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SHUTTERS-. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date 6/ ' 7 lob Address y V /" /�� —s Tax Folio Legal Description Historically Designated: Yes No en /Lessee/Tenet f , •A- 7f 1 / c 7) o /F% Master Permit # bs 1 ' L° 0 ° • Owner's Address z.) / � J -/ Phone r ( Q v Contracting Co. J `— f ' ki LA) Phone 8 0 3 c 7 State # Municipal # Competency Co. #g U IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. WORK DESCRIPTION: , S - 6' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY 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 all disciplines. OWNERS 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 stat "kC O Lure of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT 3q + s 0 RADON APPROVED: Zoning Building Mechanical 76f 2x1 /'. Estimated Cost (value) L7-9/ 7 Sf Ignature of Contractor or Owner Builder rid Cli Date Date Notary as to Contractor or Owner Builder Date My Commission Expires C.C.F fir 3 0 NOTARY y V = BOND TOTAL DUE I b Electrical Plumbing Structural Engineer Date � Vez2 Job Address Legal Description ! / Tenant P,(4 Z) ) Owners Address yq 4/E re sr Contracting Co. e l C- 14//%411 1/ Qualifier (Taceph CCa,a Notary as to Own My Commission FEES: PERMIT PERMIT 4PPLICATION FOR MIAMI SHORES VILLAGE Tax Folio Historically Designated: Yes N Address Master Permit # APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering Phone 20 5" - 758'„S 94 ,✓ le " /e3 Phone 3,25 pf6 X72 State # Municipal # Competency # 5,615 0 0 ..363 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Notary as to My Commiss RADON C.C.F. NOTARY BOND TOTAL Dl1I' Permit Type (circle one): traIDINOELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FE iCE SIG. 4 WORK DESCRIPTION Sii9P 7 2-17e-A Square Ft. 'Sc7 Estimated Cost (value) �� / 76 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE f•) 1.4) SC MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBIT .LEI '1 NAi`+ C ING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONMEN 2.11 ENT.' Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached ac.c,endit n (il applc..l I ). certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I und... surd hat re )arate 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 complianc( w t . 1311 ap :iicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work state I' *,r 6 /s_S/—o✓ / D It.' it a /2i /o Dat e2Y 4/F Job Address Sincerely, Al inum World, Inc. F r cisco Rosa , President Aluminum World, Inc. 1767 West 37 Street #18 Hialeah, Fl 33012 Phone: (305) 825 -1355 / (305) 485 -3464 / Fax: (305) 825 -1356 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Municipality We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel Shutter under No. 01- 1029.02 and the "Storm Guard 0.063" Aluminum Storm Panel Shutter under No. 01- 1029.03. ❑ This letter authorizes to use our 20 Gauge Galvanized Steel Storm Panel Shutter under Number 01- 1029.02 at the above reference address. 0" This letter authorizes 7c, , ,p6 /7 ,. silk-411er to use our "Storm Guard 0.063" Aluminum Storm Panel Shutter under Number 01- 1029.03 at the above reference address. ,, ck i)a pir /.//,44f/ f/ S.la?, S 1) This form must accompany the application for building permit and shall become part of the permit documents. 2) The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height iMayemu Effective Wind Area (or, Tributary Area) in Square Feet 10 20 50 100 200 500 -1.10 -1.05 -0.98 -0.92 -0.87 -0.80 C. 15 -59.4 -56. -53.6 -51.2 -48.7 -45.5 20 -62.9 -60.3 -56.8 -54.2 -51.6 -48.1 25 -65.7 -62.9 -59.3 -56.6 -53.9 -50.3 30 -68.5 -65.6 -61.9 -59.0 -56.2 -52.4 40 -72.6 -69.6 -65.6 -62.6 -59.6 -55.6 50 -76.1 -73.0 - 68.8 - 65.6 -62.5 -58.3 60 -78.9 -75.7 -71.3 -68.0 - 64.8 -60.4 Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 50 100 200 500 - 1.00 0.95 0.88 0.82 0.77 0.70 15- 54.7 5 49.0 46.5 44.1 40.8 20 58.0 55.3 51.9 49.3 46.7 43.2 - 25 60.5 57.8 54.2 51.5 48.7 45.1 30 63.1 60.3 56.5 53.7 50.8 47.1 40 67.0 64.0 60.0 56.9 53.9 49.9 50 70.2 67.0 62.8 59.7 56.5 52.3 60 72.8 69.5 65.2 61.9 58.6 54.3 s RAMMS ENGINEERING, INC. 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 Robert S. Monsour, P.E. Fl # 11955 / 0006024 DESIGN WIND LOADS (LBS /SQFT) Kd = 1.00 _ FLORIDA BUILDING CODE 2001 CODE FOR 146 MPH ZONE Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height (M - .'.s 15 20 25 30 40 50 60 10 -1.40 ' -73.3 -77.6 -81.0 -84.5 -89.7 -94.0 -97.4 20 - 9 - 68.4 - 75.6 -78.8 -83.6 -87.7 -90.9 50 -1.15 -61.8 -65.5 -68.4 -71.3 -75.7 -79.3 -82.2 100 -1.05 -56.9 -60.3 -62.9 -65.6 -69.6 -73.0 -75.7 200 500 -52.0 -45.5 -0.94 -0.80 -55.0 -48.1 -57.5 a te. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is stnlel but not less than 4% of least horizontal dimension or 3 ft (h = mean roof height in, - - ±° PalricK Pe4_6 2Y9 " . _ _Q ' ST P. P. I/ T / ' PajrjcA o i; ' 02V9 yF 9Y sr i/o " X -70 '` yy k . -CD '6 k ss 2o" x 4 ! 7 „ 1 ,y X /. .0 dir _.p 70'v x y7„ ..w //ow k se boo k SS -- 3O " X SS yy" x 47 `'y " ,)e y7 5 4/77 345 9ov - 9,cL7 3os 7-SS' - 74 /" •/�'' /r .:x i 'L 4 . . MI A M I•DA PRODUCT CONTROL NOTICE OF ACCEPTANCE Aluminum World Inc. 1767 West 37 Street #18 Hialeah ,FL 33012 Your application for Notice of Acceptance (NOA) of: "Storm Guard" 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of' Construction, and completely described herein, has been recommended for acceptance by the : \liami -Dade County Building, Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing,. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Buildin Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1029.03 EXPIRES: 11/16/2003 Raul Rodri�,uez Chief Product Control Division TIIIS IS THE COVERSFIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building, Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. APPROVED: 01/17/2002 MIAMI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CONIPLI:\NCE OFFICE METRO- D, \I)li FLAGLER BUILDING 140 WEST FLAGLER SIREL T. SUITE. 1603 MIAMI. FLORIDA 33130-1563 (305) 375 FAX (305) 375.290s CONTI(:\CroR LICENSING SECTION (305) 375.2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375.2 PRODUCT CONTR(UI. DIVISION (305) 375 -2902 FAX (305) 372.6339 3 Francisco J. Quintana. R.A. Director Nlianii -Dade County Building Code Compliance Office \\s0 \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster( buildingcodeonline.cum 1lomepage: bttp : / /www.buildin2codeonline.cuni Aluminum World, Inc. ACCEPTANCE No. : 01- 1029.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 01/17/2002 11/16/2003 1. SCOPE This revises the Notice of Acceptance No. 00- 1023.01, which was issued on November 16, 2000. 1t approves an 0.063" Aluminum Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition 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 This 0.063" Aluminum Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -281, titled. " Storm Panel — Storm Guard ", prepared by Tilteco, Inc., dated October 08, 2001, sheets 1 through 7 of 7, signed and sealed by Walter A. Tillit Jr., 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.063" Aluminum Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this systcm. lid Helmy A. iv`lakar, P.E. - Product Control Examiner Product Control Division Aluminum World, Inc. - ACCEPTANCE No.: 01- 1029.03 APPROVED EXPIRES 01/17/2002 • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 11/16/2003 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. 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 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 Miami -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 engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. l ar, P.E. - Product Control Examiner Product Control Division Securit 11,1) I „: 1 A J.C. WINDOW SHUTTER MANUFACTURER CO. OPERATINGACCOUNT PH. 305-C=7 MEDLEY, FL 33178 63 5 9465 N • 07 TO THE . A / \ PAY ORDER OF 1 $ p9:0 d Or. tt COMMERCIAL BA K 0 FLORIDA Medley - Hialeah Gardens Office 11590 N.W. So. River Drive, Medley, Florida 33175 FOR •CIO 320 Ey 1:0660 LO 3? ?I: •90 s LOO L L • 80 ) e 1 • I 5311-47.3. 37.'S 121177/7., 3205 DOLLARS 8 116. -3Att 1_,LC 724 _a.- a_r 1 !J • • • 0 0 TI MOP. 1 Min. 1.180" 2.230' .094" (,)J L-2.000'- FULL R. 03 HEADER 608.3-T7 Num. ALLOY SECTION A -A '.620" 2 1/4' • S. S. STUD RIVETED TO ANGLE O SPACNCS SHOWN ON SECTIONS. CONCRETE ANCHORS (SEE SCHEDULE) 125' 1.180' 12.000" (EFFECTIVE WIDTH) 15.500' (TOTAL WIDTH) 1Q PANEL 8 SEE `r DETNL 1 O. BASE ANGLE 6063 -T5 Num. ALLAY J'�7 I Va11. l 1 Min. JIIIIIII CONCRETE ANCHORS (SEE SCHEDULE) I 3 .__ Max. STORM PANEL TYPICAL ELEVATION SEE SHEET 3 OF 7 FOR REINFORCING DETAILS W/ OS OR O. 0. C. SHOWN SECTIONS OF 7) .820' 2 OCT 0 9 2001 1 .180' DETAIL 1: STUD w/ WING NUT -�+ Lou' ® STUD PLATE COMPONENTS • ATTN. BLDG. OFFICIALS 00 NOT ACCEPT 0r16 DRAWING W/0 ALUMINUM WORLD, INC. RAISED CORPORATE SEAL F -2.2 ..0 .094' (3)-1 2.000' --+ FULL R. ® HEADER 8083 -T5 Num. ALLOY 062" 16 GAGE Typ. 1.000' CORPORATE SEAL • 05 STEEL TUBE REINFORCEMENT ASTM A -525 W/ FY 33 Its 0 ALUMINUM STRAP GENERAL NOTES: STORK PANEL HAS BEEN OESCNED IN ACCORDANCE WITH THE OAOE COUNTY 199• EDITION OF THE SOUTH RORIMA BUILOING COOE. WIND VELOCITY CONSDERED IS 110 m.p.h. IMPORTANCE FACTOR IS I.C15. COASTAL ZONE WINO LOADS DETERWNED FOR EXPOSURE -0" FOR BUILDINGS WITh MEAN ROOF NE1CNT OVER 60' -0' ONLY. ANO FOR EXPOSURE "C' FOR STALLINGS TOR VENN ROOF HEIGHT EQUAL OR LESS THAN 60' -0 NON CCASTAL ZONE WINO LOADS DETERMINED FOR EXPOSURE 'C ". AS REQUIRED BY AXE 7 -88. STORM PANEL'S ADEQUACY FOR IMPACT MO FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE w?TH SELfCNS 2.313 b 231• RESPECTIVELY OF THE ABOVE MENTIONED CODE. 2. ALL ALU•NUU SHEET METAL PANELS SHAM BE 5052 -U32 ALLOY. J. ALL ALUMINUM EXTRUSIONS SHALL 9E 6063 -T6 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL. 30. OR 316 SERIES. 5. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. GALVANIZED OR STAINLESS STEEL WITH 38 I , MINIMUM YIELD POINT. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1 /4" • TAR CON ANCHORS. AS MANUFACTURED BY I.T.W. RANSET OR ELCO INOUSTRIES. - 1 / 4 ' • I 7 /8" STAR TANPIN CHORS OR RAWL CAL( -IN. AS MANUFACTURED BY STAR EXPANSION N THE RAWL PLUG COMPANY RESPECT VELY. NOTES: AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS ;NTO CONCRETE SHALL BE 1 3/4'. A.2) 7/8' TAMPIN ANCHORS OR RAWL CALX - IN SHALL BE ENTIRELY EMBEDOED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. l/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUNO ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE WNC ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 J / MINIMUM FOR ANCHORS V(NOONED IN A. I), h 7/8' FOR ANCHORS MENTIONED IN A2). (8) TO EXISTING CONCRETE BLOCK WALL - I /4' • TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RA ISET OR ELCO INOUSTRIES. - t /a' 1 7/6 ST AR TAMPIN ANCHORS OR RAWL CALK -IN AS MANUFACTURED BY STAR EXPANSION & T RAWL PLUG C OMPANY RESPECTIVELY. N OTES: 8.1) V INIMUM EMBEDMENT OF TAPCON ANCHORS. INTO THE CONCRETE BLOCK UNIT SHALL OE 1 1/4 6.2) 7/8' T,WPIN OR RAWL CALK - 1N ANCHORS SHN BE ENTERILY EIABEODED INTO THE CONCRETE Q UN N0 EMBEDMENT INTO STUCCO SMALL BE PERM ITTED 1 /4' • - 20 SCREWS USED SHALL BE .L 1 t/2' LONG MINIMUM SHOULD STUCCO EXIST. AND I VtNIUUM FOR WALLS 1NTIT N0 STUCCO. 3.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE' PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 I/4' MINIMUM FOR ANCHORS MENTIONED IN 8.1). & 7/8' FOR ANCHORS VENT1NED IN 8.2). (C) ANCHORS SHW BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCH OR'S WWUFACiU11ER. (0) ANCHO TO W000 FRAME BUILDINGS NOT COVERED ON THIS DRAWING SHALL BE ENGINEERED 0N A JOB 8Y JCB BASIS. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAJLS SHOWN ON SECTIONS 2. 2A 3. 8 & 8A (SHEET 2 & 3 OF 7). 8. EACH PANEL SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 9. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. TO. STUTTER MANUFACTURER'S LABEL SHALL BE PLACED AT BOTTOM OF EACH PANEL LABEL SHALL READ AS FOLLOWS: ALUMINUM WORLD, INC. HIALEAH, FLORIDA MUMI -DAOE COUNTY PRODUCT CONTROL APPROVED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA D ILDING COOE DATED\ / (1 / ZOO _ BY a . ...� �w . PRODUCT C 6' 'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOON - 1 0 2 - F I -0,) MIAMI -OADE COUNTY IL /1 W3 Mc. \ TILLIT TESTING t ENGINEERING C011PANY 6792 N.M. J /U. SL. 51a. 217. NRGa11A CAROMS. r1. ]Jt 6a Phan. : (305)871 - 17JO . Fm : (3x5)671 -1531 E0- 0008719 WALTER A. T1WT Jr., P. E. FLORIDA Lic. •+167 STORM PANEL- "STORM GUARD" ALUMINUM WORLD, INC. 1767 W. 37 STREET UNIT: 18 HIAL.EAH. FLORIDA 33012 WY. AA 1 CICICAMICIA GAIT NY. n4 o(I n . °ATV SCA 10/6/01 OATE 01 -281 DRAWING No SHEET 1 OF 7 CONCRETE ANCHORS (SEE SCNEDtLE) POURED CONCRETE RE OUR ED POURED I I CONCRETE OR CONCRETE BLOCK WALL REOUIRED c - - '- i • /- A/in CONCRETE ANCHORS (SEE SCHEDULE) C (SEE SCHEDULE) FOR Mln. SEPARATION TO EXISTING CLASS OF WINDOW OR 5. G. 0. 2' x 3" CR 2' x 4' OR 2' x 5' • .125' Alum. ANQ,E (80113 - r6 ALLOY) 1 / 4 " 0+-20 S. S. MACHINE BOLT W/ NUT & WASHER 0 6' 0. C. 1 LIh. b y 7/8• ■ 3/32' WING NUT 0 EVERY STUD 0 12' 0. C. f d I c w /� Cont 1 Cont. 1/4' 0 -20 S. 5. MACHINE BOLT W/ NUT & WASHER 0 8' 0. C. 2' x 3' OR 2' x 4' OR 2" x 5' x 125' Num. ANGLE (6081 -T8 ALLOY) /8 POP ..ACXNUT (T)PJ 1/4' a-20 x 4' BOLTS W/ WING NUT & WASHER 0 LAP JOINTS & ENOS. I/4 0 -20 x 3/4' BOLTS W/ WING NUT 0 WASHER 0 LAP JOINTS 1/4' 0 -20 THRU BOLT W/ 7/8' x 3/32' 0 WING NUT 0 12' 0. C. BUILD -OUT MOUNTING INSTALLATION - SECTION 5 RAM. CALK -IN CR TAMPRI ANCHORS 0 , 2 0. C. POURED CONCRETE OR CONCRETE - - - BLOCX WALL } ` - REAUI d '.R FOR Min. SEPARATION TO E7CLSTINC GLASS OF W1NOOW OR S. G. 0. W POURED CONCRETE OR CONCRETE {_ _ - BLOCK WALL - REQUIRED RAW1, CAL( -IN OR TAMPIN ANCHORS O 12' 0. C. 12.000' 12.000" PANEL REINFORCING DETAIL W/ RAM. CALK -IN OR TALPIN ANCHORS 0 , 2' 0. C. POURED CONCRETE OR Bl.DCx WN - - - REOUIRm 1 POURED CONCRETE OR CONCRETE BLOC' WALL REQUIRED RAWL CAL < -IN CR TALkN ANCHORS O 12' 0. C. 1v c 1.i FOR Min. SEPARATION TO EXISTING (LAS I OF WINDOW 0 1 S. G. 0. 0 MIOSPAN 7 024.0. C. PANEL REINFORCING DETAIL W/ Q7 1/4' 0 -20 THRU BOLT W/ 7/8' x 3/32' WING NUT 0 12" 0. C. 3 WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (DIRECT MOUNT) - SECTION 6 (DIRECT MOUNT) - SECTION 6A 7/8• x 3/12' WANG NUT 0 EVERY STUD OR 4, 6. 0 12' 0. C. E GST1NC GLASS POURED CONCRETE / OR C. 8. 5. REQUIRED / IL ECO INC T1LLIT TE5T1N0 & ENGINEERING COMPANY o0a0 lI.N. 30th. A, Sta. 217, Nt10111A D S. f1. JJI Phone : (3t2)d71 -1530. Fax : (3(2)571 -153 EB- 0006719 WALTER A. TILLTT Jr., P. E. ORIs 44 18 (SEE SCHEDULE FOR Min. SEPARATION TO DUSTING GLASS OF WINDOW OR S. G. 0. BOTTOM CONNECTION DETAIL FOR STORM PANELS INSTALLED AT PASS THRU WINDOWS : VAUD FOR MAXIMUM SHTTER HEIGHT - 6 ft. AND MAXIMUM E. 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 7 OF 7) ALUMINUM WORLD, INC. 1787 W. 37 STREET UNIT: 18 HIAL.EAH, FLORIDA 33012 OA TS Qv. Ai W/ 72' Mel. SPAN 1/4 0 THRU BOLT W NUT & WASHER 0 6' 0. EJOSTINC COUNTER TOP W/ Mon. t/8' TILE FiNLSH MAT & 3/4' PLYWOOD. NEW 1' x 4 OR 2' , 4' P r. W000 BLOCK BETWEEN COUNTER TOP STIFFENERS. 1" x 5" x .125' 'Alum. ANGLE BETWEEN COUNTER TOP STIFFENERS (Min. (1' LONG) OR Cont. CONCRETE ANCHOR 0 8' 0. C.. APPROVED AS COMPLYING WITH THE SOUTH FLO IDA BVIL ING CODE DATE 1 / BY PRODUCT Co'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO.O( - / STORM PANEL - "STORM GUARD" ODOxR100 MIAMI -DADE COUNTY cart SCALE 10/8/01 OATE 01 -281 DRAWING No LEiuiiim SHEET .3 OF 7 MAXIMUM DESIGN LOAD 'W (p TOTAL MOUNTING HEIGHT 'H" < 10' - 0" 10'< H <12' 12'< H <14' 14'< H <16' 40 7' -7" 7-2' 6' -10" 8' -6' 10' -8" 10' -1' 9' -7" 9' -2" 50 7' -1' 6' -8" 6' -4' 6' -0' 9' -11' 9' -4' 8' -11" 8' -8" 60 6' -8' 6' -3" 5' -11" 5' -8' 9' -4' 8' -10' 8' -4' 8' -0" 70 6' -4' 5' -11' 5' -8" 5' -5' 8' -10' 8' -4" 7' -11" 7' -7' 80 6' -0' S' -8 5' -5" 5' -2' 8' -6' 8' -0' 7' -7' 7' -r 90 5' -10' 5' -6" 5' -2" 5' -0' 8' -2' 7' -8" 7-4' 7' -0" 0 0 OONCRETE ANCHORS (SEE SCHEDULE) • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE / OR CONCRETE BLOCK WALL REQUIRED Cont I � (SEE SCHEDULE)) FOR Men. SEPARATION GLASS /^ DUSTING CLASS CC WINDOW OR S. G. 0. I I>k I CONCRETE ANCHORS (SEE SCHEDULE . 0. L 0. 7/6" x 3/32' WANG NUT 0 EVERY STUD 2'x 4 OR I' x 6" x .125' HORIZONTAL Alum. TUBE MUWON (60e3 -T6 ALLOY) 7 /e' x 3/32' WING NUT 0 EVERY 511.10 NOTE : FLOOR & CEIUNG MOUNT INSTALLATIONS SHOWN. FOR DIFFERENT MOUNTING INSTALLATIONS SEE TYPICAL SECTIONS ON SHEET 2 & 3 OF 7. Cont. N SPLIT PANEL MOUNTING INSTALLATION - SECTION 7 t .000' 1. .000' 1.030' HORIZONTAL TUBE MULLION CONNECTION TO WALL E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 7 OF 7) EDGE OF E]OS"11NC WALL 2 3/6" • THRU TS W/ WASHER 411 NUT 2" x 4 OR 2" ■ 6' ■ 123' HORAZONTAL TUBE NUUJON (8063 -Te ALLOY) x 2' It t /4" x Alum. ma (8063 -Te ALLOY) Typ. TOP 11 BOTTOM) 3/8' 0 KWIK BOLT ANCHOR W/ 2 1/2' Yin. PENETRATION INTO CONCRETE OR GROUT FILLED BLOCK MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPUT PANEL INSTALLATION 1 2x4" TUBE 2x6' TUBE E:10 : /T * *NEL 2' x 4' x 128" 3105 - H14 OR 6063 -76 ALL01' Cont. Alum. ANGLE MULUUN SPAN- MEA.AIPED TO CENTER UNE CF ANLPIS TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE OCT W a CASE A (Plan) POURED CONCRETE 11 O COICRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12" O. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED r-2.50 Men. CONCRETE ANCHORS 2.500 0 12' 0. C. in. x 2' x .055" TO 2" x 5' x 055' Cont. Num. ANGLE OR .080' 3105 -H154 SHEET METAL Alum. BENT PLATE 1.000 ILIECO A MC. T1LLJT TESTING & ENGINEERING COMPANY 8000 N.W. 30tH. St.. Ste. 217. WKiMN CARO M4, n. 3710E Plzen. : (305)�7I-l530 . Fm : (305)871 -1531 EB- 0006719 WALTER A. TILL(T Jr., P. E. FLORIDA Ur 44 1 67 POURED CONCRETE OR CONCRETE BLOCK WALL REMAKE) ALTERNATE LEG LOCATION CASE C (Plan) END CLOSURES DETAILS STORM PANEL - "STORM GUARD" S1. x0 ALUMINUM WORLD, INC. 1787 W. 37 STREET UNIT: 18 HIALEAH. FLORIDA 3.3012 011110x1 art 1/4' 0 BOLT 0 12" 0. C. W /JACKNUT CASE B (Plan APPROVED AS COMPLYING WITH THE SOUTH FLORIDA B ILDING CODE DATE I 0a Z BY AMIM ari. PRODUCT •gTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 1 - 102 9 .03 TV. xe • coaxrna. © OR R 0153' 3105 -1114 OR 6063 -T6 ALLOY Cont. Alum. ANGLE OR to CAGE Coh. STEEL ANGLE MIAMI -DADE COUNTY °AI SCALE DATE 10/8/01 01 -281 DRAWING No SHEET 4 OF 7 WO00 HEADER REQUIRED (S(£ SCii(0(L£) -- I'OR Lan. SCPARA non TO Q'LS77NC CLASS OF I W1NOOW ORS. C. D. ALTERNATIVE 1 ALTERNATIVE 2 1/4' � • J' (C.I'IG LAC SCREWS 0 6' a C. w 1 77/17' u1n. PENETRARCH r0 corm< wO00 HEADER. O NOTE FRR COMBIN4nON of SECTIONS: WALL MOUNTINC SECTTOV4S CAN eE COMBwE0 IN ANY MY TO SUIT ANY INSTALLATION. Con L. NOTES: 1. INSTALL4TXINS ARE oNLY VAUD FOR OESLCN wtNO LOAOS UP TO +60.0. -76.0 p.a./. ANO PANEL'S LENGTHS UP TO 8'- IO' 2. NEW 7' r 6' P. T. r0 9E SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC OENSRY OF 0.53. J. FOR NEW WO00 FRAM( CONSTRUCTION: WOOD MEMOCRS TO BE SOUTHERN PINE No. 1. w/ SP(CU1C DENSITY OF 0.75 OR EOU4L. plIA‘‘ 1 A A liAl draw •CCO HEADER REWIRED (SEE SCHEDULE) FOR 7J.4,. SEPARA RCN TO 0757714G CLA-SS OF W1P OW Cw S a a. 7/4' 4 r I 1/2' LAC SCREWS 0 6' a s O 4 O 74 •. G R£O(1 IIIIIII11 1_MIL=1i O Con NEW P. T 2' r 6' Cont. w/(2) I/4' • • 5' LAG SCPCI4S 0 EACH STUD (11101170TH OF SILO, 7' Lu,. NCApK4L) ANO w/ 7' Min. PENETRARON INTO EXIS77/C 57110. ALTERNATIVE .3 - S. 14 t5.O6aG t /• "• •_I'LGMG LAC SCREWS 0 6' 0. G W , 77/J7' 14n. P[NETRAn N - rO Ctrs ,lMG i4C00 HEADER. Cont. I/4 . • 14O*t, oar N/ NUT & wASH£R 0 8' a C fi r ,' Yin. -4 • O 7/8' • r .3/J1' *WC NUT 0 Cl/V77' 571.0 0 12' a C ACCENT, TO 1/4' LAC SCREW 1.1 Cont. r-- 7 /8' . r J /.12 WINO NUT O EVERY S7U0 a 17' 0. C STAGGERED TO / 14 S Y. S. h INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS pm Oka.. 1►, /l �1 / • 11 ,Ign1'U1 : IIq,�21 s_ A i lAr r/gra ��1• FAA 1,111111,1111111 io ��� l i •11U11UI� ' 111 1 1 1 ROOD HEADER REOUrRED (*(0 SCHEDULE) FOR Ar'n. SEPARATION TO EXISTING (LASS OF WINDOW OR S. C. 0. 1/4' • • , 1/2' LAC scREA's08'a G ALTERNATIVE 5 NEW P. T. 1' r 4' (Win.) Cant. W/ 1/4' 4 . 7' LCNC LAC SCREWS 0 6' 0. C. ;v/ , 17/17' Wk. Pf METRAT7CN TO Ex67v+C ,1000 HEAGER. 7/8" 4 a J /12' iHNC NUT 0 EV£AY STUD O 17' a C STAGGERED TO 1/4 • LAC SCRCI S I A7/ 1 . 41 _1 ) Cont. Noe P. T. 7' r 6' Cont. W/ (2) 1/4" r .5' LAC SCREWS 0 EACH STUD (1410m0M ar STUD. 2' A4v1. NOW 44L) ANO w/ 2' 1Xn. PENETRATION IMD EXISTING S UC1 Can r. WALL MOUNTING INSTALLATION - SECTIONS A war- *Mg 0 111 -• Id11 - ._i a V r1rY1r ta�0� 1 1;r I - O - (SET SC1(V(.CE) MR Min. S(R4RA1011 M 015770. CLASS of ww0ow 0a s G. a ALTERNATIVE 6 *A700 HEADER 7(0U'R(0 / 14 • J/4' S. S. S M. S 0 6' 0. C. APPROVED AS COMPLYING 1 MTH THE SOUTH FLO IDA 8 ILOING COOE DATED! / 7 0Z. BY tom� u PROOUCT C 1TROLOIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. U / - /0 2 9 (� • 1' • .175' (Lin.) .4A.. rune w/ 1/4* 4 • 4' LONG LAC SCRCwS • 6 a C W 1 17/12' 4w. P(7ME7RAI70N TO Orr/WC W000 HEADER. 7/6' i r J /37" *ING MIT 0 (VERY STU0 0 12' 0. C STAGGERED TV / 14 S. u. S 1 Con 1 1' x 4' r 1/8' (Min.) 8063 -13 Alum. NOE (Conn) (2) 1/4' i r 4" LAC SCREWS O EACH STUD (M/Ow10174 CX STUD. V MIn. NO/EWE) ANO w/ 1' Min. PENETRATION INTO CX1ST7NC STUD. MIAMI -OADE COUNTY ALTERNATIVE 4 4 r I /8' (IIINr1NU) 606J -73 Alum. 1118E (Con I.) (2) 1/4' 0 , 4 " LAC SCREWS O EACH STUD (1110W70r11 OF SN0) ANO w/ 2' Min. PENETRATION INTO DIS77NG STUD. Cant. OCT' 0 920011 IL E C O INL:. TIUJT TLST1N0 k ENGINEERING COMPANY 0.5 M W. 3021 9l. 9.W. 7 2117 WgMM 0OI3. 1 fl. 33164 (305)6 EB- 0006719 WALTER A. "LILT Jr., P. E. 7 LCRIG lsc. • 1 47 STORM PANEL- "STORM GUARD" ALUMINUM WORLD, INC. 1767 W. .37 STREET UNIT: 16 HIALE H. F10RIOA 3.3017 wt. .4 orwWry 01 11 0[TIO..T SCALE 10/0/01 0 A 1T C 01 -28 DRAWING No 3HCET 3 Or 7 1 ;u:=541 ;kvATA / a VQaD HEADER REWIRED - (SEE SCHEDULE) FOR MM. SETA R4T70N TO E BSTWC GLASS OF WIDOW OR S G. D. ^^ 1/4' • x 1 1/2 LAG SCREWS 0 J" 0. C. NOTES: I. INSTALLATIONS ARE ONLY VAUD FOR DESIGN WINO LOADS AN0 PANEL'S SPANS AS SCHEOULEN SHOWN ON SHEET 7 OF 7. 2. NEW 2' r 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED ORY ',17TH 19 X Al. M. C. W/ SPECIFIC DENS/7Y OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCT70N: WOOD MEMBERS TD BE SOUTHERN PINE No. 2, w/ SPECIFIC OENSFTY OF 0.55 OR EQUAL. NOTE: PANEL m CAN ALTERNATNELr eE ATTACHED TO WALL W/ Al) MACK BUT USING 7/ •- 20 x 2 I /2' S.S. SCREW 0 A' 0. C. 'W/ J /8' • x 5/8" LONG BRASS SUSI,NC NOTE FOR COMB /NATION OF SECTIONS: FLOGR/ HALL./ CEIUNG NOUN77NG SECT70NS CAN BE COMBINED IN ANY WAY ro SUIT ANY INSTALLATION. / IL ECOINC. T1LLIT TESTING t ENGINEERING COMPANY 8993 M.•. 36tI.. 9L. St.. 717. NRCIM• GRIMM 5. 11. JJ168 PIV,• ; (](9)871 - . Fos (305)871 -1S.31 EB- 0006719 WALTER A TILUT Jr., P. E. FIQRIDA Lic. £ 167 STORM PANEL - "STORM GUARD" ALUMINUM WORLD, INC. 1787 W. 37 STREET UNIT: 18 HIALEAH, FLORIDA 33012 ,cr. 4n ooa•T• • UTE 0471 SCALE 10/8/01 DATE 01 -281 DRAWING N0 SHEET 6 OF 7 t r v I _ 7/8' • r 3/22' VI NUT B EVERY r Cot. .250" I /4" 0-20 S S. BOLTS 0 6' 0. G W/ NUT & WASHER 2 r J' OR 2' r 4' OR 2' r .7' Sidr . r .125' Alum. ANGLE (8063 -T8 ALLOY) NEW P. T. 2" r 8" Cont. W /(2) 1/4' 0 r 5" LAC SCREWS 0 EACH 57U0 MIOW7OTH OF ST110. 2' Alin. NOMINAL) AND W/ 2" MM. PENETR4flON INTO C 7S77NC STUD. ALTERNATIVE 1 T /14xJ/4'S S S. M. S. O 8' 0. C. ALTERNA77VE 2 1F• • 1 .3 IVf• LAC SCREWS 0 e' a G W/ 1 27/32' MLn. PENETRATION ro LZ' STAYG MOOD NEAOCR. 2'x J' OR 2 "x 4 OR 2 "r 5" r .I25" Alan. ANGLE. (604J -re ALLOT) 1/4' MACHINE BOLT w/ NUT & WISHER 0 6' 0. C. Cont. Cont. WALL MOUNT. INSTALLAT. (OFFSET) - SECTION B 7/8' • r 3/32" MAC NUT 0 EVERY STUD O 12' O. C 1' MTn.- 1/4' 0-20 S S. BOLTS O 8' 0. C. W /NUT & WASHER 2' _T" OR 2'r 4' OR 2 5" x .125" Alum. ANGLE (606.3-T6 ALLOY) 1' r 4" x .125' (Mln.) Alum. TUBE (6061 -r3 ALLOY) (2) 1/4' • r 4" LAC SCREWS 0 EACH 57110 (M/OW70TH OF 571)0) AND W/ 2' M fn. PENE772117ON /1/70 EX:577NC 57110. 1/4' • r 1 1/7' LAC SCREWS 0 6' 0. C. 4000 TRUSSES OR RAFTER 0 24" 0. C. REQUIRED ALTERNATIVE 1 Y000 REQUIRED 8' r 5/8' LONG BUSHING w/ 1/4' 0-20 r 2" 5. S SCREW 0 6' 0. G 0 MIOW107H OF PLATE J /8' r 5/8' LONG BRASS BUSH /NC W/ 1/4' 0-20 r 2" S S SCREW 0 6" 0. C. TO COSTING W000 PLATE WALL MOUNT. INSTALLATION - SECTION D NEW 2'x 4' OR 2'r 5' r .125' Cont. Nun. ANGLE (2) 5 /I6" • r J" LAC SCREWS TV EACH RAFTER OR TRUSS. LOCATE' SCREW AT M1001C7T71 OF EXISTING WO00 MEMBER (2' MIN. AqM 44L ',MOTH) W/ 2' TAW. PENETRARON. Cont. WS.Y.0J I Mv.yU (AT RN • [.rt 0 24' 0. C. REQUIRED WALL MOUNT. INSTALLATION - SECTION E W000 HEAVIER REQUIRED 7/8' • r 2 /22' MNC NUT 0 EVERY STUD 0 12" 0. C 1/4' 0 x 11/2" LAC SCREWS 0 4' 0. C. -(SEE SCHEDULE) FDR Min. SEPARATION TO C 7SANC GLASS WINDOW OR S G. 0. 1/4' • r J' LONG' LAC SCREWS 0 6' 0. G W/ 1 2732" Mx I. PENETRATION TV OXIS7ING WOOD HEADER 1/4" 0-20 r 1" BDLTS w/ 7/8" x J /32' WING NUT 0 12" 0. G Cont. 0 .�` A • I 44 0-20 r 1 " i WINO NUT O/6• r ..1/3.2" 12' 0. G II Cont. O M/OW707H OF PLATE 7 4 "• r-1' LONG LAG C REWS 0 6' 0. C. W/ 1 1/2' Min. PEVE77U nON TV EXISTING W000 PLATE ALTERNAT1VE 2 Vin. NEW 2' r 6' P. T. Cant. W000 PLATE W/ (2) 5/16' 0 x 6' UG SCREWS' TO EACH RAFTER OR TRL6S LOCATE SCREW AT I1101110TH OF EXISTTNC 0000 wt18ER (2" IAN. ' WIK4L MOTH) W/ 2" Min. PENETRATON. Co 2' • 6' WOOD DECK c REQUIRED '!MO F7NLSIt ALLCOED) • NOTE : FOR /NS7ALLA770 THAT NEED NOT TO BE REMOVABLE USE 1/4' • r 1 1/2" LAC SCREWS 0 8' 0. C. J /8' r 5/8' LONG BRASS BUSHING W/ 1/4' • r 1 1/2' SS SM.S 0 6' 0. G fl _4I .nw..CJ 4.rf .vr,cn • 24' 0. G RCOURED J" Min. .500 " -1 • 74 r J/4' S. S S a S O e 0. G .- -(SEE SCHEDULE) FOR Min. SEPARATION TO E'LS77NC CLASS NINOOw OR S. G 0. 1 • NOTE : FOR INSTALLATION NAY NEED N0r TO BE REMOVABLE. USE 1/4' • ■ 1 1/2' LAG SCREWS 0 6' 0. C. ALTERNA77VE 3 CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION C INSTALLATION DETA /LS ON EXISTING WOOD BUILDINGS I r 4' r 1/8' 7+it (604J-132 N. TUBE Wj' (2) 5/16 • r 4" LAC .500" SCREWS ro EACH J067. LOCATE' .SCREW AT I OW40TH OF EXLS7NNC WOOD MEMBER (2' Min. N0WI'N4L MOTH) w/ 2' un. PENETRATIOW. Cont. 7/8' • r J /32' 1ONG MIT 0 EERY 571/0 0 12' 0. C 2" r 6' 000D DECX REOU/RED (NO FWLSH ALL0Hf0) 8" r 5/8" LONG BRASS SH/NG W/ 1/4' • 1 1/2' S.M.S. 0 6' O. C. APPROVED AS COMPLYING 'MTH THE SOUTH FL9RIDA BUILDING CODE DATE 1/17/2.0 BY PRODUCT C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOOI - I n 29. ) MIAMI -DADE COUNTY MAXIMUM DESIGN LOA() W (p.s.(.) MAXIMUM ANCHORS SPACING .• APPLICABLE TO SECTIONS # TAPCONS TAMPINS / RAWL CALK -IN TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY +58.0. -76.0 6 0. C. 6" 0. C. 6" 0. C. 6" 0. C. 1 +72.0, -72.0 6" 0. C. 6" 0. C. 6" 0. C. 6" 0. C. 2 +57.2. -75.7 6" 0. C. 6" 0. C. 8" 0. C. 6" 0. C. 2A +52.0. -56.0 6" 0. C. 6 0. C. 6 0. C. 6 0. C. 3 +50.0, -72.0 12" 0. C. - 12" 0. C. - 4 +72.0, -72.0 6" 0. C. 6 0. C. 6" 0. C. 6" 0. C. 5 +58.0. -76.0 - - 12" .•• 12- .•• 6 +72.0, -72.0 - - 12" ••• 12' ••• 6A MAXIMUM DESIGN LOAO W (p.x.f.) Max. PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECTIONS (SEE SHEET 2 & 3 OF 7) +58.0, -78.0 8' -10 1/4 2 11/16" 1 +72.0, -72.0 8' -9" 2 1/2" 2 +57.2, -75.7 12' -0" 2 3/4" 2A +52.0, -56.0 8' -10 1/8" 2 7/8" 3 +50.0, -72.0 7' -7 1/2" 2" 4 +72.0, -72.0 8' -6" 2 1/2" 5 +58.0, -76.0 5' -10" 2 7/8" 6 +72.0, -72.0 8' -3" 2 1/2" 6A ACTUAL E. D. FACTOR 3" .88 2 1/2 .71 2" .50 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN ' SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * IL ECOIM TILuT TESTING k ENGINEERING COMPANY 4595 M.W. Jeu,. SL. Sta. 717, VI RG)RA GARDENS. r1. J.1lee ono.. : (X6)57 ro. : (305)571 -1111 E8- 0006719 WALTER A. TIWT Jr., P. E. FLORIDA Uc. 4 -4187 STORM PANEL - "STORM GUARD" ALUMINUM WORLD, INC. 1767 W. 37 STREET UNIT: 18 HIALEAH, FLORIDA 33012 acv WY. w WY. W _ 1 OAT! A71 SCALE 10/8/01 DATE 01 -281 DRAWING Na SHEET 7 OF 7 * SEE SHEETS 5 & 6 OF 7 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. E. 0. = EDGE DISTANCE j • OCT 0 9 ** MAXIMUM ANCHOR SPACINGS ARE VAUD * ** FOR 3 1/2 EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. DIRECT MOUNT CONNECTION TO WALL W/ ANCHORS AT 12 0. C., AND Max. PANEL SPANS SHALL ALWAYS BE PERFORMED W/ 3 1/2" EDGE DISTANCE (E. 0.). USE MAXIMUM ANCHORS SPACING OF 6" 0. C. FOR DIRECT MOUNT INSTALLATION WHERE E. 0. IS LESS THAN 3 1/2" WITH A MINIMUM OF 2 1/2 ". APPROVED AS COMPLYING WITH THE SOUTH FL • • IDA BUILDING CODE DATE* / 7 2 00 Z or BY PRODUCT ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C / / /• 0. MIAMI -DADE COUNTY Phone: 305- 795 -2204 Permit Number: BP2002 -1172 Applicant: PATRICK/MAUREEN DUFFY Owner: DUFFY PATRICK/MAUREEN JOB ADDRESS: 249 NE 98 ST Miami Shores Village 10050 NE 2nd Avenue Printed: 6/28/2002 Contractor J C WINDOW SHUTTER MANUFACTURER COI kNertor's Address: 9465 NW 109 ST 107 Local Phone: M Parcel # 1132060134400 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 16 & W1/2 LOT 17 BLK 32 LOT SIZE n Fees: Description Amount V) FEE2002 -3662 Building Fee $87.50 �^ E2 CCF FE002 -3663 $1.80 Total Fees: $89.30 �V Total Receipts: $0.00 Total Fees: $89.30 \ � 0 Permit Status: Approved Permit Expiration: 12/25/2002 Construction Value: $2,175.00 Work: 16 OPENNINGS& STORM PANELS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection J fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and rears Perssrw; ?arm srle f ono assiswelb with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this pecrri .^ asss -e "e1OX:ouleiler ti at ewer 4104►11s+1111r: myself, my agent, servants or employes. Building Permit (#NSPECTOR) BY: (Contractor or Builder) BY: Page 1 of 1 Permit No Name Address 0 Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Re2uest Time Date Type Ins i n AP 41 Vii/ *",;•1 t j 9 Nu- sc/ Phone # For Inspector: ' 4 Name : Date Approved Correction ❑ Re- Insp'n Fee El ( ( MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 77-3e Time Type Insp'n -a S E°/8 Permit No. 13 p Name b 4/f Address c'W /f� �/• S • '7 Company e 4. a4;,c Phone # `2 *6 Y 23-49- For Inspector: 7. / "[, Name & Date Approved Correction Re- Insp'n Fee ❑ PROPERTY OWNER New Construction Name Y p L ' %% Enclosure Address (- 1 1 M - 3 33138 , He Telephone 3051 t,4 ®31 toes — `48s Repair Business Telephone 3 .. 7....v ._ 8 ` Alteration Interior L Fax 3 7 5-y --� sy 76 Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other APPLICATION • INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Address Apt. City State Folio Number Lot (b 4 W °% I v1 i7 Block 3 7 Subdivision i . / 0 n PB / 0 PG "7 0 Current Use of Property E cD, =14 f,.2 Proposed Use of Property P.-FS,--1 Tenant Information tJ 1 PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. \5 ' c;.0'0,. • 1 0 , Zip ><Res ription of Work C1-1-6i4 6-C Q'G t._ t nJ • NgA..L3 /iJ Pim) S PERMIT APPLICATION Linear Feet /06 00 Units / Floors / ‘+.5" Bldg Value / `70r h Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Zonin Square Feet Value of Work ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL 13E STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. r bhc S to of on OFFICIAL NOTARY SEAL . Po ANGELA M BECKER lam` ( j � C� 0OSS2ON NUMBER • , .111 MMI CC786697 yl �O COMMISSION EXPIRES OF • u 15 2 STATE OF Signature of 0 Print Name SEAL: d subscribed before me this P day o • Signature of N Personally kn RIDA, COUNTY OF MIAMI -DADE /4 Lp � ation Type of Identification Produced: STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY "I'1'PE Outlet, Appliance (1 11 Service Repair Q11. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New INIECHAN1CAL TYPE Minimum Fee QTY. "1'11PI? Condensate Drain QTY. Tug.: Generator QTl'. "1'1'1'1? Refrigeration, Tons Q11. A/C Central, Tons Q I'1. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUNIBING TYPE. A/C Condensate QTY. 'i'1'PI? Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. '111T Soakage Pit Q I'1. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ 6o $ LJ0 0 0 $ 0 $ $ + o SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE (s � .60 x/1000 ) (¢.005 / sq.ft.) (¢.01 /sq.ft.) TOTAL $..5 PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) LI CONTRACTOR REGISTRATION (On File) ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com u,Y;l 9718 N.E. 2ND AVENUE Look for: green background on the front of this check, and the intageSel'e® logo on back. If not present, do nut cash. DUFFY REALTY OPERATING ACCOUNT REALTOR MIAMI SHORES, FL 33138-2311 PAY OR THE _ � ORDER OF�_ (L��„ BankofAmerica, �.� ACHR/T063100277 �j l tt�b S' 2-1/41 rats 9 2 SA FOR �%C --4 Aeo 1- V &Au.c,/ 6'-» PO l 246 Le 1:063 100 2 7 71: 00360 016 203611' 12461 63- 27/631 R DATE "1 0 2_ S 988 1 1 $ 366--8 DOLLARS 8 H h y '.yt ^••m ".' rIDSZU..S S1Z'u.:�:a- 1- S.ti3r2 - ' iLS +vn -.