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SHUTTERS
Inspection Date: 07/03/2006 Inspector: Grande, Claudio Owner: RODRIGUEZ, LAZZ MASSON Job Address: 25 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CALLEJAS SHUTTERS Building Department Comments Thursday, June 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 0 8 an fl Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060131270 Lot: Phone: (305)818 -9984 Page 2 of 2 Passed v Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 07/03/2006 Inspector: Grande, Claudio Owner: RODRIGUEZ, LAZZ MASSON Job Address: 25 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CALLEJAS SHUTTERS Building Department Comments Thursday, June 29, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 0 8 an fl Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060131270 Lot: Phone: (305)818 -9984 Page 2 of 2 Permit Type (circle): BUILDING G PERMIT APPLICATIO FIBC 2004 10050 KEW Avenue, Mann S 'l Electrical Owner's Name (Fee Simple Titleholder) L4 L 7 Owner's Address a.3 4 L ' " iq City itli F4 '! State , + C Tenant/Lessee Name Job Address (where the work is being done) , .s' E ' s. City Miami Shores Village County _ Miarni�Dade ._ FOLIO / PARCEL # t/ 3 tJ - d! •�' Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Value of Work For is Permit $ Type of Work: ❑Addition Describe Work: Submittal Fee $ Permit Fee Notary $ ' raining/Education Fee $ Scanning $ eel -0 Radon $ DFBR Bond $ Code Enforcement ' 444g Mockastieal Square / Linear Foe zip 53/37.0Th3? e Of Work: 0 R. V5 435' Phone # Contractor's Company erne e 54c., ,% %Z"' S Contractor's Address 4' tz''t 7 A City / ./d, /. ' ,4 - '' State Qualifier Name 6.0 /i° 1 , 7 StateXerti rcate or Registration No. a A ' Certificate of Co peteney No. Double Fee $ Structural Review. $ Total Fee Now Due '$ � CS See Reverse side 1 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 M4Y RESULT JN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection 1.hich occurs seven (7) days after the building permit is issued. In the abse'. • of such posted notice, the inspection wilit be a• 'roved i einspection fee will be charged. Signatur &fa. Signature II 0 er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: r r Y Otan, �'it t "" My Commis Expi 1 s ' �m +� w , . ,,yi ,, O . da rn Avly co, r , , * * * * * * * * * * * * * * * * ** * *''su� / A 9 tl i ** APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: * * * * * * * * * * * * * * * * * * * * * * * * * * ** �� 9' 7„:); ***** ** • 17 ' • 7 My Commission Ex t1l8 Plans Examiner Engineer Zoning RAMMS ENGINEERING, INC. p d L avt � 8 2110 ( , U 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLO' ! ' •.. D Robert S. Monsour, P.E. Fl # 11955 / 0006024 • SCE 7 -0 WIND . . • _ _ DESIGN WIND LOADS (LBS /SQFT) ,146 MPH lc PA a ,� t. F�. 84 CODE , ZONE r - - - _ Interior & Exterior Zones (4 &5 - Walls) Positive 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 1. 00 0.95 0.92 0.89 0.88 0.86 15 _ , ( 54 58.0 52.3 55.3 50.8 53.8 49.8 52.7 49.0 51.9 4874 51,2 '20 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 72.8 69.5 j 67.6 66.2 65.2 64.3 Interior Zone (4 - 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 - 1.10 - 1.05 - 1.02 - 0.99 - 0.98 - 0.96 15 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 . -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maxunui) - 1.40 - 1.29 - 1.23 - 1.19 - 1.15 - 1.13 15 -73.3 _ " -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 -66.9 30 -84.5 -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 •' 1 3d9: . : . • -$T0; . • • -84.3 -82.2 -80.5 . '•••••••• • falhtaPdimenson or•.2 h, whichever is smaller, imension or 3 ft (h = mean roof height in feet). L' g ffidite > 14 . �� -(a, less ajar 4% of ";7'u:, '.� oI eastCh ntal • ;� • :::• •••• • -- • • : • .102 ' FAS9/;�!f; �, • N ABOVE MAY TAKEN FOR FLAT ROOFS. n _n A A M s1 r o c>0 ^ wl 1t s ; r. •: • STATE MD • •••• • • • • • ••• • .•• • • •. • • • • . • • • • • . • • • •• r-n C C1 C) C'1 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Calleja's Accordion Shutters, Inc. 940 West 84 Street Hialeah, Florida 33014 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 -121, titled " HPMA / Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated June 01, 2005, last revision #1 dated June 01, 2005, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 Nthtshail be: pFoYid'edtcath'e.user by the manufacturer or its distributors and shall be available for inspection at the Job Site atthe requesrof the Building Official. This NOA renews NOA # 05- 0927.03 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. •• • The submitted documentation was revieiSed ;b)1 $ lip Q. j 1'Ipk ar 3 PP L • • .. • • •• .:* : 0/./61-0q6 • • • 11' • 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- 0412.03 Expiration Date: 04/23/2011 Approval Date: 06/01/2006 Page 1 7 ■i•.... `+�. ti•ifti:,y/2hS �.1.'ElvlS:Ml;9L .1't^.CY!�..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 05- 0927.03 This letter authorizes 4// r to use our HPMA/ Performance System 1" Aluminum Accordion Shutter under number 05- 0927.03 to be used at the following job: _ Sincere Sergio Calleja President. Calleja's Accordion Shutters,Inc. 940 West 84 Street Hialeah, Fl 33014 Tel: (305) 818 -9984 Fax: (305) 818- 9987 ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM. 1. This form must accompany the application for building permit and shall become part of the permit documents. •• ••• • • • • • •• • 2. The authorized signatui:e,mn3t iiiar tiq r .iseii corporate seal of the company holding tie ISade'County 1Vofice of Acceptance. Issue Date: 6/13/2006 Expires: 12/05/2006 Owner's Name: LAZZ MASSON RODRIGUEZ Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 25 99 Street NE 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 Contractor(s) CALLEJAS SHUTTERS Phone (305)818 -9984 Primary Contractor Yes Comments: ACCORDION SHUTTERS Additional Information Type of Work: SHUTTERS No of Openings: 15 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1567 Phone: 1132060131270 Lot: PB: Total Square Feet: 480 Total Valuation: $ 7,600.00 Required Inspections Shutter Attachment Shutter Final Fees Due Amount CCF $4.80 Education Surcharge $1.60 Permit Fee $250.00 Scanning Fee $9.00 7T7.C. 4nr oc.oe `f f. _ $6.25 Total: $271.65 Invoice Number WS - 6 - 06 - 25198 Total: Amt Due $271.65 /JUN 23 PAID CiMC 44QQ 5 Amt Paid Building Department File Copy Applicant Signature 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 . 1/4' • LAG SCREWS O 6" 0. C.W /11/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER / 14 x S. S. _ • x 7/8 "LONG 16 •1dm.j.i.,:.a.ii, i .Ui. NYL ON BUST 1 �:% TOP & BOTTOM) __ I li- -�� 0 P19 I ts � WOOD HEADER REQUIRED E SCHEDULE FOR� — Min. SEPARATION O TO GLASS ALTERNATIVE 1 2"x 4" WOOD PLATE REQUIRED. WOOD � SEE SCHEDULE ---FOR Min. SEPARATION l TO GLASS WOOD STUD 0 24 0. C. MAX. REQUIRED. ALTERNATIVE 5 6rd 1/4" LAG SCREWS 0 6" 0.C. W/ 1 1/2' Min. THREADED PENETRATION TO DOSING W000 PLATE ALTERNATIVE 2 1/4" 0 LAC SCREWS 0 " 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 1/4" 0 -20 S. S. BOLTS W / NUT A : WASHER O 9 " O.C. u / 14x S. S. M. S. (Typ. TOP & BOTTOM) OPTIONAL BUSHING (TOP /BOTTOM) / 14 x 3" S. S. S. M. S. W/ 7/16' • x 7 /8" LONG NYLON BUSHING P19 (Typ. TOP & BOTTOM) r • of 44 2; S S. • s. M. g. 't roe • • &Bg1Ag • • • • • &•®•• • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • •• ••• • • • • • • •• • • • • • • • • • • •• • • • • • •• • • 11 EO— • WOOD HEADER REQUIRED SEE SCHEDULE t- -FOR Min. SEPARATION TO GLASS 2"x 4" WOOD PLATE REQUIRED. 1/4" • LAG SCREWS _0 6 "O.C.W /11/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 1" Min. ALTERNATIVE 3 tiir\ OPTIONAL BUSHING (roe/son 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" 0.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD PLATE ALTERNATIVE 4 / 14x3"S. S. S M. S. W/ 7/16' O x 7/8' LONG NYLON BUSH /NC SEE SCHEDULE FOR Min. SEPARATION ro GLASS 2"x 4" WOOD PLATE REQUIRED. 1/4" 0 -20 S. S. BOLTS W/ NUT d! WASHER 0 9" 0. C. OR 114 x 3/4" S. M. S. 0 9" 0. C. / 14x.1'S.S. S.M.S. W/ 7/16" 0 x 7/8f LONG NYLON BUSHING 129 (Typ. TOP & BOTTOM) if 14 x 2" S. S S. M. S. OPRONAL h= - BUSHING 14x2 "S. S. S. M. S. (Typ. TOP & BOTTOM) /14 x 3/4" S.S. SM.S. O 12 "0. C. 1 Min. 1/4" 0 -20 S. 5. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x J /4" S. M. S. 0 9" 0. 0. 1/4" LAC SCREWS 0 8" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD PLATE ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) • • • • . FACppcS: A • • • • • 6CAL.5 1 j'y' • INSTALLATION DETA LS • ON . !X1SY/NG WOOD BUILDINGS 14 x 3/4" S. M. S. 0 6" 0. C. SEE SCHEDULE u FOR Min. SEPARATION TO GLASS 1/4" I x 1 1/2" LAG SCREWS 0 4" 0. C. W/1 1/2" Min. THREAD PENETRATION 70 EXISTING WOOD DECK. JUL 0 6 2005 --SEE SCHEDULE L FOR Min. ' SEPARATION TO GLASS u ALTERNATIVE 1 ALTERNATIVE 2 WOOD TRUSSES OR RAFTER 0 24" 0. C. REQUIRED /14x3'S.S S M. S. W/ 7/16' • x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14x2 "S. S. S. M. S. (Typ. TOP & BOTTOM) 1" x 4" x 1/8" (Min.) 6063 —T6 Alum. TUBE W/ (3) 5/16' 0x4" LONG LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDW /DTH OF EXISTING WOOD MEMBER, (2' Min. NOMINAL WIDTH) W/ 2 1/2' Min. THREADED PENETRATION. 1/4" I x 1 1/2" LAC SCREWS 0 4" 0. C. W/1 1/2" Min. THREADE PENETRATION TO EXISTING WOOD DECK. OPTIONAL LASHING (TOP /BOTTOM) /14 x 3/4" S. M. S. 0 12" 0. C. 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) SCALE. 1/4 -1 NOTE • WALL/FLOOR /,CER/NG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. IL E C O INC T1LLIT TESTING & ENGINEERING COMPANY 8355 N.1V. .3870. SL Ste. 307, MO NA 11 33788 Phone : (305J871-15.30 . Fax : (305)871 -1531 EB- 0006719 WALTER A. TTLLIT Jr. P. E. FLORIDA Lk. / 44167 XV.. - .4EE SCHEDULE FO TO WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B _MTES : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS W7771 DESIGN WIND LOADS LESS THAN OR EOM. 10 75 p.s.I. AND 9 -0' Mex. SHUTTER SPAM. 2. FOR NEW WOOD fRAAI£ CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL arse•rnar OW 02 -487 ALTERNATIVE 3 OAS 6/1/05 40 0 Ai OPTIONAL BUSHING 2' x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) PRODUCT RENEWED a complying with 'ft IriM 4x Balding Cc Acceptance No 06 - Expiration € ote 0 By nand Dad f` "R =ct Control Division HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER GIItEJA ACCORDION S ITIDPS, 940 WEST 84th STREET HIALEiAH, FL 33014 PH: (305)818 -9984. FAX (305)818 -9987 Ant No .7 DAN Z• o? Zola F.B.C. (High Velocity Hurricane Zone) DRWN BY: M.C.V. 6/1/05 DATE 05 -121 DRAWING 110 SHEET 6 OF 6 CONCRETE ANCHORS O 18" 0. C. POURED CONCRETE REQUIRED Q (oPnONAL NOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY /NSTALLATTON. SECTION f SCALE : 3/8" = 1" or (SEE NOTES) SECTION D1 (& MULTIPLE SHUTTERS) SCALE : J /8" = 1' O (OPTIONAL J� A OR STACx,rJ POSITION (LOCATION VARES) /14 x 3/4" S. S. S. M. S. OR 3/16" 0 Alum. POP RIVETS 0 9 O. C. (Typ.) 2' x2 "x.125" ALUMINUM TUBE (OPnoNAL) 2 "x 2'x.125* ALUMINUM TUBE • • •• •• • • • • • • •• • •• • 1* x 1" x .062" Cont. Alum. ANGLE /14 x 3/4" S S. 11, S. *OR 3/16" / ul POP RIVETS 0 iI 11 •(TYP•) 1 :x.1 .062' Cont. Alum. ANGLE • • • i l � , i / _ ' • • • ( O ' n ' •. • : • S ECTION • t1 • SCALE : 3/8' - 1 y • • • • (S�i►1V E) • • • • • • • •• •• ••• • • • ••• • • • • SECTION D SCALE : 3/8" = 1 " (oPnONAL) orQ (SEE NOTES) or (SEE NOTES) ©0R©0R @* 00R00. G7 2' x 2'x.125" ALUMINUM TUBE SECTION E2 SCALE : 3/8" - 1" (OPTIONAL) (SEE NOTES) i" x 1" x .062' Cont. Alum. ANGLE /14 x 3/4" S. S S. M. S. OR 3/16' Alum. POP RIVETS 9 "O. C• (Typ.) 1' x 1 Cont. Alum. ANGLE JUL 0 6 2005 (OPTIONAL) orQ (SEE NOTES) CONCRETE ANCHORS EA. ANGLE J/Er• HOLE FOR LOC OAC PIN AT STATONC POSITION (LOCATION WRIES) (4) 3/16" 0 Alum. POP RIVETS OR / 14 x 3/4" S. M. S. (Typ.) POURED CONCRETE REQUIRED CONCRETE ANCHORS 0 18" 0. C. /14 x 3/4" S. M. S. OR 3/16 0 ALUM. POP RIVET 0 9" 0. C. 1 x1 OR 1"r2" OR 1 1/2' x 1 1/2" OR 1 1/2" x 2" OR 2' x 2'0R2 "x3 "OR2 "x4' OR 2" x 5' x .055" Min. THICK Alum. ANGLE CONCRETE ANCHORS 0 18" 0. C. POURED CONCRETE REQUIRED ONE SIDED SECTION : END CONNECTION DETAIL SCALE : 3/8" = 1" 2' x2 "x.125" OR3 "x3 "x.090' Alum. TUBE POST (6063 -T6 ALLOY) 2 * x2'x.125'x TUBES' SIZE Alum. ANGLE (2 REQUIRED) ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) EDGE OF SLAB AQOR ©OR ©OR O 4. O OR ®G4 • J Ja.C NOTES FOR LOCKING OF HO &0 1 —PUSH BOTTOM LOCK ✓ MAY BE USED FOR INSTALLATIONS SECURED FROM Tli OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLING (J) FROM TH OUTSIDE, A 7/6'0 HOLE SHALL BE DRILLED AT AND J MUST BE RIVETED FROM THE BACK OF(H TO THE FRONT W/ (2)3/18 "0 ALUM. POP RIVETS. A 3/80 HOLE MUST THEN BE DRILLED AT © TO ALLOW FOR J Pllx TO PASS THRU. WHEN INSTA LING J FROM THE INSIDE, 0 MUST BE RIVETED TO l W/(2)3/16 0 ALUM. PO R A 3/8 "6 HOLE MUST THEN BE DRILLED THRU H AND �l TO ALLOW FOR 06 PIN TO PASS THRU. 2- 5/16 "x1" LOCK MAY BE USED ALTERNA77VELLY TO LOCK FOR INSTALLATT S SECURED FROM THE OUTSIDE OR J NSIDE OF SHUTTER. I TH /S C SE. A 5/16 "0 HOLE LL BE DRILLED THRU (H) AND HOLE DRILLED TO SHALL BE TAPPED TO AC PT 18 HREADS PER INCH M CHINE SCREW. 1x1 " OR 1x2 " OR 1 1/2 "x 1 1/2" OR 1 1/2" x 2" OR 2" x2'OR2 "x 3 "OR2 "x 4" OR 2' x 5" x .055" Min. THICK Alum. ANGLE .750" CONCRETE ANCHORS 09'0. C. POURED CONCRETE REQUIRED /14 x 3/4" S. M. S. OR 3/16 0 ALUM. POP RIVET 0 9* O. C. ALTERNATE CLOSURE &TAIL W /® SCALE : 3/8* m 1 " PRODUCT RENFA'` -` as S0nVying 7YrBiCe ;aiC 1?k WYts Raiding Cry Acceptance No 6- 0 4/Z..03 EI 2fia4,42 Zo1� 1 � : 15 i:a0trel F.B.C. (High Velocity Hurricane Zone) / IL ECO I N C T1LUT TESTING & ENGINEERING COMPANY !WS N.W. JQM. 51., Ste. .224 wQ0J 4 CAROM FL 12166 Phone : (305)671 -/530. Par : (X5)871 -1511 ES- 0008719 WALTER A. TILIJT Jr. P. E. HPMA / PERFORMANCE SYSTEM 1 ACCORD /ON SHUTTER CALW4 ,mow 1 i 940 WEST 84th STREET HIALEAH. FL 33014 PH: (305)818 -9984. FAX: (305)818 -9987 aer . - 0. I OITSGIR1Ax LNWC 101. N. j 613 0 0 01100 OLD 02 -487 6/1/1)5 [ J DRWN BY M.C.V. 6/1/05 DATE 05 -121 DRAWING No MAXIMUM DESIGN LOAD "W" (p.s.f.) MAXIMUM SHUTTER SPAN FOR SECTIONS "L" (fL) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) MINIMUM SEPARATION TO CLASS (in.) SHUTTER SPAN ALL SECTIONS 8, 81, B2 C & Cl A v 5' -0" OR LESS • •+ 40 14' -1 " 12' -5" 9 3" 3" 45 13' -8" 11' -8" 9 3" 3" 50 13' -0" 11 ' -1 " 9 3" 3" 55 12' -5" 10' -7" 2 3/4" 2 1/2" 60 11' -10" 10' -1" 2 3/4" 2 1/2" 65 11' -5" 9' -9" 2 3/4" 2 1/2" 70 11' -0" 9' -4" 2 3 4" 2 1/2" _ (.2 10' -7" 9' -1 " 2 3 " 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' -O" 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' -0" 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;*: i 210 5' -O" 3' -8" 2 1/44 ••1712 4 215 4' -11" 3' -7" 2 1/4" 2" 220 4' -9" 3' -6" 2 114" • 2 '. 225 4' -8" 3' -5" 2 7'4 " • • 2: • • • • 230 4' -7" 3' -4" 2 414" • .• • _ 2' • • 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' -8" � 5' -0" OR LESS 5' -0" TO 8' -8" 8' -6" TO MAX. ALLOWED 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 i• P - 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 120.0 • - - 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 MOU ING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SPAN SHUTTER SPAN / SHUTTER (, _"" OR LESS . 5'4 Tp 8' -6" ll ll 8' -6" TO MAX. ALLOWED 5' -0" OR LESS 5' -0" TO 6' -6' i x m FROM 40.0 TO 60.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 g 9 g, 9 9 9 60.0 TO 75.0 . C ----~-- 9' . 9 9 9 4 3 9 9 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 Z 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" 8' -6' TO MAX. ALLOWED 5' -0" OR LESS 5'-O' 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 120.0 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 - g 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 /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5' -0" 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 9 8 FROM 9 9 8 >60.0 TO 75.0 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 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 BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1 /2 "). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR • \_ MA T TAPCONS • 2 1 /2" .75 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING T NOR • \_ MA T TAPCONS • CALK -IN 2.5" 3000 psi. (MIN.) CONCRETE CRETE - FLEX SS4 3.0" 3350 psi. (MIN.) CONCRETE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SP P "L" SCHEDULE, (VAUD FOR SECTION A,) 8, 61, 62, C & C1 ON SHEET 2 & 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A 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. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" OF BUILDING MEASURED AT BOTTOM OF SHUT:M • •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELETATI MEASURED AT BOTTOM OF SHUTTER. ••• • ELEVATION • . • •• OFD BRANG. •• • • • • ••• MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR,S?ACING (jn.) SCHEDULE + (VAUD FOR SECTIO A N SHEET 2). • • • • • • • •• • • • • • • • • • • [,AAXIMUM DESIGN PRESSURE RATING "W" (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS C 1 ON SHEET 3). MAXIMUM DESIGN P RESSURE AN CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE + (VALID FOR SECTIONS 6, 61, 62 ON SHEET 2). JUL 0 6 2005 IL E C O INC TILLT TESTING & ENGINEERING COMPANY 6353 N.W. MM. St, Ste 305, 14V.014 GARDENS, Fl 33168 Phone : (J05)571 -7530. far : (305)871 -13J1 E8- 0006719 WALTER A. TXLIT Jr. P. E. FLORIDA Lk. >f 44167 MAXIMUM DESIGN PRESSURE RATING "W" fp. s.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MM. Ma (VAUD FOR SECTION C ON SHEET 3). ANCHORS LEGEND manna 00 02-467 as 8/1/05 Aer. 1a J TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 I :tl1 men RI'xS'E 1x Sa co82p"yi5;g it.:4163 Buidh ig Cole Acceptz No 0 6 -O ' 2 Expiration Ddf6 Zo BY / Lit/ P& ii Dade r.',:a Cask Divisioo F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER CALLLLAV ALCOI1.VN gIJn 74 940 WEST 84th STREET MALEAH, fL 33014 PH: (305)818 -9984, FAX: (305)818 -9987 art DRWN BY. N.C. 6/1/05 DATE 05 -121 DRAWING No aooavinn SHEET 5 OF 6 • L 0 FLOOR SILL SCALE : J/8" r .125 - .250 .505 " - .068' .792' 1- 1.109' -' 2.474' )A WALL - 'ER 61. INVE SCALE : J/8' - I" - 1.3J8' - 1.043 - .591 - - .088"- TYP. © •ALE/FEMALE BLADE SCALE 318 - r 1 -S' Max. AS APPLICABLE ()ALUMINUM ANGLE SCALE J/8- - 1 7.000' Max. AS APPLICABLE © ALUMINUM ANGLE SCALE 3/8 7' .7.700" (2)HOLES FOR 3/1 "• ALUM. POP RIVETS 2.352" t 2.066 - {- 1.191 '1 • • • •• MI Mb .068 •• • • • • • ••A D • • • • • •• ••• O B • • • • • • • • • • .5O' TYP. • • • • • • • © CEILING HEADER SCALE : 3/8' - 1" •• .063 438' - .906' •• • •• • •• ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • • • • • • • • - -.080' • • • • . ••• NICKEL PLATED UTTON .LOC • 0 2.045' 3.879' SCALE : 3/8' - 1' 1 -- 1.674' .313' 1.5 1 )E ADJUSTABLE SILL ADAPTOR THRESHOLD TRACK SCALE • 3/8" = ' 5/16' -18 S.S.M.S. 430 "• § r-.590 .125'- .080'- T , 080 - PLASTIC KN08 5/16'1x1 S.S.M.S. LASTIC KNOB LOCI( -.100. o 7.749- - 0 3.234' -.591" .062' .062'- -.080' WALL SILL SCALE : 3/8' 7' 4.371 - 3.093' - 7.700" q_ .063 "-. - -.06J" .3.316' )F 90' STARTER SCALE 3/8' - 1' .953' LI FEMALE CENTERMATE BLA S C4i r• J /8" - 1' ‘. .900' 1 =- 4 E 6' MIN. /10x1/2' S. S. THUMBSCREW )K LOCKING PIN SCALE 3/8' - N' 2.394' 1.922' COMPONENTS 2.146' 25' r x-.59 715"1-1.167"-I - 1882' a )D FLOOR SILL SCALE : J/8' - /' .472' F1 180' MALE STARTER SCALE: J /8' - I' .510' 3.431 MALE CENTERMATE B SCALE 3/8' - 1' .718' INTERIOR HANDLE OPTIONAL} SCALE 3/8' - 1' 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 A5 PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER 7O VERIFY THAT ANCHORS ON THIS PAD., .45 TESTED, WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE WADS FOR WIND LOADS WAS tdIL USED IN THEIR ANALYSIS. HOWEVER, FOR LAG SCREWS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED ro CALCULATE SCREWS SPACINGS. ACCORDION SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609. I.4 OF 771E ABOVE MENTIONED CODE PER TAS -201. TAS -202, AND TAS -203 AS PER CTL REPORT N' 00 -06Q 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 14 x 3 410 -HT MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLL/OROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6061 -T6, 6005 -T5 OR 6105 -75 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy -35.0 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 TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE. - 1/4' • TAPCON AND 1/4 %MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. BU/LDEX. - 1/4" • CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/8' CALX -IN ANCHORS' AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS INTO CONCRETE /5 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 MINIMUM 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. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4" 0 TAPCON AND 1/4 0 MAXI -SET TAPCON, AS MANUFACTURED BY I. T.W, BUILDEX. - 1/4" 0 CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: 8. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND CRETE FLEX 554 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 ". 8.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. N0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH ro REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 7 1/4" MINIMUM FOR ANCHORS MENTIONED IN B.1.), & 7/8' FOR ANCHORS MENTIONED IN B.2.). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 8. SHUTTER '5 COMPONENTS ME PATENT PENDING. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED 10 CONCRETE; BLOCK OR WOOD FRAME BUILDINGS 10. A PERMANENT SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT 0 ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: 'PERFORMANCE SYSTEM 1 ACCORDION SHUTTER' CALLEJA'5 ACCORDION SHUTTERS. INC HALEAH, FLORIDA MAMA -DADE COUNTY PRODUCT CONTROL APPROVED. 11. (o) 7)105 PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY 7)115 ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE 1HE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TD BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFELY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (e) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) £NG/N WILL 13ECOME THE ENGINEER OF RECORD EER OR ARCHITECT .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.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.A.D. SHALL BEAR THE LATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. /1irE TIWT TESTING & ENGINEERING COMPANY 6155 N.W. MM. SL, Ste. 585. NRCWAA G4RDE5V5, FL 33788 Phone : (305)871 -1sJO . Fax : (.105)877 - (MI EB- 0006719 WALTER A. 17LUT Jr. P. E. FLORIDA Lk. 44167 KY. IM arltsrluN Mfr 01LD 02 -487 8/ KY. - PRODUCT RENEWED as complying with ft Pmrida Battling Code Acceptance No 0 6 - Expiration Dais By Miami D Division 011211arlta/ Cet HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER C4/1 E.41 ACCORDION SlUTT= Dia 940 WEST 84th STREET HIALEAH, F1. 33014 PH: (305)818 -9984, FAX (305)818 -9987 Mfr Control 2•03 11 F.B.C. (High Velocity Hurricane Zone) DRWN BY N.C.V. 6/1/05 DATE 05 -121 DRAWING No • 11 SHEET I OF 6 \t4s 06-156 CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE r-- -FOR Min. SEPARATION TO GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED L POURED CONCRETE OR CONCRETE BLOCK WALL REOU/R£D U CONCRETE ANCHORS (SEE SCHEDULE) INSTALLATION SECTION A SCALE : 3/8" = 1" / 14x3" S. S. S. M. S. W/ 7/16" O x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) • • • 11 II 11 11 • • / 14 x 2" S. S. S. M. S. (Typ. TOP & BOTTOM) r 3 �i N ua OPTIONAL X111 611 BUSHING • • • • • • . • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •1 •• 1 • • • •• • • • CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED yez • I . £0 ' I ii / 14 x 3' S. S. S. M. II�'•� f (I S. W/ 7/16" a x 7/8" �r,qJ Fill LONG NYLON BUSHING (Typ. TOP & BOTTOM) uu / 14x2 "S. S. S. M. S. (Typ. TOP & BOTTOM) 4 J POURED CONCRETE REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS CONCRETE ANCHORS (SEE SCHEDULE) SCALE : 3 /8" - , - kch CEILING & FLOOR MOUNTING INSTALLATION SECTION 8 EDGE OF SLAB IF APPLICABLE or I 1 OPTIONAL • u „ Z BUSHING h 3 iLl3t 70P/BOTTOM) /14 x 3/4" S. S. S.M. S. 0 12" 0. C. �- EDGE OF SLAB IF APPLICABLE JUL 0 6 2005 — CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED r/i/: A D I r" / 14 x 3'S S. S. M. S. i i i W/ 7/16" • x 7 /9" LONG O NYLON BUSHING (Typ. TOP �& BOTTOM) OPTIONAL - I I BUSHING 1 111 Hill 0 N /14x2 "S. S. S. M. S. (Typ. TOP & BOTTOM) O I SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 131 SCALE: 3/8 "= 1" EDGE OF SLAB IF APPLICABLE or J EDGE OF SLAB IF APPLICABLE /1 itE NC. CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 82 CONCRETE ANCHORS (SEE SCHEDULE) TILL/T TESTING & ENGINEERING COMPANY 8313 M.W..Mtn. SL She. I 303, RCING1 CAPONS, FL 33166 Phone : 4105)871-15M . fax : (305)671 -1111 EB- 0005719 WALTER A. IILLJT Jr. P. E FLORIDA Lic. / 44 167 SEE SCHEDULE FOR Min. SEPARATION TO GLASS -Y. w SCALE : 3/8" = ,• POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER DOE OF SLAB IF APPLICABLE BY Miami Dad Division F.B.C. (High Velocity Hurricane Zone) CALLEAV 940 WEST 84th STREET HI LEAH. FL 33014 PH: (305)818 -9984, FAX: (305)818 -9987 orseernoo OLD 02 -487 8/1/b5 KY. +M / 14x3 "S S. S. M. S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING Fill (Typ. TOP & BOTTOM) I I DOE OF SLAB IF APPUCABLE Of1IC.H1o. / 14x S. S. S. M. S. (Typ. TOP & BOTTOM) OPTIONAL BUSHING TOP/BOTTOM) PRODUCT NEWER as complying wig.; ;1?a Bolding Cod„ Acceptance NG 0 6— o Espi . tion De.te Lc? Control DRWN BY. N.C.Y. 6/1/05 DATE 05 -121 DRAWING No SHEET 2 OF 6 I/ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQU /RED SEE SCHEDULE FOR Min. SEPARATION TO GLASS u CONCRETE ANCHORS (SEE SCHEDULE) •• ••• • • • • • .• BUILD —OUT i N r4 LLA i • M : • — SECtIO� '� • •' • :: • • • SCALE : 3/8' = 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. 1" Min. 1" Min. / 14 x 3" S. S. S. M. S. W/ 7/16" 0 x rI Il 7/8" LONG NYLON I BUSHING (Typ. TOP & BOTTOM) 1 I II II II u 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. O • • • ••• • • • • • • • • • . • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • / 14x2" S. S. 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 FOR Min. SEPARATION TO GLASS n JUL 0 6 2005 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. 1" Min. / 14x3 "S. S. S M. S. W/ 7/16' • x x131 7/8" LONG NYLON BUSHING (Typ. TOP & 1 I BOTTOM) 9 II II II II u o � . g N ~ !I OPTIONAL I I BUSHING '"$-* L�TOP/B07TOM) IaC �1 /14 x 3/4" S. M. S 0 12" 0. C. BUILD —OUT INSTALLATION — SECTION C1 Scu.E : s /8" - 1 / 14 x 2 "S S S. 14. S. (Typ. TOP & BOTTOM) r " 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. J c> 1 aO OR 0 #0or €or j / T1LL/T TESTING & ENGINEERING COMPANY 6.111 MW..MIA. St, Ste. .125. I,9GAM GARDENS, 17. .1.1166 PA6ne : (J05)$71 -15.10 . fax : (306)671 -1371 EB- 0006719 WALTER A. TTLUT Jr. P. E. FLORIDA Lk. 1 44167 K TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION T. S. ■ PRODUCT RENEWED es complying V t 1 to FieridD Belding Cods Aeccptanc° No Es .•ties Date By Miami Dad Division "C O oro SEE NOTES ON SHEET 4 OF 6 FOR LOCKING SP£CI ICA17ONS °Giro! F. B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER C4111 .14 ACCORDION n L 940 WEST 84th STREET HILEAH, FL 33014 PH: (305)818 -9984, FAX: (305)818 -9987 ENT[ I •7Y. M. 6/ ►/a6 1 1 armer1112 I 1 as NY. M. nacrrnas OW 02 -467 DRWN BY: M.C.V. 6/1/05 DATE 05 -121 DRAWING N6 SHEET 3 OF 6 PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: '� , 9 7 2. Description of improvement: ���Q2 � , e ' 7e/z-S 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: Ye) eC2 53e (7 s' 7 ,,�1 /e/ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: - Amount of bond $ 6. Lender's name and address: M1W 7. Persons the state of Florida designated by Owner upo 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 f ate of:this-N diffefept dat NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Notary Public Print Notary's Na My commission expires: 123.01-52 PAGE 4 8/02 TAX FOLIO NO. /I ; c'6.. 0/3 -./..,2>6 ,44 ( / ute 7 f:. Commencement: (the expiration date is 1 year from the date of recording unless' a Print Owner's Name ?'Z �`�t /-�S S 0 1 �� G. Prepared by y—sviugel; .c . ,..Sworn to and d.subscribed before me :this o fday of 20'6.. . o n My i :a; ,m�SSin Expires 0211512 11111111111111111111 CFH 2006R0677 OR Bk 24652 Ps 3501; (1as) RECORDED 06/21/2006 11:19:13 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Address: q / 1 4v e / „Sr- S BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Plumbing X Name (Fee Simple Titleholder) 1 le Owner's Address cp a P) C_Oir" - t....„ City I Q;Ul&J hO f Late .-� Zip Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa•e Is Building Historically Designated YES Architect /Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Code Enforcement $ Miami hires Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 6 Total Fee Now Due $ (Continued on opposite side) RECEIVED A 2805 Yell Phone # OS 1 g -S9 !c5 County Miami -Dade NO Contractor's Company Name_ /J& t 2/ e— y 7S e Phone Contractor's Address /47 1/4.4. f,.5" 7 —,/ City / Stat Qualifier i-� 1�•� /rr ['Alteration ❑ Structural Plan Review. $ Permit Fee $ i0 Permit No. za4 11®.s1R.�Si. Master Permit No. ****************************F *************** ** * ** ** * * * **** Mechanical Roofitog 1 Phone #3 AS -z O ' cri# i� Zip 07 Zip r16 State Certificate or Registration No. Certificate of Competency No. Phone # Square Footage Of Work: ❑ Repair/Replace ❑ De CCF $ 1 • 80 CO /CC • Technology Fee $•�5 Submittal Fee $ r Notary $ 5 -0° Training/Education Fee $ 0 x ^SO Scanning $ -3 • cO Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins ction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contrac The foregoing instrument was acknowledged before me this �. The foregoing instrument was acknowledged before me this 1 , 20 C 3by 1 l h 2I Ni day of , 20 _, by NOTARY Sign: Print: My Co day of who is personally mission * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 own to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: l 0 yeo,� o oAFioP� ��ur � ?I198¢ My Commission Expires: rvg• * * * * * *if *** * ** * * * ** Q � ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 5 Plans Examiner Engineer Zoning Name Approved Correction Re- Insp'n Fee MIAMI tft BUILDING DEPARTMENT st ?D 305- 795 -2204 4 Building Inspection Request Date Type Insp'n Permit No. I SPQ� — 12-34— Address = 7 2 ) G t 'f-i Ce=J efSC Company Phone #C5) •G 12-9 C 1 Inspection Date 10 13 105 ON-Q- 14 ,/V 112 C"Ct off 19c' t "14.S 0 P-e2- ) t r out • MIAMNg VILLAGE 'BUILDING DEPARTMENT 305- 795- 2201 3 0 2005 Building Inspection equest Date / Jc Type Insp' i LPL —S Permit No. 1Z Name D� � N EE — r f Address 4 = 7 —? X Compan Phone # ( C� ) 2.S6 Inspection Date /'z. `OS Approved ❑ Correction Re- Insp'n Fee ❑ 4 1 0--C aolf_ o� �J 10L0 �y Aws �b2 2.2d � l'N,�(.e � 620 J ni�rocfid.J -Florida _ Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM 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 01- 0328.02. This letter authorizes � 1 to use our HPMA / Performance System 1" Aluminum Accordion Shutter under number 01- 0328.02 to be used at the following job: Sincerely, Victor V. ' ruz President OR .. 000 • • • • • (DO • • • • • .. • • • • 000 • Enrique Revilla Vice - President 1. This fonn•sdurt p' iy:the'application for building permit and shall become part of the permit documents. • • • 0 0 . • . • • • • • • . • • • 2. The aut S In b e er the raised corporate seal of the company holding the Dade County Notice of Acceptance. 4/00 • • • 6 6 40 0 • • • • •• • • • • • • • • ••• • • • • • • • • • • . • • • .. .. • • • .. .. 000 • • • 000 4 • • •• • • 1 • • ••• • • • : • • • • • ••••e • •••• • ••• • •••• • • • •••• • •••• • • •• • • • • • • •• • J • • • • • •• •• • • •••• • • •••• • 5 Y(5' 5 yx Sc� ‘3 fie- e, 6>b' C. . Ave r 5,4 7-61.4 0 3v4 's of Miami Shores Building Department I Product Approval Schedule / Comparison Chart Address: (e23 67 Permit No. 95— /2 3 l/ Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / o Yes / o Yes / No / Jl/ /.?Q u/ + ( +) PSF ( -) PSF ( +) PSF (4 PSF 1, x b lv1.a a'jjry .� t �s.t 41v '�. .. tr/r/Iut cr% , 9 h 4 _ '/ (G-(/7 dD � / ) , ' x 4/7. S :. • • . (.4./ /..n / /.ad....! Xdd Y � �N _ .... ,. . . . C�/,�r� .r� / 0 2 - 5 XS'� l • ... s.. /4 466 A) ! o 43' - I, J::.4:r1 • 75 qb V ...9° . .. �.v/� _ 1 XQO �l .S . . ...�9 . .. ul/ngV S C�1C ..•(/, _U> ,,, 4P? -)k. . _..- . • .... . . • ••• .• • •. • • . -- . __ . • • • . 1 • • smog — • ••• ••• • • ' •.. • • •. • • ••• •• .. • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/22/2005 Applicant: KENNETH ZELNIK Owner: ZELNIK KENNETH JOB ADDRESS: 623 GRAND CONC Parcel # 1132060172141 Building Permit Permit Number: BP2005 -1234 Contractor DILBERT ENTERPRISES, INC Contractor's Address: 151 NW 154 ST Local Phone: 786/256 - 6434 Legal Description: AMD PL MIAMI SHORES SEC 4 LOT 15 & E3OFT LOT 14 PB 15 -14 BLK Fees: Description Amount FEE2005 -11515 Building Fee $210.00 FEE2005 -11516 CCF $1.80 FEE2005 -11520 Notary Fee $5.00 FEE2005 -11521 Training and Education Fee $0.60 FEE2005 -11523 Technology Fee $5.25 FEE2005 -11524 Scanning Fee $3.00 Total Fees: $225.65 Total Fees: $225.65 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/14/2006 Construction Value: $2,500.00 Work: HURRICANE SHUTTERS Signed: (INSPECTOR) Page 1 of 1 SEP 0 9 p a8u /03'7 In consideration of the issuance to me of this permit, 1 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING CODE COMPLIANCE OFFICE (BCCO) 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. 02 -481, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated October 14, 2002, last revision #1 dated October 14, 2002 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 irk advertising 14terature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • • INSPECTION: A copy of lhis•ecrtire•Ald sluff be 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 NOA: #14,0328.02and:consiFts:oe page 1 as well as approval document mentioned above. The submitted documeniat3oa; ►as re �rewed by I�Ie�my A. Makar, P.E. • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 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 02- 1203.01 Expiration Date: 04/23/2006 Approval Date: 12/04/2002 Page 1 1/4" • x 3' LONG G SCREAMS 0 6" 0. C. �= 1 TO D057/NC M / 14 x J' S S S S. W/ 7/16 M. ' NYLON BUSING I I� � • x 7/6' LONG i•I Ia 1.1..,.1• •��._ H (T TOP & B07TOM) ▪ / 14 r 2" S S ; T M oP & BDT S lT HEADER f') ... 1TOIq d W000 HEADER REQUIRED SEE SCHEDULE Q FOR Mn. SEPARATION ALTERNATIVE 1 • •• ry n r STUD • 24 0. C. AWL REQUIRED. P■4 00 1.E 0 14x3/4 "S. S S. M. S 06'0. C. x 4' x / 6' (Min.) 606J -73 Alum. TUBE (Cont. ) W/ (2) 1/4 • x 5' LAG SCREAMS • EACH snip (MIDW101H or STUD) AND W/ 2' Min. PENETRATION INTO ENISIWG STUD. ALTERNATIVE 2 OODLII HEADER SEE SCHEDULE FOR Min. SEPARATION 1/4" • x J" LONG _ LAG SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETR4TTON 70 EXISTING WOOD HEADER BUSHING (TOP /BOTTOM) 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0.C. ••• • • •• • ••• / 14 J'S S S. M.S. W/ 7/16" • r 7/6' LONG NYLON &YAW K ; (Tyµ TOP & E10T70M) 1 1 1 • • • •I • • • 10 • • 4 • • • • •4 • • • •• / 14 x 2 S. S. S. M. S. (Typ. TOP • & E •• ••.• ALTERNATIVE 6• • •'• •'• •'• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • 1/4' . x J LONG SCREWS 0 6' 0. C. W/ 1 1/2" Min. PENE7RAT1ON TO EXISIINC 1 HEADER WOOD STUD 0 24 0. C. AMMK. REQUIRED. WOOD 57110 24 0. C. MAK. REQUIRED. WOOD HEADE? REQUIRED SEE SCHEDULE FOR Min. SEPARATION Mtn. I� 1 1 /1 ALTERNATIVE 3 ALTERNATIVE 4 SEE SCHEDULE FOR Min. SEPARATION / 14 x 3 "S S S M. S W/ 7/16' • r 7/8' LONG NYLON BUSHING ALTERNATIVE 6 j 14 x 3/4" S S S M. S 0 6'0. C. • O J. /14 x J /4" S.S. SMLS 0 6' 0. C. WALL MOUNTING INSTALLATION (OFFSET) : ::: ': • SECTION A • • : • • ••• • • • • •5c LE: INSTALLATION 'DETAI • ' EXISTING WOOD BUILDINGS r J' S S S M. S w/ 7/16 0 r 7/6' LONG NYLON BE:SHNNG (1)13. TOP & BOTTOM) - Ain. / 14x2'5. S • M. S (Typ. TOP & BOTTOM) '$ MPn. 1/4" I-20 S S. BOLTS W/ NUT & WASHER 0 9 0. C. OR /14 x 3/4" S S S. M.S.09'0. C. x 4' r 1 (Ain.) 6063 -13 Alum. TUBE (Cant) W/ (2) 1 /4' • x 3" LAG SCREWS 0 EACH STUD (MIEWROTH OF 57110 AND W/ 2' Min. PENETRATION INTO EXISTING STUD. 1/4" 0 -20 S S. 801. TS W/ NUT & WASHER 0 9' 0. C. OR /14 x J /4' S. S S N.S. 00'0.C. OPTIONAL BUSHING (70P/BOTTOM) 14 x 2 "S S. M. S. OPTIONAL • BUSHING /14 1 J /4' SS S.M.S. O 12 G 1/4' 0 -20 S S BOLTS W/ NUT & MASHER 0 9' 0. C. OR /14 x J /4' S. S S AL S 0 9' 0. C. 1 x 4' x 1/8" (Min.) 606.3-75 Alum. TUBE (Cont.) W/ (2) 1/4' • x 5" LAG SCREAMS 0 EACH 577)0 (110NT0711 OF 577)0) AND W/ 2' Min. PENETRATION 1N10 EX7S77NG STUD. SEE SCHEDULE r FOR Men. -1 SEPARATION ALTERNATIVE 1 - SEE SCHEDULE 1- FOR Mtn. SEPARATION 1/4' 0 LAG SCREWS W/1 I/2" Min. PENE7RA7I N 0 9" 0. C. ALTERNATIVE 2 OCT 1.5 2002 W000 TRUSSES OR RAFTER 0 24 0. G REQUIRED 1 ' x 4' x 1/8' (Min.) - 6063 -15 Alum. 1m /$ LAIC ( 5/16" E RAFTER 0R TRUSS. LOCATE SCREWS AT MI0NIDTH OF . EXISTING 4000 MEMBER (2 Mn. NOMINAL WIDTH) )11 / Min. PENETRATION. / J'S S S. M W/ 7/16" I x 7 /E' LONG" • BUSHING (Typ. TOP Mt BO ) / 1412' S. S S M. S. (Typ. TOP & BOTTOM) OPTIONAL 1/4' • LAG SCREWS W/1 1/2 Min. PENETRATION 0 6" 0. C. (TOP/BOTTOM) /14 r 3/4' S S S M. S 0 12'0. G ?' 1 6' WOOD DECK REOLA'RED (NO FINISH ALLOWED) WALL MOUNTING INSTALLATION (OFFSET) SECTION B SCALE* 1/4'w 1 " MITE : WALI,/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY IW TO SUIT ANY INSTALLATION. 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS U SA�I y' 4Q L�l4 LESS THAN OR EQUAL TO 73 µa.1. AND 9 -0' Max. HHAN OR TO 73 µa.1. Max Sill * } N • • • 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMOS TY ' 4 I) * EI;N PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR OWL. • • • • • • • • • • • • • • • • • f I ILIECOINC. \ TILLIT TESTING & ENGINEERING COMPANY N.W. .36M. 2., St.. 217. NRCMM �EN4 G4 11. *3I (3050 7 1 -1730 . For : (.71738 71 -15.71• • al- 0006719 • WALTER A. 71LLIT Jr. P. E. FLORIDA Lic. / 44167 7Was SEE SC7IEDLAf 7- FOR Mn. SEPARATION AL TERNA T/VE 3 ••• •• • • • • •• • • • ••• •• PRODUCT REVISED as complying w Rondo. ith th Rondo. Bidding Code Acceptance No O Z -12 O 3. Expirption Date• ® L: a 6 By Miami Da Division b OPTIONAL BUSHING 2' x 6' WOOD DECK REQUIRED LL (NO FINISH AOWED) roduct Control F.B.C. (H. V. H.Z.) /MIAMI -OADE COUNTY • • • • • • • • • . • PZTRFc?A44$ CE SYVki • I ACCORDION SHUTTER • •• • • • • • A5 SHOWN SL ALE Mr VW WM nc a STORM PANELS & ACCORDIONS, /hV. • ••• • • • • • • • • • • ••• • • • 1 �S 26th AVE AL0!/G4. FL 33054 • om' PIRG OLD 01 -0411 '0/14/07 WV. slo x a 10/14/02 DATE 02 -481 DRAWING No SHEET 6 OF 6 .. ... • • • • • .. • • • • • • • .• •.• .. • • • .• .. • • • • • • .. 00 • • • • • • • .. • • • .• ... .. • ... • • • • • • .•. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . .• • • • • • • • • • • • .. • • • • • • • • • • • • •. • • • • • • • • • • ... • • ... • • • • ... .•. • • • • .•. • • • • • • • • • • • • • • • • • ••• • • • • • • •.. • • • • • ... • • • • • • • • • • .. .. • • • .. .. • • •. .• • • • •. .• • • •.• • • • • • • •.. 000 • • • 000 • • e. • MAXIMUM DESIGN LOAD MAXIMUM SPAN FOR 1" (ft.) SHUTTER SECTIONS MINIMUM SEPARATION TO GLASS (in.) SHUTTER SPAN ALL SECTIONS W (p...f.) 8, 81, B2 C &C1 A • •• 40 14' -1' 12' -5' 3' J' 45 13'-8 11 ' -8' J' J" 50 13' -0' 1 1 ' -1 ' 3' J' 55 12' -5' 10' -7' 2 3/4' 2 1/2" 60 11 ' -10" 10' -1 ' 2 3/4" 2 1/2' 65 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' -J' 8' -9" 2 3/4' 2 1/2' 85 10' -0' 8' -6' 2 3/4' 2 1/2' 90 9' -8' 8' -J' 2 3/4' 2 1/2' 95 9' -5' 8' -O' 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' -J' 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' -0" 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' -O" 4' -5' 2 1/4' 2' 180 5' -1O' 4' -J' 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' J' -11' 2 1/4" 2' 200 5' -J" ..r-h0 -• : 2.1A4 "• • ■ �. : ••• 205 5' -2' 3' -9 • :2:1441 ; : • i' • _ 210 5' -0' 3 -8 '' • 2 774' • • '.• • 215 I 4' -11' 3' -7' 2 1/4' 2' 220 4' -9' •T 2.1k4 . i • F • • • 225 4' -8" :1 : • • 2 4%4 - : • • • • 2,: • : 230 4' -7' r - • •• 2 9/4' • • • 2" • DESIGN LOAD MAXIMUM 1N' (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 e' -e' a' -e• TO MAX. ALLOWED S' -o' OR LESS 5'-0 TO e' -6" e' -6 TO YAX. 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 120.0 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 g _ 9 y _ 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 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM ( MASONRY) 'W" (p.s.f.) SHUTTER SPAN SHUTTER SPAN s' -o' TO e' -e' s' -o' OR LESS 5' -O TO a' -e' e' -6• TO MAX. ALLOWED 5' -O• OR LESS 5 -0• TO e•-e' e' -e• TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 g 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 4 J 9 9 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 - J.5 3.5 - 9 9 - 5 5 - FROM >170.0 TO 230.0 8 8 - - 7 7 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 s' -o' OR LESS s' -o' TO e' -e' e' - e• TO MAX. ALLOWED s' -O' OR LESS 5' - 0' TO 8' -6• oei 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 120.0 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 - g 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.) FLOOR /CEIUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN s' -o' OR LESS 5'-0' TO e' -e" i e �� .86 9 9 8.5 FROM 9 9 9 40.0 TO 60.0 9 9 9 9 9 8 FROM 9 9 8 >60.0 TO 75.0 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 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 BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ANCHOR MIN. SPACING ACTUAL E. D. FACTOR CALK -IN 3000 psi. (MIN.) CONCRETE 3" .86 3.0" 2 1/2" .75 .r 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON OR MAXI -SET TAPCONS 3.0" CALK -IN 3000 psi. (MIN.) CONCRETE 2.5" CRETE -FLEX SS4 3350 psi. (MIN.) CONCRETE 3.0" ' MMIMUM DESIGN PRESSURE RATING MAXIMUM DESIGN PRESSURE RATING "W' (o.a.f.1 ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + " W " (p.s_f.) '"- CORRE -- • -- IBC MAXIMUM SPA _" SCHEDULE, (VAUD FOR SECTIONS A, 8, 8 1 , 82, C & C 1 ON SHEET 2 & 3). NOTE DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 - 88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY OUAUFY AND NEED NOT TO BE CHECKED. FOR SHUTTERS INSTALLED WI14111, THE F1RS1. 30'•0. EI EVAT10N OF BUILDING MEASURED AT B(�TO OF S H�1R. : : • • •• FOR SHUTTERS INSTALLED ABQ��i E� 3'O ElEM4TIO O ' . B UI L DING, MEASURED AT BOTTOM OF SI4UTTEft • • ••• • • AUD FOR SECTION A ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING 1N' (p.s.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS C1 ON SHEET 3). MAXIMUM DESIGN PRESSURE RATING "W' (p a fLAND CORRESPONDING MAXIMUM ANCHOR SPACING (in SCHEDULE. + (VALID FOR SECTIONS 8, 81, B2 ON SHEET 2). OCT 1 5 2002 ILIEC O I NC. •• • • • • • ••• •• • • • • • • • • MAXIMUM DESIGN PRESSURE RATING ' ' (o.a.f.) AND CORRESP ONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE + .ANCHORS LEGEND • • •. • • LLIT TESTING & ENGINEERING COMPAIVY N' N.N. 361A. St., S* 217, 101gCJ114 (24I2120/5 ft 188 Phone . (.7[5)671 - ISO . For . 6 3125 ) 871-15 - 7' • W N Ab• E8- 0006719 • • WALTER A T1LLIT Jr. P. E. • FLORILN Lic. / 44167 (VAUD FOR SECTION C ON SHEET 3). • • • • • • • •• ••• •• • PE4 P0A1M NC£ SYITEA4 i 'ACCORDION SHUTTER • • • • • • • • - - - - - • •• • • • • • • TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 flARIDA 570811 PANAY & ACCORD/04 INC. 14475 N.W. 26th AVE. 04 GL FL .3J054 • ••• • • • • • • • • • • •• • .x.011 • • • aE • I ••• of 7 WItS 2 ✓ - 1 - WY. He PRODUCT REVISED as complying with the Florida Braiding Code Acceptance Z 1 o 3• O 1 Expiration Date No O • � 1 7 2-006, By . . ... e a• 1L4ti Miami ' ' uct Control Division F.8.C.(H.V. /MIAMI -DADE COUNTY a1r AS SHOWN SCALE 10/14/02 DATE 02 - 481 DRAWING No SHEET 5 OF 6 CONCRETE ANCHORS • 1• 0. C. POUARED CONCRETE REQUIRED SECTION E NOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLATION. we MOIZ For LOOMV0 PRI AT =CMG armor (LDfdf10M w ) •• • SCALE : J/8' 1 • • • • T SECTION 01 (& MULTIPLE SHUTTERS) SCALE : J /8' - I' O • (oPnawc• ••• /14 x J /4' S S. S. M. S. OR J/16' • Alum. POP RIVETS 0 9' 0. C. (To.) 2'x 2'x .125' ALUMINUM TUBE •• ••• • • • • • • • • • • 2'x 2 ALUMINUM TUBE 1' x 1' x .062• • Cont. Alum. ANGLE !\ /14x.3 /4•S S S A/. S OR J /16' • • Alum. POP RIVETS 0 9•a c (Typ.) • • • • • p . � g • • • • • • • • �sE: MITES.•• • •• •• ••• • • • ••• • Cont. Num. ANGLE • ( �0• 44 • •SECTION El SCALE : 3/8' - 1' SECTION D SCALE : J/5' 1 ' OPTIONAL) Of() (SEE NOTES) 2'x 2'x .125' ALUMINUM TUBE SECTION E2 SCALE : 3/8' - 1' (SEE NOTES) x 1 ' r .062' Cont. Alum. ANGLE OCT 1 2002 3/I•0 ha.( MR =MO PM AT SDICICRIC PQ41KRI 0.004110.1 A4 CONCRETE ANCHORS 018' 0. C. POURED CONCRETE REQUIRED ISOMETRIC LCORNER POST) (Typ. AT TOP & BOTTOM SLABS) POURED CONCRETE REQUIRED CONCRETE MACHORS 0 18'0. C. /r4 x 3/4' S IL S OIR J/16 0 ALUM. POP RIVET 0 9' 0. C. 1 'x1'OIR fi12 1 1/2'x 1 1/2 OR 1 1/2' r 1 OR 2' x 2' OR 2' x J OR 2' x 4' OR 2' x 5' x .055' Min. THICK Num. ANGLE ONE SIDED SECTION : END CONNECTION DETAIL SCALE : 3/8' • 1- 2'x 2'x.125' OR J' x J' x 090' Alum. TUBE POST (4) J /l8' r A ium. POP (606.3-T6 ALLOY) RIVETS OR / x J /4' 2' x 2' x .125' x S. M,S (T.) ila TUBES' SIZE Alum. ANGLE � 0*% REQUIRED) 1 �� � 1 ' x .OBT' Cont. Alum. ANGLE ® S M. S OR 3/1E I E& ANGLE EDGE OF SLAB /14 x 3/4' S S. CONCRETE ANCHORS Alum. POP RIVETS 0 r O. C. (Typ.) •• • • • • • 1 • • 1 • • 1 iT NC . \ T� LJJT TESTING & ENGINEERING COMPANY KW.. .38tA. SY. St*. 217, MOW G4/10/245. FL .1,1t% Phone : (305)871 -1110 . For : (305)871- WI • . EB- 0006719 • WALTER A. TILL/T • Jr. P. E. • • FLORIDA Lic. / 44167 NOTES FOR LOCKING OF 1 -PUSH BOTTOM LOCK J MAY BE USED FOR INSTALLATIONS SECURED FROM OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLING Q M TH OUTSIDE. .4 7/8'0 HOLE SHALL BE DM • AT H AND J MUST BE RME7ED FROM THE BACK OF TO FRONT W/ (2)J /16'• ALUM. POP RIVETS. A J • HOLE MUST THEN BE DRILLED AT ® TO ALLOW FO J PI. TO PASS THRU. WHEN /NST NG Q • • M THE INSIDE Q MUST BE RIFTED TOl W/(2)J/16 • ALUM. PO R A 3/8'0 HOLE � . ST' M THEN BE DRILLED THRU HAND 3I TO ALLOW FOR C PIN TO PASS THRU. 2- 5/16'x1' LOCK AMY BE USED ALTERNATTVELLY TO J LOCK FOR INSTALLATT S SECURED FROM THE OUT570E ORNSIDE BE OF SHUitH. TAPPED TO AC�PT AND HOLE 18 READS PER NCH TO AMCHI�SCREW. 1 OR 1 i12' OR 1 1/2' x I 1/2" OR 1 1/2'x r OR 2 x2'OR2'xJ'OR2'x4 OR 2' x 5 • x .055 • MM. THICK Alum. ANGLE • • • •• • • Mr w• • 0 • 1 • • •• • • /14 x 3/4' S. M. S QR -1 3/15 0 ALUM. POP Rh£T • 9' 0. C. ALTERNATE CLOSURE DETAIL W /® • • • ••• •• • • AM SrSTFM ? * ACCORDION SHUTTER _• - • • • • • • • •• • • • • adleow 170*W Ate ACCORDIONS I • ••• • • • • • • • • _ 14475 N.W. 26th AVE OFINA P1.. .33054 • • • • •oo•v�Or1 • 1 .•01 • . • • • • ••• •• 0171 0 /12V SCALE : 3/8' - 1' PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No O 2- 1 Z o?, 0 Expiration Date o � 2.006 By l I " - / /4 /14/-�- Miami Dad5Product Control Division ATV. M. 010 1.1x701 CONCRETE ANCHORS 09'0. G POURED CONCRETE REQUIRED F.B. C. (H. V.H. Z.) /MIAMI -DADE COUNTY a1r J • AS SHOWN SCALE 1 0/14/02 DA 02 -481 DRAWING No SHEET 4 OF 6 8. I § .125" .250' 2 MAX. -.100 .075 tf FLOOR SILL SOLE : ,;/e• - 1• 5.074 • :470' • .702' -4.709' • 2.474' 1.500' )A WALL HEADER (6.t INVERTED) © MALE/FEMALE BLADE T ® © ADJUSTABLE SILL ADAPTOR THRESHOLD TRACK SCALE : 3/8" 1 • (2)HOI.ES FR J/18 ALL). POP RIVETS • © CEILING HEADER SCALE : MIT" - 1' .875' MALE/MALE BLADE srvE a/N' 1• - ----3 Max. AS APPLICABLE --+ /)ALUMINUM ANGLE •••• •• • • . • . tie • o -±/.344* . SOW 4.11. - I• • • •• ••• •• • • • ODO" )J BRASS NICKEL PLATED • • • • % • POSH. *BUTTON LOCK • • • • • • • • • • • • • •• • • • • • • • • • •• • • • •• •••• ••• • • • • • 7000 Max. AS APPLE •-T. • • • • • • • l0. ALUMINUM A E. • • • • • • . • • • • • • • •• •• • • • •• •• SCALE J/8'- •-•• • • • ••• • • 1 ?.045 ^-T.674' ae79• SCiLE: J/a•- I• r •5t 2S 1T /16' - 18 5.S M.S. ti ip OCK PLASTIC 00408 3 234" © WALL SILL =ALE . J/6• - 1 • 2.075" ® 90• STARTER SYALC 1/8 - ,. STALE .;/N• - 1 • HO FEMALE CENTERMATE BLADE ^J MALE CENTERMA SCALE J/a" - 1 • )K LOCKING PM! (OPTIONAL) SCALE 3/8 " .: 1 SILL 055' 360' STARTER S :5 .510' TE BLADE MOLE 1- 1. ACCORDION S►N/T7EF SIpMN ON Nis PRODUCT APPROVAL DOCUWOVT HIS BEpV DEAD l ACcQ QNN *V7 1}f 2001 (ORTON OF THE FLORIDA BUILDING CODE. DESIGN NWD LOADS SI44LL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE MENTIONED CODE, FOR A MASK MMd SPEED OF 148 /n,p.X.. AND IN ACCORCANCE iW/ ASCE 7 -98 STANDARD. ACCORDION SHUTTER'S ADEOlACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VfRFTED W ACCORDANCE IK H SECTION 1606.1.4 OF THE ABOVE 4E7VIIONED COPE AS PER PA -201, PA -202. AND AA -203. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVOP PIN SHALL BE if 14 x 3' 410-HT AMMAA4 SEINES W/ 1 .15. 0 k•/ YIELD POINT A 1 8 Xol TETNSA.E STRENGTH. S CREWS SHALL BE COATED METH XYL4N 5000 SERFS FLUOROPOLYMER COATINGS AS MANUFACTURED BY MMTFORD Co. BOX 507. HEST CHESTER Al 19361. J. ALL ALUMINUM EXTRUSIONS SHALL BE 6061 -T6, 60O5 -T3 OR 6105 -T5 ALLOY «TN MANAKIN MD STRENGTH OF Fr. J,5.0 td 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR .3 6 5t3NES W/ 50 kW YIELD PONT AND 90 sexi TENSE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER OIN 50018. 5. ALL ALUMMMAI POP RME7S TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM M+1NDlEE. 5 BOLTS TO BE 2024- T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STFfZ MYTH .55 lad MINIMUM WNW/ /7E1..0 PONT. 7. ANCHORS TO MALL SHALL BE AS FOLLOWS: (AMISS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - I /4' • TAPCON, AS MANUFACTURED BY I.T.W. BU1l.DO OR ELCO TEXTRON, Ah0 I/4". MAXI -SET TAPCON. AS MANUFACTURED er LT.W. BUILDEX. - 1/4' • CRETE F1EX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4' • x 7/8' CALK-84 ANCHORS AS MANUFACTURED BY POWERS FASTENING INC NOTES: A.1) ACNR/UM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX 554 ANCHORS INTO CONCRETE IS 1 J /4" A.2) 7/8• CLLK -MN 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 MINIMUM SHOULD STUCCO GIST. A J) IN CASE TEN PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING MALL FLOOR ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SFNLL BE AS /ND/GATED ON NOTES A 1 & A.2 ABOVt (B) TO Q7S1W G croICETE BLOCK MALL. - 1/4 • TAPCON, AS MAN LUFACTURED BY I. T. W. ERN LDEX OR ELCO TEXTRON, AND MAXI -SET TAPCY2.N AS MANUFACTURED BY LT.W. BUIDEX - 1/4" • CRETE FLEX 554 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - 1/4' 0 x 7/8 CiLLK -IN AhCMORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES 8.1) MINIMA/ EMI3EDME7NT OF TAPCON ANCHORS, AND CRETE FEDI SS4 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4' 8.2) 7/8' CALK -MN ANCHORS SHALL B£ ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK WHIT. NO EMBEDMENT Ivry STUCCO STALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND /' MINIMUM FOR WALLS IWTH NO STUCCO. B.J) IN CASE THAT PRECAST S7LWE OR PRECAST COWCRe7E AWELS BE room CIN TIE EXISTING MILL ANCHORS SHALL BE LONG ENOUGH TD REACH THE AWN STRUCTURE BEHIND SUCH PANE2S. ANCHORAGE STALL BE 1 1/4' MINIMUM FOR ANCHORS MENTIONED IN B.1.), MY 7/e' FOR ANCHORS AIDI770NED N B.2.). (C) ANCHORS STALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. SHUTTERS COMPONENTS ARE PATENT PENDING. 9. IT STALL BE THE RESPON STBKJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER 57$ALL ONLY BE ATTACHED 1O CONCRETE; BLOCK OR MOOD FRAME BUILDINGS 10. A PERMANENT SHUTTER MANUFACTURERS LABEL SHILL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT (Fi). ONE LABEL SHALL BE PLACED FOR OPENING. LABEL SHALL READ AS FOLLOWS 'PERFVW!4CE SYSTEM 1 ACCORDION SHUTTER" FLORIDA STORM PANELS & ACCORDIONS, INC. OAALOCKA, FLORIDA WWI -DADE COUNTY PRODUCT CONIRDL APPROVED. 11. (o) THIS PRODUCT APPROVAL DOCUMENT (P.. D.) PREPARED BY 71115 ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: L•. WHERE THE SITE CONDITIONS DEDMTE FRAY THE PAD. (b) CONTRACTOR TO BE RESPONSIEILE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PROOUCT APPROVAL PROVIDED HE/SHE DOES NOT DEDMTE FROM THE C1OND/7IONS DETAILED ON THIS DOCUMENT. (c) THIS PRODUCT APPROVAL DOCUMENT MILL BE CONSIDERED INVALID If MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT IM1ICH MILL BECOME THE PROFESSIONAL OF RECORD (P.O.R.) FOR THE PROJECT AND WHO MILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. PROFESSIONAL OF RECORD. ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER. SHILL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PAD. SHALL BEAR THE 04 TE AND ORIGINAL SEAL AND SIGNATURE OF 711E PROFESSION4I. ENGINEER mgr PREPARED R ILIECO • • • • • • • • • EB- 0006719 • WALTER A. 7IL1JT Jr. P. E • FLORIDA Lic. / 44167 • • • • • • • • •• • • • • • • • •• • • • •• ••• •• 14475 N.W. 26th AVE TILLIT TESTING & ENGINEERING COMPA • • • • • • • • • • OPAIOCMU •FL 330.54 x W. 3e7A SYa 21 G41•706, Ft .13138 • • • • • = • Pnon• (.A70) 7 WOW A71 -1570. Fa.: (.388)8 71-1531 • • -' ••• . * JJ • • Af►0Ir • dtrcarno• • •N 1[ • • • • • • PERf OMANAE SYSTE 4 ACCORDION SHUTTER • • • • • • • • • • • •• • • • • • • fLORIDA VON PANELS & ACCORD/01 , INC. •. •• I / . • AY. K PRODUCT REVISED as carapivi77 with the Foz d Dnidinw Cede Acceptance No O Z - 1203. 0 Expiration Dais By Miami Da Division 000•11UM 05 act Cootie) F.B.C.(H.V.H.Z.) /MIAMI -ODE COUNTY AS SHOWN SCALE 10/14/02 LUTE 02 -481 DRAWING No SHEET 1 OF 6 ©1 180' MALE 2. MM - 1.922 © FLOOR sc.u- : .;/1/" .472' .080" 2.142' 3.106' .74Jl' NAlE J/8' - 1 COMPONENTS i?" I. INTERIOR HA (oPTIONA SCALE 3/N - - OCT 1520 SEE SCHEDULE r- ---FOR Min. SEPARATION ro GLASS SCALE : 3/6 - 1' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED LI r •.• • • • • • • • • • • • • • •• •• ••• • • F14xrS.££M.£ W/ 7/16' 0 x 7/8' LONG N11081 BUSHING (Typ. TOP & BOTTOU) II II II II LJ II II WALL MOUNTING • INSTALLATIONI •• • . • • •• SECTION 4 :• • :. .. • • • .. OPTIONAAL tit /BOTTOM) • / 14x2'£ S S. M. S (Typ. TOP & B017014 1 • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ••• • • • • • •••••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • r CONCRETE ANCHORS POURED CDIrCRETE (SEE SCHEDULE) REQUIRED n II II II II rJ rill / 14 x J' S S S N. O S w/ 7/76 4 x 7/19 F ai LONG IMON BUSHerM 'i••i' (Typ. Toe & BOTTOw) 0 LnE POURED CONCRETE REQUIRED SEE SCHED FOR Alin. SEPARATION TO GLASS CONCRETE ANCHORS (SEE SCHEDULE) SCALE : J /E _ 1' TEA . I I 1 1 EDGE OF SLAB F APPI.IC &f � � OPTIONAL � _ t13T T'^" /BOTTOM) /14 x J /4" S. S S N. S. • 12' 0. C. CEILING & FLOOR MOUNTING INSTALLATION SECTION B / 14 x 2" S S S M. S (T)p. 70P & BOTTOM) or f— EDGE OF SLAB IF APPIJGABLE CONCRETE ANCHORS POURED CONCRETE (SE r SCH£DGIE) REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS / 14xJ SSM. S W/ 7/16' / x 7/15' LONG NYLON BUSHING (Typ. TOP & BOTTOM) r F OPTIONAL I I ('.. BU941NG O POURED CONCRETE ANCHORS RE (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 SCALE : 3/6' OCT 15 2002 EDGE OF SLAB 4 APPUCABLE / 74x2'5 S S M. S (Typ. TOP & 97TToM) or EDGE OF SLAB IF APPUCABLE ILIECO INC. CONCRETE ANCHORS POUND corACRET£ (SEE SCHEDULE) REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) • • • • • • • • • • • • T11UT TESTING & ENGINEERING COMP4NY EB- 0006719 • • six „ • WALTER A. miff Jr. P. E. • • , • • FLORIDA Lic. j 44167 ` SEE SCHEDULE -i FOR Min. SEPARATION TO GLASS • • • • • • • • • •• • • • •• ••• •• POURED CONCRETE REQUIRED N.M. 3861. S!, SM. 217, MOW 8 $ R .1118E • • • • • • • • Moro (.706)871 -1530. Fax : (.707)871 -1571• • - - • CAD 0 1.06/ • mat 44.2 J / 14 r3" S S. S M. S w/ 7/16' 0 x 7/8" LEMC NYLON BUSHING �I (Typ 70 & BOTTOM) 54- II I I II II U CEILING & FLOOR MOUNTING INSTALLATION SECTION 82 •• • • sceLE y / •• • • • • AL FL •u 1 / 14x2' S. S S. M. S (Typ. TOP & BOTTOM) „ i OF SLAB APPLICABLE r OPTIONAL TOP /B0T70N) OF SLAB IF APPUCABLE • ••• • • • • PCRF'*APC£ "5=£AP 1 :AC SHUTTER • • • • • • • •• • • • • ••• FrLO►R1G 4 STORY PANELS & ACCORD/04 h . • • • • • • • 1 O� Q �47� � /V 26th AVE • PRODUCT' REVISED as complying with the Florida Bidding Code Acceptance No 02 - Expi uon Dated •SYfT3l • By I i Miami Da��'rodoctControl DiYiSloB F.B.C.(H.V.H.Z.) /MIAMI —DADS COUNTY G1[ AS SHOWN SCALE 10/14/02 DATE 02 -481 DRAWING No SHEET 2 OF 6 4 R _ X u 1 1 1 : : DO + £Qorte or®T ILIECO TYPICAL ELEVATION • • • • • • • TILLIT TESTING & ENGINEERING COWAN 6S1it7 (W. 3/7M. St., ST. 217, V 4 G4DENS F7. S36 Pharr : (305)871 -75.30. Fax : (335)871 -1331 EB- 0006719 • WALTER A 7ILLIT Jr. P. E. • • FLORIDA Lk. / 44167 •. • • • • • .•. .• • • . • • • • • •• • • • •• ••• •• • • • PMI,M/kE SY .1• ACCORDION SHUTTER • • • • • • • • • • • •• • • • • • • 110410A S'Tl/ PANES •k ACCORD/0114 INC. 14475 N.W. 26th AVE. • • • • • • • OPALO(•IQI. fL J3054 • • • •_ • • • • • an• w 2 K 113P / BOTTOM (c 'n0�LL) 4 N. T. • n4►74r • • BAIT• - . w DOCanaw BAIT • ar.13 81-cif • : 0/1 4 NOTES ON OF 6 FOR LONG PECIf1GTTONS F.B.C.(H.V.H.Z.) /AIL4Ml —DADE COUNTY PRODUCT REVISED as complying witb the Florida Raiding Code e Z - ) Za3. o f Expirati Acceptanc 1 Date NoO 0 . SGT Zo 0 6 By t .4.r2• Miami Dad'rodnct Control Division or©1 JO or®f AS SHOWN SCALE 10/14/02 DATE 02 -481 DRAWING No SHEET J OF 6 POURED CoNCRE7E . OR CONCRETE EIL CX WALL REWIRED CONCRETE ANCHORS (SEE SCHEDULE) S SCHEDULE I _- ---_Foe Mn. SEPARATION TO CLASS POURED c01MCRETE 1 /4' 0 -20 S S OR CONCRETE BOLTS W/ NUT & BLOCK MALL WASHER 0 9" 0. C. REQUIRED OR /14 x J /4' S S. S. M. S. 0 9 0. C. Min. 14 x.'S S S M. S. W/ 7/16' I x ¢ 7/8" LONG NYLON r BUSHING (Typ. TOP & I I BOTTOM) n 11 1I II II 1/4' 0 -20 S S BOLTS W/ NUT • ASHER09'0. C. OR /14 x J /4' S. S. S. M. S 0 9' 0. C. CONCRETE ANCHORS (SEE SCHEDULE) •• ••• • • • • • •• BUILD -.ODU Vi51A1111,i4 x/ON • • • • • • • • - SECT/ON C • • • • SCALE : J /8" = 1' • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ••• • • • • • •••• ••••••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / 14 x 2" S. S S. M S. (Typ. TOP • BOTTOM) r OPTIONAL BUSHING TOP /BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE -FOR Min. SER4R4TTON TO CLASS 1/4 0 -20 S S BOLTS W/ NUT & *491 R • 9' 0. C. Min. n II II II II BUILD —OUT INSTALLATION — SECTION C1 SCALE : J /8' = 1' 1 14 x J'S 5. s. M. S W/ 7/16' • x1m 7/8 LONG NYLON BUSHING (Typ. TOP & 1 I Barr)) �—/ 14x2'S S. S M. S O)y. TOP & BOTTOM) r ® 8 I OPTIONAL I 1 BusnvNG L I � TOP /BOT7DM) ]]ii /14 x 3/4' S. S S.M. S 0 12' 0. C. Min] 1 /4" 0 -20 S S BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x 3/4' S. S S. M. S 0 9" 0. C. OCT 15 2002 \," T T f T T T \ T [ \ \ i i I I DO + £Qorte or®T ILIECO TYPICAL ELEVATION • • • • • • • TILLIT TESTING & ENGINEERING COWAN 6S1it7 (W. 3/7M. St., ST. 217, V 4 G4DENS F7. S36 Pharr : (305)871 -75.30. Fax : (335)871 -1331 EB- 0006719 • WALTER A 7ILLIT Jr. P. E. • • FLORIDA Lk. / 44167 •. • • • • • .•. .• • • . • • • • • •• • • • •• ••• •• • • • PMI,M/kE SY .1• ACCORDION SHUTTER • • • • • • • • • • • •• • • • • • • 110410A S'Tl/ PANES •k ACCORD/0114 INC. 14475 N.W. 26th AVE. • • • • • • • OPALO(•IQI. fL J3054 • • • •_ • • • • • an• w 2 K 113P / BOTTOM (c 'n0�LL) 4 N. T. • n4►74r • • BAIT• - . w DOCanaw BAIT • ar.13 81-cif • : 0/1 4 NOTES ON OF 6 FOR LONG PECIf1GTTONS F.B.C.(H.V.H.Z.) /AIL4Ml —DADE COUNTY PRODUCT REVISED as complying witb the Florida Raiding Code e Z - ) Za3. o f Expirati Acceptanc 1 Date NoO 0 . SGT Zo 0 6 By t .4.r2• Miami Dad'rodnct Control Division or©1 JO or®f AS SHOWN SCALE 10/14/02 DATE 02 -481 DRAWING No SHEET J OF 6 POURED CoNCRE7E . OR CONCRETE EIL CX WALL REWIRED CONCRETE ANCHORS (SEE SCHEDULE) S SCHEDULE I _- ---_Foe Mn. SEPARATION TO CLASS POURED c01MCRETE 1 /4' 0 -20 S S OR CONCRETE BOLTS W/ NUT & BLOCK MALL WASHER 0 9" 0. C. REQUIRED OR /14 x J /4' S S. S. M. S. 0 9 0. C. Min. 14 x.'S S S M. S. W/ 7/16' I x ¢ 7/8" LONG NYLON r BUSHING (Typ. TOP & I I BOTTOM) n 11 1I II II 1/4' 0 -20 S S BOLTS W/ NUT • ASHER09'0. C. OR /14 x J /4' S. S. S. M. S 0 9' 0. C. CONCRETE ANCHORS (SEE SCHEDULE) •• ••• • • • • • •• BUILD -.ODU Vi51A1111,i4 x/ON • • • • • • • • - SECT/ON C • • • • SCALE : J /8" = 1' • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ••• • • • • • •••• ••••••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / 14 x 2" S. S S. M S. (Typ. TOP • BOTTOM) r OPTIONAL BUSHING TOP /BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE -FOR Min. SER4R4TTON TO CLASS 1/4 0 -20 S S BOLTS W/ NUT & *491 R • 9' 0. C. Min. n II II II II BUILD —OUT INSTALLATION — SECTION C1 SCALE : J /8' = 1' 1 14 x J'S 5. s. M. S W/ 7/16' • x1m 7/8 LONG NYLON BUSHING (Typ. TOP & 1 I Barr)) �—/ 14x2'S S. S M. S O)y. TOP & BOTTOM) r ® 8 I OPTIONAL I 1 BusnvNG L I � TOP /BOT7DM) ]]ii /14 x 3/4' S. S S.M. S 0 12' 0. C. Min] 1 /4" 0 -20 S S BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x 3/4' S. S S. M. S 0 9" 0. C. OCT 15 2002