The URL can be used to link to this page

171 NE 100 St (6)Project: <NONE> ed Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: WHITLOCK, KATHRYN Job Address: 171 100 Street NE Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -8833 Parcel Number 1132060132060 Lot: Thursday, August 31, 2006 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Project: <NONE> ed Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: WHITLOCK, KATHRYN Job Address: 171 100 Street NE Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -8833 Parcel Number 1132060132060 Lot: Thursday, August 31, 2006 Page 1 of 2 Issue Date: 8/28/2006 Owner's Name: KATHRYN WHITLOCK Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 171 100 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: ACCORDION SHUTTERS Additional Information Miami Shores Village, FL 33138- Expires: 02/24/2007 Type of Work: SHUTTERS No of Openings: 9 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.80 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $190.00 Scanning Fee $9.00 Submittal Fee ($50.00) Technology Fee $4.75 Total: $161.15 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Permit Number: WS -8 -06 -2155 Phone: (305)758 - 8833 Parcel #: 1132060132060 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 2,500.00 Re • uired Ins • ections Shutter Attachment Shutter Final Invoice Number Amt Due WS - 8 - 06 - 25914 $161.15 Total: e \()(‘ 0631 PI Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING M MEWM1 PERMIT APPLICATIO AUG 1 5 2 06 L FBC 2004 BY: _ \0 & Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 4/ / /l/E City h al I., S lk,'ter State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name et.J CYZ-- Contractor's Address al Fee $ City Qualifier Name State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ — S'na . a — a Type of Work: tion ['Alteration Describe Work: IN STAG t 4ceztj ,A.' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical h/r'itit)Ai t:, tro FC . Zip 33 /.J$ Phone # County Miami -Dade State Zip Phone # ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees**********,*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r ho NO e g1zolcx) , 12:14- ma_ - 3 Permit No. .\/\ O v � Master Permit No. Phone# 30 S. -? 58 .8833 6�.v. /7l , ve - Laosr , Phone # Phone # Square / Linear Footage Of Work: v ❑ Repair/Replace 7T t;�C S T e t t S -.J G Permit Fee $ Notary $ ' Training/Education Fee $ 0 -60 Scanning $ '7 ' Radon $ DPBR Bodd $ Code Enforcement $ Double Fe Zip ❑ Demolition y1 , 44/ d t.►s CCF $ �O CO /CC Technology Fee $ 44 Zoning $ Structural Review. $ Total Fee Now Due $ /6(. 15 c See Reverse side —+ Roofing 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 Signature Akafek Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this S The foregoing instrument was acknowledged before me this day of 4 OJ� , 20X, by (( 7 k 4) 1(t bt , day of , 20 , by � nn y who is personally known to me or who has produced P DitVeSiff. who is personally known to me or who has produced AJ325 - S&S 4 Z 0 As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: :N6 � 0, �e` Sign: Print: �wr^ / M�O��P�C9NQ Print: My Commission Expires: My Commission Expires: •a, * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** as identification and who did take an oath. APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: / 47-#4 4 _ wFF�: 44ce ADDRESS: / / NF o - (9h • S . /1 S Fe, 331 SEA Do hereby petition the Village of Miami. Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 4$9.1.03(7). And I•have read and understood the following disclosure statement, which entitles' nie to work as my own contractor; I further understand that I as the owner must appear in person to complete. all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to'act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of.$25,000.06 or less. The building must be for.yotir own use and.occupancy: It may not be built for sale or lease:. if you sell dr lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility -to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any .person working on your building who is not licensed must work under:your supervision and must be employed by you, Which means.that.you must deduct F.I.C.A and with - holdings tax and • provide workers' compensation for that employee, all, as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction DATE: Initial Initial /5i.+ r 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial AlL' 3. .I have an understanding of the 2004 FBC & FRC ~and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 4.. 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial 6 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person.. f understand that if any person gets injured entitled to workmen's compensation. And policy I could be held liable for all doctor loss of wages during recovery from injury. By 04 Aidte 14,Tk k' &,,i/C7( OWNER Initial on my construction project —they are if they do not posses a workmen's and related cost which could include Initial 64,, I. understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial . 6_60- , Was acknowledged before me this 15 day of ,jtlAU3T , 20 66' who was personally known to me or who has Produced there License or ,tv/52 Wy�QI5250 as identification. MONICA DIAZ MY CAM MISSION obst �d 009 • EXPIRES POW •. • •• • • • • • • • • • • •• • •• • • • • •• • • • • • w •. • • IJ • • •• • • • • • •••• • • • ••• ••• • • • B4:".- 6d 1 1"1 • •••• • • •. • • 7� • • •• •• •• • • • • • • ••• • • • G� 4 a 01 NC 160 Si JI-r i Ax, S /4'1ES P=L. 33.38 , Li V r?+1v lf co Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Ill 1. • 1005-1 Permit No.06 -2 1.5:_c" i•,. • ct Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Ye o ( +) PSF ( -) PSF ( +) PSF ( -) PSF / /06/Aoo/ L3W Xei Y .1.. i iS/ n, X F .3.) T/. «3 X 3 1• X f4 ?/a -id v2 )c .YD ab vi IC. 1 T 3i x s s. /9 x - SF o .4 a S I4 34 rip d y 3/�( •1-- y /'� r lif* t NM- M NW. • 2 1 S..' /. •o. 1.$1..$043<4) _ \. 3 _ ,: `r W if, Odw S I b Rt. A crag _ 4 f,u w +, a t/.+ • • • . w . �+ w W _ - g• 1• W, N{in ... • . . _ • • • • f • • • • • /• ••• .. • • ••• • • • • • • •••• • • •••• • • • • • • • 1• • . 1. • •• • • • • .. /. • • •• ••. • • • •••• •• • BUILDING CODE COMPLIANCE.OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) •• Rollingshield, Inc. '. 2500 N.W. 74 Avenue Miami, Florida 33122 • .•• • • • ••• • • • •• • • • • • • • • • • • • • • ... • • • •.. • • • • • • • • • •. • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • -. • • • • •• • • • • • ••• •• • •• •• • • • 1%0 3VCS'C Fl,AGLER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130 -1563 • • • • (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com •• •• • • 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 designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: HPMA / " Performance system 1 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -120, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated June 01, 2005, last revision #1 dated June 01, 2005, signed and sealed by Walter A. Tillit Jr., 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted h- ¢' �� RENEWAL of this NOA shall be considered after a renewal application . has been filed and there been no change in the applicable building code negatively affecting the performance of this product. 11 NB 21 2006 _ � 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 endorsemen 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 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 renews NOA # 05- 0929.01 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 Helmy A. Mahar, P.E. NOA No 06- 0306.06 Expiration Date: 06/25/2011 Approval Date: 04/27/2006 Page 1 ' Rollingshield, Inc. • • ..• • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •.. • •. . • • . • • .. . . . NOTICE OF ACCEPTAN4 Ej ; . •EVIDLNC'E 5113 TTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0502.10 A. DRAWINGS ••• • • • • ••• •••• •• • 1. Drawing No. 01 -115, titled " HP.M,I./:PdybriloWe Systerh Accordion Shutter ", sheets 1 through 6 of 6, prepared b7.'1'iekteeo,inc.; as Apr7l 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval number 01 -0026. C. CALCULATIONS 1. See Association 's generic approval number 01 -0026. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval number 01 -0026. E. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated April 24, 2001, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami -Dade County Approval No. 01 -0026, signed by Mr. Jeffry T. Robinson. 2. Acknowledgment letter by Rollingshield, Inc. dated April 25, 2001, signed by Mr. Jose Antonio Delgado. 3. Letter by Tilteco, Inc., dated April 26, 2001, certifying that the drawing (No. 01 -115) prepared for Rollingshield, Inc., signed and sealed by Walter A. Tillit Jr., P.E., is engineering wise identical to Hurricane Protection Manufacturers Association, Inc. generic drawing (No. 00 -120). 4. Acceptance Letter issued to Mr. Jose Antonio Delgado on June 11, 2001, and returned signed by Mr. Jose Antonio Delgado on June 20, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0602.04 A. DRAWINGS: 1. Drawing No. 03 -115, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated May 22, 2003, last revision #1 dated May 22, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS: 1. See Association's generic approval number 02 -0817. C. CALCULATIONS: 1. See Association's generic approval number 02 -0817. E -1 CZ 1 Helmy A. Makar, P. E. Product Control Examiner NOA No 06- 0306.06 Expiration Date: 06/25/2011 Approval Date: 04/27/2006 Rollingshield, Inc. • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • •• • • • • • • •• • • • NOTICE OF ACCEPTANC'Ei • • •EVIPtNtE NCICiVWITED . • D. QUALITY CONTROL 1. By Miami -Dade County Building3o4e Cgmplp;ce Offif e, • ••• • • • • • • • • • • • E. MATERIAL CERTIFICATION: • • • • • • • •• • • • • 1. See Association's generic approval number 02 -0817. F. OTHERS 1. Letter by Tilteco, Inc., dated May 22, 2003, certifying that the only changes added to drawing (No. 03 -115) prepared for Rollingshield, Inc., signed and sealed by Walter A. Tillit Jr., P.E., as opposed to drawing #01 -115 are on General Note #1, to reference to the Florida Building Code, and to General Note #11, to reference the Florida Board of Engineers Notes. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0929.01 A. DRAWINGS 1. Drawing No. 05 -120, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated June 01, 2005, last revision #1 dated June 01, 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 05 -0323. C. CALCULATIONS 1. See Association's generic approval under 05 -0323. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0323. F. STATEMENTS 1. Letter by Tilteco Inc., dated June 09, 2005, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 05 -120) prepared for Rollingshield, Inc., is engineering wise identical to HPMA's generic drawing (No. 05 -118). E -2 Act,„ il elmy A. Makar, P. E. Product Control Examiner NOA No 06- 0306.06 Expiration Date: 06/25/2011 Approval Date: 04/27/2006 Rollingshield, Inc. • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • • w • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • •••• • • • NOTICE OF ACCEPTAM! �E�I N E �I B�VI 'I�TED • • ••• ••• • • 4. NEW EVIDENCE SUBMITTED . • • • • • • • ••• • • A. DRAWINGS • • • • 1. None. • • • • • • • • • • • • • B. TESTS 1. See Association's generic approval under 05 -0323. C. CALCULATIONS 1. See Association's generic approval under 05 -0323. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0323. F. STATEMENTS 1. Letter by Tilteco Inc., dated February 27, 2006, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that Tilteco Inc. is still the engineer of record for Rollingshield, Inc. and continues to be in the engineering business. E -3 Helmy A. Makar, P. E. Product Control Examiner NOA No 06- 0306.06 Expiration Date: 06/25/2011 Approval Date: 04/27/2006 091 1• .72r .068" 2.474 ® WALL HEADER (# INVERTED) SORE: yr- 1• 0 FLOOR SILL SORE :..•- r 5.074' Q MALE/FEMALE BLADE }R .lra• 8. L I 1--5' AImO AS MpR:IBLE- IDALUARNUM ANGLE 7.000' 4n. AS OVUM! ALUMINUM ANGLE SOUS: yr. I• .057 THRESHOLD (RACK O ADJUSTABLE SILL ADAPTOR ® .I.LE MALE BLADE © BRASS NICKEL PLATED PUSH BUTTON LOCK T 1.---2.o4.1 • Lirs•- 3870 SCALE : iro•- I• .080' I �E9CJ�� J�j 5 /1 8'/x1' S.SW.S. WW/PLASIAC KNOB LOCK 1E -15 3.5.95. Q 90' STARTER SYNE) iro • 1' 080 sll 1106 3431 050 3318' © FEDLLE CENTERMATE BLADE 2019 5/1 . _,. Q LACKING PIN (OPTIONAL) 2.351 .4 .472 COMPONENTS FLOOR S1LL Sg71: y1•- 1• 1+" 180' MALE STARTER MALE CENTER ATE BLADE .710• © INTERIOR HANDLE (OPTIONAL) MVO Oro•- 1• I. ACCORDION SWIM SHORN M 7706 PR5OMT AgNOYAL 007111507 1145 50014 4£R4E0 101 COOS 001119I4NCE ACCORDANCE WWM OE 2004 EDITION OF ME FLORIDA 50204. C1LOE. DEVON WAD LOADS SAID BE OETERMNFO AS PER SECTION 1820 OF THE ABOVE LENROIO CODE N ORDER T0 4EERY ROT N40505 07 7145 PAD.. AS 753RD, WERE NOT DYER ST EYSFq A W INCREASE N ALLOWABLE LOWS RFUI1q Mom LOADS 195 WC USED N THEIR ANALYSIS NO4E44R. FOR NAB saran 9470 N17LC A 7.80 END 2540 DURUM FACTOR 444S USED 70 CALCULATE SCREWS SWINGS ACCORDION SAME= ADEQUACY FOR SPACE NW FATIGUE RESISTANCE RRAS BEEN 450120 N ACCORDANCE M TH 0487704. 18=1.4 Of THE M5 0.E 401477ONED CCOE PER ms-207. 725 -202 AM TAS -201 .45 PER C7L REAMS MOO-084 2. STARLESS STEEL BEET METAL SCR155 USED AT 10158 R PIN SHALL BE / 11 1 3 410-4 MINIMUM SERIES W/ 1010 M TEED 57REAL771 • 180 La" TENSILE 57RE1GT74, SPEWS SHALL eE COOED 7474 GRAN 5000 SERIES FUAORO OU.7IER COORS AS ARAM 45711 D Br 4/477747/ Ca BOX 507. 116E CHESTER PA 18101. 3 ALL AL7ILNUP LY7NSOO SHALL BE 6067 -16. 8705 -75 M 8r1 AL501 54171 IMAM 1700 57RE7471 Of 5-310 tat R ALL SCREWS TO BE STARLESS STEEL 304 OR 316 SERIFS W/ 60 TM VELD STRENGTH AND MO bl Ip7$£ 57RENC7N M CORROSION RESISTANT 0DA710 CARBON 5TM AS PER 012 50018. a ALL ALUMNI! POP R2E75 TO 1E 5052 AUN9NW ALLOY 47711 44.11421012 4MOREL 4 BOLTS TO BE 2024 -11 ALLSON M ALLOY CALM/1® 07 S7AMLES5 57E2/ NTH 35 40 MINIM WAD= WELD STREWTH. 7. ANCHORS TO WALL SNAIL E AS FOLLOWS OARLESS 0778245E NOTED) (4 70 1057041 POURED 20ACRE78 - 7 /5' 4 WOW MO 7/41: 44N-SE( 7APC0'4 As warm-nom BY L7.r. BUDDER'. - 7 /1' 0 CRETE RE( 504 MOTORS, AS MANUFACTURED BY ELCO 77971701t - 1 /4' • 7 7/8' 04181 -54 ANCHORS AS 444MIFACR.AEO RY POWERS FASTENETS NC NOTES A/) 1.4444 5072000/7 OF LIfCON AM7AM5 MM 0751E TER 544 moan 9470 Cg4CHE71 23 1 J/4: 142) 7/8 CRX-N 411050 SHALL BE 0717NELr EIEEDOED MID 11E POURED CMCRETE NO ORTELMENT NM STUCCO SHALL 9E PEWIO7IEU 1/4' 0.20 SCREW WED 949113E 11/2' LOW MIAMI SHOULD 3110CU 504.. 4.3) N CASE 7140 PRECAST 57741E PNE2457 012401ETE PNELC OR 94EE15 LE MAC M 77E MSTNB 081E FLOOR. ANCHORS SHALL BE LONG ENOUGH 10 R7A04 DE 441 STRUCTURE E18O SJM PANELS ANCHORAGE SAL E AS 1A0YA710 ON NOTES Al 141 Al ABOVE 03) 10 507NO CONCRETE BLOM NMI: - 7,4 • EAM N Alm 7 /410 AMO -SET 7MCO'4 AS ANMA'M1NED BY L7.W. MA0Q: - 1/4' 4 CRETE FLEX 551 ANCHORS AS LWM.FAC77SE0 Lm 4120 70072041 - I /4 • 0 7/4' 0420 -N ANOCR3 AS 44MFAC7IRED BY POWRS FASTE = MC TOMS &7) 421RCNN DEMENT 8.r 7147:01 44814005..041 CRETE FLEX SS4 AMNC16 NW RTE CO4L7E7E BLOCK UNIT 94411 of , I /4: 01) 7/8 ST LO s NC ENR7ELY Ei1BELOW 900 THE CONCRETE SLAM LNt. NO EMBEDMENT HALL Br PERMITTED i /' 0-20 SCAMS USED SHILL BE 7 7/2' 1080 WNW MOULD STLCCO MST AND I • AORNL12 FOR WIDE NO STUCCO. 037 N EASE 71447 PRECAS7 STONE OR RECAST CONCRETE PANELS POUNDe D 114414 ANCHORS SHALL BE LINO ENOUGH TO REAM THE ALAN STRUCTURE BEHIND SUCH PA1E15 O2ACE 52411. 5C 7 1/4 548451 FDR ANCHORS 4ENTMM9 N 7I.) • 7/8 FOR Il11ED N 52,). • • • • a (C) iVdCHORS ANCHORS' W 1 mamma ALL L1t77 OMOS MD visa OF TiE • 4 8. SHUTTERS CO POE1415 ARE PATENT MONO • - • • • 0. 1r SOUL BE 111E RESPMSBlITr Y 11E CONTRACTOR 1 �J}i EIRE lo1NmSY or 7 RmuftoE MERE SF1S7R7• • • 41 70 BE ARA INSURE PROPER A 0454445E MIS SHUTTER WALL ONLY 5E ATTAC ON ED 70 CONCRETE BCOA7 M IA A PE MATE BMW= RMANENT DAR 1444NM(A LABEL STALL BE PLACED � ON DE EXPOSED 5NFACE Cr 77E 77474E • QM CE1095147E BLADE ID LABEL BE PUC2D 104134(87 wawa L.45E1 5*42L • R2T0•5_ • • • 'PEI'OIMACC 5757711 1 ACCORDION myna?* • • • ROL/KS1254 NC • • • • • • • MW MDE COUNTY 414 527 CONTROL APPROVED. _ • • 1 tEWE. RIC 1 r COm071OS DEMME FROM 7181 P Cr =r are are ID E RESPGVSECE FOR 77E SELECTION6 ApAY•LS 4144 HON NCLUONC LIFE SAFETY OF MIS PRD00C7 BAS ED ON MS IACTIAPPAS4L PROM= • IC/VIE ODES NOT MACE FROM M OO47 57 DEWED, M INS Dammam covsmoC7AW SAFETY AT SITE S 714E OSAMICTORY RESPr6NERY. • (0) HMS PRODUCT mecum 0004EN7 MIL L BE DONSIDERt0 N14L1 E 11o0EE0 •• • (4 97r SEOAC PROEM SALE LE PREPARED BY A FLORIN REGISTERED ENGINE ER M AAG94ECT 4404 WEL BECOME 771E E14NEER Of" RECORD (EORJ FOR RE PROJECT AND WHO WU LE RTESPM5BE FOR OE PROPER USE OF 717 PAIL 1504m 441 71X140 427N". AS OEILSI7ED OXNREER 7D 77E PAD. MERCER SIMLL SUBMIT 70 THIS LAVER ME 577E SPECIFIC OANTAS FOR Et¢18 (1) THIS PAIL S4411 BON 771E DATE AND COMM. M. 5EAL NO 57C7447LNE OF THE PR PESSIO4442 ENI007 71447 AEIMRED LT. IL ECO INC. \ OILE 1EY7310 t ENO/NEENNO COMPANY SC6 xx AIM A. SM 205 MOW gROry 9 Ora Pdwr : 1 - E5A . k : (305)671 -1111 EB- 01087/0 WALTER A TRUE 1•. P. E. 17.0RMA Lt. 1 44707 • PRODUCT REVISED as carnal) hag Nish the Florida A•6e01a55e N • 7 - Esc ip �a By ..A ✓. ��. 344Y4 i 7 27 do[i C0a00I RI �EBCT RENEWED as Oro Boog Cr. 74744 toe F2c1 7,Us Ctrs ACCL.Y0577 0 6 _ 030 EO71i701iuo 1) :5 214 • .. d 7 By A:ami Dr :d, ....h CC F.B.C. (High Velo•Dldurrlcone HP MA / PERFORMANCE SYSTEM 7 • ACCORDION SHUTTER ROL LINCSHI£LD, INC. 2500 N.W. 74th 44EM.E 44410 FL 33122 mrs m u-14 VI LC Ma 1 °� • • .06 11 57EE7 1 OF 5 • • DREW ER 42.2. 4 n/ 05 DATE 05 -120 ORAIWrm AN • • • • • ( SCHEDULE) SEE SCNEUE r—FOR Mat sowAnoN T1 GLASS POURED CCWCRE7E OR CONCRETE ewor WAIL REQUIRED (SEE SCIIEDULE) WALL MOUNTING INSTALLATION SECTION A POURED CONCRETE OR CONCRETE mock IOU REOURZED /IIr J'S S S M£ W/ 7 /1B" • r 7/6" LIMO NKOV BUSHING (I)p. 70P & BOTTOM) / 71 r 2 S S S M. S(TWA TOP & BOTTOM) O OPTIONAL LASHING TS'/BOTT II) CONCRETE ANC:TARS POURED CONCRETE (SEE SCHEDULE) RE0IRRE POURED CONCRETE SEE SCHEDULE FOR Min. 5EPARA7RRH 70 GLASS CQVCRL7E E) SCALE : J/6' _ 7' CEILING & FLOOR MOUNTING INSTALLATION SECTION B EDGE OF SLAB O" APPLICABLE or EDGE OF SLAB !F APPUC./BIE CONCRE75 ANCHORS POTATO SCHEDULE) REWIRE EiE A TV 710 /11 J'£SSM£ W/ 7/16' • I r 7/B' LWIO NYLON 6USNNC (7»P. TOP OPTIONAL 57-'4 ¢ a BOr70M) 6USMAG uw�iai 5EE SCHEDULE FOR M87 5EFARA7MN 70 GLASS POURED CONCRETE REOURED / CONCRETE moots TEE SC SLUE : 3/0' _ ti CE /LING & FLOOR MOUNTING INSTALLATION SECTION B1 EDGE OF SLAB F APRCIBLE /74rY5 S S 14. (1)p. 70P & BOTTOM) or EDGE OF SLAB IF APPLICABLE IL ECOINC.\ TILUT TESTING t ENGINEERING COMPANY .w. MAL 4 }II 75=54 6.606 A .AILS IOU. •330 . Fm : 0.00:74-7117 ED-0006719 WALTER R�a NIe E 7 �r CONO7E75 ANCHORS POURED CONCRETE (SEE 5C0FDUE) REOW5ED ANCHORS COACRETE (SEE SCHEDULE) _1 5E5 SCIEQR5 FOR Mat 50606.475= 70 CLASS • CEILING & • FLOOR MOUNTING INSTALLATION SECTION 82 SCALE: Y6 ,• F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ROLL/NGSH/ELD, INC. 2500 N.W. 715 AVENUE OLD 03.113 MLWL FL 33722 MIT LS Ow V • • OF SLAB 6 APPLICABLE • POURED CONCRETE • REQUIRED • • so • • • • • • • •••• W aG T43077DM) • • • •• Or SLAB ••• • r APPLICABLE • • •••• •••• • PRODUCit%EVISED RrctIMIn With the WHO Dn iaiez code •••• At�lylie.e 0oS -o •01 • EjPT�6oe Z By MIS IDadEfYtoA• Control Division / 14r 2' S SS M. S. (7» 709 & BOT70M) or PRODUCT RENEWED 51 1071770 .7i7( 75: P101116 13W:ing C'1. 5100$5537 5.06 -03 iF6?i =L D5NO BY • 1LEA179AxLdeg6dfa conrrol Dlrtrleo• ••• •••• MIT • •••• • •••• • •••• DRAWN en MCY. DATE 05 -120 ORAM7N0 Ile SHEET 2 OF • • • • • • • 6 1/ •• • • •• • •• • • • • • • • POURED CONCRETE OR COACarir BLOCK WALL REQUIEM CONCRETE ANCHORS (SEE SCNEO(MO SEE SCHEDULE FOR Ntin. 5EAVA ID CLASS POURED CONCRETE 017 COICRE7E BLOCK WALL REOURED CONCRETE ANCHORS (SEE SCHEDULE.) I /I' I -20 S S BOLTS W/ 7AIT t *MICR 0 9' a C. OR /14 r 2/1' 1 IA S. o o' a C. BUILD -OUT INSTALLATION - SECTION Q SatE : J/6' . I' 11r J'S SS Y. S W/ 7/16' • 7/B' LONG !MAN F� SHAG app. TOP I 1807704 7/4" 4-20 5. S BOLTS W/ MIT & WASHER 0 9 a a /14 • J /1" S M. S 09 "D C. / 74 2' S. S S M. S (Tjy. RIP • BOTTOM) or OPTIONAL BUSHING MP/BOTTOM) POURED CONCRETE OR CONOZETE BLOCK WALL REOURED CONCRETE ANCHORS (SEE SCHEDULE? POURED CONCRETE OR CONCRETE BLOCK MWG REOUIREO CONCRETE ANCHORS SCNEDUE) SEE SCHEDULE —4017 M SEPARA TO CLASS 7 /I" 0 -20 S 5. BOLTS W/ NUT r WISHER 0 5 0 /14 J'SSSa a S W/ 7/16' • r I ° 1 7 /6 BUSIENG (To. Ia NYLON TOP & 1 1 BOTTOM) BUILD -OUT INSTALLATION - SECTION CI / 14 r r S S S M S (750 TOP • BOTTOM) or 1 OPTVIAL swam kd 799 ) / r .7 /4.S M. S 0 I /r' 0 -20 S S BOLOS W/ MIS 1 9/5107 0 9•9 C. as /74 , 3/4• S AL S o 9' a a 0 !'" O ®O ® or IL ECOINC. TILLIT TESTING R ENGINEERING COMPANY 619 IMAM. A. Ma 29 MOM avc00. 4 33164 nl..: PAM, . h : 09471 -1317 CB- 0706719 WALTER A 741? Jr. P. E fLORDI1 LI . / 44167 ► •••- • 70P / 607i•01(10•001.) TYPICAL ELE WATI0N N. T. 5 PRODUCT RENEWED • • • • as comGhvg 'aft the • • BnidIng Cod: Acccrt*OCe No . - . 3 6 .. 6 Eopra ooDaa. Si o1I BY i Miff Miami Dad N " •- et Codas' Division • • • • • • • • F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 741* AVENUE 1914 n 33722 CIO aF113 DM Mt 1 WO • • •• • • • • • • • • • ec Lk, r Miami q •••• DRAWN BI M.C.V. 6 /7/05 (ATE 05 -120 DRAWING No SHEET J or 6 • •••- •••- • •••• • • • • • •••• • •••• •••• DC PROD♦)E • ac matplyiag •1th the Florida • • • • BaidiagCdnp • • AcLepl9 roe OS 0 2 .0 EtPGatlRdUa D Division Control •- • • •• • •• • • •• •- • • • • • CONCRETE ANCHORS O 7B• a 0. POURED CONCRETE REWIRED NOTE: 50CTXA5 514000 CAN 85 COMBINED M SUIT ANY INSTALLATION Wr SECTION 4 - SCALE : 3/I' - 1" Or (SEE NOTES) (0°7'200) J/I•• tea rtW LPCTAC PM AT — SMDf•.0 /079170M (10dOTIN 70106) SECTION D AIL viral SCALE : 4/8" r ,• 0 © 0 /74 • 3/4' S S S 0. S OR A/75' • Mon. POP R5£7S 0 9 a 0. (TyoJ 2'• 2'•.125' ALUMINUM TL®E or(J (SEE NOTES) SECTION DI (& MULTIPLE SHUTTERS) SCALE : .7/6' _ 7' O 2" • 2' • .,25' ALUMINUM war Or (SEE NOTES) /10 • 3/4" S S SWIG? 3/le'• Akan. POP PMTS 0 9' a 0. (op.) • • 7 • .062' Cont. Mon. ANGLE (OPTIONAL) SECTION E1 I"• 1 Cont. Mon MOLE (09770900) or() (SEE NOTES) Y• 2• • .125' • (OPTgNN) or (5££ NOTES) ONE SIDED SECTION : END CONNECTION DETAIL ALOION 0 TUBE SECTION E2 SCALE : A7e' I' 0 1 - -� 1• • / Cont. Ahura. ANGLE — 411 S M S OR 3/75 • Nun, POP RIVETS 0 0c (ry n ) �'• ?. /" r r • Lodz' Cant A m. ANGLE (OPTIONAL) ) or©J (SEE NOTES) LYMCRE7E AN61ORS EA MOLE 41E0 NOTE MR IGCAAG PM AT 5TADVA7 P091W1 MOUTON 17477s) CONCRETE ANCHORS 0 re' 0. 0. POURED CONCRETE RETNRRED 2'•2"• .125• OR .r , Y • .090' Man MBE POST (4) J /i6' • Alum. MW (5553-78 ALLOT' RM73 OR / 14 • J/•7 ` � I' • I' r .125' S M. S OW Y TUBES" SIZE Mum. RET1UdP[DI 44® ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) POURED CONCRETE RECLORM CONCRETE ANCNORS 0 19" O G /74 • J/•• 5. M. S OR J /16 • ALUM POP RIVET 0 9" a 0. 1+1" OR 7".r OR 1 1/2 "• I 1/2' OR 1 ,/2" • 2 OR 2' x 2' OR 2 . • J" OR 2" • •" OR 2' r 5' • .055" MN. 77600 AMT. ANGLE EDGE Cr 5TAB © - ©a Q. EOa ®•t IL ECO TILUT TESTING & ENGINEERING COMPANY LnT NR Allik A 7al 7•v GmCR, N MIN ES- 0006719 WALTER A. GLUT Jr. P. E FLORIDA Lk. / 44167 NOTES FOR LOCKING OF(Thk l� I -PUSH BOTTOM LOCK9MAY BE USED FOR INSTALLATIONS SECURED FROM THOUT5105 OR INSIDE OF SHUTTER. WHEN WSTALUNGn M TH OU1S10E A 7/8"• HOLE SHALL BE ORILLEI�j AND 3 MUST 8E RAVED FROM THE BACK OFQH TO FRONT W/ (2)3/76 - I ALUM. POP RIVETS. A J • HOLE MUST THEN BE DRILLED AT © TO ALLOW J Pl TD PASS THRU WHEN 1NST INC JLFROM THE INSIDE, J MUST BE RIVETED TO W/(2)3/16 • ALUM. POR. RI A Jiro HOLE (DS PIN THEN BE DRILLED THRU H ANO TO ALLOW FOR PIN 70 PASS THRU. 2 -5/16 xl' LOCK (JTI MAY BE USED ALTERNATIELLY TO(J�LOCK FOR INSTALLA SECURED FROM THE OUTSIDE OR N5105 OF 5HU7ItH. 1 TH15 Q A 5/16'1 HOLE 5) ALL BE SHALL. BE TAPPED TO ALUrn 78THREADS � ro * SHINE SCREW. : 7'47' OR 112' OR 17/2' • f 1/r OR 17/2' • 2' OR 2' • 2' OR 2'•J' ORY• A' OR 2' • 5' • .055' us. 77,700 Nun ANGLE • • •• • •• • • /••3/•'S M S. 01 •.• 01 01• • • • 3/16 • ALUM POP RIVET • 9 0. • ALTERNA 1'E' LtbSURE DETAIL W •••• •• • • • SCALE :4$/r - 7• • • • •••• • •• •••• • • • •••• •• •• • •••• • • • • • • rawer R , • ▪ tomP7gtn?ni A • Be 0)70 s 7 /• £s• cn t*3icQS /jJ " 11 Bg A Wrist= F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 atom Br. ACCORDION SHUTTER M.C.Y. IM ROLLINGSHIELD, INC. D AAM 2500 N.W. 70th AWOL 0•414 10 .72722 05-120 LT_,1, • • , 745 7 AY. lb CONCRETE ANCHORS 0 9 a G •••• • • POURED CONCRETE REDUWED • •• •••• •••• • PRODL githliSED mcomplyIngyriW UN:Florida • • • • ActtBynceN • ,' Z Esptr. tics Yale • ^`cy • / BY l- sA Division •••• • 0f 06 DRAPING Na afar • OF 5 • • • • • • • • •• • .. • • • •• • • • • MAMNUM DESIGN LOAD 1Y (pa13 MNOMUM SHUTTER SPAN FOR SECTIONS "V (ft) MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS 8. 81, 82 CQCI A . .. 40 14 " -i' 12' -5" .r r 45 13" -8" 11' -8" J" r 50 13' -0" 11' -1' J' J' , 55 12' -5 10' -7" 2 J /4" 2 1/2" 60 77' -10' 70" -7" 2 J /4" 2 1/2" 65 71 " -5' 9' -9" 1 3/4" 2 T /2" 70 11'-0" 9' -4' 2 3/4" 2 1/2 75 10' -7" 9' -7" 2 2/4" 2 7/2' 80 10 " -J" B' -9" 2 .7/4" 2 1/2" 85 70" -0" 8 " -6" 2 J /4' 2 1/2' 90 9'-8" 8' -J" 2 3/4" 2 1/2" 95 9' -5" e' -0" 1 2/4" 2 1/2" 100 9 " -2" 7' -6" 2 3/4" 1 1/2" 105 9' -0 7' -4" 2 2/4" 2" 110 8' -9" 7' -0' 2 3/4" 2' 115 8" -7" 6' -8' 2 J /4" 2' 120 8' -5 6' -5' 2 3/4" 2' 125 8' -3' 6' -1' 2 J /4" 2' 120 8 " -1' 5 " - 1 2/4" 2' 135 7 " -10" 5' -8" 2 1/4' 2" 140 7 -6 5 -6" 1 1/4" 2' 143 7' -J" 5 " -4" 2 1/4" 2' 150 7 " -0" 5' -1 ` 2 1/4' 2' 155 6' -70" 4' -11' 2 1/4" 2' 160 6' -7' 4'-10" 2 I /4" 2' 165 6' -5" 4'-8' 2 1/4" 2" 770 6 -2 4' -6" 2 1/4' 2' 175 6' -0" 4' -5" 1 1/4" 2" 180 5 " -10" 4 " -3' 2 1/4" 2' "185 5'4" 4' -2" 2 1/4' 2' 190 5' -7' 4' -1' 2 1/4" 2" 195 5' -5' J' -II" 2 1/4" 2' 200 5 " -J" 3' -70" 2 1/4" 2' 205 5' -2' J' -9' 1 7/4" 2' 210 5' -0' J' -8' 2 1/4" 2' 115 4' -11' J' -7' 2 1/4" 2' 220 4' -9" J' -6' 2 1/4" 2' 225 4 "-8" 3' -5" 2 7/4' 2' 250 4' -7' J' -4" 1 1/4" 2' MAXIMUM DESIGN LOAD •/R• (p 6 f) - WALL INSTALLATION AT TOP (TO MOUNTING WALL MOUNTING INSTALLATION ,AT TOP OR BOTTOM (TO MASONRY) OR BOTTOM CONCRETE) SHUTTER SPAN SHUTTER SPAN 0R 1E33 OR L 6• -0' To 6' -0' 6• -6' TO mos. 610810 S-0' aR LESS ro 6'-6' To W 6• -6' TO 4 6t. ALLOWED 9 9 9 9 9 9 4.5 FROM 9 9 9 9 9 5.5 40.0 TO 60.0 9 9 9 9 9 9 9 9 9 9 9 9 6 3.5 FROM 9 9 9 9 8.5 5.5 >60.0 TO 75.0 9 9 9 9 9 9 7.5 8.5 9 9 9 9 4 J FROM >75.0 TO 90.0 9 9 9 9 5.5 4.5 9 9 9 9 9 9 6.5 7.5 9 7.5 7.5 7 - - FROM 9 7.5 7.5 9 55 55 >90.0 TO 120.0 9 9 9 9 5 5 9 7 - J - - FROM 9 7 - 4.5 J 9 >120.0 TO 170.0 9 9 - 6.5 4.5 - FROM - - - - >170.0 TO 230.0 8 7 7 - 3 3 - >170.0 TO 230.0 9 9 - 4.5 4.5 - MAXIMUM DESIGN LOAD 'W' (77 6 7 ) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM DO CONXRLTD WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (10 4 A30NR7) SHUTTER SPAN SHUTTER SPAN OR 1ESa TO 6' -6• 70 MAC ALLOWED 06.1 55 TO 6' -0' 10 Luz 615510 ro C -C 9 9 9 9 8 4.5 FROM 9 9 9 9 9 6.5 40.0 TO 60.0 9 9 9 9 9 9 9 9 9 9 9 4 3 FROM 9 9 9 9 5.5 5 >60.0 7075.0 9 9 9 9 9 8.5 6.5 9 9 8.5 8.5 9 - - FROM 9 8.5 8.5 9 4 4 >75.0 TO 90.0 9 9 9 9 9 5.5 5.5 FROM 9 7.5 7.5 4.5 - - >90.0 TO 120.0 9 7.5 7.5 6.5 3.5 - 7 9 9 9 9 5 - FROM 9 9 9 - 5 8 8 - 3.5 3.5 - >120.0 TO 170.0 6.5 9 9 - 5 5 - FROM 8 8 - - - - >170.0 TO 230.0 8 B - .3.5 3.5 - >170.0 TO 230.0 9 9 - 5 5 - MAXIMUM DESIGN LOAD -W" ( a 7 WALL INSTALLATION AT TOP (TO MOUNTING WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) OR BOTTOM CONCRETE) SHUTTER SPAN SHUTTER SPAN OR L DR 65'ip e' -6• TO *AAA. ALLOWED OR LESS ro C -C W MAX AY55E0 9 9 9 9 9 9 6.5 FROM 9 9 9 9 9 9 40.0 TO 60.0 9 9 9 9 9 9 7 9 9 9 9 7.5 6 FROM 9 9 9 9 9 8.5 >60.0 TO 75.0 6.5 9 9 9 9 9 9 7.5 9 9 9 9 6 5.5 FROM >75.0 TO 90.0 g 9 9 9 9 8 - 9 9 9 9 9 9 as 9 9 9 8 4.5 4.5 FROM 9 9 9 9 7 7 >90.0 TO 120.0 9 9 9 9 9 9 9 9 - 5 4.5 - FROM 9 9 - 8 6.5 - >120.0 TO 170.0 9 9 - 9 • - 9 9 - 4.5• 4.5 •- FROM •• •• 6.5 - • 9 • 9 • •- 8.5 >170.0 TO 230.0 9 • A� •_ 9 ■ •T MAXIMUM DESIGN LOAD 'W" (p 6 7) FLOOR /CDUNG MOUNTING INSTALlAT10A TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN S' -0' OR LESS 5' -0• TO e• - 6' 'A < e� .75 9 9 as FROM 9 9 9 40.0 TO 60.0 : 9 9 9 9 9 8 FROM 9 9 8 >60.0 TO 75.0 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 as 7.5 9 9 9 9 6 6 FROM 9 6.5 6.5 >90.0 TO 120.0 9 9 7.5 6 - FROM 7 . 5 8 - >120.0 70 770.0 9 8.5 - 6 6 - FROM 6 6 - >170.0 TO 230.0 8.5 as - + MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ". REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2 "). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2 .50 ANCHORS TYPE ANCHOR RIA. • Vale TAPCON OR • • 111"41 • MAXI -SET TAPCONS • • CALK -IN • • 2.!" 3000 psi. (MW.) CONCRETE CRETE - FLEX SS4 : 3.e" 3350 p,i. (MIN.) CONCRETE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE, (VAUD FOR SECTIONS A, B. B1. 82, C 8 Cl ON SHEET 2 k 3). NOTE DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE PATH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REWIRED PRESSURE FOR THE OPENING. 114 POSITIVE PRESSURE WILL AUTOMATICALLY OUALIY AND NEED NOT TO BE CHECKED. FOR SHUTTERS INSTALLED WITHIN THE FIRST 30 " -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. • FOR 54111*ILNs INSTALLED ABOVE 30 " -0" ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER. MAXIMUM DESIGN PRFSSURE RATING 1 (p.R,f.l ANJ1) ('$@FSPONDING MAXIMUM ANCHOR SPACING (In.) SCHFOUI F + (VALID FOR SECTION A ON SHEET 2). M .7: 90; 81 6 .. ....., _ .. .,• : FOR SECTIONS C1 MAXIMUM DESIGN PRESSURF_RA11UQ W ( ,n a f,) ANQ (VAUD ON SHEET 3). MAXIMUM DESIGN PRFSSIIRE RATING W (p.ef,) ANQ PIRRESPONGING MAXIMUM ANCHOR SPA(:ING (in) SCHETBR F - (VALID FOR SECTIONS B, 81, 82 ON SHEET 2). / IL ECO 071117 TESTING & ENGINEERING COMPANY Ark NR A68. 33 m MOM 0K06 n ,YIN I4.".: 816 . ER- 0006719 WALTER A TILL? Jr. P. E P006104 Lk. / 44167 MAXIMUM DESIGN PRFSSURF RATING 'W (p.s.f.) ANQ T (VAUD FOR SECTION C ON SHEET 3). ANCHORS LEGENQ • • • • PRODUCT RENEWED/9 • • • as 000501,7°8 with thy Fh: a Bek1S , C nr 101 61•,o6- 03 Es?1ruw o 1) M1 n:13:.A CCAu7: VMt ''05 . OLD 113-115 • • • HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ROLL/NCSHIELD, INC. 2500 Nit 74777 AYENUE MAUL 70 .13172 Dalt I LI. Aft •• • • TAPCON OR MAXI•SIT TAP•ON5 CALk • CRET! -FIE)( • TS4 • •••• • ••• • • •••• • PRODUCT REVISED • • • • n compl>i*Ihs Molds • B6idin/CodP • • Acccpnn• No S•0 l. "0/ Eopinrioo Dais 1-076 D. Miami Dad 7111 coda Dirisioa F.B.C. (High Velocity Hurricane Zone) • • •••• •••• • •••• • •• •• •• OR469 BY: NC.7.. 6/7/55 OATS • ••• •• •• 05 -120 118461N0 9. MEET Of • • • • • • • • • ••• • •• • • • • • • • • • 1 /I' I LAC SCREWS 01 0 B' a C W/ 1 1/2' r 11 to ExLS D PE L AOE 7 R 7 11 / 14 • J' S S TOP & 801704 ;ARIL a , WOOD NEALE? REWIRED SEE SCHEDULE Len. SEPARL TO PASS 9 ALTERNATIVE 1 W000 PLATE REWIRED. WOO HEADER ROMEO SEE SCHEDLAE —FOR 1D. STY/RATION TO GLASS 1 /7 ' LAG 56007311 0 6' 0.0 W/ 1 1/7 Min. THREADED PE7E772471OV M E?S7BC 11000 PLATE W000 STUD 0 . a C AAC REWIRED. a �xi aP (709/007709) ALTERNATIVE 2 1 /4' • LAC SCREW 0 a a W r r/r LGn. 771REAOED POCIPAI7ON 7O 605790 W000 WIRER / 74 r 2 "SS S M. S (TA 70P • 0077037) P '41111111 0 I/.• 3-20 S S. Bx75 QQ • W/ Nur 0 WASTER • 9' as. / I. OS •MA. Ara - W/ 7 /l9 , r 7 �� [ 9r � toHD n'TLON er� ' / 74. 2 S71 S A S (711A 700 f BOTTOM) SC412: I /37• -r • 4.000 NE400? REQUIRED f•R MA 5EPA A M cuss ALTERNATIVE 3 r/ • • LAC SCREWS 0 r a C. W/ 1 1/2' MA. 7NREAOED OOR7R471041 70 EX6EOG WOCO IEADER. 21 4" WOOD PLATE REDLINED. / • J" SS S M. S W/ 7/16' MOON 9 L1S 5EE 5CMDME FDw MW. SEPARATION TO CLASS INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 7/4' 8 -20 S S BOLTS 79/ NUT 9 WISNER 0 9' IV* "•� Q C OR /II r 0. C 71X0£ 09 C. / 14 r3SS S . A W /7/19 r 7/6 7 LONG NYLON BUSHING '.� 1 ' . 0-, Icw a BOTTOM) li r 14 r r 1. r r S S M. S (7. 9) 70P 90770 gig 1 /I' I -70 S S EMUS W/ NUT t WISER 09 ¢ G OR /14 r J/A S A S O 9 0 C LAC SCREWS 0 6 0..0 W/ 1 1/2 " 111. MACAO) PENETRATION M 7X157786 74000 PLATE ALTERNATIVE 4 / 14 8 r S S 71 M S Yx! /74 r 3 /A S.S. SAS 0 I2" 0. C 7/4 I -20 S S BOLTS W/ NUT & 10A990 0 9" a C. OR 114 8 2/4 S A S 09 7/4' 1A0 5617115 0 6" 0..0 W/ 7 1/2" Len. MEWED PEM79AMW M M NC WOOD PLATE ALTERNATIVE 5 ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A 01MIDIM_allt-1111112= /--I N IMME r hocl S M. 1 • • 4' r 1/6' (Nh) SO6J -76 Mum E (3) 5 5 7 ma" LONG TD EACH R.UOER OR TRUSS LOCALE SCREWS AT MA070711 OF EX67NG W000 REAMER. (2' An. NOMINAL W M) W/ 1 1/2" LAW. IMREDED PENETRATION 1 IA 8 tio 71 £S W/ 1 kR 7/16' I 7/6" LONG NYLON 6U59AO S. TM 6 0l703) O 6" ¢ SEE sP+mur ALTERNATIVE 1 017. SEPARI LSE£ ScKDULE FOR Min MAMMA 1 M GLASS 5161419G ( 71P / 9077047 ) 1/! 9 . 17/J' LAC SCREWS 0 4'0 C W/7 I/2' 160. PENEDN7179 TO COSMOS 0000 DECK ® ALTERNATIVE 2 9000 MUSSES OP MITER 0 24' 0. C REOUl7E0 /74. S S. S M. S ( 100 • 001105) t 1 / . r 1 7/2 LAC SCREWS 0 4' a C. 79/7 ur Tex PEM7INTRW 10 OWING MOO OEM �� OPEMNa e.$ (TOP/90170W) /14 r .1/4' S. A S 0 12' 0. G 2 6"WDLG LEON LED2.005 (NO ELVISH ALLOWED) ALTERNATIVE 3 • • • • • • • • • WALL MOUNTING INSTALLATION (OFFSEfl • .. • SECTIONS B SL"LLE 1/4 •.I' Raw wurfi 100 /(/CERNC worms 571 R SESTINAS LL LE N COM8NED ANT 11'57 ID M SL ANY 6.4704.1.11/1016 EISUES • 7. OSTAUATTO S ARE C44L7 4WD FOR 95717 17A]K WITH DESIGN NAND LOADS LESS TAW OR EQUAL 70 73 Pal. 780 9 -0" Ace. 94077ER SPAR 2. AN PEW 71000 MEW CYWSIRLGI10i M00 LEIMERS TO 9E SOVnERN PAYE No. 2. W/ SMCF7C 0270711 0` air OR EDAL. / IL ECOIMC. 171.11T TESTING Or ENGINEERING COMPANY [N Na A, 01a SS 479001 GOSODq B 317M Wow : (20 377 -7500 . Fa : 4.1.971 0 7 E8- 0005719 WALTER A TAUT Jr. P. E FLORIDA Ur: / 44187 • • • a 1 57 BY Miami Di9rsin• •••• • • •••• • • • • • • • • • • Co•try' • OPTIONAL IMMO 2• r 6. 4000 (No RASH ALLOWED) •••• •••• PRODUCTREFWVEl1 • as comopito3 aiib C^.e Florid* •••• • • • • Bs..a. tete • • • • A.L'S(0s (.40 . _ . 06.06 •••• EssIttAle :::../ 210••• 1 At.rA.1 • / • • • ) _0000_ � _.., •••• • •••• • • •••• PRODUCT REVISED • • u comdlyi!<{riD the Midi • • • • DWia c • • • • • e T.a'o6 F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM I DRAWN OW ACCORDION SHUTTER M.C.Y. ROLLINGSHIELD, INC. O 2500 N.W. 74711 AVENUE AMA n 22122 05-120 mama* I taoWlu+ MR DRAMA° NI 97 -777 SW F 6 OF 6 0 •• • •• • •• • . • •• • .0 • • •. • Issue Date: 4/26/2006 Owner's Name: KATHRYN WHITLOCK Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 171 100 Street NE Additional Information Miami Shores Village, FL 33138- Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $130.00 $9.00 $3.25 $145.45 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/22/2006 Contractor(s) Phone SYKES ACE HARDWARE / LP INDU 305 - 754 -2556 Primary Contractor Yes Comments: REPLACE WINDOWS IN (3) OPENINGS WITH IMPACT RESISTANT WINDOWS Type of Work: IMPACT WINDOWS No of Openings: 3 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -4-06 -1054 Phone: (305)758 -8833 1132060132060 Lot: PB: Total Square Feet: 78 Total Valuation: $ 3,800.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 4 - 06 - 24622 Total: Amt Due $145.45 c-4.= J 4 MAY 09 PAID Amt Paid E� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 431 & 442. Requests must be received by 3 pm for following day inspections. Obtain Certificate of Ocupancy /Completion Before Using the Building Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: WHITLOCK, KATHRYN Job Address: 171 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SYKES ACE HARDWARE / LP INDUSTRIES, INC Building Department Comments Thursday, May 18, 2006 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -8833 Parcel Number 1132060132060 Lot: Phone: 305 -754 -2556 Page 1 of 2 Passed Inspector Comments I ro-z- (4.1 ' k A et '-L d � ' Li."-___9 ev.6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: WHITLOCK, KATHRYN Job Address: 171 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SYKES ACE HARDWARE / LP INDUSTRIES, INC Building Department Comments Thursday, May 18, 2006 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -8833 Parcel Number 1132060132060 Lot: Phone: 305 -754 -2556 Page 1 of 2 Date Thursday, August 31, 2006 08/31/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -06 -2155 Invoice Number: WS -8 -06 -25914 Applicant: KATHRYN WHITLOCK Company Name: Owner Address: 171 N. E. 100 ST. Job Address: 171 100 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 197 Amount $161.15 Change $0.00 Total Payment: $161.15 Page 1 of 1 Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department '1.0050 ■:E2ndAvenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 06- Ziri' Permit No. Job Name Date SQYOco BUILDING CRITIQUE SHEET R io loci,2v v so k?? / - --r' re k /L 4-ce o deda� -ro IBS . -4-s • //2e eQ D e, 6. yr 4 A C Arc Aotac , 114 � "40 c eC a rc2 /es PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date L1- 3 O - ° 1"6 Job Address I 11 £ 100 Si-t.4.1.4- - Tax Folio 1 < "3 2 d� — 13 r A po Legal Description 1 Owner/Lessee / Tenant l !" - L 1.0 VE5 Owner's Address 1 -1 t■ E l 00 f k ol 1..; Contracting Co. y,9 K ` A �(15A"i1,� C A Qualifier ,Q P FE, 0A.on p CL, State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one). BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION sk-- *tie, F\ OAL Square Ft. 3 % "[ • rao laws Municipal # WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits . equired for ELECT CAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. Signature of owner and/or Con President /Q dry as to Owner and/or Condo President Date My Commission Expires: , t,SY PU M. DAMON HOURIHAN (, COMMISSION 1 CC581286 Gal EXPIRES SEP 02. 2000 ^` o� BONDED THROUGH "'tor Fk.S ATL BONDING CO.. INC. FEES: PERMIT 1 5 RADON e ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable zoning. Furthermore, I authorize the above -n. - • contractor to d e work stated. Date C.C.F. l ' 0 NOTARY APPROVED: Zoning Building Mechanical Plumbing Historically Designated: Yes �ry No Master Permit # b kOrQ$ FL, Phone 'b`F' l - C®y q Address 00a4 Ne 155 St - It • $ /-2 3S1 SS# Phone ( q4 -_ 3 0tf- Competency # L 8s m t 1 Ins. Co. Address Address Address Estimated Cost (value) 1 "14 L. 0'0 ignature of Contractor or 0 Notary as to Contractor or Owner - Builder My CZO0iPi nI MON HOURIHAN r ,e► "( COMMISSION 1 CC581286 fill EXPIRES SEP 02.2000 y' BONDED THROUGH itomW ATLANTIC BONDING CO.. INC. Electrical r- Builder BOND TOTAL DUE L //c ,5) Date Date Engineering C-4 ,at-- FL. CP , ,tA 1 , 1 i ,P■ekr!) n,o.F• li&I.V.77 ....-..te 1 7%e-a ,I,L iicv.' it , 1 I i i , A,M6, 7 Le7/57 : — Ii B • / : 1 • , , 1 1 I - . : I ! • I ! I ; - _ 1 • I I I •CP i 5 : .. '7 " - - I : i _ ?•- _ 1 1 1 1 , , -S.- pi/ - • ,e7x1..›.; ! , /5, 9/), 1 ! " 10• 7 s (e.; ?I Florida Storm Panels 14475 N.W. 26 Avenue • .Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under number 96- 0701.02. This letter authorizes c_ n , k A c ht,- to use our 20ga. panels under number 96- 0701.02 to be used at the following job: t -I NE tOo" s4- Kam; Shores FL 1313g" Sincerely, Victor V` Cruz President • or Enrique Revilla Vice - President 1. This form must accompany the application for building pennit 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. APR-09-98 THU 09:13 KPK CONSTRUCTION Date: 4/15/97 tame tructian First Floor Openings .4!kant.j.,tY • ._XI 1 20" X 41" 2 38" X 53" 1 38" X 39" 1 20" X 40" 1 18" X 53" 1 74" X 64" 1 95" X 39" . 38" X 64" 1 38" X 41. 1 33" X 85" 1 20" X 53" 1 62" X 39" 1 60 X 27" 1 91" X 67" 1. 74" X 67" 2034 Northeast 155 St. North Miami Bch, FL 33162 Tel: (305) 948-3040 • Fax: (305) 948-3065 1-800-948-7299 Z'Bc)F. 05: AL Proposal from: 10K CONSTRUCTION. CC tt 9313:30024i Proposal to: CArl Ibane.a jobsfte: # 303)„ 34..1 Job Mame: UpemB51.3.05irignca Pager: # (50Ql_a4.192,11. Job Address 1ILEL.1.00th_FJ.I.,__ftiani-alla=5--ELIVII5 We propose to - furnish the labor and materials necessary or tho following items: of_2() Quigg CaivnJ S.tJ. S tam _Pa nu _ trae hat cql . Q 1 ne, All material is guaranteed to meet ail applicable County Codes and the above work is to be completed in a substantial workmanlike manner for the sum :QrjIhc Rj/Ite Hundred Fortv.Si.x DollarQ ($ 1,S46 00 Price includes material. installation. tax. and permit. Payments to be made as follows: '0% ilp_sp.n....againa_af_Conir 1)(X Ppm Comp lelioia of T.us jai) a taort 30594P706F. P.02 Proposal tI(K4157 completion olE 11-32a0--)5-26C Any alteration or deviation from the above: specifications involving extra- costs will be executed only upon written orders, and will become an extra charge ovi r • and above the proposed price. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire. tornado and otter necessaiy insurance on the above work. Worker's Compensation and General Liability Insurance to be provided by. KPK CONSTRUCTION This proposal may be withdrawn by KPK CONSTRUCTION if not accepted within Thirty (30) days. Signature below indicates acceptance of the above prices, specifications, and conditions. KPK CONSTRUCTION is authorized to do the work as specified. Payment will be mad : outs in i above. REPRESENTATIVE: PURCHASER: 1- HPR -03 -98 THU 09:14 KPK CONSTRI ICT I OH =Ci594_'=ij65 P. DATE: OSLO ///q6 DATE: tee ; 60Qm1114 veuvtd ;hoz& DP)e_ /m6/11&/,,u4 hiAm/64 ctm,e CA METRO -DADE METROPOLITAN DADE COUNTY, .FLORIDA ; METRO-DADE .FLAGLER BUILDING.: BUILDING CODE COMPLIANCE OFFICE. - SUITE 1603 METRO DADE FLAGLER BUILDING; PRODUCT CONTROL NOTICE OF ACCEPTANCE 140 WEST FLAGLER STREET,!.:, MIAMI, FLORIDA`33130 -1563 ':;k Florida Storm Panels /Stainless Metalworks, .. .:x•.(305) 375 - 2901';. • FAX (305) 375 - 2908 14475 N.W. 26th Avenue . INTERNET: mdcc0l @shadow.net� . . Opa Locka FL 33054 PRODUCT CONTROL = - (305) 375 =2902? ' Your application for Product Approval of: FAX (305) 372 -6339 20 ga. Galvanized Steel Storm Panels . under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials an Types of Construction, and completely described in the plans, specifications and calculations as submitted Applicant, along with Drawing Number 95 -498, sheets 1 through 4 of 4, dated 02/26/97, signed by V.J. Knezevich, P.E. (For listing, see section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Condition on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for" quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office•may revoke, modify, or suspend the use of such product or material immediately. Tie applicant shall re- evaluate this product or material should' any ammendments to the South Florida Building'' Code be enacted affecting this product or material. The Building Code Compliance Office reserves thE'';- the right to revoke this approval, if it is determined by the Building Code Compliance Office that this = product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0701.02 (Revises No.: 95 1102.01) Expires:01 /04/99 Raul Rodriguez vv Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:04 /10/97 - 1 - s anger, Director Building Code Compliance Dept.` Metropolitan Dade County Florida Storm Panels. Inc. ACCEPTANCE NO.: 96- 0701.02 1. DESCRIPTION 1.1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS APPROVED : APR 1 0 1997 EXPIRES This approves a 20 ga. steel storm panel designed to comply with the South Florida Buildin Code, 1994 Edition f r Dade County, for the locations where the pressure requirements 'a o s determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in' Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -498, Sheets 1 through 4 of 4, using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A446 Grade C, (minimum Fy = 46.7 ksi), Coating: Hot -Dip Zinc - Coated Galvanized in accordance with ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 12.50" and a total width of 14.50 ", forming 1.75" deep ribs. 2.3 Components shalt be aluminum alloys 6063 -T6 as shown on the approved drawing number 95 -498, sheet 1 of 4 bearing the Dade County Product Control approval stamp. 2.4 Tested specimen: Dimensions: 52" wide x 67" long overall 52" wide x 96" long overall 52" wide x 101" long overall 52" wide x 132" long overall 51.75" wide x 104" long overall - 2 specimens for impact and cyclic load 3. LIMITATIONS 3.1 The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details and schedules shown on the approved drawing number 95 -498 sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. 3.2 Minimum separation to existing glass to be protected shall be as shown on Table 2 "Min. Separation from Glass Schedule" of the approved drawing number 95 -498 sheet 4 of 4 bearing the Dade County Product Control approval stamp. • 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: See Typical Elevations, Sheet 1 of 4, Drawing No. 95 -498 3.4.1 Panels utilizing a steel tube shall be fastened at overlaps at midspan to a 1" x 1" x 16 ga. steel tube extending the whole width of shutter attached with 1/4 -20 x 3 -1/2" bolts w /die cast aluminum washered wingnuts or jacknuts spaced at 12 -1/2" o.c.; see Typical Elevation ( #15) of the drawing above. Helmy A. Makar, P.E. - Plans Examiner Product Control Division Florida.Storm Panels. Inc. ACCEPTANCE NO.: 96- 0701.02 APPROVED : APR 1 0 1997 '. EXPIRES : January 04. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ( #17) of the drawing above. - 2a- . ., • Product a- Product Control Division 3.4.2 Panels not utilizing a steel tube shall be fastened at overlaps at midspan with 1/4 " -20 x 1 bolts w /die cast aluminum washered wingnuts or jacknuts spaced at 12 -1/2" o.c., see Typical Elevation ( #16) of the drawing above. 3.4.3 Panel spans less than 33 ", overlap fasteners and tube are not required, see Typical Elevation 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 95 -498 sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. . 4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors specified on drawing No. 95 -498, Sheets 1 through 4 of 4. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not - considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. • 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a-legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and /or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. • 0 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -498, Sheets 1 through 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. n° Helmy A. akar, P.E. - Plans Examiner TEST TEST LOAD DESIGN LOAD . Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (132" SPAN) Fastened SATISFACTORY CTC 95 -032 Max. 3.0" • ,. . CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (132" SPAN) POS. Fastened +88.4 PSF CTC 95 -032 +68.0 PSF CTC 95 -032 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 ( 132" SPAN) NEG. Fastened -113.1 PSF CTC 95 -032 -87.0 PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS: (101" SPAN) Fastened +140.4 PSF CTC 95 -032 +93.6 PSF • CTC 95 -032 @ Design 1.40" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (l01" SPAN) Fastened -139.9 PSF CTC 95 -032 -933 PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (96" SPAN) Fastened 135.2 PSF CTC 95 -032 -90.1 PSF . CTC_95 -032 . UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (132" SPAN) Fastened -95.0 PSF CTC 95 -032 -63.3 PSF CTC 95 -032 , LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (104" SPAN) Fastened SATISFACTORY CTC 96 -009 Max.: . 3.5" . CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (104" SPAN) POS. Fastened +71.5 PSF CTC 96 -009 +55.0 PSF CTC 96 -009 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (104" SPAN) NEG. Fastened -97.5 PSF CTC 96 -009 -75.0 PSF CTC 96 -009 DESIGN PRESSURE RATING; For Maximum Design Load / Maximum Panel Length / Minimum Separation from Glass vs. Reinforcement, see Anchor Schedule and Tables 1 and 2 on Dwg. No. 95 -498, Sheet 4 of 4 Florida. Storm Panels, Inc. ACCEPTANCE NO.: APPROVED EXPIRES 7. TESTS PERFORMED: TESTS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: - 2b- 96- 0701.02 APR 1 0 :1997 : January 04:1999 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval revises of Acceptance No. 95- 1102.01, dated 01/04/96. 4 Helmy A. Makar, P.E. - Plans Examiner Product Control Division Florida, Storm Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 8. EVIDENCE SUBMITTED 8.1 Tests: -2c- APPROVED : APR 1 0 1997 EXPIRES January 04. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1.1 Test reporIori.Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static: Air Pressure Test of 20 gage storm panels, prepared by Construction Testing. Corporation, Report `. No. CTC -95 -032, dated September 26 thru 29, 1995, signed and sealed by Christopher G. Tyson,' P.E. 8.1.2 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -96 -009; dated. February 26 & 28, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated 02/26/97, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 5/26/95, for Hot Dipped Galvanized Steel, ASTM A446 by Productor de Acero Laktbal, C.A., with chemical composition and physical properties. 8.3.2 Tensile Test Reports from QC Metallurgical, Inc., Job No. 5IM -2162 dated 09/26/95 for galvanized steel, tested per ASTM E8 -93, signed and sealed by James W. Roese, P.E. 8.3.3 Tensile Test Reports from QC Metallurgical, Inc., Job No. 6CM -719 dated 03/25/96 for galvanized steel, tested per ASTM E8 -93, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Storm panel calculations and comparative analysis, Sheet 1 thru 24, Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated October 2, 1995. 8.4.2 Storm panel calculations and comparative analysis, by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated 06/14/96 and 02/26/97. Helmy A. Makar, P.E. - Plans Examiner Product Control Division Florida Storm Panels. Inc. ACCEPTANCE NO.: 96- 0701.02 • APPROVED APR 1 '0'- :1997,, EXPIRES : January 04.1999 Florida Building Code. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the origina submitted documents, including test supporting data, engineering documents, are no older than eight.(8) years j 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions :o this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the . product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiratltm date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below onty apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Helmy A. Makar, P.E. - Plans Examiner Product Control Division END OF THIS ACCEPTANCE - BUILDING INSPECTION DEPARTMENT APPLICA'T'ION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. STATE OF FLORIDA, I COUNTY OF DADE. ss. MIAMI S H O R E S VILLAGE and who, being by me first duly sworn, upon oath deposes and says that he of the above described construction, that he has carefully read the foregoing therein by s e hi tat d are true. 1 a Permit NoJ___ Date Disapproved (Signed) Date Aug. 10 Miami Ventilated Read, Sworn to and Subscribed before me. ings Owner's Name and Address . 3=II.,.:,,.:. :.: :::,, _, -.._. No. 171 = ., = , : _,__, Street N • = E. __ St . Registered Architect and /or Engineer.. Sid. th -4o .ner & Associates Name and address of licensed contractor Cabanaratna Industries, Inc. d/b a Miami Ventilated Awning P.O. Box 945 N. W. Br. Mie lit, Fla. 33147 Location and legal description of lot to be built on: Lot20 & W. .... 2 of 211ock 15 Subdivision Miami Shores Sec. 1 Street and Number where work is to be done N, E• 100th St • ,171 � ^ State work to be done and purpose of building (by floors) Install 1 , Aluminum Awning- Shutter -First Floor. other purpose. \ and for no New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $..97.8.3. 500 of Permit $ _ _. 5 . re 00 Zone cubage required plan Cubage Distance to next nearest building Size of Building L.07.5' ' x 1001 Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Miami __Ven.tilkted Awnings , The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida \Vorkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcor ctors, on wgrig to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, is the. application, and that he did sign the same, and that all facts Notary Public, State of Florida Building nspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. . A re- inspection; fee of 81.00 will be clilirged when s re- inspection is made necessary by improper notice for ins or faulty • materials and /or workmanship. TYPE UNITS WIDTH SLAT PROJ. X BEAM Y BEAM ARMS li PIPE PILLS,,_ T / 7 2- 3 '-d- 3 0 / 1....... ........... 4.10.■ - ---- _ r_ - IC FT. 7 3 NAME EXECUTIVE OFFICES AND FACTORY 435 EAST 10th COURT HIALEAH, FLORIDA T EL EPHONE.(305) 885-4672 14 - osr PLOT PLAN 41 (97. -57 5 1 # -FT. 3 f /7/ 1/f /0i STREET 2. Indicate electric service from pole to house. 44 /1! o ADDRESS // /0,07S7; LEGAL BLOCK ic SUB Si1/40,0 REDWOOD )(ALUMINUM AWNING SHUTTERS STYLE )y lAINLINER IMPERIAL PRESIDENT -4 METROWING METROLINE PATIO STORM PANELS A_GA. STEEL ALUMINUM ALUMINUM 1. Draw outline of house in block and indicate distance to each lot line. 3. On Patio Installations show location of septic tank and distance from house. ADDRESS REPLY TO: P.O. Box 945 Northwest Branch Miami, Florida 33147 N L HEADER HINGE W NG OPEN 3/8" SPACE ROLLED SLAT AWNING OPEN HEADER HINGES TYPE 72 TYPE -57 �.- SMALL AWNING INSIDE SLATS OVER HINGES I ;� j \ LNG HINGES PURLIN 5/8" SQ. BUTT JOINT TUB INSIDE SLAT TYPE IQ -72 SEE DETAIL'Z' SECTION 'A -A' L II /2 "XII /2 ° XI /8" ALUM. 2 , 3/16" STL. BOLTS EA. 2 * 4SCREWS EA SEE HEADER • • ANCHOR - 2 "X HINGE ST L 2 -3/16 "STL RIVETS HEADER HINGE DETAIL * 8 SCREWS TYR CAMEL BACK 8 3E Botts .090 BRACKET I WIOE (O.IIONAL) • WINDOW MUL LION .OSW :MM. 2- ANCHOR SEE SCHEDULE 7 /8 "0.D.TUBE I__ .049" WALL I /4' BOLT 3/4 "0.P TUBE .049 WALL CAMEL FDED PL. 1/4" DIA. PIN HINGE .SLAT I 5/8" SQ.BUTT JOINT TUBE L 3 I /2 "X I "X I /8 "X 3/4" TYPE !EL ONLY / • DETAIL 'Z' I "X I STL WING HINGES TYPE g-57& SMALLER- 12"C.C. 5 /8 " SQ. BUTT JOINT T UBE ALL OTHER TYPES - 8 "C.C. I I /2 "X I 1 /2 "L 10 -32 BOLTS EA.PURLIN r *8 SCREWS L 3 ° X I "XI /8"X3/4" / OPTIONAL CAMELBACK �---. (2,10 -32 BOLTS. I -14 I" 2 ° 2 AWNINGS ON A COMMON ARM WHEN LENGTHS GREATER THAN 120 "ARE REQUIRED A COMMON ARM MAYBE USED SLAT *8 SCREWS 0N7" C.C. EACH SIDE 64" ST1EF ENER 2 168 5/8" SQ. BUT 3- 240 - S- 3/8 "DIAM. BOLT SUPPORT ARM — —' SLAT *8 SCREWS ON 7" C.C. EACH SIDE JOINT TUBE *4 SCREW EA. SLAT * 8 SCREWS ON 7 "C.C. � 5/8 "SQ.BUTT JOINT TUBE .040 ALUM. X I STL HINGE WITH 4 4M6 SCREWS WING FOLDED L 31/2 ° X I "X V8 ° X3/4" LG WITH 208 SCREWS-STORM LOCK 1 ANCHOR, SEE SCHEDULE SECTION' B-13' 41/-5-.4 SECTION HAT PURLIN 'X' .064" 1" *4SCREW A. SLAT *4 SCREW EA. SLAT IIMEIVAMEIR SECTION HAT PURLIN REVISED l -H-EI ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE CABANARAMA IND. MAINLINER AWNING WAS DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO- DUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10, 1960. BASED ON SO. FLA. BLDG. CODE. ALUMINUM ALLOYOF AWNING COMPONENTS ROOF SLATS 5005H34 BUTT JOINT TUBE OR RAIL 50051134 HEADER a NOSE ANGLE 6063T5 HAT PURLIN'X' 3003H14 HAT PURLIN 'Y' 6063 T6` WALL ANGLES 606375 STORM LOCKS 6063 T5 STIFFENER 3003H14 ARMS,CAMEL BACK BPIN 3003H18 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: TEE CABANAP.AMMA INDUSTRIES INC. CERTIFIES THAT THE ALLOT AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN TEE PLANS SUBMITTED FOR PERMIT COVERING THIS- INSTALLATION. THI8 AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE JORDANN103 WITH 1/4"X I I/2" LAG SCREW OR SUPER GRIP 1V4- 20 X I V2 ° -18.8 S.S BOLT ASSEMBLIES DAIS WO HOLLOW CONC.BLK. ACKF JOHNSQN 1/4 -20 'LONG 4 WING TOGGLE SCREW ANCHOR OR 3/16'X I I/4 "DIAM DRIVE NAIL WOOD NO. 10- II /2 "LG. WOOD SCREW OR I /4 "XII /2" LAG SCREW CABANARAMA INDUSTRIES, INC. d-b-a MIAMI VENTILATED AWNING I, -i PJR61N :HAW. JIM= 10 SMITH - JOINER & ASSOCIATES 1•00 w • MIAMI. FLORIDA C O N S U L T I N G E N G I N C 8 R• ARM 1 OF I Ems/ -Si 11BRAIRor W 1 RJR 1 EVIL I •"N IMMACSOII MALL Mery ASL MIMMIaIA r rt Worn Rwo RIMum on* "Om 111 M AINLUNE R STORM LOCK - ON TYPE -72 STORM L CK TYPES HEADER WING FOLDED AWNING CLOSED HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE 5 " 4. 27.5 "MAX, E A'IE PLAN OF AWNING r- A A TYPE I 45" MAX. TYPE IT 84" MAX. TYPE III 120" MAX TYPE I - 57 TYPE I - 72 5/8" SQ. BUTT JOINT TUBE .040" WALL 9" C.C. MAX. c N 01 N fi X (Si N X N N I N N a t4 q E3 TYPE IL-57 TYPE BI-57 TYPE II 72 TYPE III-72 PURLIN - LOCATIONS SHOWN MAY VARY 1" t. Y Y 5/32" 3/16" 1" 5/16" 3/16" 5/32" ROOF SLAT 3/16" .0I9" TYPE UNITS / MAINLINER SLAT IMPERIAL - T METROWING PRESIDENT ARMS 12 PIPE METROLINE PATIO 3 V-- STORM PANELS _.- +_4 STEEL ALUMINUM ALUMINUM TYPE UNITS / WIDTH SLAT PROJ. X BEAM Y BEAM ARMS 12 PIPE PILLS, 1 3 V-- 3 0 / ..-- . - _. 435 EAST 0th COURT AND FACTORY ® � eif EJ HI EAST 10th FLORIDA Argz YD D — TELEPHONE (305) 885 -4672 NAME D r /�� tc.0 PLOT PLAN 9 - r 1_1_ _FT . 3 L � / 7/ i4Z. /®®r,n; STREET REDWOOD ALUMINUM ADDRESS_ /7d _._.._ " I ®.PS-73. - -- LEGAL LOT ..__ .�J4 W. 1.4FL, _ i _- ...... __ BLOCK /5; subDiv sIUN A / 5,0 i rEC JE&/ AWNING SHUTTERS 1. Draw outline of house in block and indicate distance to each lot line. 2. Indicate electric service from pole to house. 3. On Patio Installations show location of septic tank and distance from house, ADDRESS REPLY TO: P.O. Box 945 Northwest Branch Miami, Florida 33147 STORM LOCK ON TYPE -72 STORM LOCK ALL TYPES HEADER WING FOLDED AWNING CLOSED 5 " HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE E 27.5 "MAX 1 TYPE I TYPE II TYPE III I! A.i6 PLAN OF AWNING rA 45 MAX. 84" MAX. IPO" MAX L- A TYPE I - 57 TYPE I-72 5/8" SQ. BUTT JOINT TUBE .040 ° WALL 9" C.C. MAX. m N 01 N "v N 7 N V T CY 1=1 1.1 TYPE II-57 TYPE II -72 X X N PURLIN LOCATIONS SHOWN MAY VARY I" ~ TYPE III -57 TYPE II -72 Y Y 5/32" T 3/16" _ 5/16" 3/16" ? 5/32" — ROOF SLAT Imo-+ -3/16" a X 2 8) M z 2 SEE HEADER ANCHOR NOT E HEADER HINGE W NG OPEN 3/8" SPACE ROLLED SLAT AWNING OPEN HEADER HINGES TYPE 72 TYPE -57 5/8" SQ. BUTT JOINT TUB INSIDE SLAT TYPE >Q -72 SEE DETAIL SECTION 'A-A' L II/ 2 "XI I/2 "XI /8" ALUM. 2 , 3/16" STL. BOLTS EA. HINGE 2 11 4SCREWS EA. SLAT _ tuf HINGE 2 "X 3 HINGE STL 2 -3/16 "STL RIVETS HEADER HINGE DETAIL 6 8 SCREWS TYP. CAMEL BACK 8 3I BOLTS .090 BRACKET 1' WIDE (oonouAL) Dow MULLION .055 2- ANCHOR SEE SCHEDULE 7 /8 "0.D.TUBE i__ .049" WALL 1/4" BOLT 3/4 "0.O TUBE .049 WALL CA FOELDED PL080 " I /4" DIA. PIN 10-32 BOLTS EA.PURLIN I• DETAIL 'Z' I "X I" STL WING HINGES TYPE I[578 SMALLER- 12 "C.C. ALL OTHER TYPES - I I /2 "X 11/2 "L 5/8" SQ. BUTT JOINT TUBE L 3 I /2 "X I "X I/8 3/4" TYPE III ONLY. *8 SCREWS L 3 ° XI • XI /8 ,- OPTIONAL CAMELBACK ( 32 BOLTS. SUPPORT ARM , i 1-168 1" 2 - 240 ° Al vi 2 AWNINGS ON A COMMON ARM WHEN LENGTHS GREATER THAN 120" ARE REQUIRED A COMMON ARM MAYBE USED SLAT *8SCREWS 0 7" C.C. EACH SIDE 64" STIFFENER 2- 168 5/8" SQ BUT 3-24.0" -3/8 "DIAM. BOLT SLAT *8 SCREWS ON 7 C.C. EACH SIDE JOINT TUBE 914 SCREW EA. SLAT 91 8 SCREWS ON 7 "C.C. 5 /8 "SQ.BUT JOINT TUBE .040 ALUM. IN STL HINGE WITH 4 4916 SCREWS WING FOLDED L 3I/2 "X I "X V8 "X3/4" LG WITH 2 * 8 SCREWS -STORM LOCK I ANCHOR,SEE SCHEDULE SECTION' B -B' 5 /8 "SQ.BUTT JOINT TUBE *4 SCREW A. SLAT alm Nlyilms .032" 1/2" 2 1/8" ^ IV8, 1 SECTION HAT PURLIN 'X' .064 SECTION HAT PURLIN 'Y' *4 SCREW EA. SLAT ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE CABANARAMA IND. MAINLINER AWNING WAS DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO- DUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10, 1960. BASED ON SO. F LA. BLDG. CODE. ALUMINUM ALLOYOF AWNING COMPONENTS ROOF SLATS 5005H34 BUTT JOINT TUBE OR RAIL 5005H34 HEADER 81 NOSE ANGLE 6063T5 HATPURLIN'X' 3003H14 HAT PURLIN 'Y 6063 T6 WALL ANGLES 6063 T5 STORM LOCKS 6063 T5 STIFFENER 30031114 ARMS, CAMEL BACK PIN 30031118 TEE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINOSI THE CABANARAMA INDUSTRIES INC. CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS - INSTALLATION. THI8 AWNING MUST BE CLOSED AND SECURED TO TM WALL DURING A HURRICANE WARRING OR ALERT. ANCHOR SCHEDULE CONCRETE JORDAN*103 WITH I/4 "X11/2" LAG SCREW OR SUPER GRIP 11/4 " - 20 X 1 V2 S.S. BOLT ASSEMBLIES d,< 1 b. I HOLLOW CONC.BLK ACKE,RMAN JOHNSON 1/4 -20 'LONG 4 WING TOGGLE SCREW ANCHOR OR 3/16X I I/4 DIAM DRIVE NAIL 1/0 19 4 1� PJRLIN :HANG& CABANARAMA INDUSTRIES, INC. d-b-o MIAMI VENTILATED AWNING SMITH - JOINER & ASSOCIATES 2000 WEST PLAOLCN MIAMI. FLORIDA C O N S U L T I N G K N G I N E 9 R ""m -2-81 Iw- "F.r.1 ommo- 9. 1°'—.. MOW Mt aoNEWAe+OR SRALL 666rT ABA. WrM.6MWM6 i6 ...:...e." ..arms wrist Rum 8111 1 OF! REVISED 6 I ` MAINLUNER WOOD NO. 10 • I I/2" LG. WOOD SCREW OR I /4 "XII /2" LAG SCREW I " -�{ - .019" 8) -L