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700 NE 94 St (6)IPIERMIIIT AIPIP LII(CA'IrIION FOR MIIIAMIII SHORES VIIILILAGIE Address % Y // 3�0& c2r/ 30 Date � I! 7 ate, Jain � &) E � �5 1� Tax Folio / 7 M14Mi Sl 5e p3 Jo -37 Legal Description 6 .53 Li2 L oT ) 3 ik /.5 Historically Designated: Yes No k Owner/Lessee / Tenant A cc.-4 0 tqt..3 -5k•ey- 4 f Jc j cy Master Permit # 416 a S Owner's Address /V E , y Phone 306 — 7.5 y -1--/o43 Contracting Co. Q CAS t e - / Q v ■ Ce r Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address ?mink Type (clink one): r U1ILIIDIIhYO ELECTRICAL PLUM LINO MECHANICAL ROOFIING PAVING FENCE SIIGN WORK DESCRIIPTIION Sim c`� (� c T7 U r Cs 1 c c j Square Ft. n ru >C y00 Signature of owner and/or Cando President Address Estimated Cost (value) OCR WARNING TO OWNER: YOU MUST RECORD A NOTICE OIF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWIICIE FOR IMPROVEMENTS ENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OIF 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 the work stated. Date Signature of Con or or Owner - Builder Notary as to Owner and/or Condo President Date '.tary as to Contra or Owner - Builder My Commission Expires: My Commission Expires: /(7 /00 Date th2ePai /0 BOND Date �� O � d - X -,6/O -O /Owe/ H. i9vSTF /� di 1 FEES: PERMIT V V� RADON C.C.F. 472 ' ✓ NOTARY APPROVED: TOTAL DUE ' Zoning Building WAIY1/166 Electrical Mechanical Plumbing Structural Engineer / oRDloos 04D. g, ,, 5,7,q,�(71�� IA, (3, 1`1 I5 cam. ►, � 8 'Pn Building Official Attn: Building Official: This letter authorizes Sincerely, Kevin P. enne President y iWf CdOQ Mtn, �Qo Hurricane Shutters Storm Panels • Accordions • Roll -ups SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM We are Dade County Notice of Acceptance Holder for the SSA / 6.8" Accordion Shutter under number 99- 0524.01. use our SSA / 6.8" Accordion Shutter at the following job: 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL 33162 (305) 945-7277 • Fax: (305) 945 -1131 No. ''�� PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Duxue Hwy. Bay 23 North Miami Bch FL 33162 Your application for Product Approval of: SSA / 6.3" Accordion 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 Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, 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 BCCO 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. :99- 024.01 Expires:07 /29/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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 Dade County, Florida under the conditions set forth above. Approved: 07 /29/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet mail address: postmasters (s)buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division rancisco Quintana. R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www,buildingcodeonlene.com Atlantic Shutters, Inc. ACCEPTANCE No. : 99- 0524.01 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE This approves an Aluminum 6.8" Accordion 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 Aluminum 6.8" Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -904, titled " 6.8" Accordion Shutter ", prepared by Knezevich & Associates, Inc., dated December 8, 1998, last revision #1 dated March 19, 1999, sheets 1 through 6 of 6, 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 Aluminum 6.8" Accordion Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit 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 REQUIREiMENTS 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 system. JUL 991999 JUL 2 9 2002 Helmy A. ofakar, P.E.- Product Control Examiner Product Control Division 2 of 3 Atlantic Shutters, Inc. 3 of 3 ACCEPTANCE No.: 99-0524.01 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JUL 2 9 1999 JUL 2 9 2002 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 ih.6-7-y_ / 1/( . 4Y-7 Helmy A. iv akar, P.E.- Product Control Examiner Product Control Division ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED POP VARIOUS DESIGN LOADS AND SPANS EXISTIN0 STRUCTURE ANCHOR TYPE ( LOAD 5 2' ®DE DISTklCE S S? t3M D•ST 5'-0 I I 8 -s 1 11 •_ 4 - 1 1 5. -o- 8 8' -5- 1 1r -4 CONNECTION C TYPE T 5 1 CONNECTION C 2 3 TYPE T 4 5 5 1 CONNECTION C TYPE T CONNECTION C CONNE=CTION C TYPE T 5 1 CONNECTION '5 HOLLOW CONCRETE @Coca I/ 4'0 POWERS/RAWI CALtt-tP W/1/0" j ' '„ 9 48 1 12112 1 11 6 8 8 6 6 A DAM. 3.0430 P81 COQdCRE1 / 4 4/ 3 1 12112112 7;11 1 1215 1 1014 6 6 1 12 - 7 713 4 4 62 1 12 4 4 6 6', 5 4 4 �4 4 A 3 3' / 12 11112 6 6 8 8 1 1213 7 7 3 5 5 1 10� S J S 3' 72 1 12' 5 7 7 6 5 5 3 j/ j 92 1 121 3 5 5 : 3 4 4 ' ' % ss Y 3 / Y 1 / / / G ��j,% o 31/4 -20 SIM/ALA DOLT f 200 s s ,; j j%'�j;�A%//.1%/JV; I 6 1 10 3 33� 1 / �Iy/ y y / / / G / ///y�y/i�� % /� �� G G ■■�� / //,� f /mo i 7 : 3 4 i % /� / /� / / 3 .• , 68 1 12;12 1 10 5 6 62 1 12 6 8 8 4 5 5 i i - r j 4 4 % 1�/ 3 i it1"/�'/. �j %/•A � 12 7, 9 1 4' 5 3 3 r ry,L g 3 , 6 72 1 11' 4 7 7 3 4 4 � E /� 1 12' 4 8 4 4 � IIII' 1 / zA i A � c NAIL b/ 3 3 i � � / y/ � u /y m / m y E/ � // � // E GW / /l%/ITYri"//.f/. % %/�J'/iYi.%//•1 1 10 6 ; 3 . 3 r �I I %//ji��/.LB , , 4 1 200 4 4 :. ■ ■ M M M MFAMEME,SI ki 4 2' EDGE DISTANCE 8° EDGE DISTANCE LOAD 5• - tr - ' 11' -6 5' -0 8' -5 11' -4 - ANCHOR TYPE (W) MAX. SPAN 1 MAX. SPAN MAX. SPAN MAX. SPAN ; MAX SPAN MAX. SPAR? PSP CONNECTION CONNEC rio CONNECTION CONNECTION : CONNECTION CONNECTION MAX TYPE I TYP@ TYPE TYPE TYPE TYPE 1 2 3 4 5 1 2 3 6 5 1 2 3 4 5 1 2 3 1 4 5 1 2 3 4 1 5 1 2 3 4 5 48 12 12 12 12 12 99 - 12 12 j� 8 6 9 12 12 12 12 12 12 12 12 11 12 12 6 12 8 11 1 r '■i ! 62 12 12 12 11 12 12 j 5 8 9 12 6 5 7 12 12 12 12 12 12 7 12 8 12 12 4 10 6 9 1/4"0 tt O PJSS/RACiL 72 12 12 12 10 12 ;12 : b 7 . 8 12 [III sy , 5 6 6 12 12 12 12 12 12 5 12 7 • 12 9 5 7 3 pw �T 92 12 7 9 7 19'123 5- 0 12% 3 512 912 9 12 12 3 9 5 12 7 4. 6 ( ZIPS-0 1 ei 4 D ) 200 12 4 3 5 12 , 4 5 12 ? 4 1 3 5 12 3 7 4 6 12 3 7 4 12 7 4 6 48 12 12 12 7 11012! 4 6 12 /` 6 3 4 12 12 12 8 11 12 5 10 5 6 12 3 4 5 62 12 10 11 5 8 12 S 4 9 4 1 3 12 12 12 6 8 12 3 8 4 5 10 3 3 tl 72 12 B 9 4 6 10 %� 4 8 b 4 3 12 7 11 5 7 12 ' 7 9 4 9 ' 'j 3 1/4 - PoweRS/RAWL 92 12 3 7 3 1 2 3 T 3 5 7 3 �; 7 : 12 4 9 4 6 9 5 3 3 7 '/ . ; ZAHAC NAIL-IN W/ /� ��� i � ��/,� �/�� �, �/� �/�' �[ 1-1/6 Mx DIS[DMEP 200 t 3 %,Gift ��� �31EM%/A 7 M irY.�'rY/, �/Ywt f %�. 48 12 12 12 8 j 10 12 4 7 5 6 11 f 5 3 4 12 ,12 121 8' 10 12 , 8 5 6 4 6 3 4 � :g,m„„„ ,„„ „ 62 12 10 9 6 7 12 f 5 3 6 9 4 t : 3 12 11 1 6 8 62 6 4 4 5 3 3 ' 72 12 6 8 5 6 10 5 3 4 7 3 V i 9 12 6 9 5 6 10 5 3 4. : 144 ELCO FEMALE A i - pANELMATE W/1 92 12 3 6 4 5 1 8 33 �� MEIN ' O• 3 6 ��3 4 12 //N■. 3 ��� 4 7 y 6 5 8 �� �y,� ///!i�!/iFA//. 3 � ' �'y// A Ag SIDEWALK 801T 'GlY/.G!t,IG. 200 6 I 3 6 ti /H, '�(//. 7 i i E 48 12 12 12 8 10 12 4 RH 6 II% 12 12 8 10 12 8 5 6 6 3 4 IVV1161 EIE�,11t1111{IIU111H1� 62 12 10 9 6 7 12 ' 4 4 11 111 6 8 12 6 4 4 / 5 3 3 72 12 6 8 ©Qr©o 4 7 3 � 4 : 6 9 5 6 10 - 5 3 4 4 4 3 1/t-o ELCO MALE M N' EOM ' ��� v �� / �r"�� = "P4NELMATE 1x/ 1 -1/4 92 12 3 6 4 5 3 6 �: 12 3 7 5 '/� 3 7 Mlla eMBEDMeNT 200 6 ' 3 uncramm 6 % / 7 7Y//.i/ bE 40 12 12 12 10 1212; 6 10 6 7 12 7 5 12 12 12 12 1212 6 12 7 8 12 9 5 6 62 12 12 12 8 9 12' 3 7 4 5 11 %/ 5 4 12 12 12 9 11 12 4 9 5 6 12 / / x /A 7 4 4 72 12 8 71 7 8 12 6 4 5 9 f 5 3 12 9 12 12 3 8 4 11 6 3 4 1/4"0 ire a T TAPCON w/ 92 12 4 8 5 6 10/ /f A 5 3 3 8 A 4 3 12 5 11 . 6 3 8 9 5 3 3 7-1/6- P40. EPtSED?'IEPeT % //. 4 =Era fA / i m as A up 200 e� 4� 3 3 8� 4% 3 / 5 3 3 9 5 48 12 12 12 11 12 1216 8 6 8'120 6 12 12 12 12 12 12 8 12 8 10 12 10 6 7 • 111111111 j 62 12 12 11 8 10 12 3 6 5 6 12 / 5 12 12 12 11 12 12 4 10 6 7 12 7 4 5 N9 `��' a DYNABOLT 72 12 8 9 7 9 12 5 4 5 10 % 4. 12 10 12 9 11 12 3 9 5 6 12 6 4 4 SLIM: ANCHOR N 92 12 8 7 5 7 17 4 3 4 9 3 A 12 6 12 7 8 12 , 7 4 5 11 , 5 3 4 D. 200 3 3 ' a � 3 9 3 4 3 11%//.OEIOmM:5 3 119/L5pp 48 12 12 12 12 12 12! 9 10 9 11 12 8 7 9 12 12 12 12 12 12 11 12 12 12 12 - 12 9 10 l", 62 12 12 12 12 12 12j 5 8 7 9 12 6 5 6 12 12 12 12 12 12 6 12 9 11 12 -. 10 7 8 72 12 12 12 11 12 12 4 7 6 7 12 5 4. 5 12 12 12 12 12 12 5 11 8 9 12 8 6 7 va-® powastsAum. 92 12 7 9 8 10 12 '% 5 5 6 12 %//. 4 4 5 12 8 12 10 12 12 3 9 6 7 12 7 5 6 va pr ¢HOSED. 200 12 % 4 4 5 12 4 4 5 12 % 12 1 7 5 6 12 '/ 7 5 6 12 7 IR 48 12D8 5 6 10 3 5 3 3 7 % �� / � /U � � � 12D11 6 7 11 3 6 3 4 8 4 62 12 ( 1 couse�i%� 5 %/,Gi 12 7 8 4 ' 5 '�-1' ' 3 6 Mii�//�/"//,9 ;EUld 1 :l :ka,i!!Pi,1,Lk1d - , 72 11 4 5 nuErmu ///.% 5 EENE K% 12 4 %, 7 nuf 4 EN 5 rd 3 mg 3/76-® ELCO TAPCON 92 0 j 4 % 3 ja %� 4 ;Ems t0 5 3 3 rin 3 mu 4,�/'/jn tom. . EMBEDMENT � yy;fff smoff� �� 20 4 rog r. a /iy 4 ME arrigE'N.e%/, CIMEi%/��X/ 4 Enna unl,ntsls ONI1SIX?7 EXISTING STRUCTURE 3WV133 00OM II DAM. 3.0430 P81 COQdCRE1 ki 4 i m t s r a ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 314• EDGE DISTANCE LOAD 5' -0 e' -5 11'-4 - ANCHOR TYPE (WI MAX. SPAN MAX. SPAN MAX. SPAN PSP CONNECTION CONNECTION CONNECTION MAX. TYPE TYPE TYPE 1 2 3 415 11213 4;5 1! 3 4 48 12 12 12 1 2 1 1 2 1 2 1 9 , 910 12: 5 1 7 7 ; 9 1 - 3/4" MIN , 62 12 12 12 12 121 7 8, 12 3'5. IIMIIN1N1N11'd451p1111N1j ► 7 2 12 12110 11112 121 4 6 6 8 12 4. 5 6 1/4 W000 LAG SCREW W/ t - 3/4 - PENE 92 12 7 i 8 1 9 1 10 12 1 3, 4 5 6 12 :.? 4 4' 5 ;SMEAR PARALLEL Yy/�/� TO GRA00 200 12 : : , ; ; ; ;;:l 4L5 12U� 4 S 12 ;%4.415 48 12 1212 12 12 12 9 7 10 12 12 S 5 7 9 1 -3/4 P4 - 62 12 12 9 12,12 12, 5 5 8 9 12'1 3 4 6 7 �IICd1Gi8lltigllllnnl. 72 12 12 8 11 12 12 4 1 5 6 : 8 12 j ' "' 3 ; 5 6 � < 4-G vows) M 1 PE LAG 92 12 7 6 9 10 12 3 1 3 5 1 6 12 rs�i 3 4 5 AT 0� 200 12 =%; 3 4 5 12V 3 4 5 12' 3: 4 5 EXISTING STRUCTURE 3WV133 00OM II ArtO10R NO1 1. - 71 - 70 - 799 10:49 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED POR VARIOUS DESIGN LOADS AND SPANS SPANS & LOADS SHOWN HERE ARE POR ANCHOR SPACING ONLY. ALLOWABLE SICUTTER SPANS POR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE S. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND 0100SE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OP CONNECTION TYPE. S. MINBIUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WAu. FOeSH OR STUCCO. 6. WHERE LAO SCREWS FASTEN TO NARROW PACE OP STUD FRAMING. PASTENER SHALL 8E LOCATED IN CENTER OF MOMOOAL r x 4" (HINJ W000 STUD. W000 SHALL BE SOUTHERN PINS G = 0.55 OR SETTER DENSITY. 7. ANCMORS SMALL 96 INSTALLED IN ACCORDANCE WITH P4ANIFPACTURER'S RECOMr1ENOATPONS WITH PEN. EMBEDMENT INDICATED ABOVE. Q 1/4 - TRUSS HEAD BOLTS MAY BE USED IN LIEU OP I/4-20 SIDEWALK BOLTS. 9. 10. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW 8400C. OR WOOD FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. R IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE POR PROPER ANCHOR TYPE BASED ON TYPE OP EXISTING STRUCTURE. REQUIRED POR DIRECT MOUNT ® 6' OR 12 SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN 4NC4OR SCHEDULE. ,0 O 0 RI 01 I - Q r O cG , EL 0 in M J a tJ) N co R W Q r ea Z E a • W = p. > N z . ¢ U F CI en s 3 4 la • it; u O m Z X Y s •0 J 0 W Z CI drawing no. 99 -036 1- l7 } . a ' O u 11.1, PEES FL Li s o: PE 0 FiS1, • `BO`ti 01/26/991 ! dram Dy TEO j l MC d ©wen ey1`cnama©d 9 VJK , Oneet 1 1999 KNEZEVICH ASSOCIATES. I revisions