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938 NE 96 St (4)f' Inspection Number: INSP- 9589 Inspection Date: 02/14/2006 Inspector: Grande, Claudio Owner: WALD, STEWART AND BETH Job Address: 938 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DIVERSIFIED ALUMINUM SERVICES Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph • e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Nu WS -1-06 -104 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Shutters Phone Number (305)757 -1159 Parcel Number 1132060142990 Lot: Phone: 305 -822 -6685 Page 2 of 2 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. f' Inspection Number: INSP- 9589 Inspection Date: 02/14/2006 Inspector: Grande, Claudio Owner: WALD, STEWART AND BETH Job Address: 938 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DIVERSIFIED ALUMINUM SERVICES Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph • e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Nu WS -1-06 -104 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Shutters Phone Number (305)757 -1159 Parcel Number 1132060142990 Lot: Phone: 305 -822 -6685 Page 2 of 2 nspectien Number: INSfo.6032 Number: 1 Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: WALD, STEWART AND BETH Job Address: 938 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DIVERSIFIED ALUMINUM SERVICES Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 Block: Niab� 3 `►. 1104 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -1159 Parcel Number 1132060142990 Lot: Phone: 305 - 822 -6685 Page 2 of 2 Passed Inspector Comments 0 g ee{ - - t � d2-" : isartiw) A T trt Ag2 k k30 . �, s ue " _ q 1 d-tb P ,e ,c,. ea'? 2 1 Failed c Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspectien Number: INSfo.6032 Number: 1 Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: WALD, STEWART AND BETH Job Address: 938 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DIVERSIFIED ALUMINUM SERVICES Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 Block: Niab� 3 `►. 1104 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -1159 Parcel Number 1132060142990 Lot: Phone: 305 - 822 -6685 Page 2 of 2 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ 3 ` 3 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE EIVED Permit No. WS - I -0(0 ^ IO4 Electrical Plumbing Mechanical Owner's Name (Fee Simple t .. 'T 1 co A't2' ( 4 5 t - Li) Phone # (0) ') r J 9 - L t 559 // Owner's Address " R 8 ote _l Co ‹' City -k %,/-w-4 % S es State 'el— Zip Tenant/Lessee Name Phone # °[ 3S ct co ST County Miami -Dade NO ✓ Contractor's Company Name I IL Contractor's Address ' ? O (;O • City L- 4'Lct.� Ac t- Qualifier Master Permit No. State Certificate or Registration No. Certificate of Competency No. Phone # Square Footage Of Work: Type of Work: [Addition ❑Alteration ❑Ne ❑ Repair/Replace Describe Work: NN it- K' A.0 "S64,5 r '-s 25 Roofing Zip sift s° IJ1/4). -{ hone# L31)) ?as -33 S ee a - Acue. 14- ude&, state i � Zip "33 0 1 co 5 51) _. ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * Submittal Fee $ Permit Fee $ J SO ��� CCF $ CO /CC O Notary $ Training/Education Fee $ Technology Fee $ - 7 . Scanning $ q- lI Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address >. City State Zip j Mortgage Lender's Name (if applicable) Mortgage Lender's Address n 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspe ion fee will be charged. Signatu chc 05/13/03 NOTAR /PUBLIC: Sign. Print: ' S'e--1 C� My Commission Expires: Owner or Agent APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: o6, The foregoing instrument was acknowledged before me this /- The foregoing instrument was acknowledged before me this 4. day of Qi v ti 20 C.. "et.o 6 by Sie�r� Wa Id , day of , 20 p by G 'r/9ld ,Q Mt gi,Q e-- , who is personally known to me or who has produced who is rs p on ally known me or who has produced identification As identification and who did take an oath. as identification and who did take an oath. a/1F2 /1 Print: - 0/4rbfTr 1 0 &l't h/JO !w. Gisella Caftan Y� My Commission Ex *• . ••.. • My Commission DD237918 tl e., JY3Aya. *** N.n...N�� is 1. 084 s ExPires 11/19/2009 . V0`n ` / Bonded th(u ( 800 284: Plans Examiner V Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION r4) .EFOAIT NO. - 1 Off TAX FOLIO NO. //v$ ?el(' a• STATE OF FLORIDA: 0 COUNTY OF DADE: +-I W THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with .410 Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. cic 1. Legal description of property and street address: ( 1 . 3 ist (16/G (The N 9 J 2. Description of improvement: ,�e, 3. Owner(s) name and address: (.0 •Pc1,O G sr V-1.t.C44-t,t Name and address of fee simple titleholder: 6. Lender's name and address: different • to is specified) Notary Public Print Notary's Name My Commission Expires NIP Y °w;; George Miller Expire.. May 3, 2008 Interest in property: �i36 'cJE qC:o rA 1OMti J\mrKs 4 4. DIVERSIFIED ALUMINUM SERVICE, INC. . Contractor's name and address: 7C70 w 25th AVE. I IIALEAH, FLORIDA 33u1ta • 5. Sure Pa ment bond required by owner from contractor if an ry�( Y Q Y � y;l �k ! :•'JYC�= r;111'Yfitrl(ii;.'siyG� Name and address: Amount of bond $ Ad 1 . ign. ur o owner Aewgrn,Y WW3 Print Owner's Name Sworn to and subscribed before me this �� day of , 20 OC Prepared by Address: cc . 7. Persons within the State of Florida designated by Owner upon whom\oot or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 6. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Issue Date: 1/13/2006 Owners Name: STEWART AND BETH WALD Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 938 96 Street NE Comments: HURRICANE SHUTTERS Additional Information Miami Shores Village, FL 33138- 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 Expires: 01113/2007 Contractor(s) Phone DIVERSIFIED ALUMINUM SERVICE: 305 - 822 -6685 Primary Contractor Yes Type of Work: No of Openings: 25 Additional Info: SHUTTERS 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 -1 -06 -104 Phone: (305)757 -1159 1132060142990 Lot: PB: Total Square Feet: 0 Total Valuation: $ 6,500.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $350.00 $9.00 $8.75 $373.35 Invoice Number WS - 1 - 06 - 23456 Total: 1JAN 2 5 PAID c f2SS Amt Due $373.35 Amt Paid 43 - 73.36 CD NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. • • ••• • • • ••• M • • • • • CIEA Isi6Md: • �+�� CUSTOMER Y • • • • ' Cl. � •• + •^ • • • • • • • p ADDRESS: C. CI 4 .Sr. ) F- • ,.. rze5I .R • PRODUCT. g CO U S • • t.: •Z "• • • • MEAN ROOF HEIGHT: • ` . • • • • • • . PEAK ROOF HEIGHT. I • • • • • • • •• BUILDING WIDTH: • • • • • • • • • • • • • LENGTH • • • r _ . • laid • WINDOW HEIGHT ABOVE GRADE* • • •• "' • • • 112 ') 53 1 • • . 1.• . • 1..• 1 e• .• �. •..- • f r � ■ ■ .........L_____ Imturinwinuisisim F I 1 Imre hie . ■ ■ ■ ■ ■KJU■■MTMMEVfiiiil ■ ■■ ■■ , / 1 Pi 1 .. • 1 ,, III I ‘ • o I I — ._ 0 ` � -� ......_ icy L__._ �i �c� _,.,... P. — 3iN. 41I Lt3Y 8.. j Liobt ill 1 • l4') A .4 /4 ;c..,LlSa owls 41 .. i1 ' _ rr71xAl 1 w L 14 0 1 g IE 1 o w 5 5 ___�_ ltt 4 5 1( x 1 i i 1 1 r* 4 ' s,�LS , '5`1% �3 to -x teN 1 r 9 'Srri 'I 1. 5 I4 04-1x !Ltd F £ el LS . & _i W'i • • ••• • • • ••• M • • • • • CIEA Isi6Md: • �+�� CUSTOMER Y • • • • ' Cl. � •• + •^ • • • • • • • p ADDRESS: C. CI 4 .Sr. ) F- • ,.. rze5I .R • PRODUCT. g CO U S • • t.: •Z "• • • • MEAN ROOF HEIGHT: • ` . • • • • • • . PEAK ROOF HEIGHT. I • • • • • • • •• BUILDING WIDTH: • • • • • • • • • • • • • LENGTH • • • r _ . • laid • WINDOW HEIGHT ABOVE GRADE* • • •• "' • • • 112 ') 53 • • • • • 0000 • • •00• • • • e • • • • • • • •• • .41" • • • • • • ' • • 0000 • • • •00• • • • • • • • •• •• •• •• • • • • • •00• • • • • • • •00• • • • • • • • •00• • •• • • } 'o 4 . J • Miami Shores Building Department I Product Approval Schedule / Comparison Product.Acceptauce Chart Product Approval Address: Opening Design j ,Y$ C C /t= 77 Rough Opening ff Permit Shutter Required No. Rlul ion Required Yes / No Impact Yes / No Opening Description of Window ID or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF Pressure ( +) i'SF ( -) PSF Size Yes / No W .5 f= /� t' C/ 7 -- , '" ,/ . -09/% .65* (''; i 1 g!� - 0 <., - - C'. i ' 4.4 c-- `le • ei G 62- S ( c (1 r. 0 `'1 v Y - f yG v CY'c t 4 (,-*, C.) (-- . iii, ii o L r - � ; ire 'v ')- . ‹-- Ate- - C' S , s J ar ( /S I - )- ..5 ,- G _ �.}- - 5— -'/ LP? '✓ 6.X' ' g-- ■ • 1 � A . = f L' 0 i5 - • •••• • - / y, • 1••• .. •• •• •• . 4 ••• • • • • • II :. • • ... • • • • •••• • •.. • • • ..•. • - -- • •• • •. - - - • • 45Q,e May .... • • .... • • • • • • • • • • .. • • • • • • • • • •••• • •••• • . • • • • • .. .. .. .. .. • • • • •••• • • • • • •••• • • 4" • • • • • .... • .. • • • am TIP Aft M P•rfeNart �, • APIANVI�Ap7"'t/ • • • • • • • • ••. r• • • • • • • • •• i • • • • • • • "+ • • • • • •.• • ••• ••• • • • SmTTTFRPRODUCT APPROVAL AUTHORIZATION FORM ' A• • • • •• ••• ••• • - �r• '• • • • • • • • ;• Acceptance A0344/11)5. ; • • : • • • • • • • ••• • • Date; Building Department 4(�i ', •..' • • ••■ '• . • • . • • • • . • ..;• - •• • • • • • • ••• • • • • • • • • • • •. ••• • • • • ••• Address CIry ' : ` • .. State Zip Ocatle nee = Wo are the Dade County Notice of Acceptance holder for Assa /Residential Bertha • Accordion Shutter under #01.0411.05 Square poet 'o Shutters This 1etter A uthorizes approvod under #01- 0411,05 ere Manager -- t-`--------- to use our Accordion Shutters •7272 .41raa1 .nnrI _ Corporate Seal Required .. • • • • • • •. • • • • .... • • •••• • • • • • •••• • • • • .. • .. • • • • • • • • • • • • • • • • • • ••• .. • • • • • • .. • • • • • • • • •••• • • • APPROVED: 05/29/2001 PRODUCT CONTROL Shield Shutters 7272 NW 25 Street Miami ,FL 33122 • •.: • • • . • • MIAMI, FLORIDA 33130 -1563 NOTICE O$ AC�P`ANCE. (305) 375 -2901 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: ASSA / Residential Bertha Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0411.05 EXPIRES: 05/29/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building _ . Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. vas -\ - \( k Ws04500011pc200011templateilnotice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com MIAMI-DADE COUNTY; FLORIDA • • . • • • • • • • METRO -DADE FLAGLER BUILDING • • fi t -_ • _ •_• • • - . . . • • filJILDING CODE COMPLIANCE OFFICE • METRO -DADE FLAGLER BUILDING . ... 14e. EST FLAGLER STREET, SUITE 1603 •• • • • •• ••• • . • • • • • • • ••• • • • • •• • • • • • •• • • • • • • • •• CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 ••• • • CON'T'RACTOR ENFORCEMENT DIVISION • • • _ (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office . Homepage: http : / /www.buildingcodeonline.com 041 • • • • .. • 4141.0 • • • • • .... • • • • 0.4,41 • • • • • •• .0 041 .. • • • • • 41 04,. _ 0000 • • • • • • • •••• • • • • • • • • •• • • • • • hield Shutters 1. SCOPE .• • • • • • �. :. • .. • • . •• • • • • • • .• • . • • • •• • • • • • • • • • • • •ACCE LANCE No. • .• •• •• • • • •,�• • • • • • • • ...•. ••• • :• •• • EIRES NOTICE OF ACCEPTANCE: •':St IC CONDITIONS ....•• This approves an Aluminum Extruded Residential Bertha Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Extruded Residential Bertha Accordion :Shutter and its components shall be • - constructed in strict . compliance - with the fallowing documents: Drawing No. 99 -222, titled "High Winds Shutter ASSA / Residential Bertha Accordion Shutter ", prepared by Tilteco Inc., dated July 14, 1999, sheets 1 through 10 of 10, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS • All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Extruded Residential Bertha Accordion Shutter and its components shall be . installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. - 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 01- 0411.05 05/29/2001 • 05/29/2006 Helmy . Makar, P.E.- Product Control Examiner Product Control Division .. • • • • . e• • • • • • .... • • • .... • .. • .. • • • • • • • • • .... • ••••• •••• • • • .. • • • • • • • • • • .... • • • • • • • • • Shield Shutters • • •• i • :. •• • •• ▪ • 6 . • . . • • • • • : : ••• • • • • r :.:. ' ACCEI TANCE.No. 01- 0411.05 • •• . . Att$QMED • • : ': • • • • • • • • . • • • • : • . • • . . • . ••• ••• ' PIKES 05!29/2001 05/29/2006 NOTICE OF ACCEPTANE; : •TI1,ATDAlEtb CONDITIONS 1 Renewal of this Acceptance (approval) shall'Ee considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) Years. . 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance, will not be considered if: a There has been a change in the South Florida Building Code affecting the evaluation_ ofthis - and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. . 4: Any revision or. change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this . Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6.. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. • 7. . A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. .8. Failure to comply with any section of this. Acceptance shall be cause for termination and removal of - Acceptance. • . This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. - 1iIakar, P.E.- Product Control Examiner Product Control Division 3 .. • • • .. • .... • • • • • •••• • • • . •••• • • • • • .. .. • • ..... • • • .. .. • • • • • • • • • • .. • • • • • • • •••• I WALL HEADERS WALL HEADERS (INVERTED USE) - SCALE 3/8" = r --.1031 . FT • .062 © SILL ADAPTER . SCALE: 3/8 = 1 1/4- 0 - 20 DIUMBSCP4wc © MALE LOCK SLAT scam 3/8" = 1' 2 • • • • • • • • • • • • • • • • • • • • • i • • • • • • IT?: • R § • f , .; • • • • • 5 1.125' -•- .100- ,_ 1_ ® BOTTOM BUILT-OUT SCALE: 3/8" = 1" 1/4" • - 20 .S THUMBS VAEYES, SEE NOTE BELO • • 0- • • •• • • • 16n. FOR UP 10 9 SHUTTER BLADE wicam • 12 Won. FOR SHUTTER BLADE LENGTHS GREATER THAN UP 10 zo•tr-i i-.osz-I .062 .125' • og FEMALE LOCK SLAT SCALE: 3/8" = 1" • r . 1-1- .979'• " 2"917- : • • • • • • • • - .... • • • • . . • .... • • • • ••,• • •• WAL HEADER - 7 WALL HEADER (INVERTED USE) SCALE 3/8- = 7- ALTERNATE LOCKING PIN SCALE: 3/8' = 1" 0 FEMALE END SLAT SCALE 3/8" = 1* COMPONENTS 0 LOCKER SCALE 3/8" = 1 ® CEILING HEADER SCAM 3/13 = r 0 MALE LOCK SLAT SCALE 3/8- O STARTER STRIP SCALE 3/8' = 1 .812' FRONT ELEVAY7ON .042' 276' 0.520' 0.644' - 2 /&. 29 •.477' Q) FEMALE LOCK SL4T scam 3/8.- = © SILL SCALE 3/8" = 1* .052" I - 4 1-•.266 . 11.168 © RESIDENTIAL BL4DE sold: 3/8" = 1" FEMALE RESIDENTIAL BLADE SCALE: 3/8" = 1" p q § 0 LOCK CLIP 4" LONG SCALE 3/8" = § L. awe Mar. 0' ALUMINUM ANGLE SCALE 3/8" = GENERAL MIES? Accomobv Sflun& ma Bow Bestow° w Accotaxtice wm4 THE owe cowing 1994 EDITION OF THE SCUM FLORIDA BUILDING. CODE DEsiom sip WADS MAU: BE DETERMINED AS .PER.5ECTION 5 OF ASCE 7-88. WITH 170 m.p.h. BA= 11,40 SPEELL ACCORDION SHUTTERS ADSAMCY FOR' IMPACT MO FATIGUE RESISTANCE MU BEEN AERIFIED IN ACCORDANCE WW1 SEC1101 2.115 & 2.114 RESPECTIVELY OF WE ABOVE MEN710AED CODE AS PER AIL:REPORT / 0902.01-9& 2. STAINLESS STEEL SHEET ACM SCREWS USED AT LOUVER PAK SHALL BE I 10 x 410-HT ANNAN- SERIES W/ 135.0 ks1 YEID POINT & 180 kW TENSILE STRENGTH SCREWS SIAALL BE COATED WITH JOUN 5000 SERIES FLUOROPOLYMER MAW= AS Mm4UFACWRED BY WHITFORD co. eox soz MEST CHESTER PA. mat. .359' a ALL AWMINUM EMMONS SIMU. BE 6063-re ALLor. • 4.. ALL SCREWS to BE STAINLESS STEEL 304 oft 316 SERIES W/ 50 k I Waft POINT AND 90 kW . 7EYSILE STRENGTH. ' • a ALL AUAMOAN POP lawn to Be so52.ALUAIINUM ALLOY 1.1711 ALUMINUM umoBa_ 8. Emus to Dr 2024-T4 AUTUMN ALLOY GALVANGED OR . STAWLESS STEEL WM 35 k MINIMUM M1141MUM new edam • . 7. ANCHORS ID MIL 9 0 , 1 BE AS TV . 4UNIESS•DTHERAISE 'WED) ( - .M I/f riS7WC. • .TA.E.0014PWRED WE BY LT.W. RAVSET OR ELCO INDUSTRIES INC. • - 1/4" ROL 2AMAC MIN. t4 ANCHORS. AS MANUFACTURED BY DE ;TAW. PLUG COMPANY; WC - 1/4 0 x 7/8 RAJW. CALK-AV AS MANUFACTURED BY THE RAWL PLUG COMPANY. • NOTEk - A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4'. *9(11.M .EMBEDMEEIT OF Rot ZAM4C 'Am A.2) 1/e • -x 7/8- mitt CAUL-11 ANCHORS SHALL BE ENTIRELY .EMBEDDED 1110 THE MOORED • CONCRETE h V EIWEDMENT 9(70 STUCCO SEMI BE Pt78177ED. • .1/4" 0-20 SaREWS USED 'SHALL BE 1 1/2" LONG MAIM SHOULD STUCCO EaST, A.3) INCASE MAT PAST Brom piter.Agr commete PIXELS 0 R PAHERS at FOUND ON THE DOTING WALL 04 17.00R. ANCHORS SHALL BE LONG ENOUGH TO REACH DE MAW STRUCIU?E BENITID SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 & A2 ABOVE (73) 70 DaSTING CONCRETEBLOCK *ALL: - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY LEW. RAMSET OR ELCO INDUSTRIES INC. - 1/4" 0 RAM. ZAILAC HAIM ANCHORS AS MANUFACTURED 771E Min. PLUG COMPANY. INC. - 1/4' • 7/8 RAWL CALK-W AS MANUFACTURED BY TEE RAWL PLUG COMPANY. WC .477 NOTES 8.1) MINMUM. BASEMENT or TAPCON ANCHORS ANO ROL ZAJAC MAXI ANCHORS IMO THE CONCRETE BLOCK UNIT SHALL BE 1 I/4". 8.2) 1/4" • • 7/8' RAWL CALX-IN ANCHORS SHALL BE ENTIRELY EMBEDDED WTO THE BUICK WIIT. NO owerademr INTO STUCCO SHN1 BE PECNITIED. l/e 0-20 SCREWS USED SHALL BE 1 I/2" LONG MINIMUM SHOULD STUCCO .DOST. 8.3) 11 CASE THAT PRECAST STONE 0 R PRECAST CONCRETE PANELS BE FOUND 0 N DOSTING WALL. ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEEPED SUCH RWELS ANCHORAGE SHALL BE 1 ve MINIMUM FOR ANCHORS MENTIONED 11 & • 7Ar FOR ANCHORS MENTIONED 'W ANCHORS SHALL BE' INSTALLED FOLLOWING ALL OF THE RECOLIENDATIONS AND SPECIE1C.411014S OF DE ANCHOR'S 'MANUFACTURER. 1 WALTER A. HUTT Jr.. P. E FLORIDA Lk. / 44167 (C) / IL ECO INC. \ MUT TESTINO ENOINEERMO COMPANY tesss MW ANL se. se. 217. MOM CIROOM PUMA snew Pt..: 00087S-1530 . Fair : (.05)071-1531 BLADES ANO DE mous FOR CENTERAMTES0.04) a • & STARTERSID& C.8 u ARE THE PATENT OF METALS. IT STALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE - .STRUCTURE *NW SHUTTER 5 IDBE ATTACHED TO INSURE PROPER ANCHORAGE EACH 1/NT MUST BEAR A PERAIMENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT ALL LOCKING FYNS AS WELL AS BOTH LOCKERS AIUST BE PROPERLY INSTALLED & BOLTED DURING PERIODS or HURRIC.ANE WARNINa SHUTTERS MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT)0 • Au ONE LABEL SHALL BE • EVERY OPENING LABEL SHALL READ AS FOLLOWS: SHIELD SHUTTERS, MAK FL. • ML4A6-DADE COUNTY PRODUCT CONTROL APPROVED. APPROVEDAS COMPLYING NTH THE SOUTH FLORIDA BUILDING CODE DATE ZPO BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 09 11. OS ant a. HIGH WINDS SHUTTER ASST RES:000•4. mum ACCCRDION SHUTITIt SHIELD SHUTTERS (ASS4 127) 7272 NW 25th STREET. ADAK EL 33122 WWI-DADE COUNTY AS SHOWN SCALE 7/74/99 DATE 9 9 - 222 DRAWING' No SHEET 1 OF 10 •• • • • • • • • • • • • •..... •• •• • • •..... ••• • • •••• •.•S•. • •O•.•. • • • • • • •• • • • • ••.. • • •••• •..... • • •••• ...... • • • •• •• ....: • • . • • • ..... • • • • • • •....• . ..... 00000 • • • • •••• • • ...... • /10x3'S. S S Ar S w/ 7/16' / x 7/8' NYLON BUSHING /14 x J /4' S. S. 5. S 0 9'0. C. POURED CONOTLEfE REQUIRED POURED CONCRETE OR CONQRE7E BLOCK WALL REQUIRED POURED CONCRETE REQUIRED RAWL CALK -IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) SECTION B1 /10x 3'5..5. • „• CONCRETE NYCHOR$ • S.M. £ • • • • • • • CObIG AD71N • i • 7) • (iiii. %L1!RlaR) . 1.500' oR � • ••S • • • • • • • • • „•• • . • • • • • OW SHEET 8 & No7E 7 ON SHEET 1) WALL MOUNTING INSTALLATION - SECTION A SCALE : 3/8' = 1' •• • • • •• • • • • • .••• • • • • • • • • • • • •... •• /10 x 3' S S. &--M. S W/ x 7/8' • NYLON B'Llg- Tyµ - TOP & BOTTOM (EXTERIOR). & B0T10M (ANTERIOR) L..f^ RAWL CAUL -IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) • REMOVABLE FLOOR MOUNTING INSTALLATION SCALE : 3/8 = 1 ALTERINAIIVELY TO 1” x 2 Alu ANGLE W/ ANCHOR. DRILL HOLE AT © TO INSTALL RAWL CALK -IN AT (). COVER HOLE WITH NYLON CAPS. EDGE OF SLAB A' APPUGABLE /E POURED CONCRETE OR' CONCRETE BLOCK - WALL REQUIRED 110x3'S SS ML.S.W/ 7/16' • x 7/8' NYLON BUSHING (Typ. BOTTOM) /10 x 3/4' S S S AL 'S 0 12' 0. C TYP EA SIDE. 1' x 2' x .125''Cont. ALUMINUM ANGLE (6o63 -T6 ALLOY) / / i : CONCRETE AINLxlORS , EET8 NOTE ON SHEET 1) WALL MOUNTING INSTALLATION - SECTION Al SCALE : 3/8' = 1' /10x J'S S a M. W/ 7/16' / x 7/8 NYLON BUMING Typ. 70P & BOTTOM (EXTERIOR) BOTTOM ( INTERIOR) E 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 or to) NOTE FOR COMBINATION OF SECTIONS : MOINTING SECDONIS C1N BE ANY WAY 10 SLIT ANY INSTALLATION - POURED CONCRETE REWIRED POURED CONCRETE REQUIRED 1+ -SEE SCHEDULE FOR-•' A6n. SER4RA710N'S' TO GLASS OF EXISTING WINDOW OR S 0. D. S. 10 x 3/4' S. AL S OR J/16' 0 Num. POP RIVETS • 12' 0. C. ALTERNATE --- LOCATION FOR TOP UP FASTENER IL: EC iMC. MUT TESTING & ENGINEERING COMPANY 6705 Kt J/.: St. SOa 217. tIMIPI comes naao• SImo moo : pmJa77-1130 . : 005)171-13.71 WALTER A T1LUT Jr. P. E FLORIDA Lie. if 44167 CONCRtrt ANCHORS . (SEE .SCHEDULE ON SHEET 8 &.NOTE 7 ON SHEET 1) . n. 1 .� /to xJ'S. 5.. ..- iB' /8 •LONG ON BUSHING \� \ \ - NYL (T INTERIOR) Ant N. I n A 11 11 it 11 11 u II 11 11 • i1 .1.1 is . • / V - - / (SEE CONCRETE ANCHORS . u J (SEE S [1 / SCHEDULE ON E / SHEET 8 do NOTE 7 ON SST 1) g i� • 110 S S. AL S. W/ 7/16' 0 x 7/8' & Typ. p. 110P & 9077OM (EXTERIOR) BOTTOM (INTERIOR) /10 x 3/4' S S. S M. S Of? J /16'/ Alum. POP RIVETS 0 O. C. EFL . CEILING & FLOOR - MOUNT.- INSTALLAT. - SECTION B SCALE : 3/8' = 1' HIGH WINDS SHUTTER ASSO / AESOENOQ S TO ACCORDION SHUTTER SHIELD SHUTTERS (ASS4/ 127) 7272 NW 25th STREET. ML4A6 FL 33122 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE• / q 0 • I BY .W �u PROD r i NTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NEOI 'Oqi I. CAS MIAMI-DADE COUNTY ra AS SHOWN SCALE 7/14/99 DATE 99 — 222 DRAWING No SHEET 2 of 10 • • • • • • • • • • • ...... •• •• • • ...... • •••• • •••• 0 0.00. • ...... •• • • • • • • • 0 • •••• •0000. • • • • •••• • •• • • • • • .0.000 • . • .... . • • •••• • • ...... • • • ...... ..... • • 0 ..... • • ...... • • • ...... POURED CONCREIE REQUIRED l ■--$11 SCHEDULE FOR . StDARATION "S' 70 GLASS OF EXISTING *MOW OR S. G.O. I I 1 0 x 3/4" S. S. S. M. S 1 01? 3/16 0 Alum. POP 'RIVETS 0 12 0. C. AL7ER1447E LOC:4710N FOR TOP UP F 2 " POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED •• • • • • • • • • • O O • •- • • • • • • • • • • • • • • • ••• • • •. • • • • • • colvcRar • • • • • • • • • • • \ .41 • IsEE ••• scifroLE • • oN suEET 4 . • • • • • . & NOW 7 ON:SHEA 11 • • • . • • • • • • • • • WAD .. tj CLIPS BOLTS • W/ NUT • : • .-20 sa x 3/4 V4 ' PI . • . 0 12" 0. C. 1' £1!n.—.l • • • • EL/ — SECTION C A • • • a • • :tftil c w CONCRETE ANCHORS (SEE SCHEDULE ON Z. ON SHEET 11 • SHEET 8 & NOTE 7 • • • x S. S. AL W/ 7/16' 0 x 5/8" LOW MON BUSHING (Typ. TOP, INTERIOR) gg g o. i ts: 2 1 /10 x S. S S W/ 7/16" 0 x 7/8" NYLON BUSHING (Typ. TOP & BOTTOM EllTERIOR) & BOTTVAL INTERIOR) /10 x 3/4" S. S. S AL £ OR 3/16" 0 Alum. POP RIVETS O 12' O. a l/4" 0-20 S x 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT O 12' 0. C. WALL MOUNTING INSTALLATION (BUILD—OUT) SCALE: 3/8" = 1' 9/e eV,F9 TYPICAL ELEVATION N. T. S; £ D. EDGE DISTANCE (SEE SCHEDULE ON stfErr 8 OF 10) NOTE FOR COMBINATION OF SECTIONS: WA11/17.001VCOUNG MOUNTING SECTIONS CAN BE COMBINED el ANY WAY 70 SUIT ANY 1NSTALLITION. / IL ECOINC '\ NWT TES71NG & ENGINEERING COMPANY SIM MR Stitt St, Ma M. %WOW IMMIX nava muse "am (30)1171 . Ter : (31)871-031 WALTER A. TILUT Jr.. P. E FLORIDA. tic. 1 44167 HIGH WINDS SHUTTER Arm SESEDITPL EFIDIN ACCORDION? SNORER SHIELD SHUTTERS (Ass, 1 127) 7272 Mr 2571) STREET. Ag4141. FL 33122 fialt APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 8 1LDING CODE DATE S 29 7-0 • BY .111M. PRODUCT ' 01 DIVISION BUDDING CODE COMPUANCE OFFICE ACCEPTANCE NO. Oi • OS MIAMI—DADE COUNTY OWE AS SHOWN SCALE 7/1 4/99 DATE 99 — 222 DRAWING No SHEET OF .10 f .. • • . . • • • . . ...... .• .. 000000 •11. • • •... .....1 • ...... .. . • . • • • • • • • • •••. ••0. ••.. • 1• . 1 • . • 1011.. .... • • s ME NOTE 7 ON SHEET 1) 3/16' I Alto." ' POP RIVETS OR 1 14 x 3/4' S.S S S 06' a C. (1ya) - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2' x 2' x ;125' OR •3'x 3'x .090' AL.UM/NL TUBE . (6063 - 75 ALLOY) . - OR (BEYOND) CASE 1 2 "x 2 "x.125'OR 3' x 3' x �.0�9 • � (�75 O) REAR SIC 0 PIN FOR LOCKING f' 1'x.125' ConL Alum. ANGLE (6063 -T6 ALL019 (DOR (B) l►D) OR (BEYOND) H®OR (BEYOND) (BEYOAND REAR * • • .•. • •• • . • • • • • • • •• H• . • •.. • Et m • ••• �.• (44 •: • • • • • • H • • • • • • • • 1' x 1 x .125' Cont. Alum ANGLE (6063 -T6 ALLOY) 3 16' 0 Alum. POP OR / 14 x 3/4'S S.SALS. 0 QC.(Typ) CASE 2 SECTIONS . E SCALE: 3/8" = 1" 1/40-20x f' LONG • S. S. AL S 0 MIDHEIGHT OF 0 0 FRONT OR REAR (TyR) SECTION D SCALE: 3/8" = 1" 2 ANCHORS EACH ANGLE CASE 3 OR (!D) REM * i SECTIONS D, D' & E W/O ®•* SCALE: 3/8" = 1 " 2' x 2' x .125' OR 3'x3'x.090' Alum. TUBE POST (4) 3/16' 0 Alum. POP WETS OR \ 2' x x .12(2 5' x TUBES ) SIZE s AL s 3/4" Y P ; S Alu ?" AN REOWRED (6063 -T6 ALLOY) 4 � � D 4 41.Pw - ISOMETRIC (CORNER POST) sooirou S es) �, - T o�•Cf °� - - ,f/�/19 3/8' 0 HOLE FOR LOCKING P1N. 1/4' 0-20 x 1' LONG aa ALs POURED CONCRETE OR CONCRETE FLOCK WALL CONCRETE ANCHORS • r a . C: NOTE 7 ON SHEET 1) CONCRETE ANCHORS 0 9' 0. C. (SEE NOTE 7 ON SHEET 1) ** NOTES ON LOCKS APPLICABLE 10 LOCK DEDYES ST•O$W ON - THIS SHEET. i QSir ALWAYS BE LOCKED BY UMW LOCK cup® taw 711E INSIDE .OF SHUTTER W 1/4' 0-20 x - 1' S S svEY LK E1gL SHOM7V ON SECTIONS . t BOLT PENETR LOCI( CUP, AS WE IL AS O 0) LOCK CLp r, 1/1 SHALL nT DOTRELY • I) RN. .•••• 3. Hume soma( Bair IS TIGHTENED F r. L/N(AWG AurRNAfi(r ro U�� CUP CENTEWAMTESO&OS Awit ALWAYS EE LOCKED BY A 7/4' 0-20 x 1 S S. SIDEWALK T Y ' THRj BOTH _ FOR THIS - PURPOSE L AS AS TMPED M ORDER 10 ACCEPT THE E T 7/4' 0-20 SIOEW LK BOLT. THIS BOLT AMY BE &STALLED FROM EITHER THE FRONT OR REAR OF SHATTER EDGE OF SLAB SEC770N D' : ONE SIDED SHUTTER END CONNECTION . DETAIL SCALE: 3/8" = 1" /ii[EC TMLLUT TEST11M0 t DOWERING COMPANY was Kr. au. st. 3!a 217. 1•l_Wl C4W4 now .IIM i►,m• : 007 )171 -I5.70 . Aro : (Jm$71 -1331 WALTER A. 111.L1T Jr.. P. E FLORIN Lic. / 44167 • AR w • 2 (D) Ai3CORA V 1.000' � POURED CONCRETE OR �� REQUIRED 1 1/2 x 1 1/2' OR 2' x 2' OR x3'ORx4' x 5' x .125' um. ANGLE 14 x 3/4' S S. M.SOR /16 Alum. O 9' 0. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ' S /ZQ ZOO BY iB!_ _ _ „Ar PRODUCT • • OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. 01 O 11. 0 5 RICH WINDS SHUTTER Ass4 / RMOCIDIN. AtRTM ACCORDION DARTER SHIELD SHUTTERS (Asst / 127) 7272 NW 25th 51rat1. A44M?, FL 33122 Dor 1 A[C M. 1 Detrarnom • MIAMI -DADE COUNTY MT( • AS SHOWN SCALE - 7/14/99 DATE • 99 — 222 DRAWINC No SHEET 4 OF 10 • • • • • . • • • • • • . ...... •• •• • • ••.... •••• • • •••• 1 ..... • .....1 •• • • • • • • • • . . •••• •••• • • •••• • •• 00 • . . • • ...... • • • ...... • • •••. • • • • 1111.. ..1..1 • • OOOOO ..... ..... • • ..1... • • ...... •' • ...... CCINCRETE ANCHORS NOTE 7ONSHEET 1) • POURED CONCRETE OR CONCRETE. BLOCK WALL REQUIRED 2' x 2' x . 125' OR J' x 3' x .090' ALUMINUM ME- 0063—'75 ALLOY) 3/16' 0 Alum. POP RIVETS' OR S SSAI. 4 S • 6'0. C. NYLON SCREW HEAD OR 'J (BEYOND) CASE 1 2'x2 3', x 3' x .090' ALUMINUM TUBE (6063 —T5 ALLOY) 111 IL .•4•1 • • . . • • • 1414,„ • • •• • 3/14' / MOLE FOR LOCKING PIN 1'x 1'x.125' Cont. Alum. ANCE (6063 -715 ALLO)) 1 1 1 1 FRONT (BEYOND) HO OR (BEYOND) (BEYOND REAR v OR BEYOND) (BEYOND) 245 OR • ••• ... • .• •'• • .. •. ?' . . • •• • • • • • ••• ••• • • • JK • • • :.14:V.• • • • • • • • • • •• • .••• • • t CASE 2 r 1" x 1 ' x .125' Cont. Alunn ANGLE (6063 —T6 ALLOY) 3/16' 0 -Alum. POP RIVETS OR / 14 x 3/4 S S S AL S O6 O.C. (Typ.) SECTIONS E SCALE: 3/8' = 1 ' &C) OR NYLON SCREW HEAD OR@ © OR JONO) FRONT (BEYOND) SECTION D --- - - - - SCALE 3/8' = 4 3 16' 1 Alum. OR / 14x3/4 S. MLS 2 ANCHORS EACH AN CASE .3 Alum. IL MJTt hype,) 2 x 2' x .125' li OR 3' x 3' x .090' Alum TUBE POST s 2' x 2' x .125' x TUBES' SIZE * S 11 .0 MP) EDGE Of STAB ISOMETRIC (T AT TOP (CORNER POST) & eorro s (c-4� i 0 3/8'.0 HOLE MR LOCKING PIM POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED C 9 CONCRETE ANCHORS NOTE 7 ON SHEET 1) C�REa ANCHORS NOTE 7 ON SHEET 1) ONE SIDED SHUTTER : END CONNECTION DETAIL SCALE 3/8" = 1 " /1 itE INC.\ TILL/T TESTING ! ENGINEERING COMPANY am KR M4 314 9a I/7, UMW 0IA0E14 R0/601 SSW Phone : ( $71 -133 - Fo : (303»71 -1371 WALTER .A 7111T .A:, P. E FLORIDA Lic. / 44167 OR (BEYOND) MY. NOTES ON LOCKS : APPLIC4BLE TO LOCK DETAILS SHOWN - ON THIS SHEET. * LOUR ' skevi ALWAYS BE USED' F ANY SPA/ AND INSTALLATIONS AT ANY ELEVAITOM LOCKER () MAY US D AS AN LN570E OR OUTSIDE LOCKER IF MT • °,7, TO & W/ 1/4' 0 -20 x 1' LONG £ S • THREADED BOLT / 1 4' 0 -20 x 5/8' INIERNALLY- THREIDED ALUMINUM RfVNUT. SEE INSTALLATION DETAIL ON THIS SHEET. ** FOR INSTALLA AT ANY ELEVATION 'OF WRONG AND IN ADOITAON 70 LOCKERS. A REGULAR T LOCK MAY BE USED FOR . PURPOSES AT ANY.. DESIRED LOCATION OF' CENTE7LWATE (INSIDE OR OUTSIDE) WHEN USED INSIDE; MINIMUM SEPARATION 70 GLASS S7i4LL . - ALSO BE VERIFIED FROM THE 77P OF . SUCH T LOCK OR FROM THE OD1-E74 SHUTTER COMPONENTS SHOWN ON SECTION D (WHICHEVER IS MORE CRT1C4Q t : SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE RANGE 7101 SHEET NUTSERT, PART / 0820. AS MANUFACTURED BY . AbDEL CHERRY Tr[TOR/L PARSIPPENY, NEW .BEY 07054 OR EQUAL 1. 000' OR (BEYOND) (Typ.) HIGH WINDS SHUTTER AS4 / Reareart BERTHA ACCOlDAW SHUTTER SHIELD SHUTTERS (ASSA / 127) 7272 MV 25th Slirttl. M141.11. FL 33122 Mir r OR WALL . B LOCKC LL REQUIRED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE OS Z' /200) BY BI PRODUCT • t • . DIVISION BUILDING CODE COMPUANCE OFFICE_ ACCEPTANCE NO.0) - CXJ /I - OS x 1 1/2' x 2' OR • ORx4' x .125' C. 4'S OR um. MIAMI -DADE COUNTY as AS SHOWN SCALE 7/14/99 DATE 99 - 222 DRAWING No SHEET 5 OF 10 •• • • • • • • • • • • • ...... .• •• • • ...... •••• • • •••• ...... • ...1.. •• • • • • • • • • • • •.•.. •••• • • •••• • •• 1. • • • ...... • • 1••• • • • .1.... ...... � • .....• ..... ..... • • 11 1..1 • • •..... • • • AL,IOA61I111 DESIGN LOAD • MAXIMUM MUTTS'? SPAN. 2 ' (n.) IMM�RA/LA1 SEFAFLARON 'S' ID GRASS (in.) . • -- -- ___. --L- « 40.0. . 85.0 8-6' ' . 3 7/8' 3'... .. , . J' 42.5 87.5 8-3' _ . 3 7/8'' - . 3'.. 3' - ' 90.0- . - - .8, -0'. • -- - 3-1/8' " .. • 3' . _ 4Z5 925 .. 7' - 9' . 3" J J/0 3' _. _ 3- 95 7•_r. - s. . 3. 3/87. - 3' 52.5 97.5 7 - 3 J/8' - . 3' - 3' . 100.0 r - ?' '_:; • " 3 3/8' - _ 3' 57.5 102.5 - . 7'-0' -- 3 3 / 8 J' 3' 60.0 105.0 . 6-,lo' J' - 3 3/8' 3' 3' 625 107.5 - 6'-8' . . . - 3 3/8' - 3' s' 65.0 110.0 6 -7' 3 3/8' 3' 3 67.5 112.5 6-5' 180.0 3 3/8' 3' 3' 70.0 115.0 6'-J' 3 3/8 3 . . 3' 72.5 117.5 6 -2' 3 3/5' ,3' 3' 75. 0 120.0 6' -0' 3 3/8' 3' 3' 77.5" 122.5 5 -11' 3 318' 3' 3' 80.0 125.0 6 -9' 3 3/8' 3' 3' 82.5 127.5 5 - 8' 3 J/8' 3' 3' 130.0 5 - 6' 3 3/8' J" 132.5 5 -5' 3 3/8' ,3' 1310 - V 3 Jam. 3' 137.5 5 -3' " 3 J/8' . 3' MAKMIUM DegGN LOAD _ its'.(a+.0_ ' U4 0MlAf SHUTTER . STAN t' (ft) - - MINIMUM SEPARATION Y TO CASS fin.) - -- . -- -- ___. --L- ,• 40.0. . 5' 2' 12 -1.' ' . : 3 7/8' 3'... .. , . 5' -1' 42.5 ; - 11 -11' _ . " - ' 3 7/8'. - . 3'.. 45.0 - 147.5 11=9' - - J 7/8' J' :150.0 = 4Z5 3 .3/8' 11 =7" 3" 3 7 3' _. _ 3 3/8' - -- 1105'. . 4 -B' 3.7/8' - 3' 52.5 ' 4 -7' ' ' 11=1' - '3 7/8' - - . 3' - ' 550 70"-10' 162.5 - 3 7/8' _ 3' 57.5 765.0 10 - 7" 3 4/8' 3 7/8' J' 167.5 60.0 _ 10 - 5' J' 3- 7/8' 3' 3 4/8" ' 625 J• 10 -2' 4' 2' 3 7/8' 3' 3' ' 65.0 : 4' -1' 10'-O' . 3 7/8' .. 3' 4 -1' 67.5 9 -10' 180.0 3 7/8' 3' 70.0 9 -7. 3 7 / 8 ' 3 . 72.5 ' 9 -5' J 7/6' ,3' 75. 0 9 -4' 3 7/8' 3' 77.5" 9 -2' . 3 7/8' 3' 80.0 9-0' 3 7 /8 3' 82.5 11-9' 3 7/8' 3' MAXIMUM DESIGN LOAD. - ' (aa-L) ALAVAIUM SHUTTER squi 1' et.) AMMAN SEPARATION 'S' TO CLASS Om) _. . 5 3/8' ,• "140.0 5' 2' 3 J/8' 3' 142.5 5' -1' 3 J/8 145.0 5' -0' 3 3/8" 3' - 147.5 4 34/8' 3" :150.0 = 4 -10' 3 .3/8' 3" 152.5 - . 4 -9' 3 3/8' 3" 155.0 . 4 -B' 3 3/8' • 3' 157.5 . ' 4 -7' ' 3 3/8' '3' 160.0 4 -6' 3 4 3' 162.5 4 -5' 3 3' 765.0 4'--4" 3 4/8' 3" 167.5 4' -4' 3 3/8' J' 170.0 4'-..3' 3 4/8" ' J• 172.5 4' 2' . 3 3/8' . 3' ' 175.0 : 4' -1' 3 3/8 3' 177.5 4 -1' 3 3/8' 3' 180.0 4' -0' • . 3 3' SHUTTER SEAN Z' (ft.) MINIMUM SEPARATION''S' LEES OR EQUAL THAN 8'-0' 5 3/8' .N -0' 70 t2'-0' 3 7/8' NOTE • • ••• • .• . • ••• • • • ••• • • • • • • • •• • .• • • • •• • •• • • l�/AkIMUAV. 14 \t' PRESSURE RATING ' (p. s. f:) AND CORRESPONDING MAXIMUM SPAN "L' ' SCHEDULE. (VALID FOR SECTIONS A, A 1 & C ON SHEETS 2 & 3 OF 10). DESIGN PlriSURE RATIN@ . I ADS ONLY TO . NEGATIVE PRESSURE (SUCTION) LOAD.% IN ACCORDANCE Wl1N ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. F NEGAflW P . UI YAW COMPLY N71H THE REQUIRED PRESSURE FOR THE OPENING, THE POSIIIVF PRESSURE WILL AUTOMAITCN1Y QUALIFY AND NEED NOT TO BE CHECKED. •.• • • • •• • .• • • • ••• • • ; .• •• •• • • • FOR SHUTTERS INSTALLED W17HANC THE FIRST 30-0' ELEVATION OF BUILDING. SEE TEE 1 FU? MINIMUM SEPARATAd1 TO GLASS FOR SPANS .SHORTER TIUW ME MAXIMUM ALLOWED SHOWN ON SCHEDULE FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEYA77ON OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IL /1 c NC. \ Mir TESTBM t ENOINEERIN0 COMPANY cos KS .12e2. 24 Ste. 217. VIRCIPM ' ass /0000+ .n,M Pea..: (30 - 1530.!+: (30.5)871 -15J1 WALTER A. TIWT Jr. P. E FLORIIM Lk. 44167 M/ MAR /N SEPARITAJN 'S' BE WEEN GLASS AND SHUTTER FOR A GIVEN sHUTJER SPAN 2' FOR SHUTTERS INSTALLED WHIN TIE FIRST ABOVE GRADE OF A Mei Buxom' 30' -0' ELENA710N SHKL BE MEASURED AT BOTTOM OF SNUT7ER SEPARATION 'S' 70 BE MEASURED AS INDICATED- ON SECTION D. SHEET 4 OF 10. HIGH WINDS SHUTTER Anil / RESIDENRIL Dom* ACCORDION SWIM? SHIELD SHUTTERS (A55, / 127) 7272 NW 25th STREET. A6LW4 FL 33122 ale Ns 2 TABLE t: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU LDING CODE DATE a • s BY iC /.' ".✓7J�.1� PRODUCT + • OL DIVISION ' • BUILDING CODE COMPLIANCE OFFICE. ACCEPTANCE NO.OI - 091/- Q S • ▪ tr _ 1 •aas/w 01 11 .1 1 MIAMI -DADE COUNTY AS SHOWN SCALE 7/14/99 DATE 99 - 222 DRAWING No SHEET 6 OF 10 • • • • • • • • • • • ••••.. •• .• • • ••.••. •••• • • •••• .•.... • •..••• •• • • • • • • • • • • •••• •••• •••• • •• •. • • • • • • ...••. • •• • ..•... • • •••• • • • • •.•••. • • •••.•. • • • ...... .•..• • . ••••. • • ...... • • •..••. • • ...... ANXBItAI/ DESIGN LOAD . 1Y' (pal.) AN12MUM SINTER sp,w "L" (ft) - .#4949.41104 sEPH1.41A01V -s." 10 CLASS (in.) . AM/VAI70 M (n 'S' _ • 880 8 -11' 3 7/8' 3' 87.5. • 8-9 ' j . 3 7/8' J' 90.0 -- - 8- 5•_.-.._ 37 /B' -- -.. J . -. -._ 92.5 8' -3 ' , i 3 7/8 5 95.0 8 -1' 3 7/8' t 37 97.5 7-10' J 3/8' • 3• 700.0 Y-8' _- -- J 3/8' . 3• . . 102.5 r-6'__. 33/8 3 105.0 • 7 3 ' 3' 107.5 7-1' 3 3/8' 3' 110.0 6 3 3/8' 3' 1125 6 -10 . 3 3/8' J' 115.0 6'-8" 3 3/8' J' 117.5 6 -6' 3 3/8' 3' . 120.0 8' -5' J 3/8' J' 1225 • 6 -3' 3 3/8' 3' 125_0 6 -1'' J 3/8' 3' 127.5 6' -0' 3 3/8' 3' 130.0 5 -11' 3 3/8' 3' 132.5 3 -9" 3 3/8' 3 1350 5•-8' J 3/8" 3' - 137.5 5 -7' .3 3/8' 3- 44;9534041 . - 0 ' (v.:j.) ........ ______ M4X1AAIM STARTER • SPAN . (n) ........... . _.__- __-_._- MINIMUM SEPARATION S' 10 MASS (in.) AM/VAI70 M (n 'S' _ • • .. .. -. - ��.. .... -. _ Mme. - .-_..- 40.0 12 7425 5' -4' .3 7/8' 3' '42.5 11 -11 3 .3/8' .3' 37/8' 3' - 45.0 - --- "7 I 1 - 3 T/g'_. 3 ' 47.5 ? - t# -7' . -.-- • - 3 7/8' 3' 50.0 11 =5' . _ - ' - 3 7 /8' 3 " _ 525 • .77-3' 33/8' > 3 7/8'; J' - 550 ' 11 -1' 165.0 4' -8' 3.7/8' 3' .. 57.5 , 111-10'• . • 3 7/8' - 3' 60.0 - 10-7' 772.5 4• -5' 3 7/8' 3' 62.5 10'-4' 3 3/8' .3' 3 7/8' 3' 65.0 10 -2' 180.0 . 3 7/8' . J' 67.5 10 -0' 3 7/8' 3' 70.0 9' -10" 3 7/8' 3' 72.5 9'-8' 3 7/8' J' 75.0 9 -6' 3 7/8' 3' 77.5 9'-4' 3 7/8' 3' 60:0. 9 -2' 3 7/8' 3' 82.5 9' -0' 3 7/8' 3' OIESIG N LAID W (P.a.E) kA1M/M Ag SHUTTER SPAN 1" (2) MINIMUM SEPARATION S' 10 MASS (in.) 3 140.0 - 5 -6' 3 3/8' 3' 7425 5' -4' 3 �/B- 3' 145.0 - 5 -3' 3 .3/8' .3' 1478 3 �/8 3' '150.0 - 5'=1' 3 3/ ' 3' 152.5 5'-0' • . 3 3y8' . . .3' 755.0 4' -11' 3 ' 3' 157.5 4 -10' 3 .7/8' 3' 160.0. . 4' -9' 33/8' 3' 162.5 4' -8' 33/!9' . '3' 165.0 4' -8' 3 3/8' 3" 167.5 4'•-7' 3 3/8' 3' 170.0 ' 4 3 3/8' 3' 772.5 4• -5' 3 3/8" .3' 175.0 - 4 -4' 3 3/8' .3' 177.5 4' -4' 33/8 ,T 180.0 4 ' - 3' SHUTTER soul 1' (a.) MINMUM SEPARATION '5' LEES OR EQUAL TUAN 8 -0'- 3 .3/8' A8' -0' 10 12' -0' 3 7/8' •. • •• • . . • ••• • • • • • • • • • • • • •• • • • • • • • • ••• • • •• • • - .. • :A((AXIAlUA it:SlGN •,P# SSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. •.• •:• ••• (VALID FOR SECTION B & Ell ON SHEET 2. OF 10). DESIGN PRESSURE 1I��77NP. CORRGSPO»IDS ONLY 70 NEGATIVE . PRESSURE (SUCTION).. LOADD.% IN ACCORDANCE W171 ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. 7F NEG4 P C If4L I GOL7RLY WITH 7HE REQUIRED PRESSURE FOR THE OPENING THE POSITNE PRESSURE WILL AUTOMATICALLY OUAUFY AND' NEED NOT TO BE CHECKED. • • • • • • • • • . • • • • • ••• • • • • FOR SHUTTERS IVSTAL.IED WHIM DE FIRST 30 -0' ELEVATION OF OVUM. . SEE TABLE 1 FOR MINIMUM SEPARATION 10 MASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE •. FOR SHI/T1ERS INSTALLED ABOVE 30' - -0" ELEVATION or BUILDING. MEASURED AT BOTTOM OF SHUTTER 1 / / Thi NC \ . 71LL1T TES7110O * E1 1t4EER/N0 COMPANY SSMC! /IOC Mak 5t, Sla 117. MGM GVR004 FLORew 33165 Nam . 00:9671 -1305. Fax : 005)671 -1551 WILIER A. TAUT Jr.. P. E. FLORIDA Lic. / 44167 TABLE 1: MINIMUM SEPARATION ' EtE7WEEN MASS AND SHUTTER FOR A GIVEN SHUTTER . SPAN 1' FOR SMATTERS INSTALLED 17RNN THE FIRST 30 -0' ABOVE GRADE OF A GIVEN BL tA'NG. 30 ELEVATION SHALL BE MEASURED AT 601701/,01 SHUTTER SEPARA170N '5' 70.6E MEASURED AS INDICATED ON SWIM A SFIEET 4 OF 10. HIGH WINDS SHUTTER ASST / AEADIOflw BERM. ACCORDION 9AIr1ER SHIELD SHUTTERS (Ass./ 127) 7272 NW 25th STREET. MI414 FL 33122 r APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE • /2 zo BY PRODUCT .' NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. O( O`i 0. 7/14/99 MIAMI - DADE COUNTY AS SHOWN SCALE DATE 99 - 222 DRAWING No SHEET 7 OF 10 •• . • • • • • • • • • • .•0.0. 0• •• • • 1 0•••. •0• • • •... . • 1 ..... •• • • • • • • • • • •00. ••.. • • ••.. • •• .• • • • • • . .1000. • • • ...... • • .1•••. • • • .•.•.. .0100 .....• • • 011S•. • • ..01.. • • 0..11. MAXIMUM DESIGN LOAD w. (P.s.f ) - A Al. C 5 4 AL C maths it 9 It WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (T0 CONCRETE) WALL MOUNTING INSTALLATION AT 70P OR BOTTOM (TO MASONRY & CONCRETE) CEILING • & FLOOR MOUNTING INSTALLATION AT TOP OR' BOTTOM (r0 CONCRETE) NOTE 1 NOM 2 NOTE 3 NOTE I NOTE 2 NOTE 3 • NOTE t NOTE 2 NOTE 3 • . FROM 40.0 70 625 12' 1 f' ',.. D ' . 12' 8' ' 6 1/Y' . T * 5 1/2' 12' . 12' 1? ' 9 1/1' 3 t/2' 4 t/Y' 12' t 1' r FROM 626 70 75.0 12'' 9' a' 11 1/2' 6 1/r 6'. f0' 6' 3' 9' - - • - :e " - -- - FROM 75.1 TO 92.5 12'. • r r 8' 5 1/2' 5 -1/2' 6' 5.' 1r 10' 10' 6 1/2' • ..4' 4' 12' 7 1/2' 7 1/2 FROM 926 70 1200 • 9 1/2 . r - r 5 1/2' _ - 6' . 5 - 12. ._ - 5' 4 - 9 ►/2' 7 1/2` - - .Y 120.1 . 70 180.0 r r - 5 1/2'. .5 1h- . .. _ . _ 5. 5' . - r0' to' - - 4' 4' - 7 t/2' 7 1/Y - ACTUAL E D.= EDGE DISTANCE FACTOR rAPC(W / IALNC NMIN RANT c4LX -1N ( .86 .75 2 1/27 .71 .50 2 .50 - • • .. • . • •• •:• . • • • • • _ • • ••• • • • • • • • • • .• • • • • . • .. • • .• • • •• • • • • • • • • • • • • • • • • • • • •• • •.• ••• • • •• • • • •• ••• •• • • •.•.••• •• ..• • ZAMAC NAIUN TAPCON OR RAWL CALK -1N ANCHOR SPACING LEGEND. . MAXIMUM DESIGN PRESSURE RATING . "W" (p.s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ANCHOR SPACING LErm AID (1) Max ANCHOR SPCG. VALID FOR SPANS OF .5 -0 OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5'-0 TO (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8 7O Max. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE + SEE SHEETS 9 & 10 OF 10 FOUR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FUR E D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY 14UL77PLYING SPACINGS SHOWN ON SCHEDULE BY 7HE FOLLOWING FACTORS. (Min. E. D. FOR RAWL CALK -/N IS 2 1/27. / ECO INC. \ 71LLIT TESTING it ENOINEERsta COMPANY MI5 N.W. Mk. St, St. 277. I 4 GROOM ndml 3310f Mono : ( 71 -11.10 - Fv : (3021271 -1131 WAL7/3? A..1RUT .b P. E FLORIDA Lk. # 44167 MK No 1 2 APPROVED -AS COMPLYING WITH Tfi SOUTH FLORIDA BUILDING CODE DATEOS /Z . Zoo ) BY . /TI W PRODUCT • (NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.OI 0 1. OS MIAMI -DADE COUNTY HIGH WINDS SHUTTER ASSI / IESOOVTNC BeRnM ACCORLVOM suns SHIELD SHUTTERS (ASSA / 127) 7272 NW 251h STREET. IRAK FL 33122 I - a l NIL AS SHOWN SCALE 7/14/99 DATE 99 - 222 DRAWING No SHEET 8 OF 10 •• • • • • • • • • • • •••.•. .• •• • • •••• • .•••.• • •••••. •• • • • • • • •• .• • • . • • • •• • • • . •••• •••• • • •••• .••... • • • • • •.•... • • ••••• • • • •.•... • • • • • . • . • • • ...••• .•.•. • • .....• • • .••... • • OOOOOO .•.. •. • ••• • • • • • • • • • • • 1 1 11 11 11 W000 HE4D131 RETILXRIITT S£E SpffDtILE fiXi -• SEPAR47XIN r 7O GLASS OF DOSING *WOW OR G 0. ALTERNATVE 1 • • •• •• • • • • • ••• • • • • • ▪ •. •• • . • • • ▪ . ...IN STALT4TION DETAIL' ETAILS ON • • • •••• • • . -'. 'X/ 9?'j. ' • WOOD BUILDINGS` • •. • - ••• •:. • • • 4 1 IAG G TO WOOD HEADER /IOxJ's.£.£N.S W / 7 /16- /x LONG !NYLON!_ . (7)R JOP, #fivacio. 11 11 11 11 11. . • •• •• • • • : sue; •,• • • • I. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN HIND LOADS MSS OR £DUAL THAN 75 p.s.L AND 9-O Max SHUTTER SPAN. - 2. . FOR. NEW WOOD FRAME CONSTRUCTION: WOOD - MEMBERS 70 BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. • °M\ I /4• . lAC SCREWS O 6' a G 1 Qn. PENEIR ION IMMI: W/ I - A ro WOOD rEx W /1"-r SSALS -: � yY/ x 6/11' 7 LONG NYLON 8,1.C. 7/157 0 71141 ° MP. iffiERICRI 14 . 1. 20X34' MN HEAD W NUT 22 O. c HEADER REQUIRED SEE SEE SCHEDULE A6n. SEPAR4IJON ^S' 10 GLASS OF DOMING ; MNDOW OR S G 0. ALTERNATIVE 2 WALL MOUNTING INSTALLATION- SECTIONS A SCAM 7/4 — 1 /1 it1E ,C.\ rnur 7ESINVQ ! ENGINEERING COMPANY eow U lee► .. sea xin Nt_ Owoom flORI 4 =tee Peony : 00007I —t67e . taw : (707)671 -1551 WALTER A. 71L1/T Jr.. P. E: FLORIDA Lk. / 44167 NOTE FOR COMBINATION OF SECTIONS : WALL,/FLOOR/CEILING MOONING SECTIONS CAN BE' COMBINED IN ANY WAr 70 SUIT ANY I NSTALLA770M CLASS OF DOMINO WINDOW OR S G DL if 14 x 3/4' S S SYS06 0. ALTERNATIVE 3 HIGH WINDS SHUTTER ARM / txsaEMML WM* NX0R01011 S M/11Dt SHIELD SHWTERS (ASSA 4 127). • 7272 NW 25th STREET. AMU, FL. 33122 10xr 716'Ix7/6• BUSIIN . (7)p. 80TRIA1). x 4 x lir Ma) 8063-13 Arm WEE (Cork) W/ (2) 1/4' • x 4 LAC SCREWS EACH =JD (uO1D1H OF STUD) MO W/ "Y AA'n. PENETRATION AVIO Emma OUR our eqi APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE OS L9 /iool BY .�i_d✓ 1f11, - PRODUCT • 0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O I - MX No 4 moornow tyro 1 MIAMI —DADE COUNTY AS SHOWN SCALE 7/14/49 DATE 99 — 222 DRAWING No SHEET 9 Of 10 •• • • • • • • • • • • • .•.... •• • • ....•. •••• • • •••• ...... • •.•... •• • • • • • • • •• •• • • • • • • ...•.. • • • • • ••• • :•- • ••• ••• • • '••• • • •. • ••• • • • - • • • .• • ••• • • • •• • • • • • • •. , •: • • • • • • • :. INSTALLATIONS )gThI • ' : ff EXISTING WOOD BUIWINGS • • • • •••. : ••• •• •o • • 11 11 11 11 MASS OF DUSTING M1hgOW 0R S. a a 14x /4 -S S S. K soraa 8 a ALTERNATIVE 4 1' x 4' x 1/8" (pSn:) 6063 -75 Atm. TUBE (Cont.) W/ (2) 1/4' I 34' LONG LAG saw O EACH STUD (AKOMOTH OF STUN AND W/ 2• Mn. . PFNE»R4710W PRO DUSTING SR.OI • • • 1-lOr3/4'SSS OR 3/16' % Akin, POP RIMS • tra a S. W/7 IX 7� LONG NYLON / 1013/4'S. aa & OR 3/16'41 Num P. QP . RIMS • 12' a C. HEAD PHILLIPS S BOLTS W/ NUT & RASHER • 12- a C. WALL MOUNTING INSTALLATION - SECTION A SCALE: 1/4" = 1" • ALTMAN FASTENER „ LWOW /10x3/4'£ &S IL S OR a/16't0. Aunt . POP RNETS-l...tir•a II kvase 11 1$ -- 11 .42 /r0x3'SSSK 11 ry S 7/r6.' o.' x 7/e i I J LONG WON B 7yp.7DP ! BOTTOM( D11ERIOR. & BOTTOM. INTERIOR. /10x.1/4'£ SSMS. OR. 3/16 0 Aktm. POP RNE7S • 1r a' C. 2- x 6' WOOD DECK REQUIRED (NO RNISV ALLOWED) 1/4' I LAG SCREWS W/ 1 1/2' 36n. PEIME7RI7/0N • 6' a G CEILING & FLOOR MOUNTING INSTALLATION — S E C T I O N B SCALE :: - 1/4" = 1 " NOTE : WALL,/FLOOR /CEIUNG MOUMING SECTIONS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. NODS: 1. INSTALLATIONS ARE ONLY VAUD FOR INSTALLA11ONS WITH DESIGN WIND - LOADS LESS OR EQUAL THAN 75 p.s.f. AND 9' -0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ' MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. / 1ic NC.\ L 7 LIJT TE STIINO t ENOM EERU40 COMPANY SSW KW. JOWL St, Sta. 217. MORN CARDO L AOR04 33100 H.... : (207)I7? - 1330 . Am: (3R!)en -fast WAL7ER 4 7TUJT Jr. P. E nom a4 Lk.. / 44167 if 14 r' J/4• SS SILS. • Vaa I 7 U SEE Sd1EDE RJR Mn SEPARTDQN 3 0 CLASS DOb7PPG VI DOW 0R S. a a / 14 x .1/4' SS S. KS •ra c. • 1 - x2 - 11 M ANN ALLOY) me w . 11 I1 11 I I u II II I I 1 1 u 3 1' x 4' it t,8 - [ ) 6063 -�75 / Al�um.. Ji/BE" IAG SCR O LONG R4f7ER . 0R' TRUSS LOG47E OF "c333444. NOW) 2 AArm PENE1RA . 1 1013'S SIK S MM / /t5/5 LONG 7 r . 110P (Nf7ER10to • 4 8 1 4' 1 E7 Q0 ai4LE - woo. 4H7F w/ F r 7/0 1Bn. ___- -- PovETR47Tary i 6' a G =MG & 1 MOUNTING INSTALLATION - SECTION DI SCALE: 1/4" = 1" HIGH WINDS SHUTTER 15114 / RES/00/7141. BOU M .40XMa. swum, SHIELD SHUTTERS (ASS4 / 127) 7272 NW 25th STREET. MZ4MI. ft. 33122 MY. w 4 7 1Ir7�.LDNG' 7Y1 TOP. a TiOMl BOTTOM (M j 10 x 3/ S S S K S • 12' 3t 6' WOOD 1 DECK REQUIRED (N0 FINISH ALLURED) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA : ILDING CODE DATE � ?9 . a00 J BY , PRODUCT + 3 • OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOb - 0 /1.o5 MLAM / —DADE COUNTY AS SHOWN SCALE 7/14/99 DATE 99 — 222 DRAWING No SHEET 10 OF 10 ... • • •••• • • • • • • • • • • •. • • • • • .• • • • • • • • ••• • •00• • . • • . • • •. •. •• •• • • • • • • •.0• • • • • • • •••• • • • • • • • 0000 • 00 • • •