Loading...
1180 NE 97 St (12)Y T PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 1 ISO /vim 9' •S I Tax Folio 11 — — 06 `- O3 " Ca C (..„6:-3, elk. /61 {MiA�� .SE,( R r 14-, P ' 3'.73 cAd h 015' F Legal Description d t , 0 PAA S � S j PO storically Designated: Yes No )( /Lessee / Tenant L e y l C..7 r, 1 / Owner's Address 7 Contractin Co. 6 Q o `✓ eo 5 / Q l:2h a2. SS# State # Municipal # Architect/Engineer Bonding Company Mortgagor Square Ft. 1 - C Notary as t My Commiss a2.1ticio Signature of owner and/or Condo President Date S t4)04N 7o 01 S a QS c I /3(6,0/&? a mE ,1) S AV d y OF �u A e 7 y . �L Y ,/9 — er and/or Condo President ate 2 . . . / CHERYL MEEKER it • �'i 7t. COMMISSION NUMBER 1 ' c '' ® CC 306238 7• � MY COMMISSION EXPIRES ®F FA..., SEPT. 26, 1997 FEES: PERMIT /2C• 4 RADON Building Address 1 & �-( O Cc) S 3 PL Phone q' ( r; .1 c; APPROVED: Zoning Mechanical Plumbing Master Permit # Phone ' � - / Coo / r Competency Li9 �� - 7) Ins. Co. Address Address Address Permit Type (circle one):( 9 NG ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Estimated Cost (value) ' f 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 �� : !` /lo .o in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named cor�a$fo;��; G ? � fated. 7 fp. /; ature of uilder 55 :pe Si, . *r.;'.' •.,.,,: • ... .fo 4111% 0 A' ! ia Notary as to ContraFr'or Owner- Builder My Commission Expires: 3/(7, C.C.F. 2, 0 ® NOTARY Electrical Date Date TOTAL DUE /? 6 • Engineering 7 1 - ti . " 44 0 LL:p ..W\ 2 6 1996 Florida Metal Industries, lot • i 1660 33rd PLACE HIALEAH, FLORIDA 33012. TO: X c•-•""e"( 7i .. 1 4- i"e ci eDATE: 6 3— 2 t- JOB ADDRESS: / g 2 5 fr HAILING ADDRESS: MATERIAL: STATE: /:-? PHONE #: (0) C 2 , - /5 00 PHONE #: (F) -3- a-7 - . CITY: ZIP CODE: I L 1 it 7 • /0 7 ' , -- t ANA 16 16' r. 2: 7 4 y • 3. 4. 3?x 5. "7 4 X 6. 7. 4 / ( lie 8. k G 9. lYgk 10. 11. r a' A' 52- 12. 2 6 A 0 14. 3 9 x te o 16. /6A-3cD • . (305) 828-2282 • 7.77F-AX-(305) 828:2182 TOLL: FREE 1-800-675-4886 • ,• .4 OF MOM Saari/ ® SHUTTER SY ST SALESMAN: 18. // a 2f. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. / r- INDUSTRIES, 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 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: Sincerely, FLOR ' METAL id J W`!'lliams Produ on Manager INDUSTRIES, INC. June 29, 1995 kL 6/1,1,0-u/d} PHONE: (305) 828 -2282 FAX (305) 828 -2182 TOLL FREE 1 -800- 675 -4886 MANUFACTURERS OF Wenn l SHUTTER SYSTEMS 1 METRO -DADE 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- J v 5 _ Llifn IJA O METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 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 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'hOd- 2 -1/2 8d -2" 6d- 1 -1/2" jSd -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 = 8.5 0.C. 3.500 1 WALL MOUNT HEADER 6063-15 CEILING MOUNT HEADER • .. 6063 -T5 1 2.230 - -� -•.062 .125 F .094 f 2.000 2.000 1 �--- 2.000 ---.I BASE ANGLE 6063 -T5 A C D A .P-AtEL ALUMINUM .063 (5052 -H32) W N z 0 N z i� N z D 1-- 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 & TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE REINFORCEMENT AND ANCHORING DETAILS. TYPICAL ANCHOR$ ANCHOR ® = 1 TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR QD v 1/4' RAWL CALK -IN , STAR 1AMPIN 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.) 11 41 1 11 11 • 11 n n 1 11 1 II 11 11 11 11 11 11 11 1• n It 11 11 11 II II u 11 II 11 1 11 11 A n 11 11 11 CH. II .1 1 2.000 L .125 5.000 2 X 3 X 1/8 2 X 4 X 1/8 2 X 5 X 1/8' BUILT —OUT ANGLES 6063-15 PRODUCT MARKJNQ A LABEL SHALL BE ;AFFIXED AT BOTTOM OF EACH PANEL WITH THE FOLLOWING STATEMENT. FLORIDA METAL INDUSTRIES, INC. HIALE H FL 'STORM GUAOD' ALUMINUM STORM PANEL ° DADE COUNTY'.PRODUCT CONTROL APPROVED' ATTN. BLDG. OF 1CIALS DO NOT ACCEPT THIS DRAWING W/0 FLORIDA METAL INDUSTRI RAISED CORPORATE SEAL. 1 T 1.000 L STEEL TUBE 1.000 .062 TYP ALUM STRAP 6063 -T6 PANEL REINFORCEMENTS 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 IXPOSURE/ZONE 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2 ". 8. ANCHORING OR LOADING CONDTIIONS 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 VELOCITY. DESIGN PRESSURE RATING ENGINEER: HUMAYOUN FAROOQ PE # 16557 5 P 29 1995 AP ?ROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATC OG7O • �.��►' _ 1 3 - PROOuC1 CONTROL DIV:S;01 BUILDiNG CODE COMPLIANCE OFFICE ACCEPTANCE N09. 5-0 g 2I.61 ( ) f 0 0 a 0 m b 0 c a 0 7 s z a S 1 0. • rowing no. 94 -41 sheet 1 of 4 1 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD A 6 3 - 6 - - D 6 4 - 6 - - E - - 4 - - - ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLACK WOOD CONC. BLOCK WOOD A 12 7 - 12 4 - D 12 10 - 12 6 - E - - 9 - - 6 ANCHOR T SPACING INCHES ANCHOR UPTO 45 PSF UPTO 72 PSF BLOCK T CONC BLOCK W000 CONC. BLOCK WOOD A 6 6 - 6 6 - D 6 6 - 6 6 - E - - 6 - - 6 ANCHOR T SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC ,BLOCK WOOD CONC. D 1 4 - 7 - - E - - 3 - - 3 ANCHOR TYPE SPACING INCHES ANCHOR UPTO 45 PSF UPTO 72 PSF TYPE T CONC. BLACK WOOD CONC. WOOD WOOD A 12 11 - 12 _BLOCK 6 - D 12 12 - 12 9 - E - - 12 - - 10 ANCHOR TYPE SPACI NG INCHES ANCHOR UPTO 45 PSF UPTO 72 PSF TYPE CONC. BLOCK W000 CONC. BLOCK WOOD A 6 3 - 7 - - D 6 5 - 8 3 - E - - 5 - - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF •,, J$.l, ,... .. _ . .... D 12 12 - 2 9 - E - - 12 - - 7 1 3/4+ MIN :.. - -- GLASS • FOR MIN. f- SEPARATIO• FROM GLASS SEE SCH. SHEET 1 O 0 WALL MOUNTS 1/4' TYP -j MAX SPAN i 1/4' TYF 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 4 ANCHORS SAME AS HEADER FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 41 WALL MOUNTS SECTION B -B 1/4" TYP MAX SPAN 1/4� REINFORCEMENT] SPAN NONE 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 3 4 MIN. TYPICAL ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) INSIDE MOUNTS Ed 1 MAX SPAN • - Ea ---� SECTION C -C REINFORCEM SPAN ALUM STRAPS 1/4' -20 x 3/4' STUDS W/ WING NUT & WASHER 0 12" O.C. Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) WOOD a 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. 1/4 -20 X 1/2' BOLTS WITH NUTS 0 6" 0.C.i 2 X 3 X 1/8 " 2X4X 1/8' 2 X 5 X 1/8' ALUM ANGLE BUILT -OUT CONDITION ,1\ MAX SPAN 1/4 - 20 X 1/2' BOLTS WITH NUTS 0 6" 0.C. SECTION D -D ENGINEER: HUMAYOUN FAROOQ PE i 16557 SEP 2 9 1995 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 1 l��., REINFORCEMENT STEEL TUBE SPAN 102' PRO; .,i CONTROL DIV: &ON BUILD :NG CODE COMPLIANCE OFFICE 1CCEPTANCE NO. OR ZI.61 0 CZ C c 0 0 'C 0 0 0 .0 0 0 z _ m 7 z 0 2 C<m rowing no. 94 -41 • sheet 2 of 4 REINFORCEMENT SPACING I NCHES ANCHOR UPTO 45 PSF UPTO 72 PSF TYPE CONC. BLOCK W000 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 v p 1 -1/2 X 1/8' ALUM STRAP (6063) @ 24" 0.C. 1/4-20 X 3/4' STUDS WITH WINGNUT & WASHER ® LAP JOINTS 1/4-20 X 4' BOLTS INTO JACKNUTi 12" 12" PANEL REINFORCING DETAIL SE 1995 12' 12" 1 X 1 X 1/16" STEEL TUBE ® MID SPAN 1/4' 0 ANCHORS ® 24' O.C. DETAIL A END CAP BUILT -OUT CONDITION ENGINEER: HUMAYOUN FAROOQ PE f 16557 2X2X1/8' 2 X 3 X1 8' 2 X 4 X 1/8' ALUM. ANGLE FOR END CAP AS READ. AT BUILT -OUT CONDI110NS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE _ DAT 3r PRODUCT CONTROL DIV.S`ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95-0321 .6 G 6' 19 0 c4-1 CTS z z O 0 O Oa 43 U w z Cr 0 a pQQ m g (D rr4 W N I Z � i W . N --�� ) 12 d rowing no. 94--41 sheet 3 of ANCHOR TYPE SPACI NG INCHES UPTO 40 PSF CMM:I I:1I.Zd3.•.sC$Tr UPTO 70 PSF i:Tr.T.77 ••, WHIM= 011711111011110111 L -00 - 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. 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 CONDRIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4 " =1 # 14 X 3/4" TEKS 0 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 IVOOD TRUSSES 0 24 O.C. MIN. 2x4 MEMBERS HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105 MAX DESIGN LOAD = 65 PSF 1 -1/4 (3) # 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION 3' MIN. 1\ 1/4 PLYWOOD EXISTING SOFFIT - x.500 1/4 ° -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.C. 3/4" x 3 x 1/8' ALUM. ANGLE 1/4 THRU BOLT W/ WASHER & NUT 0 6 0.C. 1 -3/4 I MIN. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD = 70 PSF. ENGINEER: HUMAYOUN FAROOQ PE f 16557 SE ' 1995 APPROVED AS COMPLYING V6■TH THE SOUTH FLORIDA BUILDING CODE DATEOCTO b� 3Y PRODUCT CONTROL DIV!SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q5 - O ° 2 I.O'l ( ) r-. 0 .c 0 0 v z U z 0 2 a. a S 0 N N ) drawing no. 94 -41 sheet 4 of 4 P ' r .,••••> (i• • , a r C ' Th ? DE 6 P . • q Crq' • t • .■• d• • r.i!crt.; 3.02 STATT. A;'`,3 CO`LIT:Ti f-tC,C •'."` - A..1; Z`. ,J.• •,•• P.r.07f Ft) FPI r • -7 • 7' • : • s' • ".` Uuo PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address I I O / 9 / �/ Tax Folio J — - 0G, - 034- - C` S lr 3 1311! I , nr �N s crG Fri K6 33 c d L &5 E-t Legal Description c t k 1g / 10\ S1-� � C t✓ - 3c �3}'storically Designated: Yes J1 / I Et / V ) e fl c.-( ►� , A v essee /Te nant Owne?s Address 10 n 6 11 1 Contracting Co. 6 ho c U e r CD 1 i s r Qualifier D • Gco H- ��/( G�.�(�Q/t✓ State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION Square Ft L- Municipal # G ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1) to Vn cC - S ke4 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. �a�uuuui OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and than ,9:iae in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named cord sato 6 Date wORa rip a!D S a as c r, f ( iGepoR. /)iE 'S , day OF �z.wc 99 . Notary as t er and/or Condo President ate Notary as to Contra .r or Owner - Builder My Commissi My Commission Expires: /�a a �v a (Z Signature of owner and/or Condo President VQP A- OFFIACci� 6E* _ • �11 CHERYL MEEKER H • ^ :. < C OMMISSION NUMBER, CC 308238 o ar MY COMMISSION EXPIRES OF Fk SEPT. 28, 1997 FEES: PERMIT /LC. s b RADON C.C.F..Z. 0 G' NOTARY TOTAL DUE /ee . �p . APPROVED: Zoning Mechanical Plumbing Engineering Master Permit # Phone Competency 19 of - n — o / 5 Ins. Co. Address Address Address Estimated Cost (value) ' 3 Electrical Address f p (eO Cv > �L /� (Ct (e ei-'i' Phone No . CITY: Sks"."--. STATE: ZIP CODE: - 2. 7 g • 3. 4. 3 8' x 5. 6. 7. 8. k 9. 4"k 10 . 11. ? a' Y 5L- 12. 14. 3 9 X (e o 1 % . 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. PHONE: (305) 828-2282 - 7 FAX (35)623 TOLLFREE 1-800-675-4886 1.4144UF?plURES OF Sim -Guard SHUTTER SYSTEMS TO: X 7 " V 4. le C eIDATE: 6 3- 2 4 . JOB ADDRESS: / 1 g A/ G s / SALESMAN: MAILING ADDRESS: MATERIAL: PHONE 1: 1: (0) 5 2- - ° 7.1 PHONE 1: (F) 3 2- • 7 4.11■111. 7 J /0 201 t - — v 16 16. 18. /1 Z.- z9 41 F LORi d A I INC. 1660 W. 33rd PLACE 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 City of Miami Shores Frank Lubien, City Official 10050 HE 2nd Ave. Miami Shores, F1. 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: Sincerely, FLOR ' METAL n id J lliams Product on Manager INDUSTRIES, INC. June 29, 1995 an Cam{ ec /C `7 ' 7- u;c. ace-1,(A PHONE: (305) 828 - 228 2 FAX (305) 828 - 2182 TOLL FREE 1 -800- 675 -4886 MANUFACTURERS OF Ziorm awl SHUTTER SYSTEMS METRO 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 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: 10 /19/95 -1- J o ,C. L //rl L t\ C METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Rau Rod guez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County 'A Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED : OCT 1 9 1 995 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 I" x 1/16" Steel Tube None 96" 105" 70" 2 " 2 1/2" 2 7/8" +50, -72 PSF +72, -72 PSF +5R, -76 PSF 3.2.1 3.2.2 3.2.3 Manu'l Perez, P.E. Plans Elchrrtiner II Product Control Division , Florida Metal Industries CE: - 2a - ACCEPTANCE NO.: 95- 0821.07 APPROVED EXPIRES OCT 1 9 1995 : 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, ‘vingnut 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 > miner II Product Control Division . Florida Metal Industries ACCEPTANCE NO.: 95 - 0821.07 APPROVED EXPIRES O D OCT 1 9 1995 : — 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. -2b- ii _ Manuel ' - - z, P.E. Plans - 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 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: -2c- APPROVED : OCT 1 9 19PF Manuel ' ez, P.E. Plans E Product Control Division Florida Metal Industries 2d - ACCEPTANCE NO.: 95 0821.07 APPROVED : OCT 1 9 19A5 EXPIRES : August 15. 1997 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 AI- 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 Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., April10, 1995. Manuel ' - z, P.E. Plans finer II Product Control Division 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. Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED EXPIRES NOTICE OF A STANDARD CONDITIONS END OF THIS ACCEPTANCE - 3 - Product Control Division . OCT 1 9 19 : August 15. 1997 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. 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. Manu. 'erez,P.E.Plans Exa er 11 • OWNER'S NAME PRESENT ADDRESS 0 ,,.r. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) ::.3 ZS ..1.; s j (;;;/1 4�:;: ,,- - - ;.i; LOT '"2" C of 2 BLOCK 1 3 !, SUBDIVISION 4..;.1 _ + C • 'Li ail GENERAL CONTRACTOR .1.' C:,.l'c,_ (,, ��d • .>� ''11,9 ADDRESS PHONE NO. LICENSE NO. I %.'i `1'�-7� BUILDING PERMIT NO. : DATE a ®2jm52 r] PERMIT FEE S 22.00 Td W) GK..BUILDER'S B NO. /- � D DATE ZONE PEOUIREMENTS 2.39 000 CU. FT. PLAN CUBE 28, 15 .. CU. FT. EST. COST S :1,.8, NFL _DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES ROOF CONSTRUCTION i f 1 L�C - i' NEW CONSTRUCTION REPAIRS ALTERATION ADDITION SUBMIT -ED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL 3 c7C� 7fi1 'or-74;;as— ,. _i j rOQIV. L lou$iC DESCR,PTION APPROVED REJECTED REFERRED TO COUNCIL INTERIOR CONSTRUCTION f7c7.1. � r Le CU :L.4. r DESCR IPTION REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED ( BY ; . TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE REASONS DATE INSPEC�TIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION PERMIT NO. DATE FEE TEMPORARY SERVICE TEMPORARY SERVICE BEAMS & LINTELS SEPTIC TANK / _ $ SEWER RANGE CONN. FRAMING $ SOLAR HEATER MOTORS $ GAS FIXTURES $ $ $ FINAL RE- INSPECT BY RE- INSPECT BY CLEAN -UP %�' _ -1 CONTRACTOR " PHONE PERMIT NO. I DATE ' ,. FEE $ NEW BLDG. 1 ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE TEMPORARY SERVICE $ SEPTIC TANK .. - , - _ $ SEWER RANGE CONN. $ SOLAR HEATER MOTORS $ GAS FIXTURES $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING TEMP. SERVICE _ -1 GAS ROUGHING 2 - V a >S t G / kf . SEWER H. W. HEATER CONN • SEPTIC TANK 1'" i! j ' •'� SOLAR HEATER FIXTURES �• 4. ,, - ' jI II fl, ' r r �' 1 , �,-., f .c...-- CONTRACT ''� . 1 s ,. PHONE PERMIT NO. 4 -1 1/4,, DATE ` FEES NEW BLDG. 1 ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE � $ H. W. HEATER CONN. S RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE _ -1 ROUGHING 2 - V a >S t G / kf H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL ,-/BUILDING ilMSPZCCTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PgRMIJ$ & INSPECTIONS APPR ' °_ TO POWER CO. FOR SERVICE DATE ,a