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SHUTTERSIssue Date: 8/17/2006 Owner's Name: DAVID BOCKNER Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1199 99 Street NE Contractor(s) ALUMINUM EXPRESS INC Phone 305 - 625 -1550 Primary Contractor Yes Comments: ACCORDIAN SHUTTERS Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/13/2007 Type of Work: SHUTTERS Additional Info: No of Openings: 18 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 Applicar$ Signature Re Parcel #: Block: Section: Shutter Attachment Shutter Final Permit Status: APPROVED Permit Number: WS -8 -06 -2148 Phone: Total Square Feet: Total Valuation: uired Ins • ections 1132050180010 Lot: PB: 0 $ 10,950.00 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $2.20 $280.00 $9.00 $7.00 $304.80 Invoice Number WS - 8 - 06 - 25905 Total: Amt Due $304.80 Amt Paid TESFWEE UG 2 5 2006 J C3Z(D 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. ScP Passed Inspector Comments 1i.` 0X CVI go Cula& Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11101/2006 Inspector: Grande, Claudio Owner: BOCKNER, DAVID Job Address: 1199 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALUMINUM EXPRESS INC Buildinu Defaartment Comments Tuesday, October 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Nov 0 2 2006 CI.. Inspection Number: INSP -24763 Permit Number: WS -8 -06 -2148 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050180010 Lot: Phone: 305 - 625 -1550 Page 1 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -06 -2148 Invoice Number: WS -8 -06 -25905 Applicant: DAVID BOCKNER Company Name: Owner Address: 1199 NE 99 ST MIAMI SHORES, FL 33138 Job Address: 1199 99 Street NE Miami Shores Village, FL 33138- Date Friday, August 25, 2006 08/25/2006 Check Payment Type Check Number 3210 Amount $304.80 Change $0.00 Total Payment: $304.80 Page 1 of 1 Date Friday, August 25, 2006 08/25/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -06 -2148 Invoice Number: WS -8 -06 -25905 Applicant: DAVID BOCKNER Company Name: Owner Address: 1199 NE 99 ST MIAMI SHORES, FL 33138 Job Address: 1199 99 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 3210 Amount $304.80 Change $0.00 Total Payment: $304.80 Page 1 of 1 Note OF COMMENCEMENT A IISXIIIDED COPT Mt DEPOSES Oil VIE Jos mum 1 I OF flRST NSFECRON PERMIT 40• TAX FOLIO WO. STATE OF FLORIDA: cowry OF mum-DADE: THE UNDERSIGNED hereby gives notice that Arprorernents wit be node b propeny, and In acoontence with C1mp{arT13, !tea the bile Is provided In this Notice of 0=mRlm :fl 2. Description of Improvement d, CCrtractor's name and address: Notary. Public Print NQrys Warne My cyamrnission expel: 14:01{60 PAGE 4 too: ACCORDION SHUTTERS 111111111111111111111111111111111111111111111 CFN 2006R0923057 OR Bk 24853 P9 1366; Ups) RECORDED 08/24/2006 14:24:06 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE N t t. at description of proport arad street/addr s: 1199 N E 99TH su 3. nerve and add: _ DAVID BOCKNER 1199 N.E 99TH ST MIAMI SHORES FLa,31_38 interest in papally. Name and dress of fee Ovule t:40°4er: ALUMINUM EXPRESS INC. 7955 W 28TH AVE HIALEAH, FL 33016 S. Surety: (Payment bond required by comer from contractor, if aryr} Name anti address; N A Amcxsrt of bond 0. Lendert nine and adds A 7. Persons withh the -stets of Fkx1CIa d+ nated b Owner upon wham notioes or other doota oats may be aerv'ed as provided by Section 713.13(1) a)7., lOdde Statutes, Name and address: N/A 8. in addition to hkneel f „cy±► aril- eApples t#re foaming persons to mike a cepy of the Lienor % as provided In Section 713.13(1) b), Florida Statutes. Name end Latium: ALUMINUM EXPRESS INC 7955 W 28TH AVE HIALEAH, FL 33016 0. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording trims a different date is specified} nature of Owner Print Owes hiame A e k h a �( FePartiti by /11 A : /440 Swam to and sebacribed before ma this I'-L day of y1. . 20 2, 1 Q y Address -) 7 to 2.8 Ao e an8.Baez . 4,1 ;fl /r ;i14-+ _F ? . ion ituv16 8410 . Deo02aOO6 0) 6 NNULO. 0 \ 801 cc, 0:3 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) O 4 v / j) /BOG Xi) z It Phone # 3 © 7 ( t / 9 9 . Owner's Address J / 9 9' /1/ E, 9 9 sr City /ld%f i /17 i 3k »'5 State Zip 33 j n g Tenant/Lessee Name Phone # Job Address (where the work is being done City Miami Shores Villas a County . Miami -Dade Zip 33 / 3 8 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ,G - 4 Jvfi7Cl,,' t j ,/ziss Phone # 4'5 6 j Contractor's Address '2 o Lei 7 ,4 v State / Zip 33 City p f , Type of Work: OAddition Describe Work: Submittal Fee $ Qualifier Name Phone State Certificate or Registration No. Certificate of Competency No. q 7 8&‘")(..5 2/ 3 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 619 6 ° ********* * * * * * * * * * * * * * * * * * * * * * * * * * * ** * *F * *** ** * ***** * * * *** * *** * * * * ** * ** Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPB Structural Review. $ ,v.ia i Shores V11ag aus 1 5 Zoos Bilg Department B i iiiiiii 10050 N.E.2nd A.venue, Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Bond $ Code Enforcement $ Double Fee $ Permit No 8 Master Permit No. Electrical Plumbing Mechanical Roo€i a 1/9 /g g9s /ER T/16,758 viz Phone #'Q5 ' 3 i 1 J Square / Linear Footage Of Work: 5 rCJ tp CCF $ CO /CC Tecbn.logy Fee $ Zenirg S Total Fee Now Due $ Signature (Revised 02/08/06) Sign: Print: 7v. , My Commission Expires: De, . el- c APPLICATION APPROVED BY: who iderssonally known to me'or who has produced As identification and who did take an oath. NOTARY PUBLIC: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com ncement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In he absence of such posted notice, the inspection will not be approved and a reinspection fee will bpc!prged. Owner or Agent The foregoing instrument was acknowledged before me this \ day of . �o ° 1- , 20 cam, , by .t Je_ J i d �� , day of 4; t, rl 4 fifD16$ 02, 20+?6 :lyslded Si The fore L O0(t, , by who itper'•nally known to me or who has produced as identification and who did take an oath. Contractor oing instrum was acknowledged before me this 'kr NOTARY PUBLIC: • Sign: ,,�.0 Print - ��;I i � PZ . My Commission Expires: - D. « ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** fiatZ cbr.1.* lui 1 /Di684!O a � c 1)2, 2006 Bonded A ' mtt Atl alfc Bonding Co., h * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning OP. WIID I Q�JE IHrr 11 2 3 4 5 7 8 9 10 1111 12 113 114 115 116 117 118 75 1112 38 38 53 11112 38 53 11119, 38 75 34 70 38 74 38 39 4 39 51 511 39 39 51 39 39 511 70 70 85 511 39 51 6 1 0 ACC I6 ACC IW DAVID IBOCK•ER 1199 N.E. 99TH ST MAME SHORES, FL 33138 ACC IL ACC IS ACC Il91 ACC ILI 811' 1" ACCORDION S 566 SQ. IET. IVORY ACC 2 ACC 3 IFIR0N - r 03 6 ' To ACC a co 1 MAN IROO]F Ern I I SIC 1?LOOIR IP 110 ]IS ACC ID ACC 9 .•.••• •• • • • • •• • • • . •••• • •••• • •• •• •. • •r•• • • • • • •• • •• • • • • • • • .•4:• 7 2 1 • ail Cr 4141 • :Florida Storm Panels • 14475 N.W. 26 Avenue • .Opa- locka, �`L 3 '305 4 • .:(30$) 685 , 9 9'90 • (305) 685 -9000 • FAX (305) 685 -7511 • r. Building Official • Dear Mr. Building Official: 'We are Dade County Notice of Acceptance holder for the HPMA / Performance System 1" Aluminum Accordion Shutter under Product Approval number 06 0105.03 (Previously .02 1203.01). This letterauthorizes ala �� to use our Y HPMA / Performance.S stem 1" Alumium Accordion Shutter under .number 06- 0105.03 to be used at the following job: Sincerely, Victor V.Cruz President • • • • • •••• •••. • •••••• • • • • • ••••• • • •••••• • • • • • • • • •. • ••••••e •• • • . •.••• • • • •. :. • •• • • • ACCORDION SI ii• � ;OJ UCT APPROVAL AUT•HORMA'TION CORM Enrique Revilia OR Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. .• • • - • • • - . .. -- • - - - • ••• RAMMS ENGINEERING, IN C • ' Kd =1.00 2100 W 76 ST. #311, HIAG. 531:16r: FLORIDA BUILDING CODE, 2004 Robert S. Monsour, P.E. Fl # 11 7 d00$024 • • ASCE 7 - 02 WIND CODE - . DESIGN WIND LOADS (LBSlSQFT) OOOOO • •• •.• ••• 146 MPH ZONE • •• • • . • Interior & Exterior Zones (4&5 - Allan•) iotitive Pressures, EXPOSURE C For the 146 mph ` TAI Zone •- • • Height - • (Maxi um) Effective Wind Area (or, Tributary Area) in Square Feet AP 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 1 (.521.7..? 52.3 50.8 49.8 49.0 \ . 48:4 20 • 58.0 55.3 53.8 52.7 51.9 I 51,2 25 • 60.5 57.8 56.2 55.1 54.2 53.5 30 • 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 , 64.0 . 62.2 60.9 60.0 59.2 50 70.2 67.0 . 65.2 63.9 62.8 62.0 60 I 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height i \ M m) i Effective Wind Area (or, Tributary Area) in Square Feet I 20 I 30 I 40 I 50 60 -1 • f -1.05 1.02 -0.99 j -0.98 -0.96 15 i - •.4 I -56.9 1 -55.5 I -54.4 j -53.6 I -53.0 20 I - .' I -60.3 i -58.7 . -57.6 f -56.8 -56.1 25 j -65.7 ! -62.9 -61.3 -60.2 1 -59.3 -58.6 30 j -68.5 l -65.6 1 -63.9 j -62.8 -61.9 -61.1 40 ! -72.6 ! -69.6 l -67.9 ! - 66.6 '; -65.6 -64.8 50 -76.1 , -73.0 j -71.1 -69.8 -68.8 -68.0 60 I -78.9 I -75.7 ! -73.7 I -72.4 1 -71.3 I -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 - - j -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 1 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 -65.5 -64.1 - - 25 -81.0 -75.6 -72.4 -70.1 -68.4 -6619 .• 30 -84.5 1 -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 -83.6 -80.1 -77.6 -75.7 -74.1 50 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 .. 60 ...... .. -97.4 -90.9 -87.0 . -84.3 -82.2 -80.5. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft (h = mean roof height in feet). AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROR F 9l / 1 . 14 • • ..• • • • •.. •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: / / '7jL,e. 57" Permit No. ef2$— Z! S/$. Opening 11 Description of Window Product Acceptance Product A proval Opening Design Rough Opening Shutter Re • uired Mullion Required Impact or tooror •u ion um•er 1 ressure lze es 'o 'es o es/ o ( +) PSF ( - ) PSF ( +) PSF ( -) PSF Q )I . 0 D 0 Li; D(v0105.03 - '7'X3 /1 1/ HZ X two Y 3 1/ // 1 .2-Z / /22( :39 // /1 .S // el 36 X5 G // 1 / 5.x_57 !/ / ! f�3 35 •••• r( i/ X .�/ 1 / z_A 39 . . .. .. .... •• • ! q (e 1) 1/ // 7 X5l _L2 / / / _17 )R' '7 0 ( 1 i 34/'x') .._.. .. .. '.. . / D /9Q2 If !( g /6 1,() i it) 04 uJ it 0.. X Si •. • • `- 1 ‘( ' I S X'3 9 .. - - - - - , / y / / 1( i'3 9 X S"1 , '..' • . • • • / 4 / / AIINVItMINIIIIINIAII7��� E��7���I�Ii' 4 �,Ir � ��iiMiu•MsINF r r ILWO __ �A�= BUILDING CODE COMPLIANCE OFFICE (BcCp) • PRODUCT CONTROL DIVISION • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels & Accordions, Inc.. • • • • • • • ... .. 14475 N.W. 26 Avenue . • • • • OPA- LOCKA, Florida 33054 • • • • • • • • • • ..' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HPMA / " Performance system 1 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -344, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated November 11, 2005, last revision #1 dated November 11, 2005, signed and sealed by Walter A. Tillit Jr., P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02 1203.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • 000 • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • 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 www.buildingcodeonline.com NOA No 06- 0105.03 Expiration Date: 04/23/2011 Approval Date: 04/13/2006 Page 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS II 11 11 11 CONCRETE ANCHORS (SEE SCHEDULE) SCALE : J /8" = 1" 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. C. /A OR 114 x 3/4" S. M. S. 9 "O. r. e a • • • s O e 1" Min. __ r / 14 "3'S. S. :S. M. S. ;/,7/16 " - 0 x 7/8" LONG NYLON r r BUSHING (Typ. TOP I I BOTTOM) " Min. 11 11 11 11 LJ 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4" S. M. S. O 9" 0. C. BUILD -OUT INSTALLATION - SECTION C /14x2'S.SS S. M. S. (Typ. TOP & BOTTOM) or OPTIONAL BUSHING TOP/BOTTOM) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE L__FoR Min. SEPARATION TO GLASS 1/4" 0 -20 5. S. BOLTS W/ NUT & WASHER 0 9" 0. C. I I 1 I' II II u n II II II II / 14x3`S.S.S.M. S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14x2 "S. S. 5. M. S. (Typ. TOP & BOTTOM) aa p I I OPTIONAL h 4 ' TOP/80TTOM) ¢¢ ��111 /14 x 3/4" 5. M. S. 0 12' 0. C. BUILD -OUT INSTALLATION - SECTION CI SCALE • J/8" _ ," 1 ' 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4" S. M. S. O 9" 0. C. O Q0 DO + 6©or orgZ (> lc> c>( or I ■ K TOP / BOTTOM (OPTIONAL) N. T. S. TYPICAL ELEVATION or® or©1 O orO SEE NOTES ON SHEET 4 OF 6 FOR LOCKING SPEC/FCATIONS as co,m.p? i g S1'3k+2 tile Fatsiit % Diiiding CO+s Accrptanct No 0 6 — Eipir..3;u,1a 1)' 0 Ey Miami Dad . tact Control Divisicr, F.B.C. (High Velocity Hurricane Zone) IL E C O INC. 11LLlT TESTING & ENGINEERING COMPANY 6.355 KW. 38th. St. Ste. 30.5. 14961101 G4POE'N.S. it 33168 Phone : (305)671 -1530 . fax : (305)871 -1531 E8- 0006719 WALTER A. WIT Jr. P. E. FLORIDA L.c. / 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER PUMA STOINI PANELS AND AQcORDA NISy 41Mf. 14475 N.W. 26TH AVENUE PH.: (305)685 -9� A �j 8 -7511 UV. R. 2 OLD 01-069 0•12 11/11/65 RFN N. 3 • 6eseRrnox a/r DRAWN BY: 5: M. 11/11/05 DATE 05 -344 DRAWING 140 SHEET 3 OF 6 CONCRETE ANCHORS 0 1B O. C. POURED CONCRETE REQUIRED SECTION E SCALE : J/8 = 1' J/8'01 HOLE FOR LCO(NG PIN AT STACJONG POSMOV (LOCATION VARIES) /14 x 3/4' S. S. SM.SORJ /16 " Alum. POP RIVETS 0 9" 0. C. (T 2' x 2' x .125" ALUMINUM TUBE • b J . 2' x 2' x .125' ALUMINUM TUBE • • SECTION D SCALE : 3/8' = 1 SECTION 01 (h MULTIPLE SHUTTERS) SCALE : J /8" = 1 • O (OPTIO 1' x 1 ' x .062" ConL Alum. ANGLE /14x3 /4'S S. S. M.S OR3 /1B'/ Alum. POP RIVETS 0 9' 0. C. (Typ.) 1 "x 1'x.062" Cont. Alum. ANGLE OPTIONAL) orQJ (SEE NOTES) S O W © 2` x 2' x .125' ALUMINUM TUBE (OPTIONAL) (SEE NOTES) ONE SIDED SECTION : END CONNECTION DETAIL SCALE : J/8' = 1 • 1' x 1'x.062' Cont. Alum. ANGLE 114 x 3/4' S. S S. ALSOR3 /16'/ Alum. POP RIVES 0 9' O. C. (Typ.) 1' x 1'x.062" Cont. Alum. A."GLS (4) 3/16' • Alum. POP RIVETS OR / 14 x 3/4" S. M. S. (Typ.) CONCRETE ANCHORS EA. ANGLE J/11•• HOLE RN LOCIOVO PIN AT SUCKING PO9TION (LOCATION HMS) /14 x 3 /4' S. Al. S. OR 3/16 0 ALUM. POP RIVET O 9' 0. C. 7'x1 " OR 1'x2`OR 1 1/2'x 1 1/2" OR 1 1/2' x 2' OR 2' x2'OR2'x3'OR2'x 4' OR 2' x 5' x .055' Min. THICK Alum. ANGLE CONCRETE ANCHORS 0 18' 0. C. POURED CONCRETE REQUIRED 2' x 2" x OR J" x 3' x .090" Alum. TUBE POST (606.3-T6 ALLOY) 2' x 2' x .125' x TUBES' SIZE Alum. ANGLE (2 REQUIRED) ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) POURED CONCRETE REQUIRED CONCRETE ANCHORS 0 18' 0. C. EDGE OF SLAB O OR © OR © OR © #0°R ®oft NOTES FOR LOCKING OF HQ & Q 1 -PUSH BOTTOM LOCK J MAY BE USED FOR INSTALLATIONS SECURED FROM TU OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLINGUJ FROM THE OUTSIDE, A 1/8'0 HOLE SHALL BE DRILLED AT9H ANDOJ MUST BE RIVETED FROM THE BACK OFQH TO THE FRONT W/ (2)3/76'. ALUM. POP RIVETS. A 3 8 0 HOLE MUST THEN BE DRILLED AT © TO ALLOW FO J PI TO PASS THRU. WHEN MIST NG JI FROM THE INSIDE, OJ MOST BE RIVETED TO Ql W/(2)3/16 0 ALUM. POP R�A 3/8'0 HOLE MUSTT THEN BE DRILLED THRU H AND TO ALLOW FOR OS PIN TO PASS THRU. 2- 5/16"x1' LOCK O N MAY BE USED ALTERNATIWELLY TO J LOCK FOR INSTALLATIONS SECURED FROM THE OUTSIDE OR'7NSIDE OF D APPED AC PT 18 � 1f H PER CH HSH SHALL BE EW 7X1' OR 1'x2' OR 1 1/2" x 1 1/2' OR 1 1/2" x 2" OR 2" x2'OR2'x3 "OR2 OR 2' x 5 • x .055' ken. THICK Alum. ANCLE 750' 114 x 3/4' S. M. 5 OR 3/16 0 ALUM. POP RIVET 0 9' 0. G ALTERNATE CLOSURE DETAIL W /® SCALE : 3/8' = 1' PRODUCT Ri.V1SED as c333p13 he F1oiiE Balding CeKt AetteptImec No 0 Expiration D- we 0 By Miami Dade Division Ott Ceut CONCRETE ANCHORS 0 9' 0. C. POURED CONCRETE REQUIRED • o3 - Loa F.B.C. (High Velocity Hurricone Zone) MOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLATION. (OPTIONAL) or (SEE NOTES) (OPTIONAL) SECTION E 1 SCALE :J/8' = 1' SECTION E2 SCALE : 4/8' = 7' / IL ECO INC. \ TILL"' TESTING It ENGINEERING COMPANY 6.155 N. D. SL Ste. WOW f.ODOO, FL 33166 Phone Pha : (305 3(11 WOW 671 -1330 . Fax : (303)871 -1531 EB- 0006719 WALTER A. TILL? Jr P. E. FLORIDA Lie. / 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER FZARIDA STORY PANELS AM) ACCORD Sy AMC 14475 N.W. 26711 AVENUE OPA LOCIU FLORIDA 33054 P11.: (305)685 -9000, FAX: :(305)685 -751 ocr. M. 2 COOPTION as OLD 01 -069 COGNITION NV He l Garr DRAWN BY SM. 11/1 7/05 DATE 05 -344 DRAWING 140 SHEET 4 OF 6 MAXIMUM DESIGN LOAD Ni" (p.s.f.) MAXIMUM SHUTTER SPAN FOR SECTIONS - I-" (ft.) MININt1ft1 SEk4rik1 • TO GLASS. (iia) • • ABL.• SECCONS • • 8, 81, 82 C do Cl A • •• 40 14'-1 12' -5' 3" 3° 45 13' -8 11' -8' 3' 3' 50 13' -0" 11' -1' 3" 3" 55 12' -5" 10' -7' 2 3/4" 2 1/2' 9 11' -10' 10 ' - 1" 2 3/4" 2 1/2" C...D° 11' - 5" 9' - 9' 2 3/4" 2 1/2" 70 11' -O° 9' -4 2 3/4" 2 1/2' 75 10' -7" 9' -1' 2 3/4" 2 1/2" 80 10' -3" 8' -9" 2 3/4" 2 1/2" 85 10' -0" 8' -6" 2 3/4" 2 1/2" 90 9' -8" 8' -3" 2 3/4" 2 1/2" 95 9' -5' 8' -0' 2 3/4" 2 1/2" 100 9' -2' 7' -8" 2 3/4' 2 1/2" 105 9' -0" 7' -4" 2 3/4" 2' 110 8' -9" 7' -0" 2 3/4" 2' 115 8' -7' 6' -8" 2 3/4" 2' 120 8' -5" 6' -5" 2 3/4" 2" 125 8' -3' 6' -2' 2 3/4" 2' 130 8' -1' 5' -11' 2 3/4" 2' 135 7' -10' 5' -8" 2 1/4' 2• 140 7' -6' 5' -6" 2 1/4" 2" 145 7' -3" 5' -4" 2 1/4" 2' 150 7' -O" 5'-1" 2 1/4" 2" 155 6' -10" 4' -11" 2 1/4" 2' 160 6' -7' 4' -10" 2 1/4" 2' 165 6' -5' 4' -8" 2 1/4" 2' 170 6' -2" 4' -6" 2 1/4" 2" 175 6' -0" 4' -5' 2 1/4" 2" 180 5' -10' 4' -3' 2 1/4" 2" 185 5' -8" 4' -2" 2 1/4' 2" 190 5' -7" 4' -1' 2 1/4" 2" 195 5' -5" 3' -11' 2 1/4" 2" 200 5' -3" 3' -10" 2 1/4" 2" 205 5' -2" 3' -9" 2 1/4" 2" 210 5' -0" 3' -8" 2 1/4' 2' 215 4' -11" 3' -7' 2 1/4" 2' 220 4' -9' 3' -6" 2 1/4" 2" 225 4' -8" 3' -5" 2 1/4" 2' 230 4' -7" 3' -4" 2 1/4" 2" • • A • 1 • • • MAXIMUM DESIGN LOAD • • V IO.s.f.) • • • • • • • • WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (To CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0 OR LESS 5'-0' TO 8' -6" 1059 5' -0' OR LESS 5' -0" TO 8' -6' 8' -6' TO MAX. ALLOWED ••• FROM 40 TO 60.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 9 9 \ 9 9 9 9 •• FROM >60.0 TO 75.0 9 9 9 9 4 3 9 C 9 9 5.5 5 ■ 9 9 9 9 8.5 6.5 FROM >75.0 TO 90.0 9 . 8.5 8.5 9 - - 9 8.5 8.5 9 4 4 9 9 9 9 5.5 5.5 FROM >90.0 TO 120.0 9 7.5 7.5 4.5 - - 9 7.5 7.5 6.5 3.5 - 9 9 9 9 5 - FROM >120.0 TO 170.0 8 8 - - - - 8 8 - 3.5 3.5 - 9 9 - 5 5 - FROM >170.0 TO 230.0 8 8 - - - - 8 8 - 3.5 3.5 - 9 9 - 5 5 - MAXIMUM DESIGN LOAD "W" (p.s.f) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5'-0' OR LESS 5' -0' TO 8' -6" m g 5' -0" OR LESS 5' -0' TO 8' -6' Y2 FROM 40.0 TO 60.0 9 9 9 9 9 4.5 9 9 9 9 9 6.5 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 6 3.5 9 9 9 9 8.5 5.5 9 9 9 9 9 7.5 FROM >75.0 TO 90.0 9 9 9 9 4 3 9 9 9 9 5.5 4.5 9 9 9 9 9 6.5 FROM >90.0 TO 120 9 7.5 7.5 7 - - 9 7.5 7.5 9 3.5 3.5 9 9 9 9 5 5 FROM >120.0 TO 170.0 9 7 - 3 - - 9 7 - 4.5 3 - 9 9 - 6.5 4.5 - FROM > 170.0 TO 230.0 7 7 - - - - 7 7 - 3 3 - 9 9 - 4.5 4.5 - MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5'-0" OR LESS 5' -0' TO 8' -6' 8' -6" TO MAX. ALLOWED S' -0' OR LESS 5'-0' TO 8'-6° 8' -6" TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 6.5 9 9 9 9 9 9 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 7.5 6 9 9 9 9 9 8.5 9 9 9 9 9 9 FROM >75.0 TO 90.0 9 9 9 9 6 5.5 9 9 9 9 9 8 9 9 9 9 9 9 FROM >90.0 TO 120 9 9 9 8 4.5 4.5 9 9 9 9 7 7 9 9 9 9 9 9 FROM > 120.0 TO 170.0 9 9 - 5 4.5 - 9 9 - 8 6.5 - 9 9 _ 9 9 _ FROM > 170.0 TO 230.0 9 9 - 4.5 4.5 - 9 9 - 6.5 6.5 - 9 9 _ 9 9 _ MAXIMUM DESIGN LOAD "W" (p.s.f.) FLOOR /CEIUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5' -O' OR LESS 5' -0' TO 8' -6' 8' -6" TO MAX. ALLOWED .75 9 9 8.5 FROM 9 9 9 40.0 TO 60.0 9 9 9 9 8 FROM 60.0 TO 75. 9 9 8 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 8.5 7.5 9 9 9 9 6 6 FROM 9 6.5 6.5 >90.0 TO 120.0 9 9 9 7.5 6 - FROM 7.5 6 - >120.0 TO 170.0 9 8.5 - 6 6 - FROM 6 6 - > 170.0 TO 230.0 8.5 8.5 - + MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE E( THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2" .50 ANCHORS ANCHOR MIN. ACING TAPCON OR MAXI -SET TAPCONS 3.0" 3000 psi. (MIN.) CONCRETE CRETE - FLEX SS4 3350 psi. (MIN.) CONCRETE 3.0" MAXIMUM DESIGN PRESSURE RATING MAXIMUM DESIGN PRESSURE RATING "W (n.e.f.) ANQ .. 0O O NG MAXI ANCHOR SPACING On.) SCHEDULE. + • . " W " (p.s.f.) AND CORRESPOk)H d; ; ; ;• • (VALID FOR SECTION A ON SHEET 2). MAXIMUM SPAN "L" SCHEDULE, •• :•: • ▪ (VAUD FOR SECTIO i, 81, B2, C dc CI ON SHEET 2 do 3). • • • ••• • NOTE: • • • • • • • DESIGN PRESSURE RATING CORRESPONDS ONLY TO pEGIATIV'E PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -96,C ITINIt FOR /��• GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. • • • • •• • • ••• • ••• • • • •• • • • • • ••• IdAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING On.) SCHEDULE. + (VALID FOR SECTIONS C1 ON SHEET 3). MAXIMUM DESIGN PRESSURE RATING W (p.s.f.) AND ( MUM DESIGN PRESSURE RATING 111r (p.s.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE_ + EORRESPONDING MAXIMUM ANCHOR SPACING On) SCHEDULE + (VAUD FOR SECTIONS 8. 81, B2 ON SHEET 2). (VAUD FOR SECTION C ON SHEET 3). ANCHORS LEGEND TAPCON OR MAXI -SET TAPCONS CALK -IN RETE -FLEX SS4 RO UC. ! REVISED VISED as l'3.'ilptyjnTg wit. the Florida BOiding Code Acceplu ce No0. Expiration Date ° I By it .4„ear 4/ : ��/ Miami Dade ' r l: ^.1 Cofi Division • F.B.C. (High Velocity Hurricane Zone) • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. / IL ECO INC. \ TILLIT TESTING & ENGINEERING COMPANY 6.153 K W..rm. Si SYa 305, WOW CAROD!i. F1 .13188 Phone : (30.5)871 -1530. For : (303)871 -1331 E8- 0006719 WALTER A. ALLIT Jr. P. E. FLORIDA Lk. / 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER F1. 4 STORM PADS 4I ACCORDION4 NYC 14475 N.W. 261H MOVE OPA LOCKA. FLORIDA 33054 PH.: (305)685 -9000, FAY :(305)685 -7511 MY. Ns 2 _ ocaorlwr 0!D 01 -069 A'lr 11/11/05 AM Ns i INZIGNIDON an DRAWN BY• S.M. 17/11/05 DATE 05 -344 DRAWING No SHEET 5 OF 6 1/4' 0 LAC SCREWS 0 6' Q. C. W/ 1 1/2' Min. THREADED PEJVETRA • • •• • 11' • • • • TO COSTING WOOD HFAO • • • • • • • • • • • • • • • • • • • • • • • • • • • / 14 x:1" S. •_•• • • • • •• . S. W/ • • ' + i n • x7/8' LONG 16 NYLON BLUSHING (Typ. ,,.• --- TOP . • 17;02 • ••• • r ` {I_rJll � I 1 . • / 2• • • • i • • WOOD SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 1 2'x 4' WOOD PLATE REOU /RED. Fr,==eoi 0,y ` o � 4 WOOD HEADER REQUIRED SEE SCHEDULE 1 Min. SEPARATION TO cuss ` r • r •lil lq:�li�:::lilii 1'IGw TOP 1 • 6DTrot � >. 'LJ L�.'w • • • • • • g L • • • • WOOD HEADER REQUIRED • • • • Q e. • • ••• •• r 1 1/4' LAG SCREWS 0 6' O.C. W/ 1 1/2 Min. THREADED PENETRATION TO EXISTING WOOD PLATE W000 STUD 0 24 0. C. MAX REQUIRED. hid ALTERNATIVE 2 1/4' 0 LAG SCREWS 0 " 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO COSTWG 2.000 HEADER. 1/4" 0 -20 S S. BOLTS W/ NUT & WASHER 0 9' 0.0 • Min. OPTIONAL BUSHING (TOP /BOTTOM) / 14 x .J" 5. S. 5. M. S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING Fz9 (Typ. TOP & BOTTOM) 11: x 2' 5. S. S 5. (Typ. TOP TTOM) SCALE 1/4 =1" 1/4" 0 LAG SCREWS O 6' 0. C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER u 1' Min. 1 f SEE SCHEDULE FOR Min. SEPARATION- TO GLASS r--, 0 -wimp ; l l ,.:Gi C9 2"x 4' WOOD PLATE REQUIRED. ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A ALTERNATIVE 4 - ®or Ok c {1 NCB yI{` OPnoNA1 ►� - y. BUSHING {� /0 1 ' Min. 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' Q G OR /14 x 3/4' S M. S. 0 9' 0. C. 1/4' LAG SCREWS 0 6" O.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD PLATE / 14 x .Y S. S. S. M. S. W/ 7/16' 0 x 7 /9' LONG NYLON BUSHING SEE SCHEDULE FOR Min. SEPARATION TO GLASS 2X 4" WOOD PLATE REQUIRED. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x 3/4' 5. M. S. 0 9" 0. C. / 14 x3 "S. S. S. M. S. W/ 7/16' 0 x 7/8' I LONG NYLON BUSHING 1 9 (T TOP & BOTTOM) / 14x2'S. S S. M. S. (Typ. TOP & BOTTOM) / 14 x 2' S S S MG S. OPTIONAL BUSHING /14 x 3/4' SS. S.M.S. O 12' 0. C. 1 Min. 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x 3/4" S. M. S. 0 9' 0. C. 1/4' LAG SCREWS 0 6' O.C. W/ 1 1/2 "Min. THREADED PENETRATION TO EXISTING WOOD PLATE ALTERNATIVE 6 /// A W: - -_: -_ 111111111:.MA 14 x .5/4 S. M. . 0 6' 0. C. SEE SCHEDULE FOR Min. SEPARA ,-SEE SCHEDULE Min. SEPARA TION 70 GLASS 1/4' 0 x 1 1/2' LAG SCREWS 0 4' 0. C. W/1 1/2' Min. PENEIRATPON TO EXISTING WOOD DECK 0 ALTERNATIVE 1 ALTERNATIVE 2 WOOD TRUSSES OR RAFTER 0 24" 0. C. REQUIRED / 14 x J' S S S. M. S W/ 7/16" 0 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14x2'S. S. S. M. S. (Typ. TOP & BOTTOM) f' x 4' x 1/8" (Min.) 6 / / (3) 5/16' 0x4LONG LAG SCR 70 EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIOYV10711 or EXSI7NG WOOD MEMBER, (2' MM. NOMINAL WIDTH) W/ 2 1/2' Min. THREADED PENETRATION. 1/4' 0 x 1 1/2' LAG SCREWS 0 4" 0. C. W/1 1/2" Min. 1HREAD£ PENETRATION TO EXISTING WOOD DECK. OPTIONAL USH/NG (TOP /BOTTOM) /14 r 3/4' S M. S. O 12' O. C. 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE: 1/4 -1' 1 .111SLW WALL/FLOOR /CETUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY YJSTALLATION. IONS : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS W17H 0E51GN WIND LOADS LESS 1HAN OR EQUAL TO 75 p.a.'. AND 9' -0" Mox. SHUTTER SPAN. 2. FOR NEW ;000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.5.5 OR EQUAL. -r 4EE SCHEDULE ` A' ;.1d. . ALTERNATIVE 3 OPTIONAL BUSHING 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) PRODUCT REVISED as cDmuiyi g with the Florid" iEiuiding Csde AEaaa' • l t t r :Lic • / 1 1 LCf1� • Tai �1�uiJ ConiTal 11 F.B.C. (High Velocity Hurricane Zone) / IL ECO INC. \ TILLIT TESTING & ENGM/EERINQ COMPANY 6.155 MW. J661. 92., SW J43, 1•RGRi11 GARDDJS. R. 33166 Phone : 005)871 -1530 . fox : (.305)871 -1531 EB- 0006719 WALTER A ITLUT Jr. P. E. FLORIDA Lk. / 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA STORM PANELS AND ACCOIRDIOW4 AYE 14475 N.W. 26771 AVENUE PH.: (.05)6.8.55- --� FLORIDA 33054 685 -7511 NV x. 2 OW 01-069 an rr.IA. 6rsae111011 11/11/051 J I .Alr DRAWN BY: S.M. 11/11/05 DATE 05 -344 DRAWING No SHEET 6 OF 6 r - 591 1 . TYRE! 727" L FLOOR S /LL SCALE : J/E' 1" 51 5 . 0• T T 0 �i L .125' .250' 2" .075' - /'Y�� 1- 1.250' 1 � Tt rn� SCALE 441' - 1 - { .792" 1 .068 2.474' - .075' .068' 1.109'- 4702 to • • ••• • • •• •• • • • •• • • • • • • • • • • • •" • • • • •!• • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• LL HEADER (At ( RTED)•• • • • SCALE : J/8" - © MALE /FEMALE BLADE I ----5' Max. AS APPLICABLE ()ALUMINUM ANGLE SCALE J/8" - 1' SC LE J/8" = 1' - 1.043' T 68 .591' .068' 7YP. 7.000' Max. AS APPUCATILE © ALUMINUM ANGLE .227 2.362" 2.066"- - -31911 .3.700' .068 THRESHOLD TRACK SCALE : 3/8" 1" .500' TOP. 5.000' 4.500" • •• sows, raw" 1 © MALE /MALE BLADE © BRASS NICKEL PLATED PUSH BUTTON LOCK 1' 0 f L- 2045' .1879' - 1E060" , l 0 0 g �g 1.674' )£ ADJUSTABLE SILL ADAPTOR SCALE : 1/D" - 1' .31 .430 g 590'1 REffinII 5/76 " -18 S.S.M.S. 1 F- 1-7 500-�-11, 5/16"0x1' S.S.M.S. /PLASTIC KNOB LOCK PLASTIC KNOB Q 90' STARTER ©1 180' MALE STARTER )H FEMALE C£NTERMATE BLADE SCALE J/8" SCALE: J/8" - 1' SCALE J/8' - 1' ® LOCKING PIN (OPTIONAL) SCALE 3/8" 1' 2.394' .922" .472' .080 2.142' 3.106' .3.431' COMPONENTS 4 715" i-1.167" -{ II 1882' 111 © FLOOR SILL SCALE . JAT - 1" 0 A q5 .55 .510' MALE CENTERMATE BLADE SCALE- 3/8' - 1' L - 1.778' 0 INTERIOR HANDLE (0PTr0NAL) SCALE 3/8' - 1" (8) 1. ACCORDION SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COD? IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED. WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS ML USED IN THEIR ANALYSIS. HOWEVER, FOR LAG SCREWS INTO WOOD. A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. ACCORDION SHUTTER'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.7.4 OF THE ABOVE MENTIONED CODE PER TAS -201. TAS-202. AND TAS -203 AS PER CTL REPORT N• 00 -060. 2. STNNLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 14 x 3, 410 -HT MN/MUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SER /ES FLUOROPOLYM£R COATINGS AS MANUFACTURED BY WHITFORD Co. BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6061 -T6, 6005 -T5 OR 6105 -T5 ALLOY WITH MINIMUM Y/LLD STRENGTH OF Fy=J5.0 ksi. 4. ALL SCREWS TO BE STAINLESS STEEL .304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS 70 BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS 70 BE 2024 -T4 ALUM /NUM ALLOY GALVANIZED OR STAINLESS STEEL WITH .35 ksi MINIMUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE HOLED) (A) TO EXISTING POURED CONCRETE: - 1/4 TAPCON AND 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. 8U1LDEX - 1/4' 0 CRETE FLEX SS4 ANCHORS. AS MANUFACTURED BY ELCO TEX7R0N. - 1/4' • x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX S54 ANCHORS INTO CONCRETE IS 1 3/4 A.2) 7/8" CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MIN /MUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A 1 & A.2 ABOVE. TO EXISTING CONCRETE BLOCK WALL: 1/4' I TAPCON AND 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED BY LT.W. 8U/LDEX. - 1/4' • CRETE FLEX 554 ANCHORS. AS MANUFACTURED BY ELCO TEXTRON. - 1/4' • x 7/8' CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX 554 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 ". B.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. W ALLS -2H 0 SCREW STS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4' MIN /MUM MR ANCHORS MENTIONED IN B.1.). & 7/8" FOR ANCHORS MENTIONED IN 8.2.) (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 8. SHUTTERS COMPONENT'S ARE PATENT PENDING. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUT!LH IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 174IS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS 10. A PERMANENT SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENIERMA7E BLADE (COMPONENT Q ). ONE LABEL SHALL BE PLACED FOR OPENING. LABEL SHALL READ AS FOLLOWS: 'PERFOMANCE SYSTEM / ACCORDION SHUTTER' FLORIDA S7ORM PANELS AND ACCORDIONS OPA- LOCKA, FLORIDA MMMI -DADE COUNTY PRODUCT CONTROL APPROVED. 11. (0) THIS PRODUCT APPROVAL DOCUMENT (P.A.0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFr,RMA 7NV FOR A SITE SPECIFIC PROTECT i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (D) CONTRACTOR TO BE RESPONSIBLE MR THE SEZECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPEC /FTC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD. ACTING AS DELEGATED ENGINEER TO THE P.A.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. / IL ECO INC. \ Miff TESTING * ENGINEERING COMPANY 8.153 N.V. J87A. St. Ste. 305. 1,111NI GARDENS. R u188 Phone : (305)871 -1530 . For : (X05)871 -13X1 EB- 0006719 WALTER A 7771? Jr. P. E. FLORIDA Lic. / 44167 -.. w F.B.C. .(High Velocity Hurricane Zone PERFORMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA S ORil PANELS AND ACCORD( N4 t 14475 N.W. 26714 AVENUE OPA LOCKA, FLORIDA 33054 PH.: (305)685 -9000, FAX:(305)685 -7511 acsc•rno• OLD 01-069 8A7( 71/11/05 KY. M. J PRODUCT REMISED as complying with the Fioridse Balding Code Accept ace No L7 b- : 0 Expiiailea Date M iami Dad Divisiaa L1stfdNl c>ds_ct Control 04 /I DRAWN BY: S.M. 11/71/05 DATE 05-J44 DRAWING No SHEET 1 OF 6 r 1 SEE SCHEDULE r^ —FOR Min. SEPARATION TO GLASS POURED .CONCRETE 01? BLOCK W REQUIRED POURED OR CONCR BLOCK WALL REOUIRED • AI V5 3 S :. S.•I!.•S • • IV/ $'16.I x•7 /8•!,0NG : .• =JYL3N (Typ. NOP • • • • • & B9177 • i • ••• • • • / 14 x2'S. S. � S M S. (Tj ,. 1 ••• I� • • •• • • , 1 1. 1 1 �-- •I •1 ••• i • • II u • WALL MOUNTING INSTALLATION SECTION A SCALE : 3/8" = 1" • • ••• • • • ••• NCRETC • • • • • • • • • • CONCRETE ANCHORS • • • • • • • • • • (SCE SCHE " • • • • • • • • • • ••• • • • • •• II II 1I II u • ED CONCRETE n II II II II Pr E, , S'I l O / 14 x J" S. S. S. M. Tw. S W/ 7/16' I x 7/8' � i :LONG NYLON BUSHING 1 (Typ. TOP 4 BOTTOM) � ' 1 11 0 or it4 TOP & BOTTOM) i SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SCALE : 3/8" - 1 CEILING & FLOOR MOUNTING INSTALLATION SECTION S EDGE OF SLAB IF APPLICABLE OPTIONAL BUSHING TOP/BOTTOM) /14xJ /4 "S S. S.M. S 0 12" 0. C. EDGE OF SLAB IF APPLICABLE /7f//2>zj` CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REOUIRED n Arr E . D A , r /14x3'SSSM.S. ��� W/ 7/16' I x 7/8" LONG OPNAL O NYLON BUSHING (Typ. TOP • (l� & BOTTOM) �r SN uv O j SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) SCALE : J/8' = 1 " CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 EDGE OF SLAB IP APPLICABLE / 14 S. S M S. (Typ. TOP & BOTTOM) 0 or EDGE OF SLAB IF APPLKS4BLE CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO GLASS ZgA/1 Eo{� II II II II 11 POURED CONCRETE REQUIRED 1' POURED CONCRETE REQUIRED CEILING & FLOOR DGE CF SLAB IF APPLICABLE / 14xJ "S S S. M. S. W/ 7/16' I x 7/8" LONG NYLON BUSHING F i (Typ. TOP & BOTTOM) 1 1 I II g II I I N 1 1 / 14 x 2" L J SSSM.S. (Typ. TOP & BOTTOM) OPTONAL OF SLAB IF APPLICABLE MP/BOTTOM) PRODUCT REVISED >~s conipiyi itb the nors& Dnidini Code Accep:sace No0 6 — 0 MOUNTING INSTALLATION Ex' ira a ri3te SECTION 82 BY Miami Dad r 'rosis c1 Coatre3 SCALE : 3/8" - 1' Division DATE F.B.C. (High Velocity Hurricane Zone) /1 iUiE INC.\ 17LLIT TESTING & ENGINEERING COMPANY 6355 KW. 36111. 5L. 5:4. J05. NRL.YNN GARDE.. 13 .33166 Phone : (.305)871 -15.30 . Fax : 005)671 -7531 EB- 0006719 WALTER A T7LUT Jr. P. E. FLORIDA Lic. / 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA SINN PANELS AND ACCORD/014 NC 14475 N.W. 26TH AVENUE OPA LOCKA. FLORIDA J3054 PH.: (305)685 -9000. FAX.•(305)685 -7511 A[Y w x oLSOArna OLD 0I -069 art 11/11/03 ACT: No .1 4 MA DRAWN BY: S.M. 11/11/05 05 -344 DRAWING No SHEET 2 OF 6 To be constructed of Estimated Total cost of improvements $. Zone cubage required STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved _ (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur tile 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. Date 7/ / Owners Name and Address ...? .../ .11;5 ._ DeaiO it 50 c-. / Ai)ee/fo StreetL /9f " 9 , Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot < Block / g r Subdivision. .k- PA0 Street and Number where work is to be done ..,1,1 . 7-. ?... ......_<� S _..._.. State work to be done and purpose of building (by floors) 4 ?Gi tie Q�� /�� S fit./ G -s. 016 New Building Remodeling Addition Repairs Kind of foundation ‘00 00 Distance to next nearest building.. 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.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Honda Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup clement, and has complied N% Oh 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 ublic notice or notices as arc required by the Act. The undersigned agrees to employ only such subegatlget 0 permit, as are licensed by Miami Shores Village. Remarks __._.__ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. 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 stated are true. �f y Permit No. Vd. 1 / Date °. \ ^� . Date Roof Covering Amount of Permit S.....lt..t .Plan Cubage Size of Building Lot PLANNING BOARD DATE Chairman Member Member M ember ,fember Member Council Approved Date Disapproved Read, Sworn to and Subscribed before me. I!. . and for no other purpose. No. of Stories Notary Public, State of Florida uilding nspector My Commission Expires work to be performed under this to me well known, Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval the 1'I.innir,g hoard. A rc- m,pcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. has been obtained from