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WINDOWS/SHUTTERSOwner's Name and Address Joan Prunty ( Building Insp or Chairman Member Member ...... Council Approved NOTE: A charge of $1.00 will be made for the Planning Board. A re-inspection fee of 31.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION 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. Registered Architect and /or Engineer Name and address of licensed contractor IT • 1 • Location and legal description of lot to be built on: 11 & 12 52 'iores Iiar:i S Sec. 2 A11) Lot Block Subdivision .._ Street and Number where work is to be done _..v.,.....fA..._ 5 _ Street State work to be done and purpose of building (by floors) one family re��,d G� —,,,.. _a.ain.t ...eyte� and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1 t P 6 0 • 89 Amount of Permit P 2- Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot 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 x`• 7. "Tason, Inc.c 7670 N. °1. 53 Street The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libor under the 'Florida Workmen'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 subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks PLANNING Inc, making corrections or changes to this Date. July 1 7 . .__... No 377 176)Street .02�v' L :5 St. a (Signed) . STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 11. Ea 1 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. Pr .5.ida:l of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state e .. Permit No.____. O � Z Date •/ 7..- Read, y;.rn to and $ubsd fore me. Disapproved (Signed) Notary Public, State of Commission Expires ARD DATE Member Member Member ...._ Date Disapproved Date application after approval has been obtained from when such re- inspection is made ae.cmsary by improper notice for inspection or faulty 305 638 8634 Jan 23 06 11:30a Willard Shutter NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Y Y - " TAX FOLIO NO. I 1 32_0(z) o 14-0470 STATE OF FLORIDA: COUNTY OF MIAM! -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 1. Legal description of property and street/add ress: 402— A G 9S F )-(i 4-w■ , Lro,t, t -_,: ".3.3 13 $ g ?zozzs & C:^ . 2 P6 /0—a c 1 f 2 !c. ` 2 2. Description of improvement: -1-.- s CI A- Z4(' )C; csl+u 3. Owner(s) name and address: Amount of bond $ 6. Lender's name and address: Sig ature •-f 0 int Owner's M Sworn to and subscribed before me this 3 day of Notary Public Print Notary's Name My commission expire` 305 638 8634 p.1 1 1111111111111111111111111 111 1111111111111111 CFN 20068 OCc: 341 2 OR P4 24135 r''9 0122; ins) RECORDED 01/11/2006 11:42:1.3 HARVEY RUVINr C:LEM: OF COURT MIAMI -LADE COUNTY: FLORIDA LAST PAGE Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: wr 1(4.to:i C5tl f✓ 2cc • 442-0 ti t..i: 3S C :. f=L.. .334.Z_ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners 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 dill jnt date is specifi -d ei' 0 .� •a20 W /�J Nr COMMISSIONN N, wRl' ¢ DD093401 Np MY COMMZSION E(PSFI S � o 0 MAR _4,2006 ,200 4' Address: -4-4- c.1..3 `L- 1..f 1= L 3 3 c 4 Z Prepared by t 1 � - t2- Issue Date: 1/10/2006 Owner's Name: BRUCE BROWN Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 402 95 Street NE Additional Information Miami Shores Village, FL 33138- Comments: INSTALL 17 OPENINGS OF ROLL UP TYPE SHUTTERS Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/06/2007 Contractor(s) WILLARD SHUTTERS Phone 305 - 633 -0162 Primary Contractor Yes Type of Work: SHUTTERS No of Openings: 17 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -06-47 Phone: (305)758 -1303 1132060140470 Lot: PB: Total Square Feet: 0 Total Valuation: $ 14,564.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.00 $3.00 $270.00 $9.00 $6.75 $297.75 Invoice Number WS -1 -06 -23373 Total: IRAN 2 3 PAID c_ 814 Amt Due $297.75 Amt Paid Zq1. 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. 'Inspection Number INSP -16821 Inspection Date: 05/11/2006 Inspector: Grande, Claudio Owner: BROWN, BRUCE Job Address: 402 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: WILLARD SHUTTERS Building Department Comments ay 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph : (305)795 -2204 Fax: (305)756 -8972 o re Block: Permit Number: WS -1 -06-47 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -1303 Parcel Number 1132060140470 Lot: Phone: 305 - 633 -0162 Page 2 of 2 S� Passed L / 04° Inspector Comments 4-e_Yticer_40 61-T .es,c4A7 1/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number INSP -16821 Inspection Date: 05/11/2006 Inspector: Grande, Claudio Owner: BROWN, BRUCE Job Address: 402 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: WILLARD SHUTTERS Building Department Comments ay 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph : (305)795 -2204 Fax: (305)756 -8972 o re Block: Permit Number: WS -1 -06-47 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -1303 Parcel Number 1132060140470 Lot: Phone: 305 - 633 -0162 Page 2 of 2 James Rodgers,DPA.,P.E. Consulting Engineer 4101 SW 139 Ave. Miramar,F1. 33027 P.E. # 7405 To: Miami Shores Building Department 10050 Northeast 2 " Ave. Miami Shores,F1. 33138 RE: Permit #WS0647 (Bruce Brown -420 NE 95 St.) This Letter Is To Confirm That The Installation Of Hurricane Shutter Located At 420 NE 95 St. Miami Shores Meets The Florida Building Code Accepted By Dade County. All Fasteners Are Installed As Per Product Approval. MAY 0 9 2006 nspection Number: INSP -5364 Inspection Date: 02/28/2006 Inspector: Grande, Claudio Owner: BROWN, BRUCE Job Address: 402 95 Street NE Project: <NONE> Contractor: WILLARD SHUTTERS Building Department Comments Monday, February 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Block: Permit Number: WS -1- 06-47 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -1303 Parcel Number 1132060140470 Lot: Phone: 305 -633 -0162 Page 1 of 2 Passed Inspector Comments V i (' b...) oa_ -e ms , /i - ! t-t' iso n ��� 74 ��rketac '�. . • # Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -5364 Inspection Date: 02/28/2006 Inspector: Grande, Claudio Owner: BROWN, BRUCE Job Address: 402 95 Street NE Project: <NONE> Contractor: WILLARD SHUTTERS Building Department Comments Monday, February 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Block: Permit Number: WS -1- 06-47 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -1303 Parcel Number 1132060140470 Lot: Phone: 305 -633 -0162 Page 1 of 2 r 4 , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I +. . BUILDING Permit No. -06-4 3- ,., PERMIT APPLICATIQN - j Master Permit No. FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City, Tenant/Lessee Name Electrical ! Plumbing Mechanical Roofing //( )L, Phone # 5 /76 er drier: State / Job Address (where the work is being done) City Miami Shores Village Is Building HIistorically Designated YES Contractor's Company Name tA/t t /81Li) 5 J v t4cL'i _ Q? U, Phone # (3U`.) 633 i G L Contractor's Address 44Z u L LL.: 35 L4- City „A--41 u .-4 State r L Zip 33 i4_2___ Qualifier VJt / /tllAA (.. CI /a.zk- State Certificate or Registration No. Certificate of Competency No. /.3 Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit '1, S64. Type of Work: ❑Addition Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: .+- -' s 7' q!/ 1 (,7PC-LS Code Enforcement $ Total Fee Now Due $ 2 - 3 - S (Continued on opposite side) Miami Shores Village Building Department 7 ©r A. .).0 Zip 9 '3 Phone # County Miami -Dade NO Zip Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ . Permit Fee $ ZZ O • CCF $ CO /CC r� Technology Fee $ . Scanning $ Q. n►�l Radon $ Zoning Bond $ Notary $ / Training /Education Fee $ 3. 00 Structural Plan Review. $ 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. 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law . ochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature day o chc 05/13/03 iucra APPLICATION APPROVED BY: _A G'.. Sign ner oi(Age' The foregoing instrument was acknowledged before me this 3 20 , by ON L ara oc...1 . , who is personally known to me or who has produced O As identification and who did take an oath. „*A4 c4 R. 4,200 Sign: Print: ; Il Q My Commission Expires: D0093401 o ' 9�� �� MY COMMISSION EXPIRES .. * * * * * * * * * * * * * * * * * * * * * * * * ** ** ph � *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Contractor The foregoing instrument was acknowledged before me this 3 day o9Ar✓vr+ -A5/ giv , 20 D 6 by GO. at� E who is pers pally known to me or who has produced ially k / wn to me or who has produ �G },s6 N 9•�f � 7 NOTARY PUBLIC: as identification and who did take an oath. Sign: Print: My Commission Expire * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** *** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** D Cv � LEROY E FACKLER ~'fi x COMMISSIONNUMBER •.r,qP a DD093401 MY COMMISSION EXPIRES * iF#J��i * * * * * *.A**tiw * * ** Plans Examiner Engineer Zoning NOTE: NOT VALID WITHOUT PROJECT INFORMATION AND ENGINEERING SEAL CONTRACTOR • INFORMATION • WILLARD SHUTTER COMPANY, •. Inc • • 4420 N.W. 35t Court Miami, Florida 33142 Tel: (305) 633 -0162 • • • • Fax :(305)638 -8634 • • • - - • ... PRQJ T IN , CUSCOME$ :.4 • -V 6,c-mfr ORjv4ATION SEAL Q • , i. ad - JAMES RODGERS JAMES 7405 • •: : • • • • • • S?I•SET: 0 O.G �� ..7 CITY: MIA-M \S OQt.GS t L. • • • • • • • • 3 • 313Ej • • • .• • .• • • -• • • • •• • • JAMES RODGERS, DPA., P.E. CONSULTING ENGINEER 4101 S.W. 139 AVE. MIRAMAR, FL. 33027 P.E. #7405 CITY C I' GENERAL NOTES: ASCE 7 -98 FLORIDA BUILDING CODE 2001 WIND LOAD FOR WALL CLADDING- SHUTTERS AND WINDOWS RESIDENTIAL & COMMERCIAL (I =1- Category II) MEAN ROOF HEIGHT NO GREATER THAN 30' DADE COUNTY VELOCITY: V =146 MPH — EXPOSURE: C DESIGNED PRESSURE: +63.2 PSF AND -84.7 PSF WS 01 41 I ..1 t) 2M6 1. THIS LETTER MAY BE USED TO PROVIDE THE WIND LOAD PRESSURE WHICH IS APPLICABLE TO A SPECIFIC PROJECT,PROVIDED THE PROJECT DATA BELOW IS PROPERLY AND COMPLETELY FILLED BY THE CONTRACTOR AND VERIFIED BY THE CITY AUTHORITIES. 2. PLEASE,NOTE THAT JAMES RODGERS HAS NOT VISITED THE JOB SITE. CITY INSPECTION IS REQUIRD TO VERIFY THE INFORMATION PROVIDED BY THE CONTRACTOR. 3. THE SIGNATURE AND SEAL INDICATED ON THIS LETTER ARE ONLY APPLICABLE TO THE CONDITIONS HERE IN THE DESCRIBED.DO NOT USE THIS SHEET IF THE SITE AND PRODUCT REQUIREMENTS VARY FROM THE PROVISIONS. 4. PRESSURES LIMITED TO: ENCLOSED BUILDING ONLY,WIND DIRECTIONALITY FACTOR: Kd =1.0, EXPOSURE "C" COEFFICIENT: Kh =0.85, TOPOGRAPHIC FACTOR Kzt=1, TRIBUTARY AREA OF 10 SQF OR GREATER, ANY ROOF SLOPE. 5. WIND PRESSURE ARE VALID FOR WALL CLADDING ONLY. 6. PRODUCTS APPROVALS ADEQUACY TO WIND LOAD CALCULATIONS NOT VERIFIED BY JAMES RODGERS DESIGNED RATING MUST EXCEED PROVIDED POSITIVE AND NEGATIVE LOADS. WV • • 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • • MEAN RODS- HEIGHT Roof Slope :7' 'V"; : TT EFCSCH EDU L'El.,,Mr'?e # Width Height Zone Product Anchor • • • DESIGN # Width Height Zone Product Anchor 1 60 s3 -60 Af de-de c i s 11 ,5"(z) 2a 4 60 Rol/ a P 4' si; - 2 12 13 5 3 Z 8 4 5 4; 4- b.1 Ae,e4 ad/ t e 60 2/44 Rodu? 3 NI EIM101111111PAII 14 .5" 2- 1 ic- 4j ,,..frce god Li 4&. rialmmimmentos / "Ii....> /24// a 9 ';',,.., k r �.�� �..,x ,ra.�, 15 ( 41 4 0 446( Zei/b -Va. 6 37 16 .5* 2. 49 44 6 04 'a/ 44 7 a 1 h, ,,,, / 0..,,,, 20 , • , 17 3 lYt., 4 9 4- O / 8 3 , ,.. ,14 : a 18 9 31 4 ) 4 .4o iza 0 p 4 / 19 10 6 O .53 4. ...4.4, 4.0 44-ti R ,,,p -6/6 20 1 , - CRITERII(DATk; Mean Roof Height: Exposure: ( Roof SI•ape:. ito :DE .. .. I /5. .. • ElevatTom • End Zirrer•• 7 ''.• • . . • :MIND CHART./.4c...1 • • • DESIGN PosiCvs: 3 .7.....* •0•., 040000 tlq,g Int Zorn:, Ncigative.End ZOgq:..fbief- .•-7, • • . • WILLARD - SHUTTER COMPANY INC. Customer: - azucc- v • 402- IV 6 95 A.4:4.44', .5h ages 33 /.3E, • Date: / 2 /' ge)0S Order #: COS: Color: M I A M IhDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Willard Shutter Company. 4420 N.W. 35 CT. Miami, FL 33142 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 Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Roll -Up Shutter APPROVAL DOCUMENT: Drawing No. 04 -085, titled "60mm Slat Roll -Up. Shutters ", prepared by Tilteco, Inc. dated 06/29/04, with no revisions, sheets 1 through 14 of 14 including 5A, 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. 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 herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to 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 entirtNO3 SAaj112eprgvi3leli •to the user by the manufacturer or its distributors and shall be available for inspection a. the o1 si a at ihi gdest of the Building Official. This NOA is an associate of ASS/ft/0340113 and•consi!ts•of this page 1 as well as approval document mentioned above. The submitted documentation wa bye . Font, P.E. • • • • .• ..•.. • - • •.• _ • • D9 O • • • • • • • • • • • • •... • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 04- 0714.07 Expiration Date: September 9, 2009 Approval Date: September 9, 2004 Page 1 Willard Shutter Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A DRAWING 1. Drawing No. 04 -085, titled "60 mm Slat Roll -Up Shutters ", Sheets 1 through 14 including 5A of 14,prepared by Tilteco, Inc., dated 06/29/04, with no revisions on, signed and sealed by Walter A.Tillit Jr., PE. B TEST 1. Test report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202, of "Series: 60mm; Aluminum Roll Up Shutter ", prepared by Fenestration Testing Laboratory, Inc., Report No. 2751, dated 08/24/2000, signed and sealed by A. Acevedo, PE. 2. Test report on Large Missile Impact Test per PA 201of "Aluminum Storm Bar ", prepared by Fenestration Testing Laboratory, Inc., Report No. 2760, dated 08/31/2000, signed and sealed by A. Acevedo, PE. C CALCULATIONS 1. Comparative analysis for slats; storm bars, headers and anchors using rational analysis dated 09/14/00, pages 1 through 167 of 167, prepared by Tilteco Inc., signed and sealed by W. A. Tillit Jr., PE. on 04/06/01. D MATERIAL CERTIFICATION 1. Tensile Test Report No. 13974.0001, per ASTM B 557, prepared by ATC Associates, Inc. dated 09/20/00, signed and sealed by S.E. black, PE. E STATEMENTS 1. Letter of Code Compliance issued by Tilteco, Inc., on 04/04/2001, signed and sealed by W. Tillit Jr., PE. 2. No- financial interest letter issued by Tilteco, Inc., on 04/04/2001, signed and sealed by W. Tillit Jr., PE. 3. Test compliance letter issued by Fenestration Testing Laboratory, Inc. on 04/30/2001, signed and sealed by A. Acevedo,' PE. 4. Relinquishing test letter issued by Weather Guard, Inc. on 04/06/2001, signed by D. D. Thomas. 5. Advise of purchase letter issued by American Shutter Systems Association, Inc, on 04/09/2001, signed by W. Feeley. 6. Acknowledge letter issued by Willard Shutter Company issued on 06/24/04 and signed by W. E. Clark. 7. Release letter issued by ASSA Inc issued by 06/28/04 and signed by L. Santana. •• ••• • • • • • •• • • • • • • • • • .• ••• •• • • • .. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • •. • .. • • •• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • •. • •. • • • ••. • • • ••. E -i • • • • .. Cand t o F. Font, P. E. Senior Product Control Examiner NOA No 04 -0714.07 Expiration Date: September 9, 2009 Approval Date: September 9, 2004 Max. SLAT SPAN Max. MULLION SPACING Max. SLAT SPAN (SEr SCHEDULE) W-1 (SEE SCHEDULE) , • NOTE SEE SECTIONS ON SHEET 4 THRU 7. •• ••• • • • or • • • • .••• • • • • • • • • • • • • • • • • • • • • • • • • ••••• •••• • • • •• ••• ••• • •• • •. • • • • • • • ••• • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE SEE SHEET 2 & 3 OF 14 FOR COMPONENTS NOMENCLATURE • TYPICAL CONSECUTIVE SINGLE UNIT ELEWnRAV WORO:BARS REQUIRED) NOTE SEE SHEET 2 13.OF 14 FOR COMPONENTS NOMENCLATURE. Max. STORM BAR SPACING (SEE SCHEDULE L / ® ® OR (TOP.) ©0 0 R MP) (TOP. Eo. END) • • Max. • SLAT SPAN (SEE SCHEDULF) Mot. STORM BAR SPAACNG (SEE SCHEDULE;) APPLICABLE ' WS TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE~ SEE SHEET 2 & 3 OF - 14 FOR COMPONENTS NOMENCLATURE ' Max. HEADER SPAN & Max. MULLION SPACING (SEE SCHED • W -2 R' 1. ROLL-UP SHUTTERS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN GESICNED N ACCORDANCE / FM THE 2001 EDITION OF THE FLORIDA BUIIDNG COLE • DESIGN WAND LOADS SHALL BE DETERMINED AS PEIt SECTION 1619 OF THE ABOVE MENTIONED CODE FOR A • © BASIC MUD SPEED OF 148 m.p.H., AND N ACCORDANCE W/ ASCE 7 -98 STANDARD ' ROLL -UP SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14S BEEN VERIFIED N ACCORDANCE WTI • SECTION 1608.1.4 OF THE ABOVE IEMIONED CODE AS PER FENESTRATION TESTING LAEL REPORTS / 2751 I • 2780 AS PER PA -201. R4 -202 & PA -203 STANDARD.• •-�� 3 rr 2. ALL ALUMINUM EXTRUSIONS SMALL t>E 6083 -1d ALLOY (IIHLE3S OTHERWISE N01ED). - t mia 4 O --R • • • W-2 JUTf3 - 0 2004 ®00R® Cont., / TYPICAL CONSECUTIVE MULTIPLE UNIT E1A T1ON (STORM BARS REQUIRED) NOTE SEE SHEET 2 & 3 OF 14 FOR COMPONENTS NOMENCLATURE, • IL EC O INC ., TILLIT TESTING & ENGINEERING COMPANY 83W ALPO =us. St.. Ma 217 - maw ova= fi JJ166 P6mr : (305)671-15X . Fur : (300 071-15.31 E8- 0006719 WALTER A MDT Jr.. P. E FLORIDA Lio. 44167 ALL SCREWS TO BE STAINLESS STEEL .304 OR 318 SE05S W/50 la1 YIELD PONT AND 90 /al TENSE STRENGTH OR CORROSION RESISTANT COPIED CARBON STEEL AS PER DIN 50018. - 4. BOLTS TO BE 2024 -T4 ALUMNAE ALLOY GALWUA2ED OR STAINLESS STEEL NM 38 ka1 MINIMUM VELD PONT.' S STORM BARS AT FLOOR 0R CEILING MDUVTNQ INSTALLATIONS WY 8E REMOVABLE AT NON HURRICANE - CRN 0111011 HOWEVE% SAW STORM BAR SHALL BEAR A PERMANENT LABEL N A WERE PLACE WITH A WARNED - NOTE 96TRUCTNG THE TENANT 0R OWNER TEAT S►ONM ESARS LMUST BE INSTALLED MI CORRESPONDING ' HARDWARE DURING PERIODS OF 7I 4(45 MARNlVG.AND THAT ROLL UP SHUTTERS WILL NOT OFFER h7JRl?'CAEE • PROTECTION muss All S10RM Ems ARE NISTALLED AS (ERECTED. • 8. REMOVABLE STORM BARS SHALL 0E STORED N A CONSPICUOUS PACE W11H EASY AND IMMEDIATE' ACCESS SO ' THAT THEY CAN BE REACHED AND INSTALLED AMY 76E (HURRJCANE CONDITIONS OR SLATS ARE ROLLED • DOM THE EFFECT OF THE SLATS ROILED DOW WITHOUT STORM BARS 1S; THOSE SLIMS W8L SLIP OUT OF ' TRACK DUE TO DE DEFLECTION CAUSED BY WFD FORCES. - 7. ANCHORS TO WALL FOR SIDE RATS & BOX CONNECTION SHALL BE AS FOLLOW (UMESS OTHERWISE NOTED) 4) 7O Dams POURED CONCRETE • - 1 /4' 0 TAPCON ANCHORS AS MANUFACTURED BY LT.W./BULDEX OR ELCO TEXTRON. '• NOTES: • A.1) 1111816111 EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 8E 1 3/4' NO EMBEDMENT IMO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED EMBEDMENT. • A.2) N CASE THAT PAST STONE PRECAST CONCRETE FAN8L.% OR RAVERS BE FOUND Ow THE E70;STINO WALL OR FLOOR ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAN STRUCTURE - WIND SUCH PANES (B) 70 Exisnt0 CONCRETE BLOCK TALL: • - 1/4' 0 TAPCON ACHO TSB AS MANUFACTURED BY LT.W,/BLADFX OR ELC0 TEXTRON. NOTES • ELI) MNI UM EMBEDMENT OF TAPCON ANCHORS. INTO THE CONCRETE BLOCK UNIT SNAIL BE 1 1/4' - a2) N GCSE 7Jiaa PRECIS?' SCONE moor CONCRETE PWEZS, OR PAVERS BE FOUND ON THE EXIS7NG (BALL QR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE - BEHIND SUCH PANELS - ANLHIORS SHALL BE INSTALLED FOLLOWING ALL of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER.-- - (0) (D) ANCHORS REQUIRED FOR STORM BARS HEADERS d' MULLION. CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 5 54, LL & 7 OF 12 RESPECTIVELY. • POWER BOLTS & CALK -N ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENING. INC. MINIMUM EDGE DISTANCE AND SEWING FOR ABOVE (MENTIONED ANCHORS SHALL BE AS • INDICATED BELOW OR AT ABOVE *474170ND) SHEET, WHICHEVER IS LARGER (MORE CRITICAL).. DISTAN ANCHOR 3/8'0 POWER BOLT 3 3 4 ' EDGE 1/4 I E ' 2 .1 2 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 NERDY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 10 INSURE PROPER ANCHORAGE • 9. (A) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY 718S ENGINEER IS GENERIC AND DOES NOT • PROVIDE NFORMA7JON FOR A SRE SPECIFIC PROJECT I.e. WHERE THE SITE CONDMONS DEVIATE FROM THE P.AO.• (B) CONTRACTOR TO BE RESPONSILEE FOR THE SELECTION PURCHASE AND INSTALLATION - OF THIS PRODUCT BASED ON 11415 PRODUCT APPROVAL PROVIDED HE/SHE DOES Nor DEVIATE FROM THE DETAILED ON MIS DOCUMENT immommummissommumommummE (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED NYAUD IF MODIFIED. ' (0) I J P ENGINEER I WILL BECOME THE PROfESSON OF RECORD (71.0.71) FOR 7115 PROJECT AND WIN PALL BE RESPONSIBLE MR / THE PROPER USE OF THE ,PAD. • (E) THIS PA.0. SHALL COMPLY WITH SECION 2. 81075 OF THE FLORIN ADMNISTRATNE CODE. 10. SHUTTER MANUFACTURER'S STAMP SHALL BE PLACED ' ON THE EXPOSED SURFACE OF DIE SIDE RAIL - APPROXIMATELY 4' ABOVE THE BOTTOM OF SUCH RAIL • STAMP SHALL READ As FOLLOWS - W7UAR0 SHUTTER COMPANY , MAUL MAMA -� COUNTY PRODUCT CONTROL APPROVED. ' 11. ROLL -UP MECHANISM NOT PART OF THIS APPROVAL. BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. • 12. ONCE ALL COMPONENTS HAVE BEEN 011055N. CHECK FOR COMPLANCE WI71 SECTION 1612.1.9 OF THE FLORIDA BUILDING CODE 2001. , APPLICABLE VVFEI V 60mm SLAT ROLL —UP SHUTTER • WILLARD SHUTTER COMPANY - (ASS4 / 180) 4420 N.W. 35th Cr. WAND FL 33142 F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY - a ; ! ; ! 1. ; • e.i;t1tring With iitk 14 f 1Fl •1 1)IIi, iDivuisl AS SHOWN SCALE 6/29/D4 DATE 04 -085 DRAWING No SH£E71 OF 14 / TILLIT TESTING & ENGINEERING COMPANY 6595 AI B: 3a. 51.. Sta. 217 - MGM GPM FL 33166 Pb•n : (305)671 -1530 . Fm : 0 0 0 871 -Ian E8- 0006719 WALTER A. I7LUT Jr., P. E. FLORIDA Uc. 44167 60mm SLAT ROLL —UP SHUTTER WILLARD SHUTTER COMPANY • (AssA f 180) 4420 N.W. 36th. CT. MLML FL 33142 MK w t • Mir MX It 3 crsanFT►6w wa AS SHOWN sCALE 6/29/64 DATE 04 -085 DRAWING No SHEET 2 OF 14 .050" 1 ..315' • 0 TYPE 1 SLAT: EXTRUDED ALUMINUM SLAT • , 6063 -16 ALUMINUM ALLOY SCALE 1/2" = 1" 2.000• 2.000' TYP. 3/8"-16x4 1/2' S.S. '' CAP SCREW W/NUT 24' O.C. STAR71M ' AT 10' FROM To. AND , BOrrOM OF STORM BAR. TYPE 5 STORM BAR: 4" HEAVY EXTRUDED STORM BAR / 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1 ' ® TYPE 1 SIDE RAIL: ' 6063 —T6 Alum. ALLOY SCALE: 1/2" = 1 • • • • • • • • • • •••.• • . • •• • 1/4" q g 7YP. ••• • • • • • • • • • • • • ••• • ••• • • • .140• TYPE 2 SLAT: " EXTRUDED ALUMINUM BOTTOM SLAT " 6063 -76 ALUMINUM ALLOY SCALE 1/2" — 1" ••• • • • • • • • • • • • • ••• • • • :� 3 :YpE 2 ....• • •. 'SIDE RAILS: 6063 —T6 Alum. ALLOY . SCALE: 1/2" = 1" • ••• • • • • • • • • • • • ••••. • .• • • • •• • • •• • / 1/4" / TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063 -76 ALUMINUM ALLOY , SCALE: 1/2" = 1' .3. QG HEADER TYPE 1: ' 6063 -76 ALUMINUM ALLOY SCALE: 1/2" = 1" / TYPE3' SIDE RAIL: 6063 —T6 Alum. ALLOY SCALE: 1/2" = / .000' HEADER TYPE 2: 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = '1" ' TYPE4. ' SIDE ' RAIL: 6063 —T6 Alum. ALLOY sate '1/2" = 7' JUN 3 0 2004 TYPE , 2 STORM BAR: 3" EXTRUDED STORM BAR • 6063 -76 ALUMINUM ALLOY SCALE. 1/2" = 1" / TYPE 3 STORM BAR: 4" EXTRUDED STORM BAR 6083 -76 ALUMINUM ALLOY SCALE: 1/2" = 1" 4.000 HEADER TYPE 3: 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 0.000' (J HEADER TYPE 4: 1/4" TYP. TYPE 4 STORM BAR: 4" HEAVY EXTRUDED STORM BAR 6063 -76 ALUMINUM ALLOY SCALE 1/2" = 1' ' 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1 ° A1 priv, - oti with the Burl. v x/0 NI. /:i is 24,01 1Yliac�? i Uaass . ° uct Corttrot Divi5iPi1 F.B.C. (H.V.H.Z.) /MIAMI —DADE COUNTY .x000 i ®' TYPE 1 MULLION: 4" EXTRUDED MULLION 6063 -T6 ALUMINUM ALLOY ' SCALE 1/2' = 1" • (2) "CONCRETE ANCHORS SPACED / 2 0.C. VERTICALLY W/ EDGE DISTANCE TOP & . / / / / / / / / / / / / / / /// O baN. ' SIM DRUM / i 0 O Galv. STEEL SIDE BRACKET . BALL BEARING ASSEMBLY UTTER COVER /10x1/2 S.M.S. / 0 4' 0.C. BRACKET DETAIL 1 1 --{ 1- 1.000" ' ENO • • ® DRUM SCALE: 1/4" = 1' / 1010 ELITE ROLLED. STEEL r • P. 0. 1 Z 200 DESIGNAWL i • Flu= 410 NW/MM2. X OF STN • • • •. ••• • • MINIMAL ON TEST. BAR OF 80 MM: 24.1 / G -90 GALVANIZED COATING Thk: .060" ••• • • • • • ••• • 1/4' 1 VARIES 0 6' 0.C. ••• • • • • . • IL EC O INC. TILLIT TESTING & ENGINEERING COMPANY 6595 KM Stith SR, Sta 217 - NRG211 GARDENS. R 33156 now : (396)671 -1330. Fm : 1305j671 -1131 EB- 0006719 WALTER A 17LLIT dr.. P. E. FLORIDA Lic. # 44167 60mm SLAT ROLL -UP SHUTTER WILLARD SHUTTER COMPANY (AssA !f 160) 4420 N.W. 35th . CT. ML 4A6, FL 33142 ay. N. oESeapnoN a Ma ux N. a CESCSIPTIoe Mfr AS SHOWN SCALE 6/29/04 DATE 04-085 DRAWING No SHEET 3 OF 14 • • TYPE 2 MULLION: ' 4" EXTRUDED MULLION / FOR CASES W /OUT HEADER /1 0.x1/2' S.M.S. 0 6" O.C. • • •• • • • • • • • • • • •. •• • • • • ••• • • 6063 -T6 ALUMINUM ALLOY / SCALE 1/2" - 1' ••• • • • SCALE :: 3/16' = 1" • •3105 -11H14 ALUMINUM ALLOY i i TTCKNESS: .032" / • • • •• • • • • • • • • • • 4.000' • • • • • / OR CASES •W/ HEADER. / WALL HOUSING ' • • •• SHUTTER SIDE COVER / TYPE 3 MULLION: 6" EXTRUDED MULLION 6063 -T6 ALUMINUM ALLOY .r SCALE: 1/2" = 1. 1 SCALE 3/16' = 1" / 3105 -N14 ALUMINUM ALLOY ' THICKNESS: .032 ' �IES 4.000" PLAN OPTIONAL ® © /10x1/2" S.M.S. / 0 4" 0.0 4 W) &Vv. STEEL DRUM FOR CASES W/ HEADER Gale STEEL SIDE BRACKET ® WALL HOUSING SCALE: 3/16" = 1" 3105 -H14 ALUMINUM ALLOY THICKNESS: .032" - JUN 3 20U4 - BALL BEARING ASSEMBLY O SHUTTER COVER /10x1 /2" 0 4' O.C. BRACKET DETAIL 1A • FOR CASES • w /oUT HEADER 1 / �i L /10x1/2 S.M.S. 0 o o a ao � 1111 (3)/14X1' S.M.S. Ea. BRACKET xII I Galt'. STEEL I t _ ® GaM STEEL' ' . SIDE BRACKET BRACKET Goly. STEEL DRUM 1 Caw STEEL DRUM I On1111111.111 .r Il / (3)/ 14x r" S.M.S. Ea. BRACKET Y® SHUTTER COVER 5.500' 0 ELEVATION / BALL BEARING ASSEMBLY /10x1 /2" S.M.S. 04'0.C. , 2.250" ' ® SIDE BRACKET SCALE: 1/4 = 1010 EUTE ROLLED STEEL F. E. P. 0. 1 Z 200 DESIGNATION flu= 410 NW/14M2. X OF STRETCH MINIMAL ON =TEST. BAR OF 80 MM: 24 X - G -90 GALVANIZED COATING Thk.:.060' /10x1 /2" S/LS. - 04 "0.C. BALL BEARING ASSEMBLY / SHUTTER COVER /10x1/2' S.M.S. 0 4' O.C. • BRACKET DETAIL 2 • / 4 1° I- 2.250" F.B.C.(H.V.H.Z.) /M /AMl —DADE COUNTY DESIGN , LOAD "W" (P..f.) ' SIDE RAIL KO • (REDUCED SPACING OBTAIN USING (AC ORSS SZIAtL f SIDE RAIL ©, NOT BE LESS THAN 3 ": • • • • • • • • ... • SIDE RAIL © ACTUAL E. D. ' SIDE RAIL © ' WALL MOUNT MOj,. ' B MOUNT ' WALL MOUNT WOE - B �Wi✓T, WALL MOUNT INSIDE ' MO UNT nea • MOUNT WALL MOUNT, INSIDE MOUNT 6UlLD-OUT MOUNT 1 . 80 OR LESS 6' 4" - 6" - 6" • 4 • 6 " • 6 " 5 " 6" 6' 5 " 6 " 6" 6' • 6 " - 6" ' 6' , 6" - 6 " ' 6 " - 6' - . 6° - 6" - 6° _ ✓ >80 TO 150 3 1/2 " 2 1/2 "• 5" _ 3 1/2 ° , 2 1/2 " 5 1/2', 5" - 3 1/2 "- 6" - 5" - 3 1/2" , 6" . 6" ' r - 6 . 6" • 6" - 6" • 6" , 6 ' 6 • 6" 6" , 6" ' 1 >150 TO 225 • 2 1 / 2 " • — - 4" - 2 1 /2" • — . 4" - 3" , 2 1/2" - 5 • 3 2 1/2" . 5 , 6' • ' 5 1/2" " 6" ' 6" ' 6' ' 6" ' 6' ' 6 6" - 6" - 6" 6" ' MAXIMUM SIDE RAILS ANCHOR SPACING 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 771g FQ41.0 IINN F4CTQR4 • • (REDUCED SPACING OBTAIN USING (AC ORSS SZIAtL f NOT BE LESS THAN 3 ": • • • • • • • • ... • ACTUAL E. D. ' FACTOR ' 3 " , • • 8 • ••• - • - _ • 2 1/2°, •. • • • • . • • • • ••i3 r • :. : 2' • . .50 ' L 1 SECTION P — P (I) : WALL MOUNT SCALE 1/2" e 1 ° 1 . MAXIMUM ANCHOR SPACING (In.) AT SIDC RAILS VERSUS EDGE DISTANCE = E. D, 000 • • • • 006 • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • SECTION P — P (2) : SIDE WALL MOUNT SCALE 1/2' = 1' / SIDE RAIL ANCHOR SCHEDULE ' MAXIMUM DESIGN 'PRESSURE RATING 'W' (p. s. f.) AND CORRESPONDING 'MAXIMUM ANCHOR SPACING(In) * FOR ' SIDE RAILS 4 , C ; (LL. & ( CONNECTION TO' C. B. S. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) o . . i 2'r2 x1/8" Cont. ALUMINUM ANGLE 114x3/4' £U.S • 6" 0.C. / /4" Mot. CO NCRETE BLOCK — / / (SEE SCHEDULE TAXON REWIRED / ANCHORS ON E 0. IHIS SHEET) /// A • /14x3/4" S.M4 • 6" O.C. -\ SECTION P — P (3) : BUILD&'OUT MOUNT SCALE 1/2' .= 1' OR .100 ©1 L� i /4' Max. -- - - '' =i 0 SECTION R - R : MULLION MOUNT (INSIDE MOUNT) SCALE: 1/2' - 1' JUN 3 it ?OQ4 2 Ji2 X7/8 Cont. , ALUMINUM ANGLE i 1 x3'x1/81 2Sr3Sr1/81 31671r/ /8" OR 3Sr4S11 CONE BUEO - OUT MASONRY • POURED CONCRETE IL EC O INC TILLIT TESTING & ENGINEERING COMPANY 6595 NW. 36th. S4 St• 217 — WRC6MM CAREENS. R .9166 Phone : (305)671 -1930 Fos : (30.7)671 -1531 EB- 0006719 WALTER A. DLUT Jr., P. E. FLORIDA Lic. / 44167 60mm SLAT ROLL —UP SHUTTER . s WN INSCOPllox REV .& a WILLARD SHUTTER COMPANY (ASS4 # 160) 4420 N.W. 35th CT, MIL FL 3J142 ocavnaw DAN ESL No 011E 6/29/04 04 -085 DRAWING No SHEET 4 OF 14 SUBSTRATE LEGEND „p`.•:'C`:!Cr.: r.t,; :i(ac' ter:. }d..IL 09 o9 04 f,., a yif V15 is)i� EX) OR OR P® (2)114x3/4' SAS. 0 6" O.0 i 'u1 ' 1 dj 4 • — T Max W -1 OR W -2 SECTION R — R : MULLION MOUNT / (FACE MOUNT) , SCALE 1/2" = 1' i/4 "Max. #14x3/4" SMLS - • 6" 0.c. 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NMyns•i/ i 01 2 644475 31V • aS71/1.36 011V•SNO11039.10116 •17016S STN t 37V.7S Pumas lQ311 u mope, pp .0 NOUNS 335 ) • e' R : 3 9vn ••• • • • 00 0 00 r O 1 5 G .9. 0 s802f.7NR' 31311.714:. 7 03?1In038 31383x00 0311170d r // r 0 JO 6 133NS NO • maims 33s Ssv70 01 NOLLV8YH3S -- -(war) J-1 r �onrLlsnc3 /// 113831403 a38lQd ' .o0 114 -c6(L 11::: Sg I ii i :: u 11 �II��� - uuiu `::$. 1 106 IL EC O INC. ` TILLIT TESTING & ENGINEERING COMPANY BSD3 NIX MM. St. Sts. 277 — MRClMA GARDENS FL 33166 Phone : 000171-15.70 . Fax : (30.7671 -1537 EB- 0006719 WALTER A IILLIT Jr., P. E. FLORIDA Lfc. 44167 60mm SLAT ROLL —UP SHUTTER WIL.LARD SHUTTER COMPANY (ASSA / 180) 4420 N.W. 35th CT. WAN/. FL 33142 DESCRIPTION DAM -- MX 1r 3 LAM AS SHOWY SCALE 6/29/04 GATE 04 -085 DRAWING No SHEET 5A OF 14 POURED CONCRETE REWIRED 1 a EXISTING GLASS 4 POURED CONCRETE REQUIRED 1 t � SEPARATION 10 � - C1�5 SIX SCHEDULE ONSH 2' (MIN 1 000 000 1I MN 43 �Vi Ali % �Vi ilia •• ••• 1_ • _ 4 • • • • ••• ••• •• • • • ••• • CONCRE7E ANCHORS • 8' 0.0 i 3' din O OR O Q � © OR ® (BEYOND) REMOVABLE STORM BAItSi ( s E SEC71011 s' wit MD#aY try RegetEmenj SCALE : N.T.S. I SWGLE•W.IIN •SECTIQMS•Amv IKZALLS. • ARE MAWR R7 STORM 7 4 Hr f '1r' �N •:77TNQ!!T • • ••• • • FOR CASES W /OUT HEADER 1 II; „ • A ►1 . .1 J. V •; EXISTING GLASS POURED CONCRETE J OR CONCRETE BLOCK REQUIRED FOR rAPCON ANCHORS FOR CALK -W ANCHORS OR POWER BOLTS ANCHORS / J 1 POURED CONCRETE REQUIRED —2" (MIN SECTION V - i V CONCRETE ANCHORS O 12' 0. G WALL MOUNTING INSTALLATION WJRXEQ STORM BARS W /CONCRETE ANCHORS - Jui 3 2004 SCALE : N.T.S. • r 4' 3 TYP O DR (D J O OR ® (BEYOND) 21.4'x1/4" (F01 TYPE 5 STORM BARS) Alum. ANGLE EA. SIDE x 0' -7" HIGH W/ (2)1/20x2 3/4 POWER BOLTS TO WALL & (4)1/4'0 S.S. THRU BOLTS 70 STORM BAR. T 1/2X1 1 - x STORM BAR DEPTH Alum. ANGLE EA. SIDE 2'x4 x1 /4' (FOR TYPE 5 STORM ' BARS) Alum. ANGLE EA. SIDE x 7' HIGH W/ (2)1/2 "0x2 3/4" POWER BOLTS 70 WALL & (4)1/4'0 S.S. THRU BOLTS TO STORM BAR. (3)1 /4'l S.S. / THRU BOLTS FOR CASES W/OU HL;ADER SECTION S — S (FOR FIXED STORM BAR) ' S C A L E : 1 / 2 " = 1 " - 1 1/2'x1 1/2 x1 /8'x O DR 0 1-. STORM 84R DEPTH Alum. ANGLE EA. SIDE - 111 1 SCALE : 1/2" = 1 , , (BEYOND) EDGE O WALL (4)1/4'0 S.S. THRU BOLTS FOR INSTALLATION INTO CONCRETE ' USE (2)1/4'1 TAPCON ANCHORS EA. SIDE F01 DESIGN LO4OS UP TO 80 PSF, 54" MAX, SLAT SPAN & 96' MAJL STORM BAR SPAN, & i (2)3/8'0X3' POWER BOLTS EACH SIDE FOR GREATER DESIGN LOADS AND SPAN CONDITIONS FOR INSTALLATION INTO HEADERS @ , ® OR Q USE (3)#14X3/4' S M.S. EA SIDE ' (2)3/B'1 -16 M.S. W/ 2 7/8'0x3/3 WING NUT K 1 .ECTION S - S (FOR REMOVABLE STORM BAR) * 1/4 "0 -20 OR 3/8'0 -16 MACHINE ' SCREWS USED JOINTLY W/ 1/4 "0x7/8" OR 3/8 "0x1 1/4" CALK -IN ANCHORS .` RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE ME STORM BARS - ARE REMOVED. (SEE DET. A). r SECTION S9 -51 / SCALE: 1/2 "e 1" J/4" J/4" EDGE OF TWILL FOR INSTALLATION INTO CONCRETE ' USE (2)1/4 CALK -IN • ANCHORS EA. SIDE FOR DESIGN LOADS ' UP TO 80 PSF., 54' MAX. SLAT SFWI & 96' MAX. STORM BAR SPAN. & (2)J/8 "0x1 1/4" CALK -INS • EA. SIDE FOR GREATER DESIGN LOADS AND W/MAX. SLAT SPAN OF 36'. R INSTALLATIONS INTO HEADERS El © OR /Q, USE (3)#14x3/4' S.M.S. E4. SIDE 2ETAI L � SCALE 1 j I/d If1 •/g RI /O X1/ ALUMINUM ANGLE W/ (1)3/8'03' POWER BOLTS EACH SIDE (3) 1/4'0 S.S. - 711RU BOLTS SECTION S2 — S2 ' SCALE : 1/4" = 1'' • MACHINE SCREW FULLY EMBEDDED INTO ANCHOR , ANCHOR , F.B.C.(H.V.H.Z.) /MIAMI — DADE COUNTY p o / '1 O 1 O 1 O 1 O o O lt 1 12. 000'- 4.000' - -4 .000'- 4.000'- 4.000' - 4.000' - 12.400" REGURED 241(2)11/8 -3" (Max.) ALUMINUM ANGLE 10 BUILD-OUT TUBE W/ ' (J)114x3/4" S ELS. £4. LEG & CONCRETE ANCHORS • 12" 0.C. FULL LENGTH 70 POURED CONCRETE POURED CONCRETE EXISTING GLASS BUILD - OUT TUBE (BEYOND) POURED CONCRETE OR CONCRETE LOCK REQUIRED 2' Mtn. SEE SHEET 9 OF 14 FOR M6n. SEPARATION TO GLASS. • • 114x3/4' SAILS • 12' O.C. TO TUBE ti 2"x7'(AIAX.)x1 /4" CONT. ALUMINUM ANGLE W/ / 1/4 "0 TAPCON ANCHORS O 12' 0.C. W/ CONCENTRATION OF 4- 3/8 1/4' POWER BOLTS O 4' 0.C. AT TYPE 1, .2, 3, O 4 STORM BAR LOCATION (SEE ELEVATION X), AND W/ CONCENTRATION OF 6- 3/8'00 1/4" POWER BOLTS 0 4' D.C. AT TYPE 5 STORM '/ BAR LOCATIONS. (SEE ELEVATION X). / •• ••• • • • • • •• • • CASE . • •. • • • • • •• NOTE / SINGLE SPAN .SECTIONS AND DETAILS ARE SIMOLAR TO 4139VE SHOWN STORM BAR & HEADERS. / • • • • • • • • • • • • • . • • • • •- �- �-�� • • • • • •• •• • • • •• •• or O O Cr O (BEYOND) r O .a A m . (M 1. 2I /a bang. A•rm. I( W/ rent 1/B1ro -4.) ALUMINUM ANGLE TO BUILD -OUT TUBE r/ (3)114x3 /4" S.M.S. EA. LEG & CONCRETE ANCHORS • 12" 0.C. FULL • LENGTH TO POURED CONCRETE FOR CASES J IV/OUT HEADER POURED CONCRETE R —\ EXISTING GLASS . BUILD -OUT TUBE (BEYOND) FIXED STORM BAR CONNECTION AT BUILD OUT � ilYt tALMT I CdNS I W /SHEET 'METAL SCREW$ • • • • •.• • i 4?1/4'- 1 • SECTION V — V • •• • • / POURED CONCRETE OR CONCRETE BLOCK REQUIRED,, ti 1103/4' aim O 12" 0.C. TO TUBE 2x3 (MIn.)x1 /4" Cont. ALUMINUM ANGLE W/ CONCENTRATION OF (414x1 1/2' SM.S co 1 1/2" 0.C. AT STORM BAR LOCATION, REST 0 12" 0.C. 4 "WATAX.x1 /4' COVE. ALUMINUM TUE /£ -1Y/ 1/4 "0 J TAPCON ANCHORS S 12" 0.C. W/ CONCENTRATION OF r4-- J/8 1/4' POWER BOLTS 0 ,4" 0.C. AT TYPE 1, CASE 11 - AND & 4 co�N O LOCATION xz 4 PGI ER BOLTS O 4' O.C. AT TYPE 5 STORM EYR LOCATIONS (SEE ELEVATION X). JUNES FOR CASES W /OUT HEADER 12.000 1 1/2x1 1/2'x1/8' x STORM BAR DEPTH Alum. ANGLE &4. SIDE 2'x7(Mox.)x1 /4' Cont. ALUMINUM ANGLE (CASE 1) 4 xtl f /4' Cont. ALUMINUM TUBE - (CASE TT ONLY) 1 g F 71 R STA (LO. 1�l• & HEADERS G , (NHS, I R JV, USE (2/14x3/4 S.M.S. EA. SIDE FOR D ION LOADS UP TO 80.0 psf & (3)/14x3/4' S.M.S. EA SIDE FOR GREATER DESIGN LOADS. , / 4 -3/8 "1x2 1/4' POWER BOLTS 0 4" D.C. AT TYPE 1, Z . & 4 STORM BAR / LOCATION AND 6- J/8 "0x2 1/4' POWER BOLTS 0 4" 0.C. AT TYPE 5 STORM BAR LOCATIONS. (2) /14x3 /4" S.M.S. FOR DESIGN LOAD UP 70 80.0 p.s.f. & (3)114x3/4' S.M.S. FOR DESIGN LOAD GREATER THAN 80.0 p.s.f. EACH SIDE. SECTION ' S3 — 53 SECTION ' S3 — SCALE : 1/2' • 1' , SCALE : 1/2' • 1' SCALE : I/8' = 1' - FOR EADERS C . ®. )OR J USE (2)114xJ/4 S.M.S. EA. SIDE FOR DESIGN LOADS UP TO 80.0 psf & (3)/14x3/4" SMLS EA. SIDE FOR GREATER DESIGN LOADS. 1 1 /2'xl 1/2111/8' x STORM BAR DEPTH i Alum. ANGLE EA. SIDE (2)/14x3/4" S.M.S. FOR DESIGN WAD UP TO 80.0 p.s.f. & (3)114X3/4" S.M.S. FOR DESIGN LOAD GREATER THAN 80.0 p.s.f. EACH SIDE , S3 ' DOEOFOor WHEN APPLICABLE 1 1/2 1/2"x1/4" x STORM ' BAR DEPTH Alum. ANGLE W/ (2)914x3/4' S.M.S. EA SIDE EA. LEG FOR DESIGN LOADS UP TO 80.0 psf & (3)114x3/4' S.M.S. EA. SIDE EA. LEG FOR GREATER DESIGN LOADS. 12.000' z: •L 0 : 4 © �g o4 F.B.C. (H. V.H.Z.) /MIAMI —DADE COUNTY / IL EC O INC. TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. .56th. S6. 5Ya 217 - YWGNM CAROMS ft. 33166 Phone : !x95)977 -1555. Fax : 0 5 ) 671-1571 EH- 0006719 WALTER A TRUE Jr., P. E. FLORIDA Lie. 1 44167 60mm SLAT ROLL —UP SHUTTER WILLARD SHUTTER COMPANY (ASSN 1 180) 4420 FEW. 35th CT. MIAMI, FL 33142 RIM lb a MY. No a as DESCWIMON . oala AS SHOWN SCALE 6/29/04 DATE 04 -085 DRAWING No SHEET 6 Of 14 o ' 1 DOSING GLASS 1 1/2 ll 1/17r1/47c YLEL�AI O F�IH AIm. HARE Mai U i (2)3/8' are POWER BOLTS TO SLAB (1)p. i ! I BOTTOM) Q/4 OR 0 r 1 CIO I aoao� 1- O J7J AL4rBR2 ® ® OR Oe o POURED &INGRATE RETAINED OR 11/4 FLOOR/CEILING MOUNTING : SECTION W -W (1), W/O HEADER SECTION W-W (2); W /HEADER '• SCALE : 1/B' = 1 • (2).1/8 "I THRU BOLTS FOR UP 10 ' 150 pot DESIGN LOAD & 7HR BOLTS MR CREAM I � (0?. TOP & BOTTOM) 0 • O • • r J ELEVATION SCNE . 1/8' JxJ' /6x0 -2' (6081 -18 AUDI) Arras ANGLE ' FOR SOKYE SPAN HEADERS & 3%7113/89r0' -4' (6061-76 ALLOY) Army ANGLE FOR MULTIPLE SPAN ' READERS W/ (1)1/2 11HRU BOLT 10 MULLION 1HRU SIDE RAE AT MIME HEWER SPANS & (2)1/2 "I THRU BOLTS AT MULTIPLE HEADER SRINS J 0 0 O 000 0 0 •APCON N CHORS • e as v""O (WKLY FOR g 144 W /4' Sus. FOR ' S FOR('141J/4 POORE) CONCRETE REQUIRED • • / POURED CONCRETE REQUIRED W +or WALL MOUNTING : SECTION W -W (3) ' NOTE : SCALE : 1/b- - 1 085 INSTALLATION 6 ova VILD FOR STORM BARS WT1H J Max SPAN - V-0 ; READERS 18111 12' u. BANGLE WAN & BO pad. MAXIMUM DESYG74 LOAD. OR STOF91 BARS WITH MAX SPAN a 6 LEADERS 811H 15' SINGLE & B0 p.a.f. MAXIMLAN DESIGN LOAD. ✓ ELEVATION X1 SLATE : 1/8' - 1' ' TAPCON ANL7l0RS • 12' a C. ' I ! 00290 2Sr4Zr1 /4k e'AOna ANGLE c I807ED TO WALL PGN 1 1 ' r SHAW, J'iJx3/810 -2' (6081 -18 ALLOY) Abu: ANGLE W/ (4 144/4' S.M.S. TO HEADER & • 1 '1x4 4/4 POWER BOLT TO WILL ®D0 (Ex1EN0ID PASSED OPEMI4I (2)214.4x1 /4x0 -8" Alum. ANGLE W/ (4)1/4 THRU BOLT TO HEADER & (J )J/8`102 1/4' POWER BOLTS TO WALL EACH ANGLE W/ 1 1/2' Min. PENETRATION. TYPICAL HEADER CONNECTION AT ENDS; ' SECTION W- -W O ® POURED CONCRETE REQUIRED • / ELEVAnoiaX2X SCALE : 1/8' - 1 ' 11/2 .750' itits 1 131 0 71)11ti O C 00 2'x4'r1/4 x0'-8' Afum. ANGLE W/ r (4)1/4'1 THRU BOLT TO HEADER & (1)1/8 1/4' POWER BOLTS TO ' WALL USE 2117x1/4' Alum. ANGLES FOR • CASES W/ J' BUILD -OUT TUBE . WALL MOUNTING SECTION W -W(3) • SCALE : 1/B - 1' 2'xMIJ/ON'S DEPTN•1/8' Cont ' ALUMINUIU TUBE W/ 2xr211/E 0' -2' ALUMINUM ANGLE TO MULLION W/ ' (3) /14xJ/4' S.M.S. E. LEG. (1OP/BOTTOM TYP.) . .25r?1r1 /4'x0 =e Ahrn ANGLE EA SLOE W/ (2)J/e'Ix2 1/4' POWER / BOLTS TO mu & (2)J/8 0 7URU BOLTS TO MULLION. , 21r2711/4"x0 Alum. ANGLE EA. SIDE W/ (2)1/8"0x2 1/4" POWER BOLTS 1O WALL & (2)3/8"o TNRU BOLTS TO MULLION. ,. DUSTING GLASS POURED CONCRETE RECLINED SEE NOTE 1 DUSTING WALL MAY BE POURED CONCRETE OR CONCRETE BLOCK FOR DESIGN LOADS UP TO 150.0 pot AND SHALL BE POURED CONCRETE OR CONCRETE FILLED BLOCK FOR GREATER LOADS - - 1 WALL MOUNTING : MULLION CONNECTION ' AT TOP & BOTTOM : SECTION W -W (1) SCALE : 1/8' = 1' ©®0 ® L IM HEADER Mk STORM 84i ALLOWED. ���- UST SPLIT ROLL LP MULLIONS & • 1TR4d/S W/ FACE MOUNT. 1x1 zr1/B rCONT. ALUM ANGLE W/014x1/2' SLLS • 12' 0.0. r:9 !' .:i: 7:' with thr fL &:fit i1c (3.:rlic:c?J vit �i i`Sa IS}G; (..•r._+ v; F.B.C.(H.V.H.7.) /MIAMI -DADS COUNTY /i itE. \ TILLIT TESTING & ENGINEERING COMPANY 6593 NYC J6N 5l. 51.. 217 - VR 4l CAROFRS. a 33166 Phone : (103)671- 13.17. Fm : (105)671 -1531 £8- 0006719 WALTER A 1R.UT Jr.. P. E. FLORIDA Lic. # 44167 60mm SLAT ROLL —UP SHUTTER, WILLARD SHUTTER COMPANY (ASSA / 780) 4420 N . W . J5th CT. MLAML FL 13142 Ill: 9. 2 oacoonom CAW AM IN 1 GTE AS SHOWN SCALE 6/29/04 DATE 04 -085 DRAWING No SHEET 7 OF. 14 v VARIES, SEE TABLE 1 ON --' SHEET 9 OF 14 FOR Min. SEPARATION /GLASS FOR ✓ INSTALLATIONS WITHIN .30' /GRADE MEASURED AT ✓ BOTTOM OF SHUTTER , J 2x4" CONT. SILL PLATE REQUIRED 1/4'0x4' LONG LAG SCREW • EA. STUD OPTIONAL 1 "x2 "x1 /8" Cont. Alum. ANGLE (6063 -T6 ALLOY) , 1/4 ° 0x4" LAG SCREWS 0 12" O.C. ® MIDWIDTH OF PLATE • 1111. • • • • • •. • *WOOD MB • • • • .. .ZZ" W.G+. •. .. • • • . • . WALL MOUNTING INSTALLATION SINGLE `P4F 'C&4nI ' • • . '• saL& N.r.S. . • . • • • • ... ... • .. .. • • ••• • • • • ..• • • • • • • • . • • • • • • ••• • • • • • • • • • • • • 110 • • .41111111 1141111111110“,1.1:::11:=11 PLAN A (SECTION) 00RO WALL MOUNT , SCALE : 3/8" e 1" 2"x4" WOOD STUDS REQUIRED 0 CORNER (TYPICAL) 2'x2 Cont. Alum. TUBE (6063 -T6 ALLOY) `v #14 "x3/4" S.M.S. ✓ 0 6" O.C. 1/4 "0x4' LONG LAG SCREWS ® 6" ✓ O.C. W/ 1 1/2" Min. PENETRATION TO DOSTING WOOD STUD. J PLAN B (SECTION INSIDE MOUNT SCALE : 3/8• = 1" , NOTES, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOADS UP 7t' 75.0 Fast 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. - 3. MINIMUM PENETRATION OF LAG SCREWS INTO WOOD MEMBER 7O BE 1 1/2'. /1 itrN C.\ TILUT TESTING & ENGINEERING COMPANY 6397 *L W. .7IMA 57.. 51.. 217 - 111200810400140, n..73165 Phan : (305)677 -15X . Fax : 71 -1531 EE- 0008719 WALTER A IILLIT Jr:, P. E. FLORIDA Ua # 44167 6Omm SLAT ROLL -UP SHUTTER, WILLARD SHUTTER COMPANY (ASS. 18o) 4420 N.W. 35th CT. MIAMI, FL 33142 UV. Ns mamma DE M1P116N a OATS AS SHOWN . SCALE 6/29/04 DATE 04 - 085 DRAWING No SHEET 8 OF 14 2 JUti T 7. (1154 -4/4" Max. #14x3/4" S.M.S. ® 6 °O. C. 2x4 WOOD STUDS REQUIRED • CORNER (TYPICAL) 1/4 "0x4" LONG LAG SCREWS ' 0 6 0.C. W/ 1 1/2" Min. PENETRATION TO COSTING ' WOOD STUD. ■ OR® PLAN C (SECTIONS BUILD -OUT - SCALE : 3/8 = 1 2x4" STUDS 2"x4" WOOD STUDS - REQUIRED 0 CORNER (TYPIC.AL) 1/4" 0 x 4" LONG LAG SCREWS 0 6" 0: C. W/ 1 1/2" Min. PENETRATION 70 EXISTING WOOD STUD. 1 x3 x1/8 , 2 3 OR 3 111/8" CONT. BUILD -OUT TUBE A ti e.'2ai the ?l. Q} Q F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY SLAT TYPE / Max. MAXIMUM / SLAT SPAN MINIMUM SEPARA770N TO GLASS MINIMUM SEPARATION, TO GLASS . DESIGN 'W' (p.s.f.) SINGLE & MULTIPLE UNIT • ' - SINGLE & MULTIPLE UNIT •• ' 4 SINGLE -& MULTIPLE UNIT ••• ' 40.0 6' -5" 4 3/8" - 4 3/8' i 3 5/8" - 45.0 6 -2" 4' 3 1/2 50.0 5 =11" • 4' 3 3/8" 55.0 5' -9' . 4" 3 3/8" , 60.0 5' -7" • 4" 3 1/4' , 65.0 5' - -5" - 4' . 3 1/4' , 7a 0 5' - 4' • 4' 3 1/8" - 75.0 5' -2" , 4" J 1/8" - 80.0 5' -1' '. 4' 3" 85.0 5' -0• • 4" 3' 90.0 4' -11'- 4' 3" 95:0 4' -10' 1 4' 3' 100.0 4' -9" , 4' 3' 105.0 4' -8" 4" 3" 110.0 4' -7' , 4' ,. 2 7/8" 115.0 4' -6' . 2 7/8' 2 7/8" 120.0 4' -5' , 2 7/8" 2 7/8' 125.0 4' -5' 2 7/8' - 2 7/8' i 130.0 4'-4' 2 3/4' 2 3/4" 135.0 4 - 2 3/4' 2 3/4" 140.0 4' -3" - 2 3/4' 2 3/4" 145.0 4' -2" - 2 3/4' 2 3/4' 150.0 4' -1 - 2 3/4" 2 3/4' 155.0 4L 7 • 2 3/4" / 2 3/4 / 160.0 -4' -0" 2 5/8' 2 5/8 165.0 4' -0' 2 5/8' 2 5/8' 170.0 ' 3' -11 " , 2 5/8" 2 5/8' 175.0 3' -11 " - 2 5/8" 2 5/8" 180.0 3' - 11 " • 2 5/8" 2 5/8" 185.0 3' -10' • 2 5/8" 2 5/8" 190.0 3' -l0 ' 2 5/8 / 2 5/8" / 195.0 3' -9" . • 2 1/2" 2 1/2" ' .._ • • : •41 ::::r • -11-w - ' - 2 1/2' 2 1/2 II • •206.8 • • • • • -44 •-8" ' 2 1/2' 2 1/2' 210.0 . 3'-8' ' 2 1/2' 2 1/2" ; ••• 3' -j" 2 1/2' 2 1/2" • • • • •;10.9 • • • • 3 i 7 • 2 1/2" 2 1/2" • •21511.! : - 3'-4 s . 2 1/2 "/ 2 1/2" / SLAT SPAN (ft.) ' MINIMUM SEPARA770N TO GLASS 48" OR LESS 2 5/8" - > 48" TO- 54" - 2 :7/8" - > 54" TO 74" ' 4" - >74"TO77" - 4 3/8" - SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN 'L" FOR TYPE 1 SLAT (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) ✓ •• •• • •• • ••- • • • -• - • - •• • ••• • • • • ••41 • • • • • • • . • • • • • • ••• • • • • • • • • • • • • . • • • •• • • • 00 00 *4 ••• JUN 3( 2004 TABLE 1: L C 3 SINGLE SPAN SPAN LAYOUT TILLIT TESTING & ENGINEERING COMPANY BS95 L W. 36M St. SM 217 - % G?M GARDENS FL 33I66 Phone 005)871 -1.5X . Fax : 005)e71-15ir C ❑ ❑ 3 ❑ C I ❑ ❑ C ❑ 3 MULTIPLE SPAN J • SPANS VALID FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL ' BE MEASURED FROM BACK OF SLAT TO GLASS. - MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. • MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. F.B.C.(H.V. /MIAMI -DADE COUNTY /1 EB- 0006719 WALTER A. 11LLIT Jr., P. E. FLORIDA Lie. / 44167 60mm SLAT ROLL -UP SHUTTER WILLARD SHUTTER COMPANY (Assa l 180) 4420 MW. 35th CT. M41MI, FL 33142 a aUr KY N. s 4 acshNa ON DAN AS SHOWN SCALE 6/29/04 DATE 04 -085 DRAWING No SHEET 9 OF 14 MAXIMUM DESIGN LOAD w' (p.s.f.) 11 PE 1 STORM 134R C O 2" x 2" x 1/4" I 7YPE 2 STORM 3'x 1 BAR 2 "x / 8 0 TYPE : s1aRS1 BAR 2' x 1/8' / • STORM 84R SPAWN • STORM BAR sPY4 C • STORY BAR SPACING 3 -0' j 3' T O 4 ' 4' T O 5' • • 5 T O 6' 6 6 TO 5' S 3 3 TO 4' 4 10 / 5 . - 5' T O 6' 6 T O 6.5' - t .3' -O" . 3' T O 4 - 4T05 , • - 5' TO -6' - 6' TO 6.5' 40 7' -7" . 7=1" . 6' -9" _ 6' -5" .. • 6' -3" , 8' -O 8' -0' 7' -7' 7' -3' 7' -1 " 10' -0' 9' -6' 9' -0' 8' -7' B' -7' 45 7L5' . 6 6' -6 ". 6' -3' . 6=1" 8=0" 7' -9" 7' -4' 6=11" 6' -8" 10' -0" 9' -3" 8' -9" 8' -4" 8'-2" 50 7'-3" _ 6' -9' 6' -4" • 6=1" . .5 8' -0" 7' -7" 7' -2' 6' -7' 6'-4" 9' -8" 9' -0' 8' -6" 8' -1 " 7' -9' 55 7-0" - 6•-7" • 6' -2" . 5=11"- 5' -10" 7-11" 7-5" 6=11" 6' -3" - 9' -6" 8=10" 8' -4' • 7' -8' - 60 6=11", 6' -5" . 6=1". 5' -10". 5•-7" . 7'-9" 7' -3" 6' -7" 6' -2" - 9' -3" 8' -7' 8=1" 7' -5' _ . 65 6' -9" , 6' -3' - 5' -11' 5' -7" ' 5' -4" 7'-7' 7-1" 6'-4" 5'-9" - 9=1" 8' -5' 7' -9' 7-1" _ 70 '- 68" . 6' -2" . 5' -10 "• 5' -5" , 5' -2" . 7' -6" 6' -10 ° 6' -1 " 5' -7" - 8' -11 " 8' -3" _ - 7' -6" 6' -10" - 75 6' -6" - 6' -1" - 5' =8" - 5' -2" • 5' -0' 7-4' 6' -7" 5' -11' 5' -5' - 8=9" 8=1" 7' -3 ". 6' -7" - 80 • 6' -5" 6' -0" • 5' -6 "' 5' -0 "- 4' -10" 7' -3 6' -5' 5' -9" 5' -3" - 8' -7 7' -10" 7' -0' 6' -5" _ 85 6'-4 5' -11 "- 5' -4" - 4' -11' 4' -8" 7' -1" 6' -2" 5' -6" 5' -1" - 8' -6" 7' -7 6-9" 6' -2" - 90 6' - 3" 5' -10'` 5' -2" ' 4'-9" . 4' -7" 6=11" 6' -0" 5=5" 4=11" - 8' -4" 7' -5' 6' -7" 6' -0" - 95 6' -2 ", 5'-8" - 5=1" - 4' -7'. 4' -5 ". 6' -9" 5' -10" 5' -3" 4' -9" - 8' -3" 7' -2" 6' -5' 5' -10" - 100 6=1". 5' -6' • 4 4' -6" 4' -4" 6' -7" 5'-9" 5'-1' 4' -8" - 8=1" , 7'-0" 6'-3" 5'-9" - 105 6' -0 "' 5' -5" - 4' -10 "• 4' -5 ". 4•-3 • 6'_5" 5' -7" 5' -0" 4' -7" - 7-11" 6' -10" 6' -2" 5' -7" - 110 5 5' -3' • 4' -8' 4' -3" 4' -1' 6' -3" 5' -5" 4' -10" 4' -5" - 7'-8" 6' -8' . 6' -0" 5' -5" - 115 5' -10' 5=2". 4' -7 " 4' - 2" . 4' -0" 6'_2" 5' -4' 4' -9" 4'-4" - 7' -6" . 6' -6" 5' -10" 5' -4" - 120 5' -10" 5' -0 ", 4' -6 "• 4' -1'- 3' -1l.' 6' -0" 5' -3" 4' -8" 4' -3" - 7' -5' 6' -5" 5' -9" 5' - 3" - 125 5=8" 4' -11 ", 4 4' -0" - 3' -10" 5' -11 " 5 4' -7" 4' -2" - 7' -3" 6' -3" 5' -7" 5' -1 " - 130 5' -7 " . 4'-10" 4 4-4 ' 3' -11 "- 3' -10 5%-6 5=0 4' -6' 4=1" - 7 6' -2 " ' - 56' 5' -0' - 135 5' -6" . 4' -9" , 4' -3 "_ 3' -10" . 3' -9" 5' -5" 4=11" 4' -5' 4' -0" - 6=11" 6' -0" 5'-5" 4=11" 140 5' -5" 4' -8" • 4=2"- 3' -10 _ 3' -8" 5' -7" 4' -10" 4' -4" . 3=11" - 6' -10" 5=11" 5=3" 4' -10" _ 145 5' - 3' 4' -7" , 4=1". 3' -9" , 3' -7" 5'_6" 4' -9" 4' -3" • 3' -10" - 6' -9" 5 -10" 5' -2" 4' -9° - 150 5' -2 ° . 4' -6 ". 4' -0 ° . 3' -8" - 3' -6 ". 5' -5" 4' -8" 4' -2" 3' -10 6' -7" 5' -9" 5' -1" 4' -8" - 155 5=1" 4' -5" . 4' -0" . .3' -7" . 3' -6" 5' -4" 4' -7" 4=1" 3' -9" - 6' -6" 5' -7" 5' -0" 4' -7" - 160 5'-0" 4=4" - ' X-11" . 3' -7" 3' -7" . 3' -5" 5' -3" 4' -6" 4' -0" 3' -8" - 6' -5" 5' -6" 4' -11" 4' -6" - 165 . 4=11" 4•-3" . 3' -10 3' -6" , 3' -4" 5' -2' 4' -5" 4' -0' 3' -8" - 6' -3" 5' -5" 4' -10' 4' -5' - 170 4=11" 4' -3" •• 3' -9'• 3' -5" . 3'-4" 5'.-1" 4' -5" 3' -1 1 " 3'=7" - 6' -2" 5=4" 4' -10' 4' -5" _ 175 4' -10" 4=2" - 3' -9 "- 3' -5" . 3' -3" . 5' -0" 4' -4" 3' -10" 3' -6" - 6' -1" 5' -3" 4' -9" _ 4' -4" _ 180 4' -9" 4=1" 3' -8'- 3' -4 ". 3' -3" 4' -11" 4' -3" . 3' -10" 3' -6" - 6' -0" 5' -3" 4' -8" 4' -3" _ 185 4' -8" 4' -1 " 3' -7 "- 3' -4" • 3' -2" 4' -10" 4' -2" 3' -9" 3' -5' - 5' -11" 5' -2" 4' -7" 4' -2" _ 190 4' -7" 4' -O" . 3' -7 3' -3" - 3' -2" • 4' -9" 4=2 3' -9" 3' -5" - 5' -10" 5=1" 4'_6" 4' -2" _ 195 4' -7" • 3=11", .3=6" - 3' -3" ' 3' -1 " 4' -9" 4' -1 " 3' -8" 3' -4 " - 5' -9 " 5' -0" 4' -6° 4' -1 " - 200 . 4' -6' - 3 , 3 3' -2" . 3=1" 4' -8' 4 3' -7" 3=4" _ i 5=9" 4=11" 4' -5' 4=0" - 205 4' -5" • 3' -10 ", 3' -5 ". 3' -2" - 3' -0" 4' -7' 4' -0" 3' -7" 3' -3" - 5' -8' 4 -11 4'_4" 4 -0 - 210 4' -5" - 3' -10 "_ 3' -5" 3' -1 ". 3' -0" 4' -7' 3' -11" 3' -6" 3' -3 - 5' -7 4 -10 4 '_ 4 ' 3' -11' - 215 4.- 3'-9". 3' -4 ". 3' -1 "• 2' -11" 4' -6" 3' -11" 3' -6" 3' -2" - 5 -6' 4' -9 4' -3" 3' -11" - 220 4 "" ' :3 S-- S • • .2-I 3' -0" 2' -11" 4' -5 3' -10" 3' -5" 3' -2" _ 5' -5" 4' -9" ' 4'_ 3'-10" _ 225 4x"43 -• i :`�• -` -: r.1-3 3' -0" 2=11" 4' -5" 3' -10" 3' -5" 3=1" _ 5 -5 4' -8" 4' -2' 3 -10" _ W" MAXIMUM DESIGN PRESSURE RATING " (p. s. A GIVEN TYPE OF STORM (USE NEGATIVE PRESSURE MAX. SPAN FOR STORM BARS IL EC O I N C . TILLIT TESTING & ENGINEERING COMPANY 6593 N L 36IA. 57. Ste. 217 - VIRCN61 Fl 33166 000W : {J66)671 -1510. Fmr : 000)07I-153/ EB- 0006719 WALTER A MIT Jr. P. E. FLORIN Uc. ' 44167 60mm SLAT ROLL -UP SHUTTER WILLARD SHUTTER COMPANY (AS54 # 160) 4420 N W. 35th CT. MIAMI. FL 33142 2fY. 110 2 mama aa - 2111.• 9. s asewrA611 our AS SHOWN SCALE 6/29/04 DATE 04 -085 DRAWWG No SHEET I0 OF 14 * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. • • • ' • • •• • • • • • • • • • • • • • •••• • • ••••• ••••• • • • • • • • •• • •• • ••• • • • • • ••• • • • • • • • • •• • • • • • • • ••• • • • • •' • • • • ••• • • • • • • • • • ••• • • f.) AND CORRESPONDING MAXIMUM SPAN BAR AND STORM BAR SPACING. VALUES AS PER ASCE 7 -98) W REGULAR CONCRETE ANCHORS JUN 3 0 2004 " L " FOR - Ar-j, <'; >vt.` f^ t: :'; 10yin2, with lots E; A MFimi CT.at Ot @}iYpSiJ F.B.C. (H. V. H.Z.) /MIAMI -DADE COUNTY li MAXIMUM DESIGN TYPE , STORM B4R 2" x 4 4' x 1/4 8 STORM BAR © TYPE (2) • 2" x 4" x 1/4" ' • LOAD (ps.f.) _ ,. _. • : 570RAI BAR SPACING • STCRM. BAR - SA4cIJ 6 3' -0" - 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' 4 3' -0" - 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' 40 11'-10" 11'—O" 10' -5" 9'-11" V-11" 14' -1 " 13'-1" 12' -5" 11 11' -7" 45 11' -6" , 10' -8' 10' -1" 9'-8" 9'-8" 13' -8" 12' -9" 12' -0" 11' -6" 11' -3" 50 11' -2" . 10' -5" 9' -10" 9' -5" 9' -5" 13' -4" 12' -5" 11' -9" 11' -2" 11' -0" 55 10 10' -2" 9' -7" 9•-2' - 13' -0" 12'-1" 11 ' -5" 10'-11" — 60 10' -8" . 10' -0" 9' -5' 9' -0" — 12' -9" 11' -10" 11' -2" . 10' -8" — 65 10' -6" . 9' -9" 9' -3" 8' -10" — 12' -6" 11 -7" 11' -0 "" 10' -6" — 70 10' -4" 9' -7" 9' -1' 8' -8" — 12 " -3" 11' -5" 10'-9" 10' -4" — 75 10' -1 " . 9' -5" a'-71" 8' -6" - 12' -0" 11'-2" 10' -7" 10' -1 ' 80 V-11" 9' -3" 8' -9' 8' -4" — 11'-10" 11 ' -0' 10' -5" 9'-11" — 85 9' -10" . 9' -2" 8' -8" 8' -3" — 11 ' -8" 10' -10" 10' -3" 9' -10' — 90 9' -8" • . 9' -0" 8' -6" B' -0" .. - 11 ' -6" 10' -8' 10' -1 " 9' -8" — 95 9' -6" • 8' -10" 8' -5" 7' -9" — 11' -4" 10' -7" 10' -0" 9' -6" — 100 9' -5" . 8' -9" 8' -3' 7' -7" — 11' -2" 10' -5" 9' -10" 9' -5" — 105 9' -4" . 8' -8" 8' —i" 7' -5" — 11' -1" 10' -4" 9' -9" 9' -4" — 110 9' -2" . 8' -7" 7' -11 ' 7' -3" — 10'-11" 10' -2" 9' -7" 9' -2' — 115 9' -1 " , 8' -6 7' -9" 7'-1" — 10' -10" 10'-1" 9' -6" 9'-1" — • 120 9' -0" . 8' -4" 7' -7" 6' -11' . — 10' -8" 9'-11" 9' -5" 9' -0" — 125 8'-11" . 8' -3" 7' -5" 6' -9' — 10' -7" 9=10" 9' -4" W-11" — 730 8' -10" • 8' -2" 7' -3' 6' -8" - 10' -6" 9=-9" 9' -3" s'-lo" — 135 8' -9" , 8' -0' 7' -2" 6' -6" — 10' -5" 9'-8" 9' -2" 8' -9" — 140 8' —B" 7' -11 " 7' -0" 6' -5" — 10' -4" 9' -7" 9'-1" 8' -8" — 145 . 8' -7" . 7' -8" 6'-11" 6' -3" — 1O' -2" 9' -6" 9' -0" 8' -7" — 150 8' -6" . 7' -7" 6' -9" 6' -2" — . 10'-1" 9' -5" 8'-!?" 8' -6" — 155 8' -5" 7' -5" 6' -8" 6'-1" — 10' -0" 9' -4" 8'- f0" 8' -5" — 160 8' -4" 7' -4" 6' -7' 6' -0" — 9' -11" 9' -3" 8' -9" 8' -4" — • 165 8' -4" 7' -3" 6' -5" 5'-11" — 9'-11" 9' -2" 8' -8" 8' -4" — 170 8' -3" . 7'-1" 6' -4" . 5' -10" — . 9' -10" 9' -2 " 8' -8" 8' -3" — 175 8'-1" 7' —O" 6' -3" - 5' -9" .— 9' -9" 9' -1 " e-7 8' -2" • — 180 8' —O" . 6' -11 " 6' -2" 5' -8" — 9' -8" 9' -0" 8' =6" 8'-1" — 185 7' -10 "• 6' -10" 6'-1" 5' -7" — 9' -7" 8'-11" 8' - 5" B' -O" — 190 7' -9" . 6' -9" 6' —O' . 5' -6" — . 9' -6" 8'-11" 8' -5" 7'-11" — 195 7' -8" , 6' -8" 5' -11 " 5' -5" — 9' -6" 8' -10" 8' -4" 7' -9" — 200 7' -7" . 6' -7" 5' -10" 5' -4" — 9' -5" 8' -9" 8' -3 7' -8" — 205 7' -6" 6' -6" 5' -10" 5' -3" — 9' -4" 8' -9" 8' -3" 7' -7" — 210 7' -5'. ••6: -6: • . • • • 5:•9'• • 6' -3" • — 9' -4" 8' -8" 8' -2" 7' -6" — 215 7'-4 ". • • 6 ' — .4" • • • •: 0'4 .: • J' -2' — 9' -3' 8' -7" 8' -1 " 7' -5" 220 7' -3" , • • 6 - "• •. 5 : •6 — 9' -2" 8`-7" 8' —O" 7' -4" — 225 7' -2 ".. 6' -1" 5' -6" . 5' -1" — 9' -2" B =6' 7 -11" 7' -3" — .7I URM QAR Lt1141,11Mis tinAK1 • MAXIMUM DESIGN PRESSURE RATING 'W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN 'L' FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) - LAX. SPAN FOR STORM BARS W/REGULAR CONCRETE ANCHORS . - . • • IF r.. • • /1 it1iINC. \ TILLIT TESTING & ENGINEERING COMPANY 8593 N.W. 36th St Sta. 117 — VOlC644 6AROO . 11 33165 Phone : (903)671 -15X . Fat : 000671-15J1 1 EB- 0006719 WALTER A TILLIT Jr., P. E. FLORIDA Lic. 44167 60mm SLAT ROLL -UP SHUTTER WILLARD SHUTTER COMPANY . . (ASSA / 180) 4420 N.W. 35th C7 MIAMI. FL 33142 ay.6. t /xrcm3oR DATE rx1 X. 9 oncornow AS SHOWN SCALE 6/29/04 04 -085 DRAWING No SHEET 11 OF 14 • • • •.• • • • • • • • • • •• • • • • • • • • • • • * STORM BAR SPAY I G: SHALL; :SOCH: Jf-I T: MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. •• • •• • • ••• • • • • ••• • • • • • • • • • • • • • •••' • • • • • • • • • • • • • • •• •• • • • •• •• JUN 3 0 ?ON Ap,-C; -:...* eump!yirga with She N z : 1 :_ o o " hiia •at1c. r s-• 1");v15io:: b, F.B.C. (H. V.H.Z.) /MIAMI —DADE COUNTY MAXIMUM DESIGN © TYPE 1 HEADER 2" x 3" x 1/8" ' a TYPE 2 HEADER 2" x 4" x 1 /8" / O TYPE 3 HEADER j 2' x 4' x 1/4" O TYPE 4 HEADER 2' x 6 x 1 /8 LOAD w" (p.s.f.) STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT S 5' -0 "• 5' TO 7' • S 5'-0 "- 5' TO 8'• 8' TO 10% S 6' -d' 6' TO 8'' 8' TO 10' 10' 7O 12'- 12' TO 74' S 6' -0 "" 6' TO 8' • 8' TO 10'• 10' 7O 12' 12' TO 14 4a 0 11'-4" 9' -8" , 13' -6' 11 ' -2' - 10' -0" 14' -11 ' 13' -10' 13' -1 " . 12'-2" . 11 ' -3 ". 16' -8" 15'-2" 13' -7" 12• 11 ' -6"- 45.0 10' -9" 9' -1' •13'-l'" . 10' -6 ". 9'-5" 9-5 14' -5 ". 13' -5 , 12' -6 ". 11' -5 " f0 -7 " 16 -2 14 -4 12' -9 "- 11' -8 ° , ' • 10 -10 , 50.0 10' -3 "- 8' -8 "- 12' -7` 10' -0" . 8'-11" 14'-1" 13'-1" - 11 ' -11 ". 10' -10' 10'-1" 15'-8" 13' -7' • 12' -2" - to'-sr 55.0 9'-9 - 8' -3' . 12' -0'. 9' -6" • 8' -6' . 13' -9" • 12' -8 "- 11 ' -4" ,_10' -4" 9 ' - 7° 1 4' -11." 12' -11 ", i 1 ' -7" 10 -7' - ' " 9 -9 = 60.0 6 7'-11"- 11 ' -6' . 9' -1 ° - 8' -2' . 13' -5" _ 12' -2" . 10' -10' " 9' -11 ° - 9' -2" 14' -4" . 12'-5 - 11'-l 10'-1"- 9' -4" 65.0 8'-11" 7' -7" , 11'-1" 8' -9" - 7' -10 "- 13' -2" . 11' -8" , 10' -5 " 9' -6' • 8' -10! 13' -9 " 11 ' -11 ". 10' -8' • g' -9' - 9'-0"- 70.0 8' -8 "- 7' -4 "• 10' -8 ". 8' -5" - 7' -6" - 12'-11" 11' -3 10' -1 " 9' -2" • , 8' -6" 13' -3" . 11'-6" . 10' -3" - 9' -4' , 8' -8'. 75.0 8'-4 - 7'-1" 10' -3'• 8' -2" • 7' -3" _ 12' -6" _ 10' -10 "_ 9' -9" 8' -10 "• 8' -3" . 12' -9" 11 '-1" . 9'-11"' g' -O" • 8'-4". 80.0 8' -1 " • 6'-10". 10 7' -10' 7'-1" - 12'-2" , 10'-6" 9' -5' 8'-7" 7 12'-5" . 10' -9" - 9' -7` 8' -9" B' -1 `- 85.0 7' -10" - 6' -7" . 9' -8 "- 7' -8" - 6' -f0'- 11' -9 "- 10' -2 ", 9' -1" 8' -4 " 7' -9" 12' -0" 10' -5 ° - 9' -4" - 8' -6° - 7' -10° 90.0 7' -7" • 6' -5" 9' -5" 7' -5" • 6' -8" 11' -5" - 9'-11" 8' =10" • 8'-1` 7' -6" . 11' -8" 10'-1" • 9' -0" - 8' -3" - 7' -8" 95.0 7' -5 - 6' -3" 9' -2" 7' -3" • 6' -6 ". 11' -2 ". 9' -8' • 8' -8' 7' -11" 7' -4" 11' -4" 9' -10" 8' -10" 8' -0° - 7' -5". 100.0 7' -3 "_ 6' -1 "• 8' -l1", 7' -1" ' 6' -4 ". 10' -10 " 9' -5 8' -5" 7' -8 7' -1" . 11' -1" 9' -7" - 8' -7" - 7' -10 ". 7' -3 105.0 7' -1' . 6' -0" - 8' -8 ° • 6' -10 "- 6' -2 "- 10' -7 ". 9' -2 ". 8' -3" 7' -6" 6' -11 "- 10' -10" 9' -4 • 8' -4" - 7' -8° - 7' -1 ". 110.0 6' -11" 5' -10 "• 8' -6 "- 6' -9" , 6' -0 ". 10' -4 ". 9' -0" 8' -0" 7' -4 ". 6' -9" 10' -7" 9' -2" • 8' -2" 7' -6" - 6' -11" 115.0 6' -9" - 5' -8" , 8' -4". 6' -7" ' 5' -10 " 10' -2 " 8' -9 "- 7' -10 "_. 7' -2" 6' -8" • 10' -4' 8'-11" 8' -0" - 7' -4" • 6' -9 "- 120.0 6' -7" - 5' -7 "- 8 -2 ° . 6' -5 - 5' -9 "_ 9' -11 ° . 8' -7 ° , 7' -8" - 7' -0" 6' -6" . . 1 -i° 8' -9" _ 7' -10 ° . 7' -2" . 6' -7'- 125.0 6' -6 "- 5'-5" - 8' -D'• 6' -4" - 5' -8 9' -9 ". 8' -5"_ 7' -6 6' -10" 6' -4" 9'-11 8' -7 ° - 7' -8" - 7' -0 "- 6' -6 ". 130.0 6' -4" - 5' -4 "- 7' -10' 6' -2" _ 5' -6 "- 9' -6 "• 8' -3" , 7' -5' 6' -9" 6' -3" • 9' -9" 8' -5" . 7' -6 - 6' -10 "- 6 -4" 135.0 6' -3" - 5' -3" - 7' -8" - 6'-1" , , 5' -5" • 9' -4" 8'-1" • 7' -3" 6' -7" 6'-l" 9' -6" 8' -3" - 7' -5" . 6' -9" - 6' -3" • , HEADER LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING NW" (p, s. f•) AND CORRESPONDINQ •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• / L1 . r p' TILLIT TESTING & ENGINEERING COMPANY 8193 5.E 6675. se. St. 277 - VRGNN CA55 . 7a .33166 Phone : (J05)871 -7360. Far : (303)671 -1167 - - E8- 0006719 WALTER A. I7WT Jr, P. E. FLORIDA Lic. # 44167 60mm SLAT ROLL -UP SHUTTER WILLARD SHUTTER COMPANY (Ass4 j 180) 4420 N.W. 35th CT MIAMI, FL 33142 951 N. O[SCBRPoR DATE Ri1G M 3 OESC15171011 AS SHOWN SCALE 6/29/04 DATE 04 -085 DRAWING No SHEET 12 OF 14 • • • • ••• • • • • • • • • • • • • • • • • • ••••. • • • • ••••• •••• • • • • • • • • • • • •••• •• • •• • • • • ••• • • • • ••• • • • • • • •• • • • • • • ••• • • • • • • • • ••• • • • ••• • • S'A LA AL. 1 " • _, - USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 - 98) • JUN 3 0 2004 AppetrTcic; ._ cc ;r' st ni , t6� € ori'i] ..cs. .•Cr etas. By F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY . MAXIMUM 2 © TYPE 1 HEADER T TYPE 2 HEADER O O TYPE 3 HEADER J J TYPE 4 HEADER STORM BAR H HEIGHT S STORM BAR HEIGHT S L STORM BAR HEIGHT t 5' -0" ' 5 5' TO 7' , j j 5' -0 ,. 5 5' TO 8' 8 8' TO 10' - a a 6 6 6' TO 8' 8 8' TO 10' 1 10' TO 12' 1 12' TO 14', S S 6' -0' , 6 6' TO 8' 8 8' TO 10' 1 10' TO 12' 1 12' TO 14' - 140.0 6 6 - 5 5' -2' . 7 7 5 5 5 5 • 9 9' -2" 7 7 7 7 6 6' -6" 6 6' -0" 8 8' -8' 8 8 7 7' -3" 6 6' -7' 6 6' -2" 14.5.0 • 6 6'-0 . 5 5 . 7 7' -5' 5 5' -10' 5 5' -3' - 9 9' -0' 7 7' -10" 7 7-0" 6 6' -5" 5 5 8 8' -6" 8 8' -D" 7 7.--1° 6 6' -6" 6 6' -0" 150.0 ' 5 5 5 5' -0 . 7 7' -3" 5 5' -9" . 5 5' -2" . 8 8' -10" 7 7 6 6' -10" • • 6' -3' 5 5' -10" 8 8' -4' 7 7' -10" 7 7' -0" 6 6' -5' 5 5 155.0 • 5 5' -10" . 4 4'-11" . 7 7' -2 ". 5 5' -8" . 5 5 8 8' -9" 7 7 6 6' -9" 6 6' -2" 5 5' -9" 8 8' -3" 7 7' -8" 6 6' -11' 6 6' -3' 5 5' -10" 160.0 - 5 5' -9 "- 4 4 . 7 7 • 5 5' -7" . 5 5' -0 . 8 8' -7' 7 7 6 6' -8" 6 6 5 5' -7" 8 8 7 7' -7" 6 6' -9" 6 6' -2' 5 5' -9' 165.0 - 5 5' -7" - 4 4' -9" , 6 6 5 5' -6' - 4 4 8 8' -5" 7 7' -4" 6 6' -7" 6 6' -0" 5 5' -6" 8 8' -0" 7 7' -6" 6 6' -8" 6 6 5 5' -8" 170.0 . 5 5' -6 "- 4 4' -8`. 6 6' -10', 5 5' -5" - 4 4' -l0" 8 8' -4" 7 7' -3' 6 6' -5 5 5' -11' 5 5' -5" 7 7' -10" 7 7' -4" 6 6' -7" 6 6' -0" 5 5' -7" 175.0 5 5 ' -6 " 4 4 -7" - 6 6' -9'- 5 5' -4 . 4 4' -9" 8 8' -3" 7 7' -1" 6 6' -4 5 5' -10" 5 5' -4' 7 7' -9" 7 7' -3 6 6' -6` 5 5 5 5' -6" 180.0 - 5 5'-5 "- 4 4'-7 ". 6 6' -8 ". 5 5' -3" 4 4' -8` 8 8' -1' 7 7' -0" 6 6' -3` 5 5' -9" 5 5' -4 7 7' -8" 7 7' -2" 6 6' -5' 5 5' -10" 5 5' -5" 185.0 5 5' -4 ". 4 4' -6 "- 6 6' -7 ". 5 5' -2" 4 4' -8 • • 8' -O" 6 6' -11" 6 6' -2" 5 5' -8" 5 5' -3" 7 7' -6" 7 7' -1 6 6' -4" 5 5' -9 5 5'-4" 190.0 - 5 5 - 4 4' -5" - 6 6' -6" . 5 5 • 4 4' -7 ° . 7 7 6 6' - W W-1 5 5' -7" 5 5' -2" 7 7 6 6 6 6' -3' 5 5' -8" 5 5' -3" 195.0 - 5 5' -2 ". 4 4' -4 ". 6 6' -5 "• 5 5' -1" . 4 4' -6" 7 7' -9' 6 6' -9" 6 6' -0" 5 5' -6" 5 5' -1' 7 7' -4" 6 6' -10" 6 6' -2" 5 5' -7" 5 5' -2" 200.0 • 5 5' -1" 4 4' -4 ". 6 6' -4 " 5 5' -0" . 4 4' -5 ". 7 7' -8" 6 6' -8" 5 5' -11" 5 5' -5" 5 5' -0" 7 7' -3" 6 6' -9" 6 6' -1" 5 5' -6' 5 5' -1" 205.0 5 5' -1 "- 4 4' -3 ". 6 6' -3 ". 4 4' -11" 4 4' -5 "• 7 7' -7" 6 6' -7 5 5' -11" 5 5' -4" 5 5' -0" 7 7' -2" 6 6' -8" 6 6' -0" 5 5' -6" 5 5' -1" 210.0 • 5 5' -0" . 4 4' -3' 6 6' -2 "• 4 4' -10 " 4 4' -4 " 7 7' -6" 6 6' -6" 5 5' -10 5 5' -4" 4 4 - 7 7' -1' 6 6' -7" . 5 5 5 5' -5" 5 5' -0" 215.0. 4 4' -11" , , 4' -2 "- 6 6' -1" 4 4' -10 " 4 4' -4 "- 7 7' -5 . . 6' -5 5 5' -9 5 5' -3 4 4' -10 7 7' -0 6 6' -6" 5 5' -10" 5 5' -4" 4 4' -11" 220.0' 4 4' -10 ". 4 4' -1 6 6' -0 4 4' -9 ". 4 4' -3`• 7 7' -4" 6 6' -4" 5 5' -8 5 5' -2' 4 4' -10 6 6' -11" 6 6' -6" 5 5' -9 5 5' -3" 4 4' -l1" 225.0 4 4' -10" - 4 4 ' 5 5 4 4' -8" ' 4 4 • 7 7' -3 6 6' -3" 5 5' -7" 5 5 4 4' -9" 6 6' -10" 6 6' -5" 5 5 5 5' -3" 4 4' -10" /1 iENC. \ TILLIT TESTING & ENGINEERING COMPANY 8525 ML PAw�(.51 �n i Fax u� 33166 E8- 0006719 WALTER A TILLIT Jr., P. E. FLORIDA Lk. / 44167 60mm SLAT ROLL -UP SHUTTER WILLARD SHUTTER COMPANY (ASS4 / 180) 4420 N.W. 35th CL MIAMI, FL 33142 •y. a MOW= OAFS AS SHOWN SCALE 6/29/04 DATE 04 -085 DRAWING No SHEET 13 Of 14 •• ••• • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • •••• • •• • • • • •••• • ••• •• •• • • • ••• • • • • •• • • •• • ••• • • • • ••• • • • • • • O. • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• HEADER LOADING CHART " MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER, , (USE NEGATIVE PRESSURE VA - AS ' ASCE 7 -98j' rr JUN 3 0 2004 !CC•ri. bill. Coz,i Date o 09 64 . Mi. tt 5a E,. P.. Coatrai Dirisiue �I F.S.C.(H.V.H.Z.) /MIAMI -DADE COUNTY _tary LOADING CHART RATING 'W' (p. 8. f.) AND CORRESPONDING MAXIMUM .,.. C'(FI) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.). - (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -98) • MAXIMUM DESIGN LOAD 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 80.0 85.0 90.0 95.0 100.0 105.0 710.0 115.0 120.0 125.0 130.0 135.0 140.0 145.0 150.0 155.0 160.0 165.0 170.0 175.0 180.0 1850 190.0 1.95.0 200.0 205.0 210.0 215.0 220.0 225.0 TYPE 1 MULLION r x4'x 1/8' NNW MILLION SPACING j 4 9'-0" 8' -8' 8 -4 8' - 1 •" 7' -10' 7 7' -5" 7' -3' 7 7 6' -10' 6'-9" 6' -7' 6' -6' 6' -5' B -4' 6 -3" 6' -2' 6' -1' 6 -0" 5' - 5' -10' 5 -9' 5 =9" 5-8 5' -7' 5 5=6 5=5 5=5 5=4 5=4 5' -3' 5=3 5' -2" 5' -2" 5 =1" 5 -1 " 4'T05' 8-4° 8' -0" 7' -9" 7' -3' 7'-1" 6' -11" 6' - 9" 6' -7" 6' -4" 6' -3` 6' -2" 6 1 ° 5' -10" 5' -8" 5' -8" 5 -7 5' -6" 5' -5' 5 -4" 5' -4' 5 -3" 5' -2" 5' -2" 5 5 5' -0' 5 -0" 4' -11" 4' -11" 4' -10' 4' -9" 4' -9" 4' -8" 5' TO 6• 7' -10' 7' -7' 7 -3" 7' -1" 6' -10' 6•.•8' 6' -6" 6' -4' 6' -3" 6' -0" 5=11 • 5' -9' 5' -8" 5' -7" 5' -6" 5 -4" 5' -4" 5' -3" 5' -2' 5 • 5 5' -0" 1' 4' -11" 4' -10" 4' -10" 4' -9' 4 -9" 4 -8" 6' 70 8' 8' -2" 7' -10' 7'-7" 7' -4" 7' - 2" 7' -0" 6' -10' 6' -8" 6' =6" 6' -4" 6' -0" 5' -11' 5' -10" 5' -9" 5' -8" 5' -7" 5' -6 "' 5' -5" 5' -5" 5' -4" 5' -3" 5' -2" 5 5' -1" 5' -0" 4' -11" 4' -10" 4' -8 • 4' -7: 4'4 "" • • 4 ' • • • 4 4' -9" •4' -8" • • • • • • -7' 0 TYPE 2 MUWON 4' x 4' x 1/4' MULLION SPACING S 4' -0' 11 -9" 11 10 - 11 10' -7" 10 -0" 9' -9' 9' -6' 9' -4 9' -2" 8 . _ 6 . 8' -5" 8' -3' 8' -2 8' -O" 7'- 11' 7' -10" • 7' -g • 7 -8" 7' -6" 7' - 7' -4" 7 -3" 7' - 2" 7 -2" 7 7' -0" 6' -9" 6 • • • v -8' 6 . :7 " 4' TO 5' 10' -11 10' -6" 10' -2" 9" -10" 9' -7 9 -4" 9' -0" 8' -10" 8' -8" 8' -6" 8' -4" 8' -2" 8' - 1" 7' -10" 7' -8" 7' -7' 7' -6" 7 -5" 7' -3' 7' - 2' 7' -1" 7' -0' 7' -0" 611" 6 -10" 6' -9 6' -8' 6' -7' 6' -7' 6' -6' 6' -5" • . .': • • • • 6' -4" l'.3'• . • • • C -2: .. • C -2 "• 5' TO 6' 10' -3" 9 -10' 9' - 6" 8 8' -9" 8' -6' 8' -4' •8' -2" 8' -0" 7' -10" 7' -8" 7 -7" 7' - 5' 7 -4" 7' =3' 7' -0" 6 , 6' -10' 6' -9" 6' -8" 6' -7" 6' -6" 6 6' -5" 6 6' -3' 6' -2" 6 6' -1" 6 -0' 5' -11" 6' TO 8' 10' -8" 10' -3' 9 -11" 9' -7" 9' -4' 9' -1" 8' -8' 8' -6" 8 8' -2" r-11" 7 7' -8" 7' -6" 7' -5" 7 7' -3 7' -2" 7 -1" • 7' -0" 6' -11' 6 -10" 6 6' -8" 6' -7 6' -6' 6' -6 6' -5" 6 6 6 6 6' -2" 6' -1" 6' -1' 6 TYPE .3 MULLION 4" x 6' x 1/4' MULLION S 4' -O" 16' -4' 15' -8" 15' -2" 14' -8' 14' -3' 13' -1 13' -3" 12' -11 12' -8" 12' -5" 12' -0" 11' - 10' 11' -8" 11' -6" 11' -4" 11' -2' 11 ' -0' 10' -11' 10' -9" 10'-8" 10' -6" 10'-8" 10' -3" 10' -2" 10•-0• 1 9' -10 • ..i 6 • • 1 • • . . 46 9' -8" 9 -7 " 9' -6" 9' -5' V-4" 9' -2" 4' TO 5' 15' -2" 14' -7" 14' -0 13' -8" 13' -3" 12 12' -7' 12' -3" 12' -0" 11' - 9" 11' -7" 1P-4" 11' -2" 11' -0" 10 -10 10' -8' 10' -6" 10' -4" 10' -3" 10' -1 " 10•-0 9 -10" 9' -9" 9' -8" 9' -7" 9' -5" 9 ' -4" 9' -3 9' -2" 9' -1" 9' -0" 8' -1 1 " 8' -10" 8' -9" 5' TO 6' 14' -3" 13' -9' 13' -3" 12' -10' 12' -5" 12' -2" 71•10' 11' -7 11 11' -1" 10' -11' 10' -8" 10' -6" 10' -4" 10' -2" 10' -0" 9' -11" 9' -9" 9' -8" 9' -6' 9' -5" 9' -3" 9' -2" 9' -1" 9' -0" 8' -11" 8' -9" 8' -8" 8' -7" 8' -5' 8' -4" 8' -2 8' -2" 8' -1" 8' -0" 6' TO 8' 14' -10 14' -4' 13' - 10 13' -5" 13•-0' 12' -8" 1 2'-4' 12'-1" 11' -10 11 -4' 11' --2" 11 -0' 10' -9' 10' -7' 10' -6' 10' -4" 9'- 1 1' 9•-7• 9' -6" 9' -4" 9' -3" 9' -2" 9'-l" 9' - 8 -10' 8' -7" 8' - 6" 8' -5" 8' -4" 8' TO 10"10' TO 12 13' -10 13' -0" 13' -3' 12' -6" 12' -10 12 12' -5" 11 ' -8' 12' -1' 11' -4" 11' -10 11' -1' 11 10' -9" 11' -2" 10' -6' 11'-O" 10' -9" 10' -1 10' -6' V-11" 10' -4" ' -O 10' -2" 9' -7 TILLIT TESTING & ENGINEERING COMPANY Phan*: 07 . rat : M4)871-1531 FORMA Lic. # 44167 60mm SLAT ROLL-UP SHUTTER WILLARD SHUTTER COMPANY 4420 NW. 35th CT. WAIL FL 33142 MSCRIPTION DAN 4 DAN AS SHOWN SCALE 6/29/04 04-085 DRAWING No SHEET t4 OE 14 MIES : REFER TO ELEVATIONS ON SHEET 1 OF 14 1 -. FOR MULLIONS INSTALLED W/0 STORM BARS V A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 2-. FOR MULLIONS INSTALLED W./ STORM BARS & HEADER$ v A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED B) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED --