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WS-11-1390Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169252 Permit Number: WS -8 -11 -1390 Scheduled Inspection Date: February 10, 2012 Inspector: Bruhn, Norman Owner: BARBARA BONDRA, RANDALL KING Job Address: 10634 NE 10 Place 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 1122320280850 Phone: (305)597 -7797 Building Department Comments INSTALL PANEL SHUTTERS ON 14 PANELS Passe 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- 169152. CREATED AS REINSPECTION FOR INSP- 169075. CREATED AS REINSPECTION FOR INSP- 166545. CREATED AS REINSPECTION FOR INSP- 162705. Sidewalk bolts must extend into structure not trim and anchor bolts must have sufficient edge distance. NB WINDWOS STILL NOT MEETING MINIMUM EDGE DISTANCE. JR All panels must be installed for inspection. NB February 09, 2012 For Inspections please call: (305)762 -4949 Page 8 of 14 6177'‘\itkA)1\ PH It -AA BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit T BUILDING RECEIVED AUG 0 2 2011 BY: Permit No W SI t S I, Master Permit No. OWNER: Name (Fee Simple Titleholder)) ?)Z4 // //t7� Phone #: -%/ )- , ° (P53 Address/C0 (7 V (0 . / City: J/77 --C, State: Zip: .55/51° Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /(�(�/'5 V NC It A City: Miami Shores County: Miami Dade Zip: 33) Folio/Parcel #: /J 2232 - Zij0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 4 4.1,6`;12/d � �' /41'e-,,k4,--4 Phone #: � G�'° -7)97 Address: 5a.5- ,�/,,,� vk-� yr �-� City: // ✓� State: Zip: ,33a Qualifier Name: � 7,"-"1/% / /9/q p Phone# 3 —i 7 q State Certification or Registration #: (..�(Y(_.. \5\ t 3'T.. Certificate of Competency #: Contact Phone# 571Q-2 77 Email Address: DESIGNER: Architect/Engineer: Phone #: d eP Value of Work for this Permit: $ �� Square/Linear Footage of Work: Type of Work: ZrAdditionn ❑Alteration //iv/7e ❑Repair/®Re/place ❑Demolition Description of Work: 19f' �/1- 1��� T /(v /7efea,r.e , M4' ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * *** * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ �/ a�J 07 7 J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ c 1 (00 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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. Signatur= Owner or Agent The foregoing instrument was acknowledged before me this day 20 \, by ' _Y')U 4re l who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 1 Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this l day of ,2o\t ,by(G -tM 0D10 -2, who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: NOTARY PUBLIC TATE OF FL No -,‘' "' ", Barba a Kay Benj a::in Commission #DD888586 Expires: MAY 11, 2013 NOTARY PUBLIC: Si` � 111.' �� ill. Printer • ,kit �QT' PUBLIC-5T , My Commission Exg�tes, Barb L OF `�`�i t r Commission ara ay Benjamin Ye �DV888586 Aires. BONDED MD ATLANTIC BONDING CU., LWC, BONDED THgp MAY 11, 2013 *k ** * ** * k4 :ikieieacae3c3:9e *3edc**k** ** **3e3eFe3:3ek4e9eoY *3:***Y3:*** ** * * ** Y ****9:*4r *******Y *Y *****=F'�Y �c* ***** APPROVED BY pip Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07XRevised 06/ 10/2009XRevised 3/15/09) KING, RANDALL 10634 NE 10TH PL MIAMI SHORES, FL 33138 14 11 10 I-- FD X —I8 —I 3I Miami Shores Village APPROVED BY DATE ZONING DEPT IIPMF_//= WITH ALL FEDERAL RULES AND REGULATIONS BLDG DEPT SURJFCT TO COMPLIANCE STATE AND COUNTY U PRODUCT # W H PANEL 1 75 52 PANEL 2 112 64 PANEL 3 54 52 PANEL 4 38 52 PANEL 5 20 40 PANEL 6 33 86 PANEL 7 54 40 PANEL 8 54 39 PANEL 9 222 84 PANEL 10 112 64 PANEL 11 38 52 PANEL 12 38 52 PANEL 13 20 40 PANEL 14 38 52 AUG 0 2 2011 g`f..__.u_. MCY ENGINEERING, INC. GLAZING CONSULTANTS 9110 SUNSET DRIVE. MIAMI, FL 33173 PH: 305 271 0117 FAX: 788.573.5083 2007 FLORIDA BUILDING CODE & ASCE 7 -00 DESIGN LOADS FOR COMPONENTS AND CLADDING I IHIND VELOCITY = 146MPH (EXPOSURE "C" ) MRH =0 -so' Kd = 0.85 INSTRUCT ONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE ° WORST CASE° PRESSURES. "WORST CASE" IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW 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 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE 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 PEAK ROOF HEIGHT. 8. 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 %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT 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 IS 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. a = 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT USE ZONE 5 IF ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENTED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENTED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A CATEGORY 1I ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I = 1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt = 1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +1 -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING () PARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND AeALMJJ IlI(1AW�QNLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDIN p g��� �' (��P r. ° °,y ,� 8. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF TF(6,`RI RUCt* . 5 e1 /17c.„ 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIOW CE �fF'J4Std& n o "' OR AFFIRMATIONS ARE INTENTED. �n ^ '1, FA.ORIDA REGISTRATION 1 WALL ZONE FIGURES $ Plldri W , P. PE #55983 ;, * C*.N. 28677 fr* E OF bit DESIGN PAS (PSF) - ZONE 4 Mean DESIGN PAS (PSF) - ZONE 5 Mean Roof Tributary Area (Sq Ft) Roof Tribut. ry Area (Sq Ft) Height 10 15 20 25 30 35 40 45 50 Height 10 15 20 25 30 35 40 45 50 0 - .,wit 50.4 +46.5 -49.2 +45.2 -48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 - 46.6 +42.7 - 46.2 +42.3 - 45.9 +41.9 -45,5 +41.6 0 -15 ft -62.2 +46.5 -59.8 +45.2 -58.0 +44.4 -54.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -55.2 +41.6 -51.1 - 49.8 -49.0 - 48.3 - 47.7 - 47.3 - 46.8 - 46.5 -46,2 -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 -52.4 -51.1 -50.2 - 49.5 - 48.9 - 48.4 - 48.0 - 47.7 -47.3 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 18 ft +48.3 +47.0 +46.1 +46.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +44.2' 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 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 149.4 +45.1 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -6'1.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft -69.8 +52.6 -67.1 +50.8 - 65.1 +49.8 -66.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -68.2 +51.6 -66.2 +50.6 -64.4 +49.8 -63.4 +49.2 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -72.0 -69.2 -67.1 -65.6 -64.3 -63.2 -62.3 -61.5 -60.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 -60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 -74.4 -71.4 -69.4 -67.7 -66.4 -65.3 -64.4 -63.5 -62.7 35 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 35 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 40 fl +57.1 +55.6 +54.5 +53.6 +53.0 +52.5 +52.0 +51.5 +51.1 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 45 fl -63.5 +58.6 -62.0 +57.0 -60.9 +55.9 -60.0 +55.1 -59.3 +54.4 -58.7 +53.8 -58.2 +53.3 -57.8 +52.8 -57.4 +52.4 45 ft -78.4 +58.6 -75.3 +57.0 -73.1 +55.9 -71.4 +55.1 -70.0 +54.4 -68.9 +53.8 -67.8 +53.3 -67.0 +52.8 -66.2 +52.4 50 ft -64.9 +59.9 -63.4 . +58.3 -62.2 +57.2 - 61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.4 +54.5 -58.5 +54.0 -58.7 +53.6 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +66.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 -66.3 -64.6 -63.5 -62.6 -61.9 -61.3 -60.8 -60.3 -59.9 -81.8 -78.6 -76.3 -74.5 -73.1 -71.8 -70.8 -69.8 -69.0 55 ft +61.1 +59.5 +58.3 +57.4 +56.7 +56.1 +55.6 +55.1 +54.7' 55 fl +61.1 +59.5 +58.3 +57.4 +56.7 +56.1 +55.6 +55.1 +54.7 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 60 fl +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 60 ft +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 INSTRUCT ONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE ° WORST CASE° PRESSURES. "WORST CASE" IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW 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 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE 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 PEAK ROOF HEIGHT. 8. 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 %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT 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 IS 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. a = 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT USE ZONE 5 IF ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENTED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENTED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A CATEGORY 1I ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I = 1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt = 1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +1 -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING () PARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND AeALMJJ IlI(1AW�QNLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDIN p g��� �' (��P r. ° °,y ,� 8. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF TF(6,`RI RUCt* . 5 e1 /17c.„ 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIOW CE �fF'J4Std& n o "' OR AFFIRMATIONS ARE INTENTED. �n ^ '1, FA.ORIDA REGISTRATION 1 WALL ZONE FIGURES $ Plldri W , P. PE #55983 ;, * C*.N. 28677 fr* E OF bit Town & Country Industries 400 West McNab Rd Ft. Lauderdale, FL 33309 Shutter Product Approval Authorization Form Date: July 23, 2011 Municipality: Miami Shores Building Official: Miami Shores Storm Wise Solutions is the. Dade County Notice of Aciceptance holder for the following Product Description: Product Approval No: 0.050 Aluminum Storm Panels 10- 0929.04 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: Randell King Address: 10634 NE 10th PL City, State, Zip: Miami Shores, FL 33138 Sinc r9ly, Storm Wise Production, INC Permitting Department INES GASCON 1. This form must accompany the application for the building permits 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 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) X75 -2901 FAX (305) 375 -2908 vrww.buildinacodeonline.com This NOA is being issued under the applicable rules acid 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 assiirahce 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 designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08 -351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2068, signed and sealed by V.J. Knezevich, P.E. on September 03, 2008 bearing the Miami -Dade County Product Control Renewal 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 Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Miami, FL or Tampa, FL 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 file and there has been no change in the applicable building code negatively affecting the performance of this pro uct. TERMINATION of this NOA will occur after the expiration date or if there has been S. 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 comply 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 Countj', 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 renews NOA # 09- 0114.05 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. II /o4 /ZoJo NOA No. 10- 0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 Page 1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS 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. JI Knezevich, P.E. B. TESTS: 1. Test report on Large Missile 'Impact Test, Cyclic Wind Pressvlcre 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. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E -1 m' A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10- 0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0713.03 A. DRAWINGS 1. 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. tnezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09- 0114.05 A. DRAWINGS 1. Drawing No. 08 -351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 I/ 1. my A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10- 0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 Town & Country Industries i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test on 0.050" Aluminum Storm Panels, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL 0353- 0804 -10, dated 09/07/2010, signed and sealed by VinujJ. Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 4 elmy A. Makar, P.E. M.S. Y > > Senior Product Control Examiner NOA No. 10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 - NOTICE OF COMMENCEMENT A RECORDED COPY MUST a POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO WS 1/ - 1 1 0 T A X FOUO NOT c 3 o10 OY6V STATE OF FLORIDA COUNTY OF MIAMI -DADE: 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. 1. and street/address: F .4 • 1111111 1E11 11111 11111 11111111111111111111111 CFN 2O1 1 RO O611 1 OR Bk 27820 F's 3187'; tips} RECORDED 08109/2011 15 :24 :08 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTY; FLORIDA LAST PAGE Space above reserved for use of recording office 2. Description of improvement �l14�rk Ll. eri DO ©F Is-6 Ca. fl . ?n.S\ L 3. Owner(s) name and �cjir D Interest in property: O Name and address of fee simple titleholder. 4. _ • ra is ame, add S :1 phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 1 7. Persons within the State of Florida designated by Owner upon whom no Ices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to elve a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement the expira(ion datdis 1 year from the date of recording unless a different date is specified) 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 I, 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 YOUR NOTICE OF COMMENCEMENT. Signature( Prepared By Print Name Title/Officel Officer/Director/Partner/Manager, f Prepared By �7 I V )<A4 10166 -, zf71.(r f • Print Name / O hS �de Title/Office t? pt_ %c f L 33 D STATE OF 1= C(SREDA COUNTY OF MIAMI -DADE The fo oing instru BY owled • ed before me this day otSeae % [ln ividually, or C] as �.J - J for . personally, known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatu Oyyner{s}or- Owner{ s}' s - Authorized- 6fftcer/DiB ranior/t'artn By tram -52 9 3/10 '•� , arbara Kay 'i lapin ®mwissiair #DD888586 •�` Expires: MAY 11, 2013 BONDED TH W ATLANTIC BUNDINCCa., INC. er/Nlanager who signed above: y ,:i. da1EC+FFL.ORIU.?,courrri'OFDADE I it:FE13', /F�''ih:; i7/1.; 7S a'' tate w • 't'.i7`i' 7e -1,',f ;'d _ i i ,ti'1'•I, GLEF:ii. ct Cia:- r.'i and Ccu>ty Court:: % 569 u.e. ACORD,„ CERTIFICATE OF LIABILITY INSURANCE OP ID 03 STORM -1 DATE(MM,DD,YYYY) 08/15/11 PRODUCER Emmanuel Insurance Agency Sarai Medina 2370 E 8 Ave Hialeah FL 33013 Phone:305- 693 -0003 Fax:305 -691 -4381 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Stormwise South Florida, InC. 13015 NW 45th Avenue, Opa- Locka, FL 33054 INSURER A: BRIDGEFIELD EMPLOYERS INS 10701 INSURER B: INSURER C: LIABILITY COMMERCIAL GENERAL LIABILITY --] INSURER D: INSURER E: COVERAGES THE ANY MAY POLICIES. INSR LTR POLICIES REQUIREMENT, PERTAIN, -ADD L INSRD OF INSURANCE LISTED BELOW FIAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE — - --- POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDIYY) POLICY EXPIRATION - DATE (MMIDD/YY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY --] EACH OCCURRENCE $ -- DAMAGE I0 HENTEU PREMISES (Ea occurence) $ CLAIMS MADE f I OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ POLICY PRO- JECT JECT AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA _� LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE I DEDUCTIBLE RETENTION $ AGGREGATE $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 12493 00 SE 08/19/11 08/19/12 WC STATU- OTH- X TORY LIMITS ER E.L. EACH ACCIDENT $ 1, 000, 000 E.L. DISEASE - EA EMPLOYEE $ 1, 0 0 0 , 0 0 0 E.L. DISEASE - POLICY LIMIT $ 1, 000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEI IICLES / EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Storm Shutter contractor CANCELLATION MIAMISH Miami Shores Village estepb @miamishoresvillage.com Fax: 305 - 756 -8972 10050 NE 2 Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Sarai Medina ACORD 25 (2001/08) ©ACORD CORPORATION 1988 V • CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: Ram /2t-1- PERMIT # W 3 f3 I D ADDRESS: ft 3V r:e. /0 £/?) �i n/ 51/b4(1,-;3- FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) 7)7 0 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): /3.7600 C e, v/z) .- 1)4143. OWNERS SIGNA (C/,' DATE: PLANREVIEWER: y� % /' PLAN REVIEWER SIGNATURE: ,/C5 / I -J 2 Created on June 2009 /f 1 CUMLATIVE RENOVATIONS Prior Renovation Costs $11,885 New Renovation Costs: Storm Shutters $3,950 Kitchen /bathroom $7,984 Floor tile $7,861 TOTAL RENOVATION: $31,680 Miami -Dade My Home My Home tniart idade.gov Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 2232 - 028 -0850 Property: 10634 NE 10 PL Mailing RANDALL KING Address: BARBARA BONDRA Living Units: 1350 E LISBURN RD Adj Sq Footage: MECHANICSBURG PA Lot Size: 17055- Propert y Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,966 Lot Size: 9,750 SQ FT Year Built: 1949 $0/$232,060 MIAMI SHORES City: ESTATES PB 47 -58 LOT Legal 14 BLK 5 LOT SIZE Description: 75.000 X 130 OR 20073- 2566 12 2001 1 COC 25705 -2446 08 2006 1 OR 27659 -2201 0311 12 Assessment Information: Year: 2011 2010 Land Value: $97,911 $58,443 Building Value: $134,149 $134,991 Market Value: $232,060 $193,434 Assessed Value: $232,060 $193,434 Taxable Value Information: Year: 2011 2010 $227,000 Applied Applied Taxing Authority: Exemption e / Exemption institutions Value: Value: Regional: $0/$232,060 $0/$193,434 County: $0/$232,060 $0/$193,434 City: $0/$232,060 $0/$193,434 School Board: $0/$232,060$0/$193,434 Sale Information: Sale Date: 3/2011 Sale Amount: $227,000 Sale O /R: 27659 -2201 Sales Deeds to or from financial Qualification Description: institutions View Additional Sales Additional Information: lick here to see more information for this I ropertv: nmmnnity flaveInnmanf f)ictri f Page 1 of 2 ACTIVE TOOL: SELECT Legend N Property Boundary Selected N Property ei Street o/ Highway Miami -Dade County Water Photography - 2009 0 113 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /MyHome /propmap.asp 8/30/2011 1.05" ABEL LOCATION 2f t 0.050" ALUMINUM STORM PANE 2.02" 2.250" .060 "3.00" MAX. 2.250" No. 10 j1.171 12.00" COVERAGE I SEE NOTE No. 10 6.000" COVERAGE 8.332" 14.375" @STORM PANEL SCALE : 3" = 1' -0" 1/4 -20 MACHINE SCREW (x112" O.C.(STUD DIRECTION MAY BE REVERSED)- o N r 125" TYP. .375" R 1 a HALF STORM PANEL SCALE : 3" = 1' -0" 3 w .094" T r .094'' rn .062 /4 -20 MACHINE SCREW (x112" O.C.(STUD IRECTION MAY BE REVERSED) .125" TYP. 1/4 -20 MACHINE CREW ®12" O.C.(STUD DIRECTION MAY BE REVERSED)Q 091" TYP. I" Oalr HEADER SCALE : 3" = 1, -0" 1.00" MIN. 5.00" MAX. OSTUD ANGLE O ANGLE SCALE : 3" = T -0" SCALE : 3" = 1' -0" C -TRACK (FINISH) SCALE : HALF SIZE C -TRACK SCALE : HALF SIZE GENERAL NOTES: pp 1 WITH TAPPROVAL RIIN SET FOR THE ISSUANCE OF A NOTICE OF SYSTEM TANCE NOEA) BY ZONE COUNTY PRODUCT FORIDA BUILDING DIVISION THE HIGH VELOCITY THE 2. PRINCREASE IND LOAD DURATIONS FACTOR HAS = 1.6 WAS USED FOR WOOD LAG OF DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WIND EDOCUMEYNTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 4.. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR dOES NOT DEVIATE FROM THE CONDITIONS DETAIL ID HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETyAILED HEREIN. J pp 7. ANY MODIFIC AT OIOCUIREADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID ® BUILDING OFFICIAL MAY ELECT ONE FROM OPTIONS OCUMENTS, THE AT SREALED BY A LICENSED SPECIFIC NEER OR REGISTE5RREED AR D -SILT. W DATED-AND- DETAIL PRODUCT (EHHNGINEER FpORTREVIEWI AS AC COND CONDITION TOLTHE SUBMITTED OFFICIAL B) REQUIRE THATHA ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION CC ZONE AREAS SITE CONDITION "B" DEVIATIONS BE ACCEPTED BYITHE BUILDING OFFICIAL 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: TOWN &COUMRYINDUSTRES. FT. LAUDERDALE, FL. MIAMI -DADE COUNTY PRODUCT APPROVED LL 10.FOLLOWING MINIMUM THICKNESS 3004-H34 OR PROPERTIES: NOMINAL 0 050 11. ALL EXTRUSIONS SHALL BE 6063- Tgg6EALUMINUM ALLOY, U.O.N 12.A MINIMUM TENSILEET-ASTRENGTH SHALL BE KSALVU.O.N. OR STAINLESS STEEL WITH 13.10P DIC hEPPANELSHMAY BEIN MOUNTED HORIZONTALLY uuAWHERE APPLICABLE CONDITIONS BUILD -OUT F -TRACK SCALE : HALF SIZE 12.000" 'It' HEADER SCALE : 3" = 1' -0" .376" .190' BUILD -OUT 'U' HEADER SCALE : 3" = 1' -0" .376" .190' 2.00" MIN. 5.00" MAX. .250" OSTUD ANGLE SCALE : 3" = 1' -0" 55" ;-- 5 "r- '0 O'P'TRACK SCALE : HALF SIZE Wail 465" . 0,090" (TYP.) 7 2.00" LOPTIONAL LEG DIRECTION 0 TANGLE - TRACK SCALE : HALF SIZE 655" .440" a' '0 0 (ZAMAC 3 ALLOY) WING NUT SCALE : HALF 2.00" STUD ANGLE SCALE : 3" = 1' -0" 875" pg .563 "0 (20 GA. GALV. STEEL GR 40 OR 0.050" 6063 -T6 ALUM) KEYHOLE (a WASHER SIZE SCALE : HALF SIZE PRODUCT REVISED as complying with the Florida Ridding Code A. Acceptance No 01- 01 .05 ESn• Tation Dale 0 FASTENER @I2° O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 1 0 P.S.F. & 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) " MAX s s Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYP CAL SECTIONS, TOP MOUNT J w Z a cc O I- U) w w U) x W E J W -J CO W -J 0 w v U) z a U) --- -- -T-��` .315 "0 N PLAN. VIEW �N V KEY HOLE \650"0 , .s,...„.. .. - 12 \._..-.--------- - ---ICEY )TOLE SLOT TYP. BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" 315 "0 1/4" MAX. ALUM. ANGLE CLOSURE PIECE 1° x 2' x 0.125" MIN. TO 2" x 5" x 0.125° MAX. TRAP MOUNT CLOSURE DETAIL TER OVERLAP SHALL BE A MINIMUM OF t5 TIMES THE SIDE CLEARANCE OR BUILD -OUT DISTANCE. BETWEEN THE SHUTTER AND WALL 1/4" MAX. ALUM. ANGLE 1)=-0. UT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2° x 5" x 0.125" MAX EXISTING CONCRETE, HOLLOW CONCRETE BLOC OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL 1/4" FMAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ASTENER @ 12" O.C. FOR Dt5)GR!"LOADS LESS THAN -OR- EQUAL TO 110 P.S.F. & [[1 B" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR w SCHEE).FOR ANY ACCEPTABLE ANCHCPRODUCT RENEWED as complying with the Florida Building Code Acceptance No o -' O ` if • oLP Expiration Date AIM" 015' r rtl T:,=4., u. HURRICANE PROTECTION a To v a '° 09/01/2008 Prelsat Ma. 08-351 PAGE 1 of 6 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMIN EXISTING GLAZIN CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZIN CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. C1 CONNECTIONTYPE SPACING REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM) 1/4" MAX. PAN SCHEDULE - TABLE 1) EXISTING GLAZIN 1/4" MAX. OWALL MOUNT SECTION SCALE: 3" = 1' - 0" Cl CONNECTION TYPE XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. SEE MIN. STORM PANEL SEPARATIO N FROM GLAS S TABLE 2 fI © Q lI l11�` • 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. �\ SPACING SPAN SCHEDULE O 0.050" ALUMINUM STORM PANE ° PTIONAL LEG DIRECTION CONNECTION TYPE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q. EQ. imp SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 © MAY BE 'EVERSE • �I J w Z 4 a X tx 0 I- tn w w to X m E J w -J 03 4 1- SPAN SCHE 1/4" MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK WOOD FRAMIN EXISTING GLAZIN 1/4" MAX. 4 OR C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" O.C. OPTIONAL (TYP. TOP & BOTTOM) LEG DIRECTION OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" SEE MIN. STORM-P- ANEL -- SEPARATION FROM GLASS TABLE 2 DETAILQE (PASS THRU• SEC.) ANCHOR SCHEDULE 1/4 -0 ITW 1 -3/4' MN. 1 -V4° MIN. EMBEDMENT CONC. (3.36 KM) TAPCON W/ (CONC.) OR (BLOCK) HOLLOW CMU BLOCK i1. "0 POWERS CALK -IN We 7/0" EMBEDMENT & 1/4- 201INIMUN STAINLESS STEEL MACHINE SCREW CONC. (3 169) 1/4'Wx MIN. 2 -lit LONG WOOD LAG SCREW W/ 1 -3/4" EMBEDMEN SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12" 4" 7° 12" OCEIUNG/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" J w z a 0 0 I— U) W W E J THREE 1/4"Ox MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 \ FASTENER © 6" O.C. OR © 12" O.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O°F° TRACK/DIRECT MOUNT SECTION C SCALE: 3" = 1' - 0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 2 "x5 "x1 /B" x- CON- T. -A1= UM.- - - - -- ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT Did® ®UL I REVISED as complying with the Florida Bolding Code Acceptance No0 4 — O D$- Expication Date i / o 1 I C O 1/4.0 THRU BOLTS W/ LOCK NUT @ 12" O.C. ASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO x 1 // s'• x s'• C1 CONNECTION TYPE ALUM, ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK 0 WOOD FRAMING. SEE DETAIL O°PASS THRU° SECTION E SCALE: 3" = 1' - 0" OCEIUNG MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" 05/15/2008 tales g. 08-351 PAGE 2 of 6 WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN z W A �- 1 "x4 "OR1 "x6" .062" CONT. ALUM. TUBE (6063 T6) GLASS OR DOOR SEE MIN. ST0RM- PANEL SEPARATION FROM GLASS TABLE 2 1- 1/2 "1 -1/2" SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 ONE 1/4" ox MIN. 5" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER TWO 1 /4 "ox MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER #14 x 3/4" TEK SCREW @ 12" O.C. BETWEEN TRUSSES 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING OBUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING J w Z ETAIL L E CC 0 I-- w w uU w x N E J w -J CO l•- i W -J 0 W u Z a N C CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. XISTING CONCRETE, SPACING HOLLOW CONCRETE BLOCK OR WOOD FRAMING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN ° h ° HEADER OR • U HEADER TOP MOUNT OC -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" —1/4" MAX .' LL Z ui 7D W 0 a 0 Exo CL 0 U) W W CO H W — J 0 U.S 0.050" ALUMINUM STORM PANE MBEDMENT CS CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x W00D FRAMING REQUIRED EXISTING GLAZIN • EMBEDMEN fO E TWO 1 /4 "Ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS Cal 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS 2" x 6" P.T. CONT. WOOD BLOCKIN W W ZJ am EMBEDMEN 0 W F-j 0 W W W En u N X Z EQ J W 1 / 4" MAX. ©� 1 / 4 "Ox MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1 "x4 "x1/8" x CONT. ALUM. TUBE 14 x 3/4" TEK SCREW @ 8" O.C. 1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OCEILING/BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" \ MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD /16" I.D. AND /� 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 1/16" NUT (GALVANIZED) MIN. OC -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE USEI°JOR@WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD 2, �► j+�� r' , h i C11ON TYPE REFERENCE ANCHOR SP F SCHACEDULE ING FOR MAX. ILI No XISTING CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING OBUILD - OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" 1/4" MAX. 0 z W z PRODUCT RENEWED as complying with the Florida Ettnldbm Code Acceptance `NolO -�O Z `.o 4••t :f, -err Date Aj ._ 1/2" O.D. x 1/4"1.0. 3/16" 111`'i' i • r , Contof NYLON BUSHING Dr a OR 1/4 -20 S.S. NUT INAL LOCATION OF STUD M C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. PRODUCT REVISED with as complying mply iag � „ Balding Code O S Acceptance No a - -- • Expiration Date /I'�s / BY / AL...+ ' Coattail BA, mi Da:,< .. ,.;, .. Division B V.J Knezevich FL Menu u N44 PE wen FLORA NOTED 05/15/2008 vrolect rm. 08-351 PAGE 3 0116 XISTING WOOD FRAMING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EXISTING GLAZING —• SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4" MAX. 1/4 -20 S.S. BOLT & NUT (a111 "O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING 0 WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0" XN$ ,G 1/4 -20 S.S. BOLT & BOLT & WINGNUT p 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2"x1/8" 3=:6- -ALUM: - ANGLE MAX. EXISTING BAY WINDOW b A 1 "x 2" 2"x 2" 2 "x 4" 2 "x 5" 0.050" ALUMINUM STORM PAN EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING EMB EXISTING GLAZIN III b A 1"x 2" 2 "x 2" x 0.055" 6063 -T6 2 "x 4" ALUM. TUBE 2"x 5" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING NON STRUCTURAL FINISH MATERIAL BRICK OR WOOD CONNECTION TYPE REFERENCE ANCHOR 2" SCHEDULE FOR MAX. PACIN /4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 u Z J Qm 0. a EXISTING re GLAZING- - O W EM x 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL Cl CONNECTION TYPE REFERENCE ANCHOR 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 1" OVERLAP FROM-TFIE1NSIDE- 1/4 -20 S.S. BOLT & BOLT & WINGNU (al 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALUM. BENT PLATE MAX. 1" OVERLAP O TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" OTYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (a1 12" O.C. (CONNECTS TO ADJACENT PANEL) WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 1/4" MAX. 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) 1/4 -20 STUDS @ 12" O.C. ONCRETE OWALL MOUNT / BUILD OUT SECTION SCALE: 3 "= 1'- 0" r -z" 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MEOW CONCRETE BLOCK pa PANEL (HEIGHT =7' - 4' & MAX DESIGN LOAD 72.00P.S NON- STRUCTURAL FINISH MATERIAL 3/8 "0 HOLE FOR FASTENING PANEL DUCT RENEWED „ „ying with the Florida Acccc�tce No 0— O Q v .04 ., on Date 5- O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" DETAILS®& Op10TE: 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. DY Miami Da Division PRODUCT REVISED as complying with the Florida Balding Code Acceptance No EEg' Date till a� z a li Tt I. RI ii a u. a I a Catt of V..f Knezevich Engineer t� NeNe- 0O1PE FLOFIOA a * PAGE 4 of 8 0.050" ALUMINUM STORM PANEL ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (WI P S F MAX. (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8. -8" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) MIN. 1° EDGE DISTANCE MIN. 21/2' EDGE DISTANCE CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 5 111/11A$1A1A1AU1A11111p11111> 43.0 50.0 72.0 1/4•0 RW TAPcoN WI 1 -3/4' HIM. 84.0 MOMENT 150.0 14 14 14 14 14 14 14 14 14 14 11 14 14 7 10 8 7 5 4 3 8 6 4 4 3 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) I (SEE NOTE 3) Cl C2 C3 C4 C51C1 C2 C3 C4 C5 14 14 14 14 14 14 14 6 14 14 5 8 12 3 7 10 3 7 10 3 5 4 3 3 3 14 11 14 8 14 7 14 7 14 7 14 14 10 10 10 4 3 3 3 3 4 3 3 3 3 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NO1E 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS 14 14 14 14 14 14 14 14 14 14 14 13 14 8 11 14 14 14 14 12 10 10 9 8 7 14 14 14 14 14 14 14 9 8 8 14 14 12 14 12 10 13 8 7 11 8 7 11 8 7 14 14 34 14 14 12 9 8 8 8 14 10 9 14 9 7 11 8 7 11 8 7 11 8 7 7.1.11U6V1111111R1Ai: A,Vr, ELCO ULTRACON WITH 1/418 WI 144' 1111413413071101T 43.0 50.0 72.0 84.0 150.0 14 14 14 14 14 14 14 14 14 14 10 14 14 12 8 7 12 10 7 6 14 14 14 14 14 14 9 8 14 14 8 7 7 11 5 5 6 9 5 4 14 10 14 14 7 13 14 6 9 14 6 9 7 6 6 5 5 4 5 4 14 14 14 14 14 14 14 14 14 14 11 14 14 14 14 14 12 10 10 9 14 14 14 14 14 14 7 6 14 14 12 14 14 12 10 14 11 8 7 14 9 8 6 14 10 8 6 6 14 10 8 13 9 7 9 8 6 9 8 6 14 6 9 5 4 14 6 9 5 4 14 6 9 5 4 14 6 9 8 6 14 6 9 8 6 14 6 9 8 6 MIN.1 1/4" EDGE DISTANCE MIN. 3' EDGE DISTANCE 43.0 50.0 14 14 14 11 9 114 14 14 7 6 114 7 14 5 4 14 14 14 9 8 14 10 14 6 5 13 5 9 4 4 14 14 14 14 14 114 14 14 14 14 14 12 14 12 10 14 14 14 14 14 14 14 14 14 12 14 9 14 11 9 V4'0 AU. POOHS SOLID -SET AN CHI R SOH 7/r D DEOME NT & 1/4-20 STARLESS STEEL NADINE Sant 72.0 84.0 14 10 14 6 14 7 14 5 5 4 12 11 5 7 4 4 6 4 3 3 11 4 11 4 6 6 4 3 4 3 14 14 14 14 12 14 12 14 13 10 14 8 14 7 13 10 8 14 10 10 8 14 7 10 10 8 7 10 10 8 150.0 11 4 6 4 3 11 4 6 4 3 11 4 6 4 3 14 7 10 10 8 14 7 10 10 8 14 7 ILO 10 8 * �t11t11�U1U11W1a * ) ox o M � erl v4'4ELC0 MAW FEMALE "PANEMATE- WI 1-1/0" MIN. EMBER & 1/ MAOWNE SCREW- 43.0 50.0 1/4 "e ELM O / 1.3/4' MN. EMBEDMENT 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 MIN. 2° EDGE DISTANCE 12 12 12 12 12 12 12 12 11 10 12 9 12 8 12 12 12 12 12 12 12 10 12 12 10 8 12 12 10 6 10 7 6 8 6 6 8 6 LI 12 6 8 MIN. 2 1/2° EDGE DISTANCE 7 7 6 12 6 5 12 6 5 12 6 5 .12 /- Apo Mr Apr AWAWAIII 12 12 12 12 12 12 12 12 10 12 12 12 10 12 8 12 8 7 12 12 10 9- .12 7 10 8 7 7 10 8 7 12 7 10 8 7 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 10 14 12 9 14 14 14 12 14 9 12 11 9 9 12 11 9 14 9 12 11 9 2 9 2 7 12 7 7 9 7 O 8 7 O 8 7 4 13 4 10 4 9 4 9 4 9 8 7 4 14 12 4 12 10 2 11 9 11 9 11 9 MW. 1' EDGE DISTANCE MIN. 2 1/2° EDGE DISTANCE HOLLOW CONCRETE BLOCK 111111E1U111A1A1ALV11111R11U1R 1/4.0 RW T 1-1/4' MIII MOMENT ∎\lllill \ \11L \lilll\1lli1L ELCO ULTRACON WITH V4'0 WI 1-1/4" MIL EHEIEOIENT 1/4'0 EC FLEX W/ 1-1/4 43.0 8 8 8 50.0 7 7 7 72.0 5 / 5 NVOWIAR���i,. 7 4 PP 3 /IMPP 14 14 12 12 4 8 3 7 4 3 7 4 3 4 3 3 3 3 150.0 3 43.0 14 14 14 50.0 14 14 14 72.0 9 5 9 84.0 8 4 8 _ - __ I8115 3 3 14 14 14 14 5 9 4 8 Li 5 AUUM WOMMM UMUU�/ IMU a 3 DY 3 4 3 0 1 14 BB 12 12 4 ® E�'i, 14 14 14 14 12 10 NE 14 8 7 ®M 10 6 10 3 8 5 4 G 9 14 7 14 4 5 8 7 7 6 5 4 4 5 5 Eii 5 4 3 4 3 4 3 4 14 7 8 6 5 5 5 5 5 5 3 3 3 3 5 5 4 4 4 MIN. 2° EDGE DISTANCE MIN. 3° EDGE DISTANCE V4'0 ALL POINTS SOLO -SET ANCHOR WITH 7/0' 01BEDMENT & 1/4-20 STAINLESS STEEL MAW* SCREW * aran " * 1/4'0 ELCO MALE/ FEMALE PANELMATE' WI 1-V4' NRL MED. 81/440 MACHINE SCREW WITH 43.0 50.0 72.0 84.0 150.0 43.0 14 14 14 13 11 14 14 14 11 9 14 14 14 9 8 14 11 14 8 6 14 7 14 6 5 14 6 10 5 4 14 14 14 14 14 14 14 14 14 14 12 14 14 12 14 12 10 14 10 8 14 14 8 6 14 9 7 11 7 6 14 14 13 12 11 14 8 14 5 7 12 12 8 6 5 10 6 13 5 13 4 13 8 12 5 8 5 5 7 5 5 7 5 12 12 7 4 13 5 4 13 5 4 13 5 6 12 5 7 7 7 12 5 4 14 12 14 10 8 5 4 14 9 14 9 7 5 4 14 5 7 7 5 5 4 1212 12-1.2- 9 14 6 9 7 14 5 7 7 14 5 7 7 321212 8 6 14 5 7 7 5 5 14 5 7 7 5 5 14 5 7 7 5 6 12 6-12 6 4 50.0 12 12 12 9 7 12 8 12 6 5 10 4 7 4 3 12 12 12 10 8 12 8 12 7 5 10 4 7 5 4 72.0 12 8 12 6 5 10 4 6 4 3 9 3 5 4 3 12 If 12 T 5 4 6 5 4 - 9 3 5 4 3 84.0 12 6 12 5 4 9 3 5 4 3 S 3 5 4 3 32 6 T£ 6 5 9 3 5 4 3 9 3 5 4 3 150.0 9 3 5 4 3 9 3 3 4 3 9 3 5 4 3 -9 3 5 4 3 9 3 5 4 3 9 3 5 4 3 ANCHOR SCHEDULE FASTENER MA IUM SPACING (INCHES) REQUIRE) FOR VARIOUS DESIGN LOADS AND SPANS EXIST. sTRuc. ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 6' -0" (SEE ROTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE 3) C2 C3 C4 CS O O 2" MIN. 43.0 50.0 72.0 14 t4 14 14 14 14 14 14 14 14 14 10 14 13 9 14 14 14 14 14 12 14 14 14 11 10 9 9 6 6 14 14 14 14 14 8 13 14 7 11 14 6 7 6 5 v4'e : MR 3•aIOONmG,LAG SCREW dal rea . TO MAIN 84.0 14 14 14 8 7 14 11 14 6 5 14 11 14 6 5 150.0 14 11 14 6 5 14 11 14 6 5 14 11 14 6 5 * � `,,,1,\ Illy M/ s51 FON E5s 5TE0. EN�m.3MACHI SCREW MACHINE SQNEW 43.0 50.0 14 14 14 14 14 14 %/ 13 9 11 6 13 11 4 3/ 3 V j / / 9 8 7 7 7 -4 9 3 5 j j3 / / 3/ / 3 72.0 84A 150.0 11 9 7 6 4 �� 11 9 3/ / 7 3 7 7/ *ommaxwans. *IIDeseccracata. v4•e ELCO MALE/ RANIELMA7�' W/ 1 -1/8' MIL EN18Ep. 8 1/6-20 SONEW WRH NUT 43.0 14 14 14 14 13 14 14 14 10 9 14 10 14 7 6 50.0 72.0 14 14 14 14 14 14 13 9 11 8 14 14 14 7 14 11 9 8 6 5 14 14 7 13 6 6 9 6 5 5 84.0 150.0 14 14 10 6 14 9 8 6 6 5 14 6 14 6 9 9 6 5 6 5 14 14 6 9 6 6 9 6 5 5 ANCHOR NOTES 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWAB TABS STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 2. ANCHOR TYPE AND EDGE SCHEDULE E. SELECT DESIGNGLOAD STRUCTURE R R THAN OE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR STRUCTURE. FOR PROPER ANCHOR TYPE BASED ON 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY, LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR WALK BOLT), M MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER 10. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 12. ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED IN CONCRETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE. 13. FOR &CO CRETEFLEX SS4, CONCRETE STRENGTH, Fc=3.5 KSI. FOR ITW TAPCON, CONCRETE STRENGTH, Fc=3.2 KSI. FOR ALL OTHERS CONCRETE STRENGTH, Fc<= 3 KSI. PRODUCT RENEWED complying with the Florida B� Code Acceptance ;o E:.' :nDate Ili! d15' MBintni Dad, #" . 1 ct Division . 0¢ Control PRODUCT REVISED as complying with the Fled& Bidding Code Acceptance NoO Exp' n lion Date 05- to 1 i drawn by I sods Nye AS NOTED date 05/15/2008 - no. 08 -.751 PAGE 5 of 6 T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR 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 55.0 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 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 0.050" ALUMINUM STORM PANE TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER SPAN 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 B L E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEGSPAN PRESSURE (FT - IN) FOR POS PRESSURE (FT - IN) - 4.0.0 12' -0" 10' -4" 45.0 11' -3" 10' -1" 50.0 10' -8" 9' -9" 55.0 10' -2" 9' -6" 60.0 9' -9" 9' -3" 62.0 9' -7" 9' -1" 65.0 9' -4" 8' -11" 70.0 9' -0" 8' -7" 72.0 8' -11" 8' -4" 75.0 8' -8" 8' -0" 80.0 8' -3" 7' -6" 90.0 7' -4" 6' -8" 100.0 6' -7" 6' -0" 110.0 6' -0" 5' -5" 120.0 5' -6" 5' -0" 130.0 5' -1" 4' -7" 140.0 4' -8" 4' -3" 150.0 4' -4" 4' -0" ra „1 Dad^ rArVg 41"'' U Ur3 N m F.4 �N 016 al i e 0 w PRODUCT RENEWED a �Pewith the Florida Acceptance No 0- 0 g 2 q. 0 4 Da o%S PRODUCT REVS as complying With th J Bidding Code Acceptance No O ' o Jl Espi n Date i Ii ' By Miami Da Division V.J Knezevich Prowl Engineer R laosem Nn: PE 0010983 R MA ,,.• 279811 05/15/2008 Pr*** no- 08451 PAGE 6 of 6