEA BUILDING BUILDING COOK COMPLIANCE OFFICE METRO -DADE FLAXEN BUILDING 140 WEST FLAOLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2501 FAX (305) 375 - 2906 PRODUCT CONTROL DIVISION (305) 315 -2902 FAX (305) 3724339 Your application for Product Approval of: "La Francais" Aluminum Outswing French Door with Sidelites 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 h Applicant, along with Drawing No. W97 - 18, Sheets 1 thru 3 of3. 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 thc 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 thc requireinents of the South Florida Building Code. The cxpensc of such testing'vvilt be incurred by the manufacturer. Raul Rodhgucz Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/22/98 Internet mail address: postmasterebuildIngcodeonline .corn Director Building Code Compliance D Metropolitan Dade County Homapa9a: httpi /www.bulldIngcodeonllne.cem Yale Q6ron Mfe. CoJnc, - 2 - ACCEPTANCE No.: , 97 -0815,09 APPROVED : 'JUL 2 2 1999 EXPIRES JUL 2 2 2001 NOTICE OF1►CCEPTANCE: SPWIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum outswing French door u described in section 2 of this Notice of • Acceptance, designed to comply with the South Florida Building Code, (SFBC), 1994 for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION - Z:1 The "La Francais" Aluminum Ontswing French Door with Sidelites and its components shall b' constructed in strict compliqnce with the following document: Drawing No. W97 -18, titled "Alum *French Door w/Sidelites ", Sheets 1 thru 3 of 3, dated 08/05/97, with revision D dieted 06/16/'98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with sidelites, as shown in approved drawings. Single door units shall include all components described in the activ. leaf of this approval. 4. INSTALLATION: 4.1 The aluminum outswing French door and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the instillation of this unit will reaulfe a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 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 Duplicate copies ol'the approved drawings, as identified in section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatic 6.13 Any other documents required by the Building Official or the South Florida Building Cc (SFBC) in order to properly evaluate the installation of this system. Manu Perez, P.E. Produc ro1 Exam' Produ ontrol Division - Yale Ogron MIg. Co. Inc. ACCEPTANCE No.: • • 97- 0811.49 • APPROVED : JUL 2 2 1998 EXPIRES : a Z __ 1`49TICE OF ACCEPTANCE: STANDARD CONDmOI1S 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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: "Miami -Dade County Product Control Approved ", 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 thc 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 scaled 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 purpose. 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 thc manufacturer or its distributors apd shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I , 2, this last page 3. Manua{ rerez, r. c., rruuuct „, ..��•• Product---ntrol Division v END OF THIS ACCEPTANCE - 3 - 11001[1$ MI 1/1' WOW 01AIS 401 1011 KIWI 1¢1 L(tr mein 177( L wino MO Imp - •t C1l • 140 '. _ tie 111 : ��Sr - � M0 Mt 111 ' 11 • M1 M1 _ 7e1 1 »s 7j 7•1 •4• 3.S •/1 3/t 508 M at, 111 Mt W W1 7 •` 173 7r1 711. au 67• 810 r/t 116 3 3/0 all M/ M.1 70• 78.4 ' 111 71.0 151 614 5/8 t/t 1/0 7/1 a/• 71.4 70 7Y 101 M.1 41.4 , N1 1 488 DOORS 1181 b/11 Mina, 01$11 11011111141. 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ION* W >t SCALE 1- = r N ® ARCHITECT JOHN ORTHEN ARCHITECT INC. 121 NORTHEAST 92nd STREET MIAMI SHORES, FLORIDA 33138 TELEPHONE: (305) 754 -6452 gm/twit, ��/'� • 1 6 6 AV'�►lh�,�,t 9 271,c1 Aped Miami Shores, Florida 33138 DRAWINGS ISSUED: REVISION: 20 JULY 1999 SHEET OF 1 REVISED: 00 • • • ••• • • • • • • •• • EXISTING WOOD HEADER BEAM (2) 5/8 x 5 1/2" BOLTS PER CONNECTION SIMPSON CB44; 7 GAGE PAINTED STEEL CONNECTOR, 2140Ib UPLIFT RATING NEW 5/8" STEEL REBAR FULL HEIGHT OF CONC. NEW 8x8 CONC COLUMN EXISTING STUCCO PATCH AS NEEDED INTERIOR FINISH: 1/2" GYP. BD. ON 3/4" TREATED WD. FURRING CONNECTION DETAIL EW COLUMN TO EXISTING HEADER AMEN)E BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. Date. 1114/ 2 3 _.. , 19 Owner's Name and Address . MX. _ No..7i ( . Street 4/.6 z S Registered Architect and /or Engineer t__ _ �- �* __. Name and address of licensed contactor 40 L Atie . ....fit Co -- 1 � C7 - 4 / Street d b where ork is to be done New Building Remodeling ' To be constructed of Kind of foundation Estimated Total cost of improvements $ STATE OF FLORIDA, COUNTY OF DADE. j ss Permit No __._._...._.... Disapproved (Signed) MIAMI SHORES VILLAGE Date Date Location and legal description of lot to be built on: Lot Block Subdivision and Number e / G G_....N.E. State work to be done and purpose of build' (by floors) (( �' �� .t.S.fl.!Y_ /A/ 7 . a 4 . .. S L , 9 m ) b - - n J1 /N t . _ r l ! ? J l . [ I 2 $ A ^/. FI, 0 11 f.!vA.AWI 11 .11441/ �v...l'1MELIPL fY — /9 ize Addition Repairs No. of Stories ....ONE Roof Covering ,mount of Permit $. Zone cubage required -Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such st b ntractors, on work-.. be performed under this pennit, as are licensed by Miami Shores Village. Remarks._._ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved and for no other purpose. to me well known, Building Inspector My Commission Expires Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. has been obtained from