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1275 NE 94 St (8)Permit No Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement of ine plans and specifications herewith submitted for the build inc 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 building during progress of the work. � Date. .._la . �_ ^ . ._. , 11 Owner's Name and Address . W'ht tlw t �.�.. . � — No r' a 7 ... Street._ ?"9 Registered Architect 4nd /or Engineer . .... ............................. Name and address of licensed contractor ..... 11.a'' - Location and legal description of lot to be built on: . p] 17119— / 6 / / . �/ S d / K/e vt/ Lot ,� Block Subdivision /44m" Street and Number where work is to be done itZ.s• .?ies -4 - �.._..__ State work to be done and purpose of building (by floors). rtQ!Yt.e_.Tt.‘n4grz,si :t?4/05" Pei- Zf �YV Building Inspector and for no other purpose. New Building Remodeling ✓ Addition Repairs No. of Stories. :s75., To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ ,. f / 5 . 4...Q Amount of Permit & 2101 _ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot .......... m 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 umler.ir,cd applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer cf 1.1bur under the Flortda Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied %%ith 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 arc required by the Act. The undersigned agrees to employ only such subcon. work to • performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, 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, end that all facts therein by him stated are true. l Date .... Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires .. PLANNING BOARD DATE Cnair:nan Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'lannin;.: l;u.rrd. A re mspection fee of $1.00 will be charged when such re inspection is made necessary by Improper notice for insprvtirrn or faulty materials anti /or workmanship. PERMIT APPLICATION FOR MIAMI Si Date Job Addressy a r N q 4 S� Tax Folio Legal Description ' \ Historically Designate Owner/L essee / Tenan / v B E R I 1 Owner's Address Ph Contracting Co. X (r) cor7 Pr' Address Ivory Tusk 5(:21 -2 'TRIM Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one) t / BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Pt to T `L -.0 Iii I O e, 4 ?i^ A S 1 L. et-L- g iq Q6 S USE T (2., I CODob )W ln f� 131- 1,et.c c O rJ Square Ft. Estimated Cost (value)x 600,0D 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. iif l 7 Signature of owner and/or Condo President Date ontractor or Owner - Builder '2 ,-- (57 L 4 / ? -17-1 Notary as to Owner and/or Condo President Date Notart,/as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: FEES: PERMIT V f� RADON APPROVED: Zoning Building t 1 ° ri, Electrical Mechanical Plumbing Structural Engineer W1" C.C.F. 1 6 O NOTARY BOND TOTAL DUE /lers } Date APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE /'7 AJ, / Job Address Legal Description —irrt b ELK 11 / Tenant V (Z r /I" ) / (-C: /2-) O � NY' �~ > +: NOTARY SEAL (3 . _ _. SCOT W DAVIS N � `\ ,. COMMISSION NUMBER �� �1 .. ''PAY COMMISSION EXP. 7 L PER 0'r ._ _ ' .JAW. 26 1997 FEES: MIT /c0, oU Tax Folio /( - (.3,Z O S 0/ 0 -- 0 0 9' Historically Designated: Yes No Address Master Permit # Owner's Address S c- 2 1 1 c (0,),\I c Phone 0 --- — 3 3 Contracting Co. O w 0.1 E (L U 1 L p L P) Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor I $1 N ATI O ILl LA) I D 6 SAME Rs (-)15 V e, Permit Type (circle one). ILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION .ice. !_ /�. .1_t * _ // ./. _-4/� 1/_ te r_ 7� .-P�l , //4 rA-fic L Y Lo 0ti - t4i4-x�67E� F, iL C.{ �oI j .3 (5/4 ,, Square Ft. 3 , S 4 1 Estimated Cost (value) 4 7JI9 , J WARNING TO OWNER: YOIJ 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. / Aor — (2-- 6 OU-eANJ' NJ-4-QCLD s ure of o e and/.COP:gs a Signature of Contractor or Owner- Builder Date (i -(2 -56 Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: My Commission Expires: Building C.C.F. /. 0 0 NOTARY tT 0 0 TOTAL DUE / 86, .0 0 Electrical Plumbing Engineering vE /24 /iv ‘- /Fr -7) 0 4. METLOADE METROPOLITAN OADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 Andersen Corporation FAX (305) 375 -2908 100 Fourth Avenue Bayport, MN 55003 -1096 The Your application for Product Approval of Series FWH 3168 AL - Inswing Wood Patio Door (X,) 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: ap*cant, Andersen Corporation along with Architectural Tessin Inc. test report No • ATJ- 14451 -N dated: September 1S, 1994 signed and sealed by Allen N. Reeves, P.E 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 for glazed products. Thi a approval shall be valid for a period of four years. The Office of Code Compliance reserves the fight to secure this product or material at anytime from a jobsite or manufacturer's plant for quality con rol testing. If this product or material fails to perform in the approved manner, the Code Compliance De artment may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any am to the South Florida Building Code be enacted affecting this product or material. expense of such testing will be incurred by the manufacturer. ,t( C.8.4'r 7 Expires: 09/30/98 � '• D' . :•ond, P.E. • roduct Control Division Acceptance No.:94-0920.05 Supervisor THIS IS THE COVERSITEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL _CONDITIONSI,- BIJILDDIG CODE COMMITTEE Thrs 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. NOTE; - THE txsrAUaTION OF Charles • anger, P. THIS Mt WILL Director tUrQUIRS A rsRRiCJ1 s PROTECTIVE SYSTEM, Building Cade Compliance Dept. Approved: 1 1/21/94 -1- Metropolitan Dade County 20021 HaniaT NIVQI2I3HS t1.090Z6SOC1g, Tt :ZT 96'O1itO Anderson Corporation DESCRIPTION OF UNIT MODEL DESIGNATION: FWH 3168 AL Inswinging ood Patio Door QVERALL SIZE: 3 0 -1/8" wide by 6' 7 -1/2" high CONFIGURATjON : X No. & SIZE OF PANFT S: One; panel measures 2' 9 -3/4" wide by 6' 4 -1/8" high. GLAZING MATERIAL; The panel utilizes nominal 3/4" high performance insulating glass f from two nominal 5/32" tempered sheets and a desiccant - filled spacer system. GLAZING METHOD: Set from the interior against silicone backbedding. Wood glazing stops ale used on the interior, secured with 1 -1/4" finishing nails spaced 8" on center. J-IARDWARF; Description 3; Point lock with keeper L It lock f hinge APPROVED : N(1 9 t 1994 EXPIRES : September 30. 1998 Ouantity 1 COQ 1I3ffaill g'daI213HS ACCEPTANCE No.: 94- 092Q,95 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS NWWDA I.S. 8 -88 PA 203 -94 AAMA 1303.5 -76 Dade County Approval # 94- 0920.05 Expires: September 30, 1998 Location 5" and 37 from bottom rail and 5" from top rial, with actuating handle 36 -1/2" from bottom rail 1 39" from bottom rail 3 12" from head and sill and midspan Qil Diamond, Product Control Division Supervisor 6 LOS OZ6S OCZ; Tb :ZT 96 /O1/b0 TEST - TEST LOAD DESIGN LOAD Ulf 4TFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +100.0 PSF +66.67 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -44 NEGATIVE e. -100.0 PSF -66.67 PSF - W14TER RESISTANCE (PSF) ASTM ES47/E331 9.0 PSF +60.0 PSF AIIR INFILTRATION @ 1.56 PSF ASTM E283 (<0.34 CFM/FT 0.03 CFM/FT FORCED -ENTRY RESISTANCE (FER) A4MA 1303.5- 1976 ATI- 14451 -N Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) - 66.67 PSF 60021 A derLen Corporation EXPIRES : September 30. 1998 NOTICE QF ACCEPTANCE: SPECIFIC CONDITIONS WEATT-7.$STRIPPING; Description Quantity — Location Santoprcne bulb 1 row Perimeter of panel Description 5/8" by 3/I6" weepholes 5/8" by 3/16" weephole Quantity 4 6 Sill track exterior, located 7 -1/2" from each jamb and midspan of sill FRAME CONSTRT1C3101Y: Coped, butted and glued corner construction fastened using four #1P by 2 -1/2" long screws per head jamb comer and three # 10 by 2 -1/2" long screws per sill jamb comer. PAWL CONSTRUCJ'TON: The wood panels contained blind mortise and tenon, dowel and gtt ed corner construction. -2a- ACCEPTANCE No.: 94 0920.01 APPROVED J.nea tion Sill track, 12" from jamb qt Diamond, P. Supervisor Product Control Division 110V 2 1 19 9 4 2I3ffWff1 MVQIlI3HS 6L090Z60C4 V7 :Zt 96 /OT /I0 ,knder tsorporation ACCEPTANCE No.: 94- 0920.05 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS INSTALLATION: CREWS ANi fFTHOD OF &UkCHMEN'F: he door is installed within a 2" by 10" wood buck ILL : The sill is set in silicone backbedding. HEAD : # I0 x 3" FH at 6" from comers and a max. of 24" o.c. JAMBS : # 10 x 3" FH at 6" from comers and a max of 24" o.c. Two #10 x 3" screw through hinges (3 hinges). Four #10 x 3" screws through lock keeper and jambs and located one per top and bottom keeper, and two per midspan keeper. A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. TYPICAL ELEVATION; 0 0 ?b APPROVED ri 2 1 1994 EXPIRES : September:a 1998 Cif Diamond, P. Supervisor Product Control Division SOOZ Haffial 4'VQI2I3HS bL080Z6SOC$ Zb ZT 96/01%10 900 2) Andersen Cocaglatign ACCEPTANCE No.: 94- 0920.05 EXPIRES : September D. 1998 NOTICE OF ACC .PTA,NCE: SPECIFIC CONDITIONS This approval applies to single unit applications only, as shown on page 2b. Units with dimensions smaller than those shown orrpage 2b shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted thru comparative analysis approved by this department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. 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. Note: The installation of this unit will require a hurricane protective system. 2c - 213ar ill Nn a I ORS APPROVED 2; :;4 fil Diamond, P. Supervisor Product Control Division DLOSOZ6S0C.$ Ct :Zt 96 /0t /t0 NOTI 1. 2. 3. 1 A 4. 5. 6. �.• 8. 9. 1 100 B OF ACCEPTA For multiple window filed with Product Co This Acceptance will is tz ust be labele gig° the stand 1 : CE: STANDARD CONDITIONS FOR GLAZED PRODUCTS tallations, approved mullion drawings and calculations must be ins - - - - -3- H30101 KVaIH3HS atrol. q a. qualify smaller units of the same design d as the unit tested. cturer's name Da • County Product C o elevation and date of expiration. be considered after a new application has be filed and the Extension of Acceptance may be ears old, has been re- evaluated. supporting data, for test reports less than four (4) years of the product shat automatically Any revision or chance in materials, use or maauf ranted for revision or change. be cause for termination, unless prior approval is g of this product or a change in Code provisio;s shall be Any unsatisfactory pe � o �2.nce P ;rounds for re- evaluation. This Acceptance shall not be used as an endorsement of any product sales or p urposes. doors have been tested in accordance with ' \SV A"'�M Aluminum windows w �vs and sliding I.S. 2 -37 and sliding doors I01 -33 or for wood azado a Ming d ors A� �AZ• 5.3-33. p�NSU`Ww�VDA t•S• � -s an S gia? doors shall be tested for positive and ae!ative wind pressures as per Chapter 13 of the South Florida Building code. Hardware for alt windows and doors shall conform to Security and Forced E-ty Prevention, Chapter 36 of the South Florida Building Code. The spacing of fasteners shall be as tested or 24' whichever is less. The m• '+ R e fast fastener shall be located a =Cauca of 6" from each corner and -tlioa ar or rae. mum penetration of fastener shill be as tested "/4' whichever as higher. wood o _ or plastic shields or Qias shall be used. moo. S for first mess otherwise noted is the test repot., minimum size ° a above the first a=e seeped U NO. 10 and seeped floor iastailaaons anti w :roots. Diatnord, p.E \product Control Diisioa • Supervisor 171080Z8SoC.g, C6:ZI 96 Ot/VO Pos o'ty Color Size of Shutter Housing Total Unit Width Height Ind Inc, Tracks Housing 3C .LIZ $O Operatbn Skis (from inside) In consideration of American Shutters Co., extending credit, we do hereby agree jointly and severally to pay for all goods, wares and mer- chandise supplied to any of us and/or the above named business. In the event it becomes neces- sary to place the account with an attorney or agency for collection, we agree to pay all costs of collection, including reasonable attomey's fees. Custom Tracks Copt nt a 1 I / We agree to the conditions and terms of this contract as stated herein Remarks .5 ;fe-, '- We e I U 4..t • 4-1 ?le / r r�. 1st down payment 2nd down payment 3rd down payment Balance due upon Installation Interest will be charged at 1.5 % per month on all balances outstanding more than 30 days from date of the installation. U nit Price 1q7,5 321 37 5 Sub Total Amount Tax Total Amount Down Payment Down Payment Down Payment Balance Due ''` AMERICAN SHUTTERS ERS CO. 3 OF MIAMI, INC. 18N.E. 4th Court N.Mlaml Beach FL 33162 2795 34th ST 8 St. Petersburg FL 33711 Ph. (305) 651 -2010 (813) 867 -7994 a a ESTIMATE ORDER INVOICE Date: 4 - I I o Rollshutters o Accordion Shutters • Storm Panels With Installation o Without Installation NAME: Ge &9f? /ll } /• C' i'" DELIVERY ADDRESS: /2 S /N. /= f I,24.41/ _572 c ves Phone Nr.: X f/ - H E 2 Delivery Date.: 1 / � k I.i s Fax Nr.: Installation Time.: Total Price 3'/ 470/ /67 r , APP-11-96 THU 14:46 FLA METAL I ND 05 _2= 2182 P.09 Mi°TRODADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Metal Industries, Inc. 1660 W. 33 Place Hialeah FL 33012 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 Constnlction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 94 -41, Sheets 1 tlrru 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 Approved: 10/19/95 Rai Rodriguez Product Control Supervisor THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 1)111JJ.)ING 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. 7,4 s *anger I At. Director Building Code Compliance Dept. Metropolitan Dade County ' AF'R- 1 1 -96 THI_I 14:47 FLA METAL IND F'Io rida Industries ACCEPTANCE NO.: 95- 0821.07 I. DESCRIPTION "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. EINIITATIONS 3.1 The design will be dependent on the maximum panel span (height) of: 3.1.1 B_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 wali 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 separati.O.lLtosAisting.g as_to prQLeu.sbiiJ.11z . Reinforcement required Panel span up to: Min. Separation to glass Design Load 96" 3.2.1 3.2.2 3.2.3 Alum. Strap @ 24" o.c. 1" x 1" x 1 /I6" Steel Tube None APPROVED : OCT 1 91_945 EXPIRE'S : _._Lu.g<lst15,1997__ NOTICE DE. CE.ETANCE: SPECIFIC_ CONDITION 105" 70" 05 828 2182 P. G6 2" +50, -72 PSF 2 1/2" +72, -72 PSF 2 7/8" +58 -76 PSF Mantel Perez, P.E. Plans E iminer 1l Product Control Division .APR -11 -96 THU 14:48 FLA METAL IND 05 828 2152 P.07 • Horid Metal Industries ACCEPTANCE NO.: 95:.221.07 APPROVED OCT 1 9 1995 EXPIRES : August 15. 1997 NOTI E.5Ri4C PTANCE: SPECIFIC CRN_D TIONS 3.3 Maximum clearance between .top of panel andi 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 Direst 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 I3uildout 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 wail; 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 nsicl q_Mo nn ut 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. Product Control Division A PF'- 1 1 -9E THU I 1 4: 49 FLA METAL I ND 05 828 2182 P. 08 klorida Metal 1<ndustries ACCEPTANCE NO.: 95- 0821.07 APPROv1�,1) _ OCT 1 9 1995_ EXPIRES : August 15, 1922- INT)TICE OF MCFPTAN F: SPEc1FIC CQ ITISZ, 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 l 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" /. ".alumingru rap OR .l" x 1" x / "steel tube, across the whole width of the opening during periods of l Iurricane 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 of4, 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. 1 (1111,42 Manuel rez, P.E. Plans Eccalminer II Product Control r)i:iicinn TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70" SPAN) NO REINF. SATISFACTORY HETI 95 -439 Max. 2 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) POSITIVE +75.0 PSF HETI 95 -439 +57.7 PSF HETI 95 -439 4 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 REIN'. +87.0 PSF HETI 95 -442 -114.0 PSF HETI 95 -442 +53.0 PSF. HETI 95 -442 -76.0 PSF HETI 95 -442 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (70" SPAN) NO REINF. 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. __ ,PR-11-9E THU 14:50 FLi=i METAL I ND l riida Met .l n.dustiieA ACCEP'T'ANCE NO.: 95- 0821,07 EXPIRES : > > st i 5. 1997 NOEU. ;. OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORI1 F D TESTS: JLTS: �+5 828 2182 P.09 APPROVED OCT 1 9 19P5 ?c Manuel Perez P.E. Plans E niner I1 Product Control ]Division APR -11 -9E THU 14:51 FLA METAL INIA 05 828 2182 P.1@ Florida Meta'industries ACCEPTANCE NO.: 95- 0821.07 APPROVED :.1 9 199 EXPIRES August 1 �. 1997 NO T!OF AC EPL NCE;. SpEc1F1 C COM ll_TIQN 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 01/20/95, 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., April 10, 1995. Manuel ' -z, P.E. Plans E - PrrviurtC_nntrnl_Tlivicinn iner I1 •AF'R- 1 1 -9G THU 1. 4 : _ 2 FL.A METAL IUD - 7 lorida Metal Industrieg NOTICE OF ACCEPTANCE: STAN ARD CONDIIIOn 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 lilted 1,)4kw only. auly to glazed pLoductiand dotal. 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. I I. 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. ENI) OF THIS ACCEPTANCE - 3 - 95 828 2182 P.11 ACCEPTANCE NO.: 95- 0821.07 . OCT 1 9 1POK APPROVF.f. EXPIRES : gt usj 15_1997 Ar Manu Perez,P.E.Plans Exafr'i)ier 11 Product Control Division r x CONT. w/ (2) 1/4' • x 5' LAG SCREWS o EACH STUD w/ 2- MAN PENETRATION INTO EXSSTING STUD i ‘‘- • I WOO 1STUQ O 24' O.C4 RE I {EAL1 ATn2N DEr n. Ot EXISTING WOQQ BUCKZ MAX. 5HUTTT,FL HEIGHT - 105 MAX_ DE:PC11 LOAD - 72 PSF OTHER CONOTTIOra STM1lM FOP. FASTENEJ5 SEE SCHE:DU1£S SCALE . / 14 x 3/4' TEKS O 12" O.C. L X 4 X 1/8 CONT. ALUM TUBE A/ (2) 1/4 • x 4" LAG SCREWS O EACH SRJD W/ 2 MW PENETRATION cN70 ExIS'ING STUD 2 X 4 X 1/8' 2 X 5 X 1/5 ALUM ANGLE CONT. E - TlN , WOOD TRUSSa 0 24" O.C. MN(. 2x• MEMBERS SPAC1 NG I NCAES j J TIPS 17 { 8 ( - 1t 2 121 , - 9 - 1 = 1 12 - 1 R 1 (3) i 14 S.M.S. 0 EAL.'H RAFTER 2' MIN. PENETRATION J - � 1 74 • ?Lxwoo0 ���` - E.(GT1NC SOFFT 1 I { 3' MIN. / //IIA //IIIdiMW 1 { 1 HEADER CON,NECTTON TC WOOD TRUSSES MAX SHUTTER HEIGHT - 105" .M x DE9(:N LOAD - 65 H'SF 1 - 1/4" — 4 _..1/4 - 20 . 3/ 4 SUDS w/ w NUT 8 WASHER 0 12' O.C. 3/4' 1 -2 , 3 x 1/8" ALUM. ANGLE — 1/4' T(RU BOLT w/ WASHER h NUT O 6' O.C. 1 --3/4' MIN. u�. COUNTER TOP COND(T1ON (PASS THRU WINDOW) MAX SOUTHER HEIGK - 6 rT. MATC DESIGN LOAD - 70 PTV. &..:1NEFt NMAYOUN FAROOO P£ f 16557 5Ep w 9 1995 v a s W '.X 1� Q U CO ?m ac CV (0 17 ri Q � j E Y o ▪ I ) 1 1-1§m11111 AFF:tOY[D AS COMPLYING W;TH TriE ? SOUTH FLORIDA BUILDING CODE DAT -OCTO b6P 7gg5 .1 1 1 PP.OD;;CT C0.:7R0; DIV!Si011 BUILDING CODE COMPLUh OFFIC .1CCuPTANCE NO u5 - Z 1. 6 - ; 2 VJ I ti ce • sAmE T ' 1 j 1ti h I� I ;,YACI Nii 1 'CIES ANC OS. UPY0 43 ySF I (PTO 72 °21. TYPEc-\.clyLOCK[w COMCJ OLOCICIYEc�[:r' L. 1 4 1 ,_ 1 DIR! r r MOUNT NFORC:]dE147. SPAN! SPAN -i STEEL TUNE 99 ' [ NONE 7 —_J 1 -1 /2 X 1/8' ALU+1 STRAW (6Or,3) 1 0 24'0.C. 1/4-20 X 3/4' moS r 1NNCNUr a vr:3+Fx o LAP JOINTS 1/4-20 X 4" RCL75 _ - J 1X74 JAC1 N1RS 12' PA,NR 'REINFORCING DETAIL 1/ 4' • O.C. HORS 2 • 24' .0 12' 1 X 1 X :/16' 5 Ea.TUBE a WO SPAN 2 2X3X1 /ri' j -rte FOR ANGLE FOR ENO CAP AS RECD_ AT 3UIL1 -011T COIR'I IONS B ENO CAP BUILT —GUT CONDTIION ENGsIEC_R: rfUmAYOUN FARO PE / 16557 S p N 9 1995 APPROVED AS COMPLYING YiiTM THE SOUTH FLORIDA 3411.01NG :,SCE _ DAT I • • n :II 7 I CONC4OL DIV.S'0Y DUIILINC COOS COMPLIANCE OFFICE ACCEPTANCE NO.95 - QR2r Cr) drowmg no. 1 94 -41 +nent 3 of 4 C 2 •11 iJ :APACI NG . NCHE:.: i • P1 Lrro 45 PSi" 1. 1 1 L. ! - 1 - 1/4' MIN • 1[1 ,.....,.. , I ,.... ..-..--1 .•. I fa 1,11 . • it WALL MOUNTS SPACING wi I NCHES 'ANCHOR uPTO 45 PSF uPT11 72 PNF rryc - N . IQ.LBJ A QQL . vs.=,:rONC ELD:31 WOOD1 1 7 - g _ _ • I TT - 10 • __R QNFORF EMENT1 SPAN ' ALUM STRAPS( 96' 1 2/e SILIDS • • W/ WING HUT 1c 1.H� 0 12 O.C. ;7r x 2 x 1/3" AL ANGLE 6063-T5 TYPICA- ANCI-4CF SAME AS He...A.00R FOR GENERAL NOTES AND Ex7RLJSION DETAILS SEE I:Ha 1 Th7T1 ANCHOR uPTIT Psr r ilirrr i -PAC: NG 1 N.:14Es irrE viS2214D,Iir ' OrldW00 - q )__- 1 6 1 6 i t E 15 _____l_2 6 . ■ 61 J-- ' - ' 6 1 6 ! 6 ' • - I 1/4" TFR -I . — I - WAI I MOUES :•;Pmla NONE I 105" SECTION R-Q / 1 t Wl WING NUT & WASI-CA 0 12" 0.C. 1/4 6 3/4" STUDS 1/4" TYP -I 2 x ALUM. ANGIE 6063-TS SPACING 1l40HI ' ANCHOR UPTO PSF I UPT0 - e i T3Pf 0,3H A 1Z 7 - 4 0 I :2 10 1 - 12 1 6 - I - Ti • / • . • ! 1PA-1 NC: i I IcotAr, ncidwo. TIRLDCX WODO ANCHORI L'PT3 45 IS3r uPTCI 72 AST L ! 12 0 - 1,1 12 . 9 - - I .1115 '1.1211411a5 Mra A • SECTION C-C , '3F•AN4 ALUM STRAPS 91-1/2 t I 1/4-20 x 3/4" STUDS W/ YANG NUT & WASHOI 0 12 0.2. / • r- .7ACI NG INCHES 1A14CHOR um 45 PSF 4 12r1 I - TY A -E— . C e Z2F41•F i saptp58.1t0; 1 0 DWG !Tile I ANCHORS: EMBEDMENT 4 EDGE Li - 'M./CAL EDGE DISTANCE !DISTANCES SHOWN ARE 9CrOND CONC. A DLOCK - 12d (12 ANCH0R 01A14ETERS) • THE WALL & FLOOR CONTAANG WOOD - Ed (STUCCO. TILES. ETC.) FOR i653111 EDGE ot SEE SHEET 4 OF 4. I LPAC 1 MCI 1 NCHLS IANCHORuPTO 45 PLI. V BLIII T-OIJT cpunmoN 1/4-20 X 1/2" SOUS WITH NUTS 0 r O.C. 2 X 3 X 1/8"j 2 X 4 5 1/8' 2XZX I/8" ALUM ANGLE 1 / 4-20 X 1/7 0OLT5 WID4 NUTS 0 6" 0.0- SEP 2. 9 1995 uPT0 72 PSF 1:70/1747n .! • . _I k ,.-----,-- A MAX SPA14 - — — IREINF JRCEMENT SP.NL I STEEL TuRE 1 or :II 41 - ---)N-- I x , la • 1 g SECTION D-Q a/4CtN6Di: NUMAYOUN FAROCKI PE # 46557 APPROVED AS CDVITING WITH TIE SOUTH MAMA RLDLOiNG CODE 1 ' PREKA.Li - MIRO; Div:S,ON 8DILEtt.0 CODE COmpLAANcE OFFICE ICCEPTANCE NO. - z zP r ALUMINUM PANEL .063 THICK (5052-F332) TALI. ARE BASED ON TY?1CAL EDGE DISTANCE - 17a. FOR LES;ER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DKT.`12d- 3 -2 -1 2 Rd- 2'6d -1 -1 2' Go -1 -1 4' REINFORCEMLM" REQUIRED PANEL SPAN I MIN. SEPAPATION I UPTO FROM GLASS DESIGN LOAD ALUM STRAP 0 24' O.C. 66' 2' +50, -72 - 1 X 1 X 1/16' ET .� VI j 105 _ 2 -1/2 . +72. -72 PSF NONE 70' i 2 -7/8' • +58, -76PSF FASTENER SPACING IN MASONRY TALI. ARE BASED ON TY?1CAL EDGE DISTANCE - 17a. FOR LES;ER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DKT.`12d- 3 -2 -1 2 Rd- 2'6d -1 -1 2' Go -1 -1 4' FACTOR [ 1.00 0.86 0.71 0.57 0.50 EXAMPLE FOR 3' EDGE Dl.'T. SPACING - 12' O.C. (FI+r' TALE) FOR 2' EDGE DIST. SPACING - 12 X .71 - 8.5 0.C. G M • 1.O i ! ! f-.0,... r-f---- ' 1j-• -.061 1 (l-- 2.000 ----1 + __P 16 L M UNT H E .- L - ii 6063 -75 if CFU LNG MOUNT HEAfy$ 6063 -T3 2500 4.9 C A� -- 41.180 (3) I r.- 12.000 15.500 PAW' ALUN1 NUM . 063 '5052 -H32) END CLOSURE ANGLE - REOD. ONLY ON 1 BtALT -OUT CONDITION SEE DETAIL A 51i8ET 3 II� Ili TYPICAL EDGE DISTANCE IN WOOD - 1 -1/4' NO REDUCTION FACTOR 1S REQUIRED 24' TYP TIPIJU ANCHOR AHCNJR e- 1/4' TAPCON 1 -3/4' EMPEDM84T TO CONCRETE 1 -1/4 8 JA32DMENT 70 BLOCK ANCHOR (5:1.4 1/4' RAW CALJ( -1N. STAR. TNAPIW CA? ECUAL TOTAL ANCHOR 800Y INTO CONC. ANCHOR(?). #14 S -W.S INTO WOOD, 1 -1/2' MIN. F640E74E.NT (5.G.- 0.47) NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE EEYOND THE COVERING (STUCCO. TILES. ETC.) c PENFORCE114EP47 SCR S1.. 5,1a7 2 Sc 3 TYPICAL ELEVAl PAN17S cm PE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLCABL: REINFORCEMENT AN0 ANCHORINC DETAILS. 41 -44 5.000 z.DDC II 2 X 3 X 1/8' I 1 2 X 5) 1 /9' EU1iJ -OUT ANGIFQ 6063 -T5 PRODUCT ,14 A LABEL SHALL BE AFFTXED AT BOTTOM OF EACH PANEL WITH THE FOLLOWING STATEMENT. FLORIDA METAL INOUSTP3ES, INC. HL.LEJW FL 'STORM GUARD' ALUMINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED ATTN. OIOC. OFFICALS 00 NOT ACCEPT TMs DPAw1wc w/0 I?OiCDA M TT1t METAL 1NOU1E. l RMSeT1 CORPVRATE SIN_ F T ! 1.SD0 / Z P it 1 ✓ g a O 0. . IX O N .4- Uw n z n l O CL c ,0 m 0 r �6 o v a; GTE w i ' cl j �I l I 1 = r = �i2nII 1 4 -D y l ) 3 W C rr a D w g Z ° ao L I n� j DESIGN LOADS SHALL HE CALC'Jl.A lD AS PER REQUIREMENTS OF i 3 Z Q p L *3: =- 1 ASCE 7 -88, BASED ON 110 MPH WINO VELOCITY. J i e o 5 1 iJ I 1.000 1.000 1-- 1 -•�j� --.062 TIP STEEL TUBE .gF4FTW 451 4. 1105 STRUCTURE L2 DESIGNED AS PER 1HE SOUTH FLORIDA BALD!NC CODE 199 EDITION FOR DADE COUNTY, ALSO FOR 'WW0 LOADS AS PER .4508 7 - -88 USING CORRPONOINC LOADS. ' CR 0C5ON P.ERU FOR ALLIONUY. 1.64.111.40/4 1.64.111.40/4 MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WTTH THE ALUMINUM CONSTRUCTION MANUAL' LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL RE ALLOY 8003 - -T5. OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETNLL' ANCHOR EMBOMENT 70 BASE MATERIAL Sl -ALL BE BEYOND WALL DRESSING OR STUCCO. OIF ERENT TYPES OF ANCHORS MAY 85 INIERCHAN DIN APPL'CATION. 5. ALL. 8015 SHALL 3E STAINLESS S F-EL. ALUMINUM ALLOY 2024 -74 OR 7075 -76, OR PLATED SIT - WING NUTS 70 BE GE =NC ALLOY. - 6. THE DESIGN AT ANY GIVEN ElEVAT1ON SHALL COMPLY WITH TNE TABLES PERTAINING Tu THE CMS-IRE/ZONE 7 . DESIGN CRITERIA FOR PANEL;: MAX DEFLECTION 5 L/30 OR 2'. S. ANCHORING CR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE 70 BE ENGINEERED SEPARATELY. • 9. EACH PANE" SIANL HAVE A LEGIBLE FWD READILY VISIBLE NARKING INSTRUCTING OWNER OR TDAN7 TO SECURE PANELS WITH APPLICABLE 4ENFORC:JAENT DURING PERIODS OF HURRICANE WARN840. . ENCIF:L:R: HuMAYOUN FAROOC PE it 16557 EP 2 9 1995 PANE! RFINFORCFTL{Fta DFSIGN PRESSURE RATING ALUM STRAP 6082 -86 6878,0882` AS C " P1.Y)NC WUII SOUTH RC"AIDA BUILC -tNG pA1 1 .0 BUILD, CO , DIti'.S:F �( drOW�ng no. 8U11DI .151 CDMPL1A 08082 �9 4 _ 41 A cE NV0'�QF 1.57 1 (Ohect 1 OI 4 U 4-� C7.5 _ o s cc MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 building during progress of the work. Owner's Name and Address --�� ��y Date 4 4J6 / 19 '! l J f ♦ /�L t�l v i 1f i IJ� `�'r(7t•1� I e51�{� 7 �isrNo. Street Registered Architect andior Engineer Name and address of licensed contractor /4 e •1 / /a t `d.1"'lrl / 1 \". d 7 Location and legal description of lot to be built. on: �} �r Lot / Block Subdivision 7)1 �/ / k ilt -[I/ 1/ si es /O Street and Number where work is to be done .� N State work to be done and purpose of building (by floors), state ex�er °r colors (submit ›C ria iZ Iva. � Wh1 /— -- /A /1 �0/ D,e t2/ / ;� -ri /I Qe) / and for no other purpose. New Building Remodeling Addition Repairs V .7.- No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S .3) ,7 U (2) Amount of Permit 5 • ©i 7� Zone cubage required Plan Cubage Distance to next nearest building 6r) Size of Building Lot Maximum live load to be borne by each floor I hereby submit all 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 permit does hereby certify that he understands and accepts his obligatons 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 subcontractors, on work to be performed Remarks (Signed) under this permit. as are licensed by Miami Shores Village. r if 1 ti/e STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. 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. Permit No. Date t9 ' 1 Read. Sworn to and Subscribed before me. Disapproved 1 Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved 1 ate Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and -or workmanship. Notary Public. State of Florida OF T�