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WS-09-907Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 121084 Permit Number: WS -6 -09 -907 Scheduled Inspection Date: August 18, 2009 Inspector: Bruhn, Norman Owner: FOSTER, TIMOTHY Job Address: 83 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060131440 Phone: (305)597 -7797 Building Department Comments INSTALL 19 HURRICANE PANELS Passed 0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 115459. Panels must be installed on opening that have been adjusted Front only. NB Annnci 17 9M0 For Inspections please call: (305)762 -4949 Dann 4 f.f 79 (pN0Gt ifiro \\%. \fiv\ CrelgQ109 Catk,Ne-- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): RECE VE JUN 0 1 2009 Electrical Permit No.W301 9O't Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Ti rc*hI d. F-os itr Phone # 3b. -15 to - 33461 Owner's Address 83 N E. WO (.0- City M 1 Qm t S floras State FL Zip 3313 Tenant/Lessee Name Phone # Job Address (where the work is being done) ` / NC 10 0 `5 °r City Miami Shores Village County Miami -Dade Zip 33 i 3e FOLIO / PARCEL # t t- 3200'0 i 3' 1 LA LIO Is Building Historically Designated YES iC NO Contractor's Company Name irl01 -F .► (ri �(.. Phone # 'a-25-54 i " 47 Contractor's Address 1 r L1 S— 144- City 0 °-(ate //r�1 State #,1- Zip '330-5-171 Qualifier Name Clain' k Di -j State Certificate or Registration No. �` Certificate of Competency No.( )(2 /5 //3/7_,... Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ � 00 Type of Work: Describe Work: q {n, Addition tot Alteration Square / Linear Footage Of Work: 3 \ v DNew /Replace, Demolition tit******* * * * ** ** * * * *** * * * *,r**** ***** *** Fees************* * ** * ** ** * * * * ** * * * * ** * **** * *** ** Submittal Fee $ Permit Fee $ (�� CCF $ a<Q0 --- Notary $ Training/Education Fee $ (' Technology Fee $ l• Scanning $ 1.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 311.0s See Reverse side -* 4 • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortga I Ler's Name (if applicable) Mortgage T rider s°A (re � City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that, no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this ao day of who is 2 , by1 % VI l € ( , me or who has produced As identification and who did take an oath. NOTARY PUB IC: Sign: Print: 9 My Commission• BOND * * * * * * * * * * * * * * ** FLORIDA *"4 Enis Gascon nCommission #nt)699895 `Acpires: JULY 29 11 rxxiic BONDING Signature Contractor The foregoin :, instrument was acknowledged before me this day of �, 20C by L � I 0 Die/ 2 who i "p E� onally known to e or who has produced as identification and who did take an oath. NOTARY PUBL �° : Sign: C �u Print: ( .g• My Co Commission #DD699895 eBMWCO T ************************************************************* * * ** * * ** * ** * *,* * * * * * * * ** * * * * *** APPLICATION APPROVED BY: (Revised 02108/06) Plans Examiner Engineer Zoning PERMIT # ©q - Qo 7 TAX FOLIO NOTICE OF COMMENCEMENT STATE OF L. _COUNTY_ Of THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Legal description of property: Property Address: 2. General description of improvement 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name & Address of fee simple titleholder (if other than owner): ►� 0(e —CI a rvt( 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax: d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax: LOT cal 4, ;?-) BLK LCD SUB MVPs ` 3 N I 00 d tar +2�2 ❑ Lengthy Legal attached HUrr,e nQ. Prvtr Or, s F, u- t-1t!r rr+Qt'h S , FOS %-er tD 111111111111111111111111111111111111111111111 CFN 2009'R(34i-26742 OR Bk 2u900' Ps 4335; (fps) RECORDED 06/12/2009 14 :00 :39 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUFITYe FLORIDA LAST PAGE This space reserved for recorder. /0 53133 7. Persons within the State of Florida (name & addresses) designated by. Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: Telephone & Fax: STATE OF FLORIDA, COU ?_, I •r AFT: P11F�v • 8. In addition to himself or herself, owner designates the follo C� FAA 713.13(I)(b), Florida Statutes: ®��3 ��� Name: — — Address: Telephone & Fax 9. Expiration Date* of this Notice: 1 'liiIZ11�/h, ' By ection *Expires one year from the ;ate recorded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOURNOTICE OF COMMENCEMENT. A aim s . 6 Si ature of Owne •r Owner's Authorized Officer /Director /Partner Manager Title/Office The foregoing instrument was acknowledged before me this day of w .n for r - �NOTARY p'CTBI�IC•� OF FLORID, Fnfs Gascon Print, �:r �." ' ^.� 'r" a of Notary Public �a,,.,,.+' pares: JULY 29, 2011 Produced: �EDT�tvar►.a�rrrn���^^ e'r atu - •f Notary Public – State of Florida , 20 , by Personally Known OR Produced Identification Type of ID Prod VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief r r By Si gr re of Owner or • f -r's Authorized Officer /Director /Partner /Manager who signed above. Turn Over for Instructions TrapeuP ci 0 p _LcriKc Foster S. Timothy 83 NE 100 ST Miami Shores, FL 33138 17 18 12 13 4 15 6 11 Ei 10 19 •• • • • • •• ••• • • • • —• • -• • •• • •g• • it • 1 171 1 6 • • • • • •• • • •• • • • • • • • •• ,Product # W H Panels 1 42 73 Panels 2 41 73 Panels 3 41 73 Panels 4 50 76 Panels 5 56 58 Panels 6 56 59 Panels 7 28 28 Panels 8 113 59 Panels 9 86 59 Panels 10 38 41 Panels 11 85 58 Panels 12 85 58 Panels 13 57 52 Panels 14 64 89 Panels 15 40 73 Panels 16 40 73 Panels 17 38 40 Panels 18 33 82 Panels 19 39 82 ws oleos ettM Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH AU. FEDERAL STATE AND COUNTY RULES AND REGULATIONS DATE Foster S. Timothy 83 NE 100 ST Miami Shores, FL 33138 �18 12 13 14 15 16 11 10 19 X 7 4 E -GRESS JUN 15 2009 R Yo seevmmmmmme Product # W H Panels 1 42 73 Panels 2 41 73 Panels 3 41 73 Panels 4 50 76 Panels 5 56 - -_ 58 Paneis 6 56 59 Panels 7 28 28 Panels 8 • 113 59 Panels 9 86 59 Panels 10 38 41 Panels 11 85 58 Panels 12 85 58 Panels 13 57 52 Panels 14 64 89 Panels 15 40 73 Panels 16 40 73 Panels 17 38 40 Panels 18 33 82 Panels 19 39 82 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DES .! OR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof - one 4 10 15 20 Tributary Area (Sq Ft) .r._. 40 .. -. _. !- 35 30 -50.4 -49.2 - 48.3 - 47.6 - 47.1 -46.8 - 56.7 ,• ' -45,6 -15 ft +46.5 +45.2 +44.4 +43.7 +43.1 + +452 • +41.6 +43.1 +42.7 -. i J. -47.7 47.3 46.8 -46.5 -482 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43,3 442.9 +42.5 +422 18 ft -52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 18 ft +48,3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +48.4 -50.0 -49.5 +45.8 +45.3 . -49.1 ° +44.9 48.7 +44.5 -48.4 +442 +43,6 - 54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 -51.5 +47.6 +47.1 - 51.0 +46.7 -50.6 +46.3 -50.3 +45,9 28 ft -56.6 +522 -552 +50,8 - 542 +49.8 -53.5 +49.1 - 52.9 -52.3 +48.4 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 - 56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 -532 +492 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53,8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 -53.9 +49.9 +49.4 -53.5 +48.9 -53.1 +48,5 -52.7 +48,1 32 ft -59.1 +54,5 -57.7 +53,1 -58.7 +52.0 -55.9 +51.3 -552 -54.7 +50.6 +50,1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 - 58.4 -57.4 -56.6 - 55.9 -55.4 - 54.9 -54.5 -54.1 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 38 ft -80.6 +55.9 -59.1 +54,4 -58.1 +53.3 -57.3 +52.5 -56.6 -56.1 +51.9 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 -58.7 +52.5 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft - 62.0 +57.1 -60.5 +55,8 - 59.4 +54.5 -58.6 +53.7 -57.9 -57.3 +53.0 +52,5 -56.8 +52.0 -56.4 +51.5 -56.0 +51,1 42 ft -62.6 +57.7 -61.1 +56.2 -60.0 +55.1 -592 +54.3 -58.5 57,9 +53.8 +53.0 7.4 -57.4 +52.5 -57.0 +52.1 -5 8.6 +51.7 44 ft -632 +58.3 -61.7 +58.7 -60.6 +55.7 -59.7 +54.8 -59.1 -58.5 +54.1 +53.5 -68.0 +53.0 57.6 +52.6: -57.1 +52.2 48 ft '83.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 -71.3 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft - 84.4 - 62.8 - 61.7 -60.8 -60.1 -59.6 -59.0 58.6 52 8 -77.3 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.11 50 ft -84.9 +59.9 63.4 +58.3 622 +572 -61.4 +56.3 -60.7 -60.1 +55.8 +55.0 _ -59.5 +54.5 -59.1 +54.0 58.7 +53.6 52 ft - 65.5 - 63.9 -62.8 -61.9 -612 -60.6 -60.0 -59.6 -592 -66.6 +52.6 +60.4 +58.8 +57.6 +56.8 +56,1 +55.4 +54.9 +54.5 +54.0 54 ft 56.0 +60.8 -64.4 +592 - 63.3 +58.1 -82.4 +572 -61.7 -61.0 +56.5 +55.9 50.5 +55A -60.1 +54,9 59.6 +54.5 56 ft -88.5 +61.3 - 84.9 +59.7 -83.7 +58.5 52.9 +57.7 -62.1 51.5 +58.9 +56,3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft 57.5 +622 -65.8 +80,6 - 64.7 +59,4 -63.8 +58.5 - 63.0 -62.4 +57.8 +57.1 -61.9 +56.6 51.4 +56.1 -61.0 +55.7 1 z m c V ' 8 r- m m REMARKS INIT ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height ne 5 10 15 20 Tributary Area 'Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 -59.8 -58.0 - 56.7 -55.6- - 54.6 - 53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 1'" ft `73.1 -60.6 - 58.8 -57.5 - 56.3 -55.4 -54.6 - +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 -62.1 -80.3 - 58.9 -57.8 - 56.8 -55.9 - 552 -54.5 +48.3 +47.0 +46,1 +45.4 +44,8 +44,3 +43,9 +43,6 +432 20 ft - 66.1 +49.4 - 63.5 +48,1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -602 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 -66.0 -64.1 -62.6 -61.4 -80.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46,3 +45,9 26 ft -69.8 -67.1 - 85.1 -63.6 - 62.4 .61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47,5 ';+47.1 +46.7 28 ft -70.9 -682 -662 -64.6 - 63.4 -62.3 -61.4 : 460.6 -59.9 +53.0 +51.6 +50,6 +49.8 +492 +48,7 +482 +47.8 +47.4 30 ft -72.0 +53.8 -692 +52.3 - 67.1 +51.3 -65.6 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48,9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53,1 - 68.1 +52.0 - 66.5 +51.3 -65.2 +50,6 - 64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.6 +48,8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 - 66.0 +51.3 - 64.9 +50.7 54.0 +502 - 83.1 +49.8 •82.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53,3 - 68.1 +52.5 -68.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50,0 38 ft -75.7 +56.5 -72.7' +55.0 - 70.6 +54,0 -68.9 +53,1 - 67.6 +52.5 - 68.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50,6 40 ft -76.5 -73.5 -71.3 - 69.7 - 68.3 -67.2 562 - 65.3 -64.5 +57.1 +55.9 +54,5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 -67.9 - 86.9 -66.0 -65.2 +57.7 162 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft - 78.0 +58.3 5.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +52.2 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -682 - 87.3 -66.5 +58.8 +57.3 +582 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.31 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 59.8 +54.5 -68.8 +54.0 57.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 - 69.0 -68.2 +60.4 +58.8 +57.6 +56.8 +58.1 +55.4 +54,9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 +572 -72.8 +58.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58,5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58,5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANC L BENNARDO P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDMONS, HIGHLIGHTING, OR 011455 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOC ' =146 MP EXPOSU 'E' MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES - FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. - 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS' WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. /) FACTOR USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF, THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING I5 TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P. • 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIIND VELOCITY, EXPOBYRE}AND 0T1-151+. • • • • COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING • BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICREELITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO =AV? PRODUC'I•APPROO/ED • CERTIFICATION. REFER TO ANY SEPARATELY SU Q =EST CRITERI/`AND OTHER. • APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THE66TA6116• VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WiTil GOVERNING CODES. • 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) SOR•A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCRONj USING AR IMPETRTANCE FA • • I =1.0. THESE TABLES NOT FOR USE WITH ESSEE /� CITIES R ASSEMBLY OCg1 DES TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAl t S DJILY. TH1SE JAB NOT VA FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIEWi(G6■1 = +/ -0.18) woos D BUILIyp{r•Qlyty. VERIFY USE OF Kd =0,85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. FWHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE *OF•W/&LS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTTIONYS1' M t1RDINANCES. _ • 6. NO CERTIFICATION I5 OFFERED FOR THE INN1 GRITY OF THE HQQSI- TRLtJJ,CTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, 11p ADDITIONAL f0NS OR• AFFIRMATIONS ARE INTENDED. • • • a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, • • • • • WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAP • • • DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ® I Ja�� 1 ELEVATION ICJ WALL ZONE FIGURES • PEAK R007 HEIGHT © MEAN ROOF HEIGHT 2007 FLORIDA BUILDING CODE ASCE 7-05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING © ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW .ENGEXP.COM CERT OF AUTH 69886 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •••' • • • • ••• TOWN & COUNT;IW j*TPUS•'FMMES INC 400 w IriT :McNAv fi A;Di FT.LAU13ERbAIT, PL 3331)9•• •. • • • •• ..• .. • ••••••• • • • • • • Shutter Product Apprevai•Aaih'iriz tion Form Date: May 1-112 0q Municipality: M a MI (fh o r cS Building Official: (v\ q ►'Yh i ,j' k O rtcl Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 0.050" Aluminum Storm Panels Shutter 05- 0713.03 This letter authorizes STORMWISE SOUTH FLORIDA to use the above mentioned product at the following job: Name: flmo+hy d. FOStCr Address: 6 3 NE 100 J t City, State, Zip: M I om I d hores, FL, 33131 Sincerely, Storm Wise Solutions, INC Permitting Department ENIS GASCON 1. This form must accompany the application for the building permits and shall become part of the permit documents. • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • •• BUILDING CODE COMPLIANCE OFFICE (BCCb} • • • • • • ' • • • PRODUCT CONTROL DIVISION • • MIAMI -DADE COUNTY, FLORIDA • • • • METRO -DADE FLAGLER BUILDING • • •• • •'140 MMEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA)' • • • Town & Country Industries, Inc. • • • • • • ••• •• • • • •• ••• •• 400 West McNab Road Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been desi ed to com . ly with the High Velocity Hurricane e orrsaBui .tng ose. DESCRIPTION: 0.050" (min.) Aluminum Storm -P. r er -- AP.I'RO`'AL -DO MENTr Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to c,_ mply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Heftily A. Makar, P.E. NOA No 05- 0713.03 Expiration Date: 11/16/2010 A pilrroval ate: MI 6/200ti Pa•, Town & Country Industries, Inc. • • 0110 • • • 000 .. .. • • • .0 00 • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • 1100 • • • • 000 • .0. • • • • ••• • • • • .••• • • • • • • .0 • • • ••• • • • • • • NOTICE OF ACCEPTANCE: • l EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDIU4P VIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • • • • • • • ••• • • • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26 /2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 WC,42 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • . • ••• • • • • ••• • ••• • Town & Country Industries, Inc. ' ' '. ' ' ' ' • • • • •• • • •• .... • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • •• • • . •• ••• •• • • • • D. QUALITY ASSOURANCE ' I. By Miami -Dade County Building Code Cotnpdactce UJ Jzce. E. MATERIAL CERTIFICATIONS I. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 /14'‘1' Helmy A. Makar, P. E. J Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 3- 01.dwg MCantu 06/29/2005 04: P: \FLI \ Projects \KK5353 00 \Drawings \R0 —sub \0 -LABEL LOCATION 2_02" 1.05" ITYP.) �. 1.01:' 2 1.05" MIN. (TYP.) 1.17" { 2.02" I I 062 2.250" , )1` 0 1 : o o 1 o a NIA62' SEE NOTE No. 10 SEE NOTE No. 10 6.000" COVERAGE, 8.332" P. -4 1.525 "__� 1/4 -20 MACHINE 125" TYP, SCREW 1812" 0.0.15TUD .375" R DIRECTION MAY BE REVERSED), / Nr A.215 NI :1 1l no," 'I-- 1.00" MIN. 1 632" ' 5.00" MAX. .886" 090" 150" 3 .215" :A,1,215', 040" L.3050R .090' t. .' M1 SYM. h' 090" 2.030" .060',3.00" MAX. 2.250" 2.250" 1, olo P,9_4__T u N _ .120 "r, 0 i I- 09•' N)°.' 062"'n .125' N N ` - PI Yy. .375" < 37" ,2.00Q% 12.020" 4/4 -20 MACHINE SCREW 12" 0.0.15TUD DIRECTION MAY-7 BE REVERSED) 0 125" TYP. 11 1/4 -20 MACHINE 'SCREW 12" 10.C.ISTUD DIRECTION MAY' --T / BE REVERSED)) I 091" TYP. 4. 50" 2.00" MIN. 5.00" MAX. 2.00" If HEADER O °U° HEADER 3a BUILD -OUT °U° HEADER () STUD ANGLE O STUD ANGLE SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" / SCALE 3" = 1' -0" SCALE : 3" = f.B75� 3.385" MAX. .092" (TYP .177;' GLE O ' C -TRACK (FINISH) C -TRACK CALE : 3" = T -0" SCALE , HALF SIZE SCALE : HALF SIZE THESE A'PRITML-DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED BY MIAMI -POA0E COUNTY PRODUCT ISSUANCE OF DIVISIONICEORFTHECHIGH VELOCITY HURRICANE ZONE IHVHZ) OF THE FLORIDA BUILDING CODE 2004. 2. PRODUCT WIND IN LOAD DURABTION FACTOR HAS = 11.6 WAS USED FOR THE DESIGN GAG OF DESIGN. 3.. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCIN[[�� THESE DOCUMENTS IN ACCORDANCE WITH ?HE GOVERNING CODE AND GOY ERNING WIND VELOCITY. 4. FOF R T HSE IT E PEIF C APPLAON OF E GHSESH TTP SYTFMCLUOE INFORMATION 5. FRDA ADMINSLTRAIVE 005SHALL COMPLY WITH CHAPTER 61015 -2 qq ptN[ pp gqEFp g E � E1 THESE APPROVAL 6. HEEREINYOAEETHE 00515ORM OR VERIFIES HA, 11-15 EXISTING UST800TB RE 00ES DETAILED HEREIN 7 ANY MODIFICATIONS OR ADDITIONS TO 'HESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILEEDE1140 OFFICIAL MAY ELECT ONE OF THE FOLLOWINNSG OPTIONS. ry HI{ DETAIL Al SEALED JUS-B(PY T 15 DEVIATION. ON. 58110D000014ENTS SHALL BBETSUB,MIITTh@O TOT HIE C�890000T ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL BI 005 RE0 PR01M THENMIAMI -0A05 CQUNTY PRODUCT CONBROLPDIVIESION R AND .376" .190" if t 190 I.- 17-- I `' - .. .313452" ;655 ",I -4313" 465" 1655" 6 0.090" (TYP.) m .376" X465'1 55" ;1ZI I .313" '377" BUILD -OUT F -TRACK SCALE : HALF SIZE 0.090" ITYP.) N , iwr „ _ , : �1, E 30 in' 1 tl 120 GA. GALY. STEEL GR 40 OR D 16 ALUM) B F° TRACK SCALE : HALF SIZE - SIDE MOUNT q VIEW 7 ZONE THE EAS ONLLYOOPTION "5 DEVIATIONS BE ACCEPTETHE 1 THE BUILDING OFFICIAL 9. PRODUCT MARKINGS SHALL 8E WITHIN 12" OF ONE E OF THE PANEL WITH A MINI M OF ONE MARKING PER PANEL AND SHALL 05 PERMANENTLY LABELED AS FISSLDWSr TOWN& COUNTRY INDUSTRIES, INC FT. LAUDERDALE F1, MIAMI -DADE CDUNIY PRODUCT APPROVED 10. FOLLOWING MINIMUM TIIiiBCKN055 ANO MECHANICAL PROPERTIES. NOMINAL v 050€ 11. ALL EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY, U.O.N 12.41,1. BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 0.5.1., UA.N. 13.0OPAEO PANES MA 8E MONEDAHORZONTALLYAWME REAAPPIE CAE DEIX08 FOR "h" AND "U" HEADER MOUNTING CONDITIONS. SEE STORM PANEL Lm PAN DULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION ALE: 1/4" = 1' - 0" UNLIMITED f (PERPENDIC PANEL SPAN TYPICAL SECTIONS 2.00" 1/4" MAX. -4 563"5 OPTIONAL LEG OIRECTIO P ANGLE - TRACK SCALE : HALF SIZE 3 ALLOY) WING NUT KEYHOLE WASHER CALE : HALF SIZ FASTENER (5 12" O.C. FOR UESIUN 0040* • LESS THAN OR EQUAL TO 110 P.S.F. & LLaI• • • 8" O.C. FOR DESIGN LOADS GREATER •• • THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ]`MAX - - -- • • Z-EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0,125" MAX. -rc ALUM. ANC.: - BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 012E" MIN. TO 2" x S" x 0.125" MAX. \-- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED., 08500 ON TYPE OF STIP.UC. 1/4" ••• XISTING CONCRETE, HOL•L% %!•atK OR • . • • WOOD PRAMIIGG. SEE • • ANI4 R SAI-IEO. BASED • • • • ON TYPE OF STRUCTURE ••• • •••• 0 1-- U • • ? .y\. •• • VI, • • • • •• • • • • • • • MAX. • • • FASTENER 15 12" 0.C. PIfi1R • • EQUAL TO 110 P.S.F. • DESIGN LOADS LESS THAr� • & 8' C. FOR DESIGN LOADS GREATER o THAN 110 P.S.F. (SEE ANCHOR I w SCHED. FOR ANY ACCEPTABLE 71:1 ANCHOR) • • •••• •••• BUILD -OUT MOUNT CLOSURE DETAIL 2" OTTOM MOON 0 .5 " / 650 "0-" ,/ - " 'KEY HOLE sLOT TYPICAL VERTICAL ELEVATION CALE: 1/4" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK 'OR WOOD FRAMING.,- - WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS MANN SCALE: 1 -1/2" = 1' -d" PRODUCT REVISED BscPIYI with UM R1BI0da Balding Cate A.arpeasos No @°S- 07I ?. D3 Espias[io e° iff/E' oi, • V,) Kn 's $i • 005 CI ral LI Late 06/29/2001i CAT. am,nq �`AS "NOr,T�E,D, II ��M��CR�)� =VW I 5 a.°me 05 -353 sheet 1 of 6 0 \FL1 \Projocla\KK 5353.00 \Drawings \RO— uuo \05- 353 — 02. Print Information: EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMIN EXISTING GLAZIN -O CONNECTION TYPE /REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASSI TABLE 2 EXISTING GLAZING SEE MIN. STORM PAN EL SEPARATIO N FROM GLASS TABLE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING "-- EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING OWALL MOUNT SECTION SCALE: 3" - 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING I TYP. TOP AND BOTTONI MAX. EXISTING GLAZIN 1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR • SCHEDULE FOR MAX. / SPACING — OPTIONAL LEG DIRECTION ° / --O CONNECTION TYPE r-C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EO SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CZ CONNECTION TYPE — = / -- EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING CONNECTION TYPE. DIST. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" *MAX. J s w Z m 6 Q a H wW w= � 8 Q Ea ti 'm \ w\ /4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZING 1/4" MAX B1 OPTIONAL TOP MOUNTING \--1/4 -20 MACHINE BOLT WITH LOCK NUT (al 12" Q.C. OPTIONAL ITYP. TOP & BOTTOM) LEG DIRECTION CZ CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (TYP. TOP AND BOTTON) O CONNECTION TYPE %^ REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING 1/4" MAX: ° p\ '3a I I J o.j < SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OBUILD -OUT MOUNT SECTION SCALE 3" = 1' - 0" SEE MIN, STORM PANEL SEPARATION FROM GLASS TABLE 2— DETAIL QE ('PASS THAW SEC.) ANCHOR SCHEDULE 1/4.0 Ira W/ 1 -3/4" (CONC.1 OR MIN. 1840441 EMBEDMENT GONG (3338$8 TAPCON MIN. 1 -1/4° 8•UAYY HACK 1/4 "8 POWERS CALK -IN W/ 7/8" 1/4M80 STAINLESS STEEL MACHINE SCREW CON C. 013585» 1/4.0x MIN. 2 1/2 LONG WORD LAG SCREW W/ MINIMUM 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR To w00D GRAIN WOOD 12" 4" 7" 12° MAX. ,C4 CONNECTION TYPE \REFERENCE ANCHOR \ SCHEDULE FOR MAX SPACING OCEILING/FLOOR MOUNT SECTION SCALE 3" 1' - 0" THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS 3 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER EMBEDMENT "VIE : EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 z K a •••• FASTENER 3 6" 0.4 OR 3 1240 C. ,314T DO NOT • • • • • • EXCEED ANCHOR 5CHE0UL I,SPA N -USE REMOVABLE ANCHORS ONLYE/* E OLE • ••♦ WASHER. LOCATE FASTENER IN NA ROW • • • PORTION OF KEYHOLE WAS4-i61,••• •• • CI CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACII'Q • • • • • -�. .8 ° ©°F° TRACK/DIRECT MOWIll BECT1ON • • • SCALE: 3" - 1' - 0" • • • • •••• • •• ••••• Ogg Vy Z 2 1 -1/2 1 -1/2 .2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT - -- X 1/4" < MAX. E 1/4"(6 THRU BOLTS W/ LOCK NUT 3 12" O.C. FASTENER, SEE DETAIL : ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2 "x S" x 1/8" n CONNECTION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING "— EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE DETAIL©-- //(j, .[f' `® OCEILING MOUNT / SUILD OUT SECTION SCALE: 3" =1' -0" OR PR;Milli 70 rOANEWEI9VACE AR #14x 3/4" TEK SCREW `t (¢) 12" 0.C. BETWEEN a TRUSSES EXIST•do i'iL1[F•O FINISHQR PLU'W430 SOFA= • —1/4" MAIK. • • • • •• • EE MIN. 3TORM PANEL SEP. FROM GLASS TABLE 2 tea° EFQ J J ,-EXISTING / GLAZIR0 O°PASS THRU° SECTION SCALE: 3" = 1' - 0" • • • ` V.J. Kn2•10ci• • • •' 40otesio 80 •••• 72 • •••• • • • •• • • • •••• PRODUCT' REVISED S 6881pCodawk610e 168N1TK Acaclrt0000 Nook of 13.03 (� ° / o I 06/29/20051 CoBtroi • • idmmM Nw L0 353 sheet 2 of 61 motion: P: \FL7 \Projecla \KK5353.00 \Drawings \RO — sub \05 - 353- 03.dwg MOantu 06/29/2095 04: 47:OOpm W000 ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZING— X1/21 -1 / ONE 1/4"ex MIN. 5" LONG WOOD LAG SCREWS 0 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT N70 W000 MEMBER TWO 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS 4 24" 0 C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER 1 "x4" OR 1" x 6" .062" CONT. ALUM. TUBE 16063 -T6I GLASS OR DOOR —� SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 #14 x 3/4" TEK SCREW Cal 12" 0.C. BETWEEN TRUSSES 2" x 5" x 1/8" CONT, ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS (al 12" 0 C. ‘ ‘\ 1/21 '- EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING BUILD -DOWN /BUILD-OUT SECTION lJ SCALE: 3" = 1' - 0" l 04 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING -�— C1 CONNECTION TYPE JEMBk" —'� REFERENCE. ANCHOR SCHEDULE FOR MAX, '- EXISTING CONCRETE, SPACING HOLLOW BLOCK OR W000 FRAMING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTiCN WITH AN h HEADER OR ° U ° HEADER TOP MOUNT C -TRACK ASSEMBLY - INSIDE MOUNT K SCALE 3" = 1' - 0" 1/2" PLYWOOD EXISTING GLAZING of aF �+ EMBEDMEN E C5 CONNECTION TYPE USE 1/4" W000 LAG SCREW 0R 1/4" 0100 - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x W000 FRAMING REQUIRED EE MIN. STORt` PANEL SEP. FRO GLASS TABLE 2 TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS-' Z" z 6" P.T. CONT. WOOD BLOCKING —" 1/4" MAX. 2. L I-' EMBEDMEN Z O �1 mo to EXISTING GLAZIN N SEE MIN. 0 Z STORM PANEL E na. SEPARATION "' V7 FROM GLASS TABLE 2 -- -TWO 1/4 "0, MIN. 4" LONG / STAINLESS STEEL W000 LAG SCREWS Cal 24" 0.C. MAX: WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1 "x4 "x1/8" x CONT. ALUM. TUBE #14 x 3/4" n TEK SCREW 4 4 4h Cal 8" O.C. " MAX. r. /4" ,4 4a 4h MAX. 1/4 "0x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW Cal 12" O.C. W/ 1 -3/4° EMBEDMENT INTO WOOD BLOCKING OCEILING/BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" TO LOCK STRAP IN PLACE U56 A THUMB SCREW OR A TRUSS HEAD BOLT C\ \\ /'1" 1/4 -20 x 3/4" �,�..,, "`I j� ■_ MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD \� I *5/16" .0. AND 1/2 "0.0. x3/16" MINIMUM NYLON 1/16" BUSHING OR 1/4 -20 NUT IGALVANIZEDI MIN. OC -]RACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE US46JOR a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x 675" x .125" SQUARE SCREW HEAD, • • 1/e'' MAX. • • • • • qq 0 3 REFERENC ANCHOR \ SCHLTJ!JLiSAR•MAX. • \SPACING •••• •• • • • • • • ET • • • OBUILD - OUT/FLOOR MOUNT SCON SCALE: 3" = 1' - 0" •••• • 1 0 tn .g /--1/2" 0.D. x 1/4" I.D. x 3/16" ' NYLON BUSHING OR 1/4 -20 S.S. NUT (IMP. -FINAL LOCATION= OF STUD M C -TRACK ASSEMBLY (ISOMETRIC ETRIC VIEW) N.T S. r� • •• • • • • •• •• •••• • • • • • • •••• • • •••• a • • • • • • • • •• • 4- • • • • • •••• PRODUCT REUSED sssomp%9i®BwBh affix PIRthis Duldiftg Code NooS- 0113.03 EspirrOim USES n.010 Miami 00 Control ~ l7' 06/29/2005 sale AS NO1ED l:�a =a°aM NW VIK 05 -353 sheet 3 of 61 \FL1 \ Projects \KI<5353.00\Orawings \RO— sub \05 - 353- 04.dwg MContu EMBEDMENT EXISTING WOOD FRAMING EXISTING GLAZING 6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" CMAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS / TABLE 2 01 J 01 1/4 -20 S.S. BOLT & NUT 91 11" O.C. - 2" x 5" x 1/8" CONT. ALUM. ANGLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. ZSPACING E EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING O WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 1/4 -20 . BOL & BOLT 5. &5WINGNT UT / CO 24" 0.C. (TYP.)-- (1 20 GAGE STEEL / BENT PLATE OR 2" x 2" x 1/8"/ 6063 -T6 ALUM. ANGLE /-1; ‘" A MAX. 1/4 -20 S.S. BOLT & BOLT & WINGNUT / (al 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1 /8"/ 6063.-T6 ALUM. j BENT PLATE - — - EXISTING BAY WINDOW " OVERLAP 4., 'MAX. OVERLAP 01 TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB A 2..x 2 x 0.055" 6063 -T6 2 "x 4" ALUM. TUBE 2 "x 5" /---(3 CONNECTION TYPE REFERENCE ANCHOR / SCHEDULE FOR MAX. SPACIN /2" EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS, TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING -- A A 2" 2" 2" 4' EMB x 0.055" 6063 -1"6 ALUM. TUBE S" LONG HANDLE RIVETED TO PANEL C1 CONNECTION 'TYPE REFERENCE ANCHOR h SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION SCALE: 3" = 1' - 0" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TTYP. - 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT 91 12" O.C. (CONNECTS TO ADJACENT PANEL) WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) - -- - C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN --1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING NON- STRUCTURAL FINISH MATERIAL 8RICK OR WOOD CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EXISTING GLAZING F-1/4" MAX. 1/4 -20 STUDS 91 12" 0.C. 4 - DIST. -• I_ 1 1/4" MAX. •••• C4 CONNECTION TYPE* • • REFER•NCE ANCHORS • • • •SCHBI)UA FOR MAX. WeCING• • • • • • • • N - STRUCTURA ' • • \-Eg COSTIING •• 414151ij1ATERIAL • ®WALL MOUNT / BUILD OUT SECTION, • • • • • • SCALE: 3". 1'- 0" • • • • • •••• • •• 1 • •• • • • • • •• • • •• •• ••/ }0 OLE FOR • FA TFIING PANE.••• • • •••• NI EMBED. . HOISTING HOLLOW BLOCK '--2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) ® OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. • • • • +• • _x< (MAX. PANEL HEIGHT = 7' - 4' & MAX DESIGN LOAD x72.00 P.S.F.) INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" . 1' -0" DETAILS TIT NOT& THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. • •• • • • •••• PRODUCT REVISED mounplyiss with S• A Raiding** ExpiraionDate ,TWIRL oh) ET MS= Dade Cozad V•J Knrsiette s' Prot FL We. • • • ••• • 06/29/20"055) AS NOTED !!�MQIJ wm 1 05-353 a.ro 1 } NW sheet 4 of 6 gs \RO— su5\05- 353- 05.dwg MCantu 06/29 is \K115353.00 \D (It ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LO ., ANCHOR SCHEDULE FASTENS( MAXIMUM SPACING (INQIES) REQUIS.WRYARIOUS DESIGN LOADS AND SPANS 330 N. Andrews Ave., Suite 450. Ft. Lauderdale, FL 3330 Tel, (954) 522.3690 • Fax (954) 522.3691 • COA 4 7519 Website: www.TeTTGroup.com N ANCHOR TYPE LOAD (W) P.S.F. MAX. MIN. 2° EDGE DISTANCE MIN. 3° EDGE DISTANCE EXIST. STRUC. ANCHOR TYPE LOAD IWI P.S.F. MAX. (SEE NOTE 1) MIN. 3/4 EDGE DIST ,• •i- SPANS UP TO 6' -0' (SEE NOTE 1) SPANS UP TO 8' -8'• (SE NOTE 1 SPANS UP TO 12' -0" (SEE NOTE 1) SPANS II:9-Z 6' -0•• (SEE NOTE 1) SPANS UP TO NS UP TO 12' -0" (SEE NOTE 1) SPANS (SEE NOTE 1) SPANS UP TO (SEE NOTE 1 SPANS °' TO 2•_0•• .." 1 o -0 (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C11C2 TYPE NOTE 3) C3 C4105 CONNECTION (SEE C1IC2 TYPE NOTE 3 C3IC4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2ft3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE 3) C2 C3 C4 C5 CONNECTION C1 (SEE NOTE C2I C3 TYPE 3) C4IC5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION (SEE C1 1C2 TYPE NOTE 3 C3iC4 C5 Z'I Ff 43.0 14 14 t4 1 4 ' 1 4 14 /4 14 1 2 ; 1 0 14 14 8 8 7 14 1 4 , 1 4 14 14 1 4 1 4 14 14 12 14 14 8 10 9 • 0 0 0 �i , 2 "MIN 43.0 50.0 72'0 14 14 m______ 14 14 13172 1414 14 9 8 14 14 6 v4 ^0170 TAPCDN W/ 1 -3/4" MIN. EMBEDMENT 3192 .S.L Co. •,31? 50.0 14 14 14 14 13 14 14 12 10 9 14 14 6 7 6 14 14 14 14 14 14 14 12 72 10 14 14 6 9 7 , 7/4 °4 x MIN. 3" LONG Lg4G SCRF�W W/ MIN. LE oR SR . AR PARALLEL OR PERP. TO WOOD GRAIN 14 141 11 ' 10 mrn1 © 14 14 ®® 5 3 72.0 14 114 9 14 74 5 7 6 14 12 3 5 4 14 14 12 12 10 14 14 j 6 8 7 14 12 ' 3 6 5 84.0 150.0 14 14 14 ®�i�ii�al���i�®��g�''© 112� 110l YUU®®©D©® lla� © 12 3 5 4 14 ! 9 10 9 14 14 4 7 6 14 12 3 6 5 84.0 m� 7 6 14 14 14 5 ®® 3 ®�©/� 4 172 3 6 5 14 12 3 6 15 14 �, 12 3 6 ' S 150.0 14 14 ' 4 4 ' 3 14 ; 4 14 14 4 1 y1, IiPJ11111 43.0 �� %I%/!I%�� �r� %II%/mosi'%' „., /, ��,ARE0 �d%dd��'//ea //, :1 /y%�% �i..// I/ ®® 14 11 10 8 ®7 b .*. pIS1A1 �����, `/16 "0 W000 BUSHING 1 MACHh IES[REW'I'EEL 43.0 1L 14 14, M 13 13 7 �� 9 9 50.0 �/ ► //col /7i 14 14 14 73 10 14 14 7 9 7 1 2 3 6 © 50.0 ® ®,pfd'; 17 : 71 4 / y�� / W/ 7/ POWERS CALK -IN W/ 7/8" EMBEDMENT 8 Ui 1/4-20 CHINE SCRESTEEL 000E . CON.•,4L 72.0 84.0 ' //�� 14 14,1 7 9 7 5�A7 166 12 ' 12 3 6 ©Q�A©© 9 i 7 ' ��cj 9 72A 84.0 11 9��9 11; 4 �I 3 C 7 7 i�al iiii //. ''Y ry'p' %d�C r 14 10 W� /�Wb�2/�Elry�� ZEf ©�iRi/���C7 /2� EIMIrAINN II�i 150.0 / 0����d��� I//A r/f //Y,'iY / /AIl�?MIEVAEIBIEIEFOI 114�1 i♦• 9 7 /Jiiii 12 8 10 150.0 Enrai//. lIIMII IldltWf %%W 43.0 50.0 12 j 12 12 12 12 ��mBE� ®��® 12 _i .II,t11',f1MIUMItili.� 71_ ® ®W►..�YLiYEFBIEEMI /�!/7.lifi�iFi�%/��C Ai OZZIO M 12 12 12 12 12 8 12 12 9 4 10 8 7 5 1 6 5 12 12 12 12 4 9 / 7 6 5 4 12 12 12 12 12 12 12 ! 12 12 ' 10 12 12 12 12 12 5 12 8 10 : 7 12 12 12 12 6 9 3 1 6 1 7 5 *`I.RMOUM"1 ICI """' TAWBEmm2'i1113QE161b1111© 1FQ�F EI Q�� 3 FEMALE "PANELMATE" W/ t -7/8" MIN. EMBED. & i/4 -20 M CHINE SCREW q WITH NUT III. . , -•,.,L 72.0 12112 9 10 12 12 1 E ELCO MALE / FEMALE "PANELMA TE" W/ _28 11 MIN. EMBED. - 1/4 -20 MACHINE SCREW I .ITH NUT 84.0 ?50.0 12 12 6 8 7 12 72 3 9 5 4 5 4 12 12 8 10 9 1Z t2 4 7; 6 12 12 3 6 5 fiNV ��� rj Mein Nfi® 10 4 3 12 0 / 5 4 12 9 5 4 12 9 12 12 3 6 5 12 12 3 6 5 12 12 3 ' 6 5 f•J. OICIEI riIGA7 ICiB�iSOI /ila 9 \E \H71 a� Er ?4 t4 14 '.k 14 14 14 14 14' 12 14 '+4 1L 141 8 12 10 14 14 14 14 1L 4 14 14 14 14 14 14 ®.�i� ® 4 14 ®a 9 ' 14 12 5 12 10 • • r_J 1 /4••m ELCO CRETE FLEX 14 14 14 ®114 14 14 12 14 14 6 12 3 10 7 6 '4 -- 14 AI1�® ®�EI ®_ I��. 9 14 12 ®� 14 ®� • • ANO(OR NOTES: �,' • " • 150.0 14 ^4 12 14 12 14 ?4 5 10 8 14 • • • • • • • 1. SPANS AND ALLOWABLE STORM SHOWN HERE ARE SPANS FOR SPEECIFIIC LOADS B Y,7RET�TOGTOHNOSE • • • • SHOWN IN TABLE 1. • • • 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STPIJ•711UONI •ATERIAL •• • ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OII EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELil♦T•S�. GREATER • THAN OR EQUAL TO SHUTTER SPAN. 7. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF Cori.Ii`TION TYPE.. • 6, EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCIA3R WOOFRAMINC0• • • REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE -1iiDB •)N TYPE 36 • • EXISTING STRUCTURE. S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH •1•I• •fURERS'• •• RECOMMENDATIONS. • • • • • 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WAL!IINI§HIOR STUCCO. •••• 7. VARY. EXISTING FY THAT FASTENERS IS WOOD FRAMING WOOD F�$2 NDITIONS • MEM ERS NOT PLYWOOD. FASTEN NG ARE LWOOD ISEACBEPT�NLYMFOR 510E CLOSURE PIECES. • • •••• SHALL BE IS ACCEPTABLE OF NOMINAL FORM OD FRAMING.MIN W Sit1DT O. 3/4"" •••• • N. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENEO EDGE DENSITY. SAG SCX7i�5 51 -I�,LL HAVE • • PHIOLLIPSEPAN HEAG=0.55 O EX HEAD. ?. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN•••••• BASE EAD (SIDEWALK AND 0 MAY HONE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER W/ 1-3/4. MIN. EMBEDMENT La, .;1u DDU 14112 �Fa ®mm 3 7 6 14 ®®®© 12 m© 3 7 6 14 12 3 7 6 14' 14 5 10 8 ©o 7 6 14 13 4 9 7 14 13 4 9 7 14 13 4 9 7 g1 ,Aiii. N1U NGSiiiP 43.0 14 14 14114, 12 14 14 10 10 8 13 13 4 7 6 14 14 14 14 14 14 14 12 13 10 14,14 5 9 7 ''(-1;'17E LCO TAPCDN W/ MIN EMBEDMENT LE P I u.3t9 50.0 72.0 14 14114 13 1 10 14 14 6 9 7 11 11 6 5 14 14 14 14 13 14 14 8 11 9 14 14 4 8 6 14 14 14 6 � 9 7 �mirm /3 4 3 14 14. 8 11 9 14 DEEM 10 8 / i 3 4 94.0 14 4 7 6 _ ��� ®� 3 14 5 9 7 12 �� 10 8 j 5 4 s,Na • ^ 4 3 101 8 ®�� , • _ •�li iiii ©© 0© HOLLOW CONCRETE BLOCK .)UUt1111UUmiilii(e 1/4,: ITW TAPCDN W/ 1 -t /4" MIN. EMBEDMENT 43.0 50 DO 14 13 14114 9 5 ' �laii/// 9 9 �Aliryi yI�� DEW 4 3 3 / 14 14 14 10 8 12 iaiaiitial 10 10 4 1 6 1. V.J. lZIEIRele amkannelr ymec R 1B /•. ••,• • • • 2111 13 7 S 4 14 14 14 8 1 7 72.3 0EI 5 6 6 3% O�LE � 10 10 4 6 6 7 7 V 1 4 3 Ell ©I�// ©RE 84.0 150 0 !a il�10© !�/ �/3� 5 5 �/�/�3,/YJ�BC lIN MiiI�/�1IM iryliii'/�pii�y'�/' ii �n // , A 1F I Ill!(!` "�//��/���� °�'�' I��/i�Ypran,'ayrqI / / /���y/�''C�� p O / ►IN �����il!//��ilu� IrAIy�IM/�I•IMEL ��/�/ % /J %IV�a� %���,���iI� /ry�p�//7i �� %/./lI� �,B ©` 540 p / /I!/• G An/ �� I / Bl��iiia© I 3 / iaBr/. i/ A IIiI 4 L4� -- W4 "p POWERS CENT -IN W/ 7/e" EMBEDMENT & 7/4 MACHINE SCRE,r5/TEEL 72.0 84.0 , m -g ` %V' /� 3 -- II/ /L /E 3 8 150.0 rA ZJ/�IANTOMMOMPA VMM� I�M©/� 15 3� El LCD 12 12/ 5 6 7 I 12 8 12 12 5 10 5 �0. �/ DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, E• 1 MALE> FEMALE "PANELMATE^ W/ t -1/4^ MIN. EMBED. & 1/4 -20 MACHINE SCREW Yl1TH NUT 72.0 84.3 12 12 12 5 6 i5 5 A 3 I' / 12 12 5 7 5 10 10 4 4 7 5 3 3 11, * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 1 1 PRODUCT REVISED es1giig p'[.pTjTjp o/ IT. 12 3 5 4 ry''©p©I�� p ©�%�/����l 3 12 12 4 4 8 8 © WARN 7 ©'� 150.0 ®/; ,� 3 /� �I"EaVAMFOWI©/LI© �� 3 VIE 7 1 5 "h n r 1/4 "0 56(0 CRETE FLEX W/ 1-1/4' MIN. EMBEDMENT 43.0 141414 ®� 1219 ® ®LIMI 12'12 1 4 11 11; 3 7 5 14 ®14® ®m9 8 ®13 4.. 50.0 72.0 14,14 14 14 14 6 6 4 14 14 14 12 9 14 1411 8 6 11 11 3 6 4 a III �•'' X Ill 8 6 10 ! 10 © ©. / 4 3 14 14 6 8 6 11 11 ©© 4 8 6 84.0 ® 9 9 ' ®��� / ©� - �� 6 5 S 4 15x.0 t�7l��E Iw/ Ei �I��aMENEI 55 i1. 4 14 14 14 13 10 14 14 7 aia�Il!® 10 10 3 QO.®I0. 1I jul11ll1yititiitili)tiii^ 1/4 "0 ELCO TAPCDN W/ 1 -1/4" MIN. EMBEDMENT 43.0 14 14 14 10 8 11 11 6 Aompionce P oo - 03 Esp60Uoa 0088 R'" 0 / 0 l._. ""° 06/29/2005 ny AS NOTFD�� MCRJ NW '''''=K 50.0 13 13 13 9 7 9 9 3 � 3 14 74 14 11 8 12 12 4 • B 8 ,' /,/ �• 72.0 84.0 9 9 1 3 6 4 I ©s 12 iaii'/fiii 12 4 7 6 8 8 Ann Ann 7 7 AMU 6 4 s ', 6 4 V 4 5 4 j 3 t° /- ID . °; y}cy Division 8 55 LL � IEEI99 II��al �yy'���jjj©���' ��'���.1 !��////1I��©'�l/�///�''1�1j00 �C�I,Ci ©ITMO •I/ 11 10 1 3 6 5 150.0 l8 © © 05 -353 (�aheet 5- of 6 0 0 P' \FL1 \Projects \KK5 T A 8 8 8 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD !N IP.S.F.) ACTUAL SPAN (L) (FT - IN1 COLUMN 1 COLUMN 2 MIN. SEP. FOP ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES/ 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 8 -4 3 3 90.0 4 -0 3 1 -1/2 '7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 TATTT 0R 1- KIM: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE' 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A 8 E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD P S.F.1 SPAN FOR NEG SPAN FOR POS PRESSURE PRESSURE IFT - IN) (FT - INl 40.0 12' -0" 10•_4" 45.0 11' -3" 10' -1" 9' -9.. 55.0 60.0 62.0 10•_2•• 9 9, -7.. 65.0 6' -11" 70.0 72.0 8' -11" 75.0 80.0 3' -3" • 90.0 100.0 7'_4" • • • 6.8- • • 6 0 110.0 120.0 6' -0" •••••54.5" • 5._6" ••••00•• 130.0 140.0 •••• 44-3- 150.0 .4' -4" ••••4._0., 160.0 34-9 170.0 180.0 3' -10" • 30-6" •• •• 190.0 200.0 3._5.. ••••01A-1" 3' -3" • 3r " 210.0 220.0 3' -l" :' -10" 3. -0" • • 20'8" • 230.0 2. -1Q.. • • 7" PRODUCT REVISED os complying wiCt to Main Baidieg Cade Acceptenca lNe OT- o Tae •••• • • •••• V • ••• • • • •• • • •• • • • • • •• • •• • • • •••• • • '• Vj Ki118•e•l••i Na FL lkenm VIVO • • •••• • • • •• • • • ••• • • •• • L By Divisi0a stta AS NOTED; m^wMj ro 05 -353 sheet 6 of 6 j 06/29/2005 Miami Shores Village Building Department 10050.NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; k J O t— C101 DATE: deice) S 09 1, �C�/ c� �( I re, d ❑ Contractor o Owner ❑ Architect Pty` ed up .2 sets of plans and (ot Address: nc icoS+ From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: Q0f istoci PERMIT CLEARK INITIAL: Permit No: 09-q0 7 Job Name: , 2009 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit Job Name: 6.1 irit L� M imp' Building Building Critique Sheet Shores ViiiagE Departmen. 10050 N.E.2nd Avenue Miami Shores, Florida 3313 Tel: (305) 795.220 Fax: (305) 756.897 Page 1 of 1 0 .—°r" Ln•' 4ZORSN No: 09- X10 ? , 2009 ej Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replae with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204