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SHUTTERS
NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NUMBER: l 1 3 �" `) 5-672_ ! 7 /g Signature of Own Print Owners Name: Sworn t`o and s Notary Public: (Notary Stamp) STATE OF FLORIDA: COUNTY OF 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: (Street address) 93 3 1 Mnfi 3/ 3 3 (Legal description) Lot: 6 Block: 2— Subdivision: I - Y L- vi� /Oa z/7 6 J 2. Description of improvement: install hurricane shutters 3. Owner(s) name and address: 'name) - 37x47 t5 V 1l/ ��i�.4"A.)/ (address) /v css— Al.i /` "� / S /�1e ;3 f -- 3 l 7 j Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Rolladen. Inc. 550 Ansin Blvd., Hallandale, FL 33009 5. Surety: (Payment bond required by owner from contractor, if any) n/a 6. Lender's name and address: n/a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12(1)(a)7., Florida Statutes. (name) (address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(a)7., Florida Statutes. (name) (address) 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is sp • ified) scrib.. befq. ne t ' day of c7 MY 0 s 1 « ! 5TA rU OF FLORIDA, COUNTY OP DA0v I HEREBY CERTIFY that this is a Irr a.� of the onglna od /n th office on ° IJ v of , A D 20 WITNESS rrl hen, cnd Official Seal. HARVEY RUVI K, of Circuit a f County Courts By ftI �:Il� D.C. F N p CUU p cLERK �C !I 02R593113 2002 SEP 24 10 :10 20 Prepared by: Rolladen, Inc. 550 Ansin Blvd. Hallandale, FL 33009 Miami Shores Village 10050 NE 2nd Avenue Printed: 10/21/2002 Applicant: LOURDES SOLIS Owner: SOLIS LOURDES JOB ADDRESS: 1236 NE 93 ST Contractor ROLLADEN INC Local Phone: 954 - 454 -4220 Parcel # 1132050270180 Signed: Signed: Building Permit Phone: 305 - 795 -2204 Permit Number: BP2002 -1801 Contractor's Address: 550 ANSIN BLVD Legal Description: 5 53 42 BAY LURE PB 44 - 63 LOT 6 & E25FT OF LOT 5 BLK 2 LOT SIZE Fees: Description Amount FEE2002 -5929 Building Fee $174.00 FEE2002 -5930 CCF $2.40 FEE2002 -5931 Buildier's Bond $300.00 Total Fees: $476.40 Total Fees: $476.40 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 4/19/2003 Construction Value: $3,767.02 Work: HURRICANE SHUTTERS Page 1 of 1 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: 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 responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: i.- cc, CHRISTOPHER R. CURTIS OR ANNA D. CURTIS PERMIT ACCT 7081 PARK ST. PH. 954 - 993 -6181 HOLLYWOOD, FL 33024 -3851 Pay to the Order of Bank of America® ACH WT 063100277 ForrnQ x:06300004 ?4 0036 2554 ?S ?8ii' 345 ,ea Date kO Zz- od 3451 63 -4/630 FL 16 Bank of America Advantage® Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / -5/Ue.F" F 57 Tax Folio /1 Z- v 5 7 2) � 2 Legal Description GOl 6 73/< Z .yY� ✓.e Historically Designated: Yes vV--e3 Owner/Lessee / Tenant 91&r t &rte INN C�2h -t k Q. owners Address / 36 ou c� v! Q 3 5 3 X / 7/2 Phone WORK DESCRIPTION Master Peril, _-T F ?( /<)/ cos_ --z; Y Contracting Co. ---LPr� t-N \ 'N C Address Qualifier P,m ERG Ss# , Phone ,Ty5 - - - 757- SrSS11 State # (� COSCIg03 Municipal # Competency # AA Ins. Co. Architect /L Pct 'k�C� R'F' Address/�3J,� 13 Avti, Y kl et 33111.f. Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 7 "/Z0//9 4 ) P cg 72 No t Square Ft 6 4, 5 Estimated Cost (value) 7 , 3, 1 6,1 .. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. Notary as to Owi d/or QamktrFajti My Commissi • ,.; !:+ qS: MY COMMISSION A DD 125613 lof " EXPIAES:July2B 2008 FEES: PERMIT AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable ti APPROVED: Zoning Menhmnical RADON . Furthermore, I authorize the above -named contractor to do the work stated. Plumbing 77 ontr: • o • er- Builder &OP Notary as t o ntr: • o r a te , My Commission E mres: C.C.F. o `1 D NOTARY I �4 Building Electrical 16 -(0 -o& Date Date C.K. CURTIS Notary Public - State of FIo-?aa My Commission E:zpires Apr 19, 2001 Commiss;on # CC "2932' BONIR 0 . TOTAL DUE l l J , o Engineering FRANK LU BIEN 10050 N.E. 2ND AVENUE MIAMI SHORES, FLA 33138 Sincerely, Terry 1 . Low Vice '• resident 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form Hallandale: (954) 454-4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454-1577 Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: Aluminum Accordion Type Shutters under # 00- 0128.10, 00- 0609.06, 00- 0411.07 Extruded Aluminum Roll Shutters under # 00- 0609.08, 02- 0318.11 Extruded Aluminum Storm Panels under # 00- 0609.07 a .. ... 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 00- 0602.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01. Polycarbonate Window glazing under # 00- 0609.05 This letter authorizes Emilio Cuzan or William DeVore to use any of the following: Aluminum Accordion Type Shutters under # 00- 0128.10, 00- 0609.06, 00- 0411.07 Extruded Aluminum Roll Shutters under # 00- 0609.08, 02- 0318.11 Extruded Aluminum Storm Panels under # 00- 0609.07 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 00- 0602.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01 Polycarbonate Window glazing under # 00- 0609.05 on the following job: Job Owner's Name: S - T - C--u . 1M GCA etc Job Address: /(2, NM �3 I3T FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE a 12d. F EDGE DISTANCE DECREASE SPACING BY M YIP WITH THE FACTOR BELOW EDGE DIST. 12d.3' Od 2 -1/2" 8d.'2" T 6d =1 -1/2' 5d =1 -1/4" FACTOR 1.00 .86 0.71 0.57 0.50 EXAMPLE: FOR ' GE DIST. SPACING a 12' O.C. (FROM TABLE) 2" EDGE DIST. SPACING - 12 X .71 - 8.5 0.C. /3.875 I 6063 -T6 1.000 1.000 ALUMINUM TUBE 6063 -T6 .125 TYP 3.000 2.000 2 X 2 X 1/8' . 2 X 3 X 1/8" BUILT -OUT TUBES 6063 -T6 /r CEILING MOUNT HEADER 6063 -T6 .070 2.531 .125 2.031 .125 .080 .080 2.000 .125 TYP. 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' BUILT -OUT ANGLES 6063 -T6 --{ .374 .295 .656 1.671 + -.093 1.015 F ANGLE CHANNEL 6063 -T6 TYPICAL EDGE DISTANCE IN W000 = 1 -1/4' NO REDUCTION FACTOR IS REQUIRED ANCHOR ©= 114 SMS / LAG SCREWS 1 -1/2' MIN PENETRATION INTO WOOD(S.G. -0.47) ANCHOR ®0 1/4' DIA. PANELMATE ANCHORS (ELCO- TEY.TIION) 1 -7/8' EMBEDMENT TO CONC. 1 -1/4' EMBEDMENT TO BLOCK 1 -1/2' MIN PENETRATION INTO WOOD(S.G..0.47) NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) 1 FOR INSTALLATION DETAILS SEE SHEET 2, 3 k 4.1 .901 2.000 --1 1.125 12.000 ROLL FORMED PANEL - - -2o GA_ SIEEL GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION. MANUAL' LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6. 4. PANELS SHALL BE 20 GA. ROLL FORMED STEEL ASTM A653, CR4O GALVANIZED ACCORDING TO ASTM A525. WITH A COATING DESIGNATION OF G90. 5. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDFRAI SPEC., NO Trp -645, nR BE cAl VaNIZEn, 6. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 7. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. WING NUTS SHALL BE OF ZINC ALLOY. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 FOR NEGATIVE LOAD AND THE LESSER OF 1/30 OR 2' FOR POSITIVE LOAD. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. PRODUCT RENEWED ACCEPTANCE Na O O 0 6 Ct • O EXPIRATION DATE O (V/ / C I / By )1 et PRODU NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE .036 1 -2.000� DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110. MPH WIND VELOCITY. PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. 20 GA STEEL STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED" DESIGN PRESSURE RATING = + 70 PSF - 70 PSF Engr•. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WITH TIIE SOUTH FLIRIDA BUILDING CODE DAT ► E Iq 19. BY PRODUCT CONT IL 01V.S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q7 IQ. I In J 0 C c 0 . c a 0 13 a u • v 0 ` 5 x x m • i 4 n In 0 r'1 drawing no. 96 -49 (shoot 1 of 4 AWCHO mow SPACING INCHES TO 50 PSF UPTO 70 PSF - 0 8 WOOD CONC D WOOD BLK. 12 6 6 5.8 6.8 - - 11.4 - - 8.6 F 12 10.7 12 12 8 12 ANCHOR SPACING INCHES 'T0 50 PSF UP TO 70 PSF CONC. • 1 8LK. WOOD CONC. BLK. W000 10 5.8 6.8 - 10.7 4.9 - - - 8.4 7.5 - 6.3 5.4 F 8.1 8.2 10.8 5.8 5.8 7.7 ANCHOR ANC TYPE SPACING INCHES UPTO 50 PSF UPTO 70 PSF CONC. BLK. WOOD CONC. 131X. WOOD A 10 5.8 - 10 4.3 - E - - 8.4 - - 6.3 F 10 7.8 10 9 5.8 10 ANCHOR SPACING INCHES • ' 0 50 PSF UP TO 70 PSF TYP C•7117�:# i • •• , i BLX. 1 0 0 0 E WP Mil - - - 5.6 - - 3.8 - - - E 6.4 3.5 7.7 4.6 - 5.5 ANCHOR TYPE SPACING INCHES UP TO 50 PSF UP TO 70 PSF CONC. a X. W000 CONC. BLX. WOOD A 12 5.3 - 8.9 3.8 - E - - 6.2 - - 4.4 F 7 6.5 9 5 4.7 6.5 ANCHOR TYPE SPACING INCHES UPTO 50 PSF UPTO 70 PSF CONC.' BIX. 12 I 12 CONC.' I ILK.IWOZ D F WALL MOUNTS ALUM. ANGLE 2 SECTION A -A 0 1/4-20 X 3/4' STUDS WITH WING NUT O 12 O.C. TYP. DIRECT MOUNTS 0 1/4-20 X 3/4' BOLTS WfTH WING NUT O 12' O.C. TYP. SECTION B -B ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ME BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) CLASS MIN. SEPARATION 3 1/2' TYPICAL ALL INSTALLATIONS INSIDE MOUNTS SECTION C -C 0 Y 0. ENO CLOSURE ANGLE REQD. ONLY ON BUILT -OUT CONOMON SEE DETAIL 'A' SHT. 3 X f. 1 - .1. TYPICAL ELEVATION A C PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPUCABLE ANCHORING DETAILS. FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 4 r 4 -f K L A Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK 12d (12 ANCHOR DIAMETERS) W000 0 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FAA PE 1 16557 HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINA PRODUCT RENEWED ACCEPTANCE No. 0 0 0 6o Z• 0 EXPIRATION DATE 0 By PRODU q,r • NTROL DIVISION BUILDING CODE COMPLIANCE OFI'ICE DAT 2003 APPROVED AS COMPLYING WITII THE SOUTII FLORIDA BUILDING CODE L9__1 4. PRODUCT CONTROL OIV :S•Gt1 BUILDING CODE COMPLIANCE OFfIC ACCEPTANCE NO q'7 ",21q• 1 � 2 (3 O° g O T. O a U cr • l ' O_ Q O o I U r _ a 4 44 W N 1 � 1 O �6N '3 '1 m c 0 tn 0 a c 0 c u 0 0 0 0 ,c rowing no. 96 -49 (shod 2 or 4 /WCI10R TYPE ,CONC. SPACING INCHES UPTU 50 PSF UPTO 70 PSF WOOD 10.5 BIX, WOODCONC. BIX. 6 BLK. A 3.5 - 7.5 - - E - - 5.1 - - 3.7 F 8.6 4.7 10.4 6.2 3.3 7.4 ANCHOR TYPE SPACING INCHES UPTO 50 PSF UPTO 70 PSF CONC. 12 BU(. 7.7 WOOD - CONC. 12 BIX. 6 WOOD - A E - - 11 - - 8.6 F 12 10.3 12 12 8 12 ANC ANCHOR TC SPACING INCHES UP TO 50 PSF UP TO 70 PSF CONC. BLK. W00DCONC. BLK. WOOD - A 12 10.6 - 12 7.5 E - - 12 - - 11.2 F 12 12 12 12 10.2 12 BUILT OUT CONDm0N ALL _WA L MOUNTS 1 ' 1 2 X 2 X 1/8' — 2 X 3 X 1/8' ALUM TUBES 2 X 3 X 2 X 4 X 1 2 X 5 X 1/8 ALUM. ANGLE 6063 -T6 1/4' - BOLTS W/ NUT 0 12' O.C. _ 14 X 3/4' TTXS 0 12' O.C. 0 a 3/4'• • MIN. 1/4' MAX. TYP. 0 REVERSE PANEL DETAIL. FOR EGRESS WINDOWS PRODUCT RENEWED ACCEPTANCE No. 0 0 — 0 6 02... 0 I EXPIRATION DATE 0 . / 2.003 BY PR NTROL DIVISION [WILDING CODE COMPLIANCE OFFICE .%;(3\ FND CAP BUILT —OUT CONDITION DETAIL A 2 X 2 X 1/8' ALUM ANGLE - FASTENED TO REVERSE PANEL WITH 1/4' DIA. NUT & BOLTS Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE I 16557 1 . 1/4' ANCHORS 0 24' O.C. 1 X 2 X 1/8' 2 X 2 X 1/8 2 X 3 X 1/8' ALUM. ANGLE FOR END CAP REQO. ONLY BUILT -OUT CONDm0N [ SILL ANGLE FASTENED TO PANEL ANGLE WITH 1/4" DIAL STUDS AND WING NUTS APPROVED AS COMPLYING WITII TIIE SOUTN FLORIDA BUILDING CODE ' OAT i 1.9. 19 D BY (/��// V '•� r lC 3 0 • PRODUCT CONT L OIV:S UN BUILDING .CODE COMPLIANCE OfflCE ACCEPTANCE NO.gl 6 P19•1 1 z v O° ° 0 K a. O v1 > ,M ° Dano 0 ao Vi CID 'ZS 4 W z I (5 g 0 0 6N � v N _ J Q 0 V) .> 01 1. T .n v 0 0 r-- 0 • raw ng no. 96 -49 sheet 3 of 4 ANC ANCHOR TYPE SPACING INCHES UP TO 40 PSF UP TO 70 PSF CoNC. DIY. WOOD CONC. BLK A 12 8.9 - 12 5.2 - E - - 12 - - 7.6 F 12 10.3 12 8.6 5.9 10.4 GLASS WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES ON SHEET 2 - W/ 1-1/2' MIN. PENETRATION TO EXISTING WOOD HEADER FASTENERS SEE SCHEDULES ON SHEET 2 2' X 4" CONT. W/ (3) 1/4" 0 X 5' LAC SCREWS 9 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS ScALE : 1/4• -1' FOR SHUTTER HEIGHT OF 110' MAX. DESIGN LOAD = 70.0 PSF FOR HEADER /SILL DETAILS CONNECTED TO CONTINUOUS W000 MEMBERS SEE SHEET 2 14 X 3/4" TDCS 0 12' 0.C. 1' X 4' X 1/8" CONT. ALUM TUBE — W/ (3) 1/4' 0 X 4' LAG SCREWS 0 EACH STUD W/ 2 MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE CONT. EXISTING WOOD TRUSSES O 24' O.C. MIN. 2x4 MEMBERS MIN. S.C. a 0.51 (3) 1/4' X 3' LAG SCREWS 2' MIN. PENETRATION J 1.500 HEADER CONNECTION TO WOOD TRUSSES COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT a 6 FT. MAX DESIGN LOAD a 70 PSF. 0 EACH RAFTER 1/4" PLYWOOD EXISTING SOFFIT 1/4" -20 X 1/2' BOLT W/ NUT 0 12' 0.C. FOR SHUTTER HEIGHT OF 110' MAX. DESIGN LOAD o 55 PSF FOR SHUTTER HEIGHT OF 86 MAX. DESIGN LOAD o /0 PSI- PRODUCT RENEWED AccurANcE No. 00' o 6 0 Z' O EXPIRATION DATE 0 6/, 9 f ZOd 3 B ///6 rA4 FRS ►•'■•NTROLDIVISION BUILDING CODE COMPLIANCE OPPICE 2 x 3 x 1/8" ALUM. ANGLE W/ 1/4' THRU BOLT W/ WASHER & NUT 0 6' 0.C. Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE / 16557 PRODUCT CON '01 0IV.S ON BUILDING ODE COMPLIANCE OFFICE ACCEPTANCE NO C - 07 I c l 1 tn c 0 N .> CO 0 APPROVED AS COMPLYING WITH 111E SOUTH FLORIDA BUILDING CODE DAT _ rue 15 19 BY 0 n 0 ,c o rn 0 on U .J 1n — O _ I W t, Z N aN 0 I g 7_ g < ..c O 0 J 0 0 CC in X • u 9 1 0( 2 . a 96-49 L.J 1 rowing no. (sheet 4 of 4 M. M DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladcn, Inc. 550 Ansin Boulevard Hallandale ,FL 33009 Your application for Notice of Acceptance (NOA) on Extruded Aluminum Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below'. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0411.07 EXPIRES: 02/27/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be .used in Miami -Dade County, Florida under the conditions set, • forth above. APPROVED: 09/28/2000 \\ s0450001 \pc2000 \ \templates\nouce acceptance cover page.doc Internet mail address: postmaster (g�buildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING B UILDING COD CONIPLIANCE OFFICE METRO- DADE's�FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FL Rl[D \ 33130 -1503 (303) 375 - 2901 C: X (305) 375-2908 CU•. \°TR:1cTOR I.IC : SECrIoN (305) 375.2527 F AX 1305) 375 - 25y coNTR:\C"rUlt ENFURCI:\IE.V1DI•ISIU\ (305)375-2 FAX (305) 375-29Q8 19(01)IICT' CUXTRUL DIVISION (305) 373 -2902 FAX (305) 372 -63.9 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonlinc.com Rolladen, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0411.07 09/28/2000 02 /27 /2003 1. SCOPE This revises the Notice of Acceptance, No. 00- 0128.10, which was issued on March 24, 2000. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -19, titled "Accordion Shutter Details ", prepared by A1- Farooq Corporation, dated April 25, 1996, last revision #E dated August 1, 2000, sheets 1 through 5 of 5, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Dakar, P.E.- Product Control Examiner Product Control Division 2 of 3 4 Rolladen. Inc. ACCEPTANCE No.: 00- 0411.07 APPROVED 09/28/2000 EXPIRES 02/27/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and.the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b.. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. Ma"�car, P.E.- Product Control Examiner Product Control Division 3 of 3 A 2.' 2 1.594 x - . 062 TYP 2.438 MALE LOCK SLAT '5904' 6063 -T6 1.64 6063 -T6 .560 .904 1.912 1.674 1.674 L 6063 -T6 3.188 1.938 ---1 TYP ADER 6063 -T6 3.096 1.900 SILL ADAPTER 6063 -T6 F --1.24 -.062 TYP r� 1.250 1.536 ---- S LL 6063 -T6 .174 1 2.965 r -1.406- ir--- 1.374 --1 R.218 R.268 .050 TYP 3.000 90' END SLAT 6063 -T6 2.713 501 }�-- -- 2.000 I .062 1.000 I U l-_ i I - ,775 -- RAIN -GUARD 6063 -T6 .400 - .250 -i .056 1.268 '. BOTTOM GUTT 6063 -T6 I .125- -- 1.000 • 1 - -1.750 FLOOR SHOE. 6063 -T6 1.550 2 X 2 X 1/8" - 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 6 X 1/8' 5.000 E 0 C 8 A A 0 C 0 2.000 TYPICAL ELEVATION 1 X 1 X 1/8' 1 X 2 X 1/8" 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' A IMIN ANG 6063 -T6 2.000 A IMIN M .A I -i F- -.125 T7P 3 -T6 2.569 1.500 E 2.338 .078 .535 .868 .535 1.189 -- -1.584 Fes-- -1.833 3.494 WALL MOUNT TRACK 6063 -T6 GENERAL NOTES 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING COOE 1994 EDITION FOR OADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MIN IMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR 8E GALVANIZED. 5. ANCHORS SHALL 8E AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS ANO WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L/30 FOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2" FOR POSITIVE PRESSURE. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 9. EACH UNIT SHALL HAVE A REAOILY VISIBLE OECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES BY USING ALUMINUM PLATE. DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REOUIREMENTS OF ASCE 7 -68, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. 'ROLLADEN INC.' HALLANDALE, FL. "BADE COUNTY PRODUCT CONTROL APPROVED" Engr: DR. HUNAYOUN FAR000 STRUCTURES FLA. PE ➢ 16557 A -- ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) APPROVED AS COMPLYING WITH THE SOUTH FLORID - BUI DING CODE DATE O 28 ' O0 BY 11 I Milan PROOUCT C• 'Tf;OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.O O - U Q..) I. 0-7 c 0 . 0 'C 0 -v x sheet 1 of 5 ANCHOR CHART TO USE TYPE CONC. BLOCK W000 A 6 22z — C ,3 3 — 0 6 3 — E — — 3 ANCHOR CHART TO USE TYPE CONC,BLOCK BLOCK W000 A 6 3 — C 4 3 — 0 6 4 — E - — 3 ANCHOR CHART TO USE TYPE CONC. BLOCK W000 A 4 1 — C 2 1 — 0 4 2 — E — — 2 ANCHOR TYPE CHART TO "W000 USE CONC.BLOCK A 7 4 — c 5 4 - D 7 5 - E - - 5 ANCHOR CHART TO USE TYPE CONC.BLOCK W000 A 7 3 — C 4 3 - - 4 - E 4 A Ed. 3/4 1_ I E0. E0. ANCHORS SAME AS HEADER WAIL MOUNTS I SECTION A —A 2 X 2 X 1/8' ALUM ANGLE 1/4 - 20 X 1/2' BOLTS V/ NUTS e 12' QC. 1/4 - 20 X 3/4' FLAT TOP M.S. v/ NUTS e 12' O.C. Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) W000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. MAX. SPAN -120' 1 x 2 X 1/8% _ ALUM ANGLE rir 1/4' 1 14 X 3' M.S. STAINLESS STEEL RAIN GUARD -OPTIONAL. NON-STRUCTURAL 1/2 ALT. WALL MOUNTS EOM E0. or • • ANCHORS SAME AS HEADER 1/4 -20 x 1/2' BOLTS v/ NUTS a 12' 0.C. .500 DIA. CELCON BUSHING MAx. SPAN -120' i 1 n ". � 1/4 -20 X 3/4' FLAT TOP H.S. v/ NUTS a 12' 0.C. SFCTION B —@ E FOR GENERAL NOTES ANO EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. BOTTOM CUTTER OPTIONAL NON - STRUCTURAL ANCHOR TYPE A CHART TO USE CONC BLOCK W000 5 6 2 3 3 3 INSIDF MOUNTh DIE CAST ZAHAK ROLLER HOUSING Ed- SECTION C —Q a MAX. SPAN -120" 10 X 2' SELF DRIWNG SC Co 15" 0.C. NOTE: HEADER ANO rent of US �� USED IN ALL ALTERNATE HEAOER IN UEU OF H. CAN BE USED D. HEADER. 4 ©411 11[1111111M11 TO US m woo0 SILL DETAIL COMHINAT IONS. 2 X 3 X 1/8' 2 X 4 X 1/8' - 2X5X1/8' ALUM AN BUILT —OUT CONDITION Engr. OR. HUMAYOUN FAR000 STRUCTURES FL PE / 16557 SOUTH FLORI DATE o q BY PRODUCT C 2 X 3 X 1/8' 2 x 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 0 X 1/2' BOLTS s e 12 0.c. MAX. SPAN= 120' SECTION 0 - 0 APPROVED AS COMPLYING WITH TH BUIL 2,8 !NG CODE Zo ROL DIVISION BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO. 0 - O /1 . o7 L J 1Q W 0 C W 2 V) Z O 0 0 0 0 Mr • U ZO L. — 0] 1 ZZ -ir-- W -,0^ o a -J Z 5; ct J JO ( D H c 0 N ' v n 0 } lu 0 'v 0 v C • 1 • C drowing no. 96 -19 sheet 2 of 5 r^ ANCHOR CHART To USE TYPE CONC. BLOCK W000 A 4 2 — C 2 2 — 0 4 2 — E — — 2 MIN. SEPARATION 4 -1/4' ONLY THIS CONDITION ANCHORS SAME AS HEADER WALL MOUNT TRACKS RS A.C.D • ® 12' O.C. 1 X 1 x 1/8' 1 X 22 / X X 18 2 X 3 X 1/8 2 X 4 x 1/8' 2 X 5 X 1/8' ALUM ANGLE AS REOD. AT BUILT —OUT CON y 1/2' TEKS 3/16' POP RIVETS 0 18' O.C. E ND CQNDITION AT BUILT —OUT .500 DIA. CELCON BUSHING I 14 X 3' M.S. STAINLESS STEEL MAX. SPAN =120' IONS 90• MIN. SEP 3 -1/2 EXCEPT FOR WALL LOCI( HANDLE CAN BE INSTALLED INSIDE OR OUTSIDE MOVING CORNER DETAIL # 14 S.M.S. 2/ SIDE FLOOR SHOE f10 x 3/4' HEX TEKS 0 12' O.C. L2 x2X1 /8' ALUM TUBE (6063 —T6) FIXED CORNER DETAIL 1/4' o TAPCONS 2/ CHANNEL TION ' P. NOTED UNT TRACKS 1' X 4 -1/4 X 1/8' ALUM FLAT PLATE INSIDE OR OUTSIDE UD 1/2 DIA. LOCKING RO0 SECTION E -E ANCHOR — A,C.D OR E O 12' 0.C. Cn r. OR. HUMAYOUII FAR000 STRUCTURES FLA. PE !9 16557 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X Vs' 2 X 6 X 1/8' ALUM TUBE (6063 —T6) #10 x 3/4' HEX TEKS 3 /ANGLE 1 -1/2 x 3 x 1/8' ALUM ANGLE TOP 6c BOTTOM 1/4' m TAPCONS 2/ ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILD G CODE D A T E 0 cI 1 L BUILD BY PRODUCT CQNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE- ACCEPTANCE N0. 0 0 — 0 4-f! • 07 C N c 0 u 0 0 0 ■ % e P 0 • drawing no. 96 -19 sheet 3 of 5 "Gr 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING W000 TRUSSES 0 24' O.C. MIN. 2x4 MEMBERS MIN. S.G. - 0.51 1 -1/4" COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. (3) j 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION HEADER CONNECTION TO W000 TR MAX SHUTTER HEIGHT - 123' MAX DESIGN LOAD = 62 PSF 1 -3/4 MIN. 1/4" PLYWOOD EXISTING SOFFIT ___- 1/4" THRU BOLT w/ WASHER k NUT 0 6 0.C. 1 1110 X 1' HEX HEAD SELF DRILLING SCREVS e 6' O.C. f 10 X 2" SELF ORILUNG SCR. 0 15" 0.C. 3/4' 2 x 3 x 1/8" 2 x 4 x 1/8" 2 x 5 x 1/8' ALUM. ANGLES 1' X 3 -3/4" X 1/8' CONT. ALUM W/ (3) 1/4" 0 X 4' LAC SCREWS 0 EACH STUD W/ 2 MAN PENETRATION INTO EXISTING STUD CLASS W000 HEADER REOUIRED 2 INSTALLATION D All ON EXISTING WOOD BUCKS =au ve -r MAX. SHUTTER HEIGHT = 6 FT. MAX. DESIGN LOAD = 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 EAgr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 FASTENERS _ AS PER SCHEDULES W/ 1-1/2' MIN. PENETRATION TO EX1STINC W000 HEADER 2" X.4' CONT. W/ (3) 1/4' e X 5' LAC SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS V/ NUTS a 12' O.C. FASTENERS SEE SCHEDULES ON SHEET 2 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUIL NG CODE DATE ° o f 2OO° 8Y PRODUCT CO,.TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE i40.O O — 0¢.11. J C) rn Z cr z 0 0 cc 0 0 0 ( ( 0 0 • V 5 drowing no. 96 -i9 (sheet 4 of 5 ANCHOR SPACING INCHES ANCHOR TYPE UPTO 40 PSF UP TO 70 PSF CO NC 8 OCK W000 CO NC BLOCK WOOD A 23 8 - 13 4 - C 11 7 - 6 4 - D 16 7 - 9 4 - E - - 14 - - 8 "Gr 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING W000 TRUSSES 0 24' O.C. MIN. 2x4 MEMBERS MIN. S.G. - 0.51 1 -1/4" COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. (3) j 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION HEADER CONNECTION TO W000 TR MAX SHUTTER HEIGHT - 123' MAX DESIGN LOAD = 62 PSF 1 -3/4 MIN. 1/4" PLYWOOD EXISTING SOFFIT ___- 1/4" THRU BOLT w/ WASHER k NUT 0 6 0.C. 1 1110 X 1' HEX HEAD SELF DRILLING SCREVS e 6' O.C. f 10 X 2" SELF ORILUNG SCR. 0 15" 0.C. 3/4' 2 x 3 x 1/8" 2 x 4 x 1/8" 2 x 5 x 1/8' ALUM. ANGLES 1' X 3 -3/4" X 1/8' CONT. ALUM W/ (3) 1/4" 0 X 4' LAC SCREWS 0 EACH STUD W/ 2 MAN PENETRATION INTO EXISTING STUD CLASS W000 HEADER REOUIRED 2 INSTALLATION D All ON EXISTING WOOD BUCKS =au ve -r MAX. SHUTTER HEIGHT = 6 FT. MAX. DESIGN LOAD = 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 EAgr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 FASTENERS _ AS PER SCHEDULES W/ 1-1/2' MIN. PENETRATION TO EX1STINC W000 HEADER 2" X.4' CONT. W/ (3) 1/4' e X 5' LAC SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS V/ NUTS a 12' O.C. FASTENERS SEE SCHEDULES ON SHEET 2 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUIL NG CODE DATE ° o f 2OO° 8Y PRODUCT CO,.TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE i40.O O — 0¢.11. J C) rn Z cr z 0 0 cc 0 0 0 ( ( 0 0 • V 5 drowing no. 96 -i9 (sheet 4 of 5 FASTENER SPACING IN MASONRY CHARTS ARE EASED ON TYPICAL EDGE DISTANCE = 12d. Ft! c -- - DGE DISTANCE DECREASE SPACING BY °� - G WITH THE FACTOR BELOW EDG• DIST. 12d- 3'1Od - ' -1/2 8d -2 6d =1 -1 /2" 5d =1 -1/4' FAC , ' 1.00 — ''.86 0.71 0.57 0.50 EXAMPLE: FOR 3 EDGE DIST. SPACING = 12' 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING - 12 X .71 - 8.5 0.C. ' \ , ANCHOR CHART 2 - 1 6 A A'l C CI- O \ SPACE 3 - - - \ 3 - \ \ \ \ . \ \ . \ \ \ \ . \ - Al CN]R SF AC: \ \ \ \ - I \ \ 1 \ \12' 1 . \ . \ \ \ \ ' \ \ ANCHOR CHART 3 . 0.t1. , 7 6 A A'l C CI- O OR S SPACE 3 - - - \ \ 3 \ \ \ - \ \ . \ \ \ \ \ I \ \ 1 \ \12' \ . \ \ \ \ ANCHOR CHART 4 1tlpN a o . \ ■ .... - \ c NC . 1OF SPA E . \ \ \ . \ \ 12 ` \ - \ \ \ 1- \ \ 1. . \\N_ N.. ) - Ohl Neu ANCHOR CHART 1 4.D■ L : \ . \ I \ . \ AO. [H']Fi SF'AC -I- .1..1. 4 .... .............................. \... 1161 L III REA= mil 1 ill ANCHOR CHAR T 6 - \ \ \12 LNC`.OF EPb, E . \ \ • . \ • i tt _ ANCHOR CHART 7 y ALEN 7 i iiiiiiitFI!ii 111 1111111,111111 , 1 filfral■M ISE 1 11111:11111 UMW - 19 I Mpg ill iiiiiIi o „,„ . ..... ":,.c.) LB 60 C,.C3 70 98 98 100 110 120 a- to 40 50 CP i 60 70 80 90 120 110 120 SLAT SPAN - INCHES SLAT SPAN - INCHES to F 40 50 60 70 50 90 100 110 120 SLAT SPAN - INCHES 40 58 60 70 80 90 180 110 120 SLAT SPAN - INCHES 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 4.0 50 60 70 80 98 100 110 120 SLAT SPAN - INCHES Ls) L U1 a W m to U1 2 .4 H ANCHOR 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN W000 = 1 - 1/4" NO REDUCTION FACTOR IS REQUIRED • 0 • 4 ` ▪ 1 /4' TAPCON BY ELCO. 1 -3/4" EMBEDMENT TO CON 1 -1/4" EMBEDMENT TO BLOCK R WITH ZAMAK BODY OR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR pD = 1/4" RAWL CAUL -IN, STAR 'TAMPIN OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE = 114 S.M.S. /LAG SCREWS INTO W000. (S.C.• 0.47) 1 -1 /2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT iN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DATE 0 ° l 28 2_00 BY .111W .< PRO 'UCT C i(TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 0 411. 0l V Z 01 Z O d o O0 O to U w N — m. Z > ,n 0 O a <aao O I4 tn cc) Qd ▪ E (13 CL� t N I in vh J zC•4- d W — ( n • 5 drawing no. 96 -19 i d I le 0 ....2-"6) ANCHOR CHART 1 4.D■ L : \ . \ I \ . \ AO. [H']Fi SF'AC -I- .1..1. 4 .... .............................. \... 1161 L III REA= mil 1 ill ANCHOR CHAR T 6 - \ \ \12 LNC`.OF EPb, E . \ \ • . \ • i tt _ ANCHOR CHART 7 y ALEN 7 i iiiiiiitFI!ii 111 1111111,111111 , 1 filfral■M ISE 1 11111:11111 UMW - 19 I Mpg ill iiiiiIi o „,„ . ..... ":,.c.) LB 60 C,.C3 70 98 98 100 110 120 a- to 40 50 CP i 60 70 80 90 120 110 120 SLAT SPAN - INCHES SLAT SPAN - INCHES to F 40 50 60 70 50 90 100 110 120 SLAT SPAN - INCHES 40 58 60 70 80 90 180 110 120 SLAT SPAN - INCHES 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 4.0 50 60 70 80 98 100 110 120 SLAT SPAN - INCHES Ls) L U1 a W m to U1 2 .4 H ANCHOR 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN W000 = 1 - 1/4" NO REDUCTION FACTOR IS REQUIRED • 0 • 4 ` ▪ 1 /4' TAPCON BY ELCO. 1 -3/4" EMBEDMENT TO CON 1 -1/4" EMBEDMENT TO BLOCK R WITH ZAMAK BODY OR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR pD = 1/4" RAWL CAUL -IN, STAR 'TAMPIN OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE = 114 S.M.S. /LAG SCREWS INTO W000. (S.C.• 0.47) 1 -1 /2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT iN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DATE 0 ° l 28 2_00 BY .111W .< PRO 'UCT C i(TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 0 411. 0l V Z 01 Z O d o O0 O to U w N — m. Z > ,n 0 O a <aao O I4 tn cc) Qd ▪ E (13 CL� t N I in vh J zC•4- d W — ( n • 5 drawing no. 96 -19 i d I le 0 ....2-"6) 1161 L III REA= mil 1 ill ANCHOR CHAR T 6 - \ \ \12 LNC`.OF EPb, E . \ \ • . \ • i tt _ ANCHOR CHART 7 y ALEN 7 i iiiiiiitFI!ii 111 1111111,111111 , 1 filfral■M ISE 1 11111:11111 UMW - 19 I Mpg ill iiiiiIi o „,„ . ..... ":,.c.) LB 60 C,.C3 70 98 98 100 110 120 a- to 40 50 CP i 60 70 80 90 120 110 120 SLAT SPAN - INCHES SLAT SPAN - INCHES to F 40 50 60 70 50 90 100 110 120 SLAT SPAN - INCHES 40 58 60 70 80 90 180 110 120 SLAT SPAN - INCHES 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 4.0 50 60 70 80 98 100 110 120 SLAT SPAN - INCHES Ls) L U1 a W m to U1 2 .4 H ANCHOR 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN W000 = 1 - 1/4" NO REDUCTION FACTOR IS REQUIRED • 0 • 4 ` ▪ 1 /4' TAPCON BY ELCO. 1 -3/4" EMBEDMENT TO CON 1 -1/4" EMBEDMENT TO BLOCK R WITH ZAMAK BODY OR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR pD = 1/4" RAWL CAUL -IN, STAR 'TAMPIN OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE = 114 S.M.S. /LAG SCREWS INTO W000. (S.C.• 0.47) 1 -1 /2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT iN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DATE 0 ° l 28 2_00 BY .111W .< PRO 'UCT C i(TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 0 411. 0l V Z 01 Z O d o O0 O to U w N — m. Z > ,n 0 O a <aao O I4 tn cc) Qd ▪ E (13 CL� t N I in vh J zC•4- d W — ( n • 5 drawing no. 96 -19 i d I le 0 ....2-"6) - \ \ \12 LNC`.OF EPb, E . \ \ • . \ • i tt _ ANCHOR CHART 7 y ALEN 7 i iiiiiiitFI!ii 111 1111111,111111 , 1 filfral■M ISE 1 11111:11111 UMW - 19 I Mpg ill iiiiiIi o „,„ . ..... ":,.c.) LB 60 C,.C3 70 98 98 100 110 120 a- to 40 50 CP i 60 70 80 90 120 110 120 SLAT SPAN - INCHES SLAT SPAN - INCHES to F 40 50 60 70 50 90 100 110 120 SLAT SPAN - INCHES 40 58 60 70 80 90 180 110 120 SLAT SPAN - INCHES 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 4.0 50 60 70 80 98 100 110 120 SLAT SPAN - INCHES Ls) L U1 a W m to U1 2 .4 H ANCHOR 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN W000 = 1 - 1/4" NO REDUCTION FACTOR IS REQUIRED • 0 • 4 ` ▪ 1 /4' TAPCON BY ELCO. 1 -3/4" EMBEDMENT TO CON 1 -1/4" EMBEDMENT TO BLOCK R WITH ZAMAK BODY OR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR pD = 1/4" RAWL CAUL -IN, STAR 'TAMPIN OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE = 114 S.M.S. /LAG SCREWS INTO W000. (S.C.• 0.47) 1 -1 /2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT iN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DATE 0 ° l 28 2_00 BY .111W .< PRO 'UCT C i(TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 0 411. 0l V Z 01 Z O d o O0 O to U w N — m. Z > ,n 0 O a <aao O I4 tn cc) Qd ▪ E (13 CL� t N I in vh J zC•4- d W — ( n • 5 drawing no. 96 -19 i d I le 0 ....2-"6) i iiiiiiitFI!ii 111 1111111,111111 , 1 filfral■M ISE 1 11111:11111 UMW - 19 I Mpg ill iiiiiIi o „,„ . ..... ":,.c.) LB 60 C,.C3 70 98 98 100 110 120 a- to 40 50 CP i 60 70 80 90 120 110 120 SLAT SPAN - INCHES SLAT SPAN - INCHES to F 40 50 60 70 50 90 100 110 120 SLAT SPAN - INCHES 40 58 60 70 80 90 180 110 120 SLAT SPAN - INCHES 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 4.0 50 60 70 80 98 100 110 120 SLAT SPAN - INCHES Ls) L U1 a W m to U1 2 .4 H ANCHOR 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN W000 = 1 - 1/4" NO REDUCTION FACTOR IS REQUIRED • 0 • 4 ` ▪ 1 /4' TAPCON BY ELCO. 1 -3/4" EMBEDMENT TO CON 1 -1/4" EMBEDMENT TO BLOCK R WITH ZAMAK BODY OR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR pD = 1/4" RAWL CAUL -IN, STAR 'TAMPIN OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE = 114 S.M.S. /LAG SCREWS INTO W000. (S.C.• 0.47) 1 -1 /2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT iN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DATE 0 ° l 28 2_00 BY .111W .< PRO 'UCT C i(TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 0 411. 0l V Z 01 Z O d o O0 O to U w N — m. Z > ,n 0 O a <aao O I4 tn cc) Qd ▪ E (13 CL� t N I in vh J zC•4- d W — ( n • 5 drawing no. 96 -19 i d I le 0 ....2-"6) a- to 40 50 CP i 60 70 80 90 120 110 120 SLAT SPAN - INCHES SLAT SPAN - INCHES to F 40 50 60 70 50 90 100 110 120 SLAT SPAN - INCHES 40 58 60 70 80 90 180 110 120 SLAT SPAN - INCHES 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 4.0 50 60 70 80 98 100 110 120 SLAT SPAN - INCHES Ls) L U1 a W m to U1 2 .4 H ANCHOR 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN W000 = 1 - 1/4" NO REDUCTION FACTOR IS REQUIRED • 0 • 4 ` ▪ 1 /4' TAPCON BY ELCO. 1 -3/4" EMBEDMENT TO CON 1 -1/4" EMBEDMENT TO BLOCK R WITH ZAMAK BODY OR RAWL ZAMAK NAIUN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR pD = 1/4" RAWL CAUL -IN, STAR 'TAMPIN OR EQUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR pE = 114 S.M.S. /LAG SCREWS INTO W000. (S.C.• 0.47) 1 -1 /2' MIN. PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT iN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DATE 0 ° l 28 2_00 BY .111W .< PRO 'UCT C i(TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 0 — 0 411. 0l V Z 01 Z O d o O0 O to U w N — m. Z > ,n 0 O a <aao O I4 tn cc) Qd ▪ E (13 CL� t N I in vh J zC•4- d W — ( n • 5 drawing no. 96 -19 i d I le 0 ....2-"6) UNIT NO PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE , WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY .MOTOR. & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS /QX 6 /Lz 3 5g x5 4 / •ViC x ' 14 /12..4440 '7 y!/° 1'Y ' x61 8 iik /i3*6y 97A Z /0 /VP • /' 52. ,. .. TOTAL CTOTAL OF CONTRACT $ Rear 5 A Indicate by number counter clockwise ® Omit Front DEPOSIT - 1/3 MINIMUM REQUIRED 1/3 DUE. PRIOR TO COMMENCEMENT OF ST1`CLA ION $ II LANCE TO BE PAID TO I ' LER ., $ Installation to begin in ap , oximately to weeks frcrni date of receipt of. deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. ROL -5 Special Instruction: ROLLADEN INCORPORATED CUSTOMER NAME ?.:7 , /- JOB ADDRESS jfrrieZ BILLING ADDRESS / 2 36 yuT 9 3 5r? fl-2- 33/56 TELEPHONE '•o > — 33 I 2 • / ; PROPERTY OWNER OTHER PHONE We propose to furnish and install the following: Is electrical labor for motor and switch installation by Rolladen included in this price? YE Floor of Building: I have received a copy of "Notice of Consumer Ri (Initials). OWNER OF PROPERTY? YES•❑ NO ❑ (If Na r , dwner's name and address in space provided at top of form.) Products are to be installed on the premises situated in Lot Block • Sub Division County, State of O ❑ Is high work required? YES ❑ NO ❑ the Construction Industry Recovery Fund" as required TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTAL . When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of teri per t (10 0) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1 per month on the unp- - 1 p n of the purchase 'price from the date of installation by the installer to the date of payment. owned by Purchaser and described as: Folio # CONTRACT SUBJECT 11 ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, .you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail.. This, +,notice i must .indicate that you do not want the, goods Or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or,part,of any cash down payment." EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVEREDTO, AND 2EC .T ' "'. :YA �.e WLE� :Y BUYER, 10/ 0 , 10 -1 ,/ THIS DAYOF� Z . s w ( Accepted & Approved) ^ ] (Purchaser Sign Here) ORDER NO. 42avre .3 CUSTOMER, Page of UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS / / MP 5542-7 /72r - / 2 4P t' /2-ir c? 13 1 /2kyo ' ,' 33 1 9,f. yo / s -- /YIp //OA 87 a 's-i 'OP 75 l % mp 1 A ' A 0-5" , I ...... _ et_ Gv CUSTOMER NAME 3 JOB ADDRESS BILLING ADDRESS/ 2504 /✓C 93.57 TELEPHONE ' 5d $ " 331 Z /49 PROPERTY OWNER a OTHER PHONE We propose to furnish and install the following: ROL -5 TOTAL Rear Indicate by number counter clockwise 0 Omit Front (Salesman) ROLLADIEN INCO (Accepted & Approved) C w k ef TOTAL AMOUNT OF CONTRACT "1 I UIEPOSIT - 1/3 MINIMUM REQUIRE?' 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION GLANCE TO BE PAID TO INSTALLER Installation to begin, in approximately Iry to 5 weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. Special Instruction: Is electrical labor for motor and switch installation by Rolladen included in this price? YES E NOgg Is high work required? YES ❑ NO F o wilding: . I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required (Initials). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of teri percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES j - NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products to be installed on the premises situated1VAr County, State of C owned by Purchaser and described as: Lot Block Sub Division in f � � t 3 A''‘' , Re Folio # 1 / 3 S ® 2 ) 7 U j Fe, '4-6 2.'s / �/ s 175 4 i - CONTRACT SUBJECT To. ADDRIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel!this by providing written notice to the seller in person, by telegram, or by mail This notice must_ indicate that: you do not want the goods or services and must t e delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the.seller may not keep,alt or part-of any cash down payment." EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVEREDTO, AND RBCE 'T OWLED BY BUYER, THIS DAY OF c� . ,4 . '�/�,.. : i ■ (X) .. (Purchaser Sign Here) ORDER NO. Oa , rnP cus rchaser Sign Here) $ /M3 5 Page of Shutter Schedule # Width Height Zone Product Anchor # Width Height Zone Product Anchor 1 801 WI 4 I P SI f> 11 ucl`!y 34%6_ 4 N.P S to 2 L 1 c t ' 1q 8 l ( 4 N P 12 1161.4 41 .s tie s (0 3 " 59 5 MP 13 lay vv8 4,4 . S f) (3• 4 $0 S q 6 He 14 SO uu y a4C(.0 12 5 116%/9 41 4 tie 15 116 '(ti 10 4 me 5 (P 6 116 4 'if 4 I 16 80 (y 9 6 4 K I S 1 9 7 1 � 1( ki h P 17 104 ` /i/ 3/'/ 6 ail' 510 8 l l6 Yq 7 1 9( 18 9 G CAC li tO 1 10 ``' I/A `tMt S9 y M p 1 20 Customer: Mean Roof Height: Exposure: Roof Slope: Elevation: End Zone: Criteria Data WIND CHART Design Positive Negative Int. Zone: Negative End Zone: N L (-0o16 9 Loads KPH q6 - 5 Contract #: Color: Date: /o /c1(02. oznw3g533 15 RO LLAD E N�/S,.H�UTTE RS CUSTOMER 1—�tit.i- 1AOLC— 0 PANELS TOP TRACK 1► L BOTTOM TRACK 41* I1- REMOVABLE B.O. / O. M. h O aelq A: tx.tt, 0 PANELS A: TOP TRACK BOTTOM TRACK Wit £.. REMOVABLE B.O. O.H. 5k CONTRACT if 02.11P 3q5 33 DATE ( ( COLOR (AI hI t T E CD 0 PANELS T m er e W d 1; BOTTOM TRACK REMOVABLE ye s B.O. O. M. PI I A:8 �u I), RCN 0 PANELS A :41 TOP TRACK WR I BOTTOM TRACK WA IL. REMOVABLE B.O. k.v O. H. 0 PANELS A:59 TOP TRACK WR( BOTTOM TRACK IJA L REMOVABLE B.O. O. M. )■ O O ((6' ,(4 ! PANELS A:1( TOP TRACK BOTTOM TRACK REMOVABLE B.O. 0.11. , Ln z 0 Z W 17 . D j Z J� O) Z Z - W — J O Q Z QN) J Q� OOQ N Q 2 NTS ROLLADEN SHUTTERS CUSTOMER 1 46cg ft ,N % C.. CONTRACT # Oi?.,HQ 3(15 33 DATE 10 ( L / Q 2. r COLOR CO r(l'i- O ®�t u I% to v`ly ! L PANEL DIMENSIONS ir 71 S c1 L. E PN 1 • PANELS 0 PANELS 0 PANELS A 1 I A q 341 ' f kale s./ - a TOP TRACK `L TOP IPAC.., ��. TOP TRACK wi IL BOTTOM TRACK (UA IL BOTTOM TRACK BOTTOM TRACK wA EI_ REMOVABLE REMOVABLE REMOVABLE B.O. B.O. B.O. O. H. 6' q O. H. O. H. .1 I,, ` to Q C p 'If ® n ttc el (N I 61 PANELS 0 PANELS 0 PANELS ..i...- A: A.A A.3 TOP TRACK (11) IR __ TOP TRACK (.10 TOP TRACK 14 IL fi--^ ER RTS I A , I4.. �� " S n BOTTOM TRACK BOTTOM TRACK �/ BOTTOM TRACK \/ p CI REMOVABLE G A S • REMOVABLE REMOVABLE B.O. B.O. B.O. �. O.M. O. M N . O.. 601A, 13 lQ 0 CONTRACT # 0).. K Pn5 _ BLADES BLS _ SPUT OFFSET: L R STACK: L EVEN A: TOP TRACK COA U. R 0 _ BLADES BLADES — SPUT OFFSET: 1. R STACK: L EVEN A: kW' TOP TRACK V M IL R _ BLADES BLADES _ 5PUT OFF5ET: L R STACK: L EVEN A :- TOP TRACK R BOTTOM TRACK BOTTOM TRACK GJA I&- BOTTOM TRACK WA l(, LOCK LOCK t9 V1 174 U P LOCK etvl I N vp REM REM REM B.O. I° �.... • . It B.O. 1 O. H. O. H. O. H. O 0 0 _ BLADES BIADE5 _ SPUT OFFSET: L R 5TACK: L EVEN A.-- TOP TRACK R _ BtADE5 BLADES — 5PUT OFFSET: L R STACK: L EVEN A :_ TOP TRACK R _ BLADES BLADES — SPUT OFFSET: L R STACK: L EVEN A:- TOP TRACK R. BOTTOM TRACK BOTTOM TRACK BOTTOM TRACK LOCK LOCK LOCK REM REM REM B.O. B.O. B.O. O. H. O. H. O. H. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL., 33009 WIND LOAD TABLES FOR SHUTTERS FLORIDA CODE BASIC WIND SPEED: 146 MPH. TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH • Basic Wind Speed I46mph, Importance Factor -1.0, PER FLORIDA CODE o F4 EXPOSURE "B" TRIBUTARY AREA = 10 SQ. FT. EXPOSURE "C" TRIBUTARY AREA = 10 SQ. FT. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 .5 4 &5 4 5 ( +) (-) (-) ( +) (-) (-) =1< 15 38.4 41.6 51.4 r 46.5 50.3 62.2 I 20 " " " 49.5 53.7 66.3 25 " " " 51.8 56.2 69.4 30 44 Ct 44 53.8 58.2 72 35 37.1 43.7 54 55.7 60.3 74.5 40 38.5 45.3 56 57.2 62 76.6 45 39.5 46.6 57.6 58.8 63.6 78.6 50 40.3 48.3 59.6 59.9 64.9 80.2 55 42 49.5 61.2 61.1 66.1 81.7 60 1 43.1 50.8 62.7 ( 62.2 67.4 83.3 ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL., 33009 WIND LOAD TABLES FOR SHUTTERS FLORIDA CODE BASIC WIND SPEED: 146 MPH. TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale ,FL 33009 The expense of such testing will be incurred by the manufacturer. APPROVED: 10/26/2000 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (303) 375 -2908 PRODUCr CONTROI. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 20 Ga. Steel Storm Panel under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 0602.01 EXPIRES: 06/19/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11 s0 4 50001Ipc20001 \templaceslnocice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonlinc.com Homepage: httn : / /www.buildinrcodeonline.com e Y Rolladen, Inc. ACCEPTANCE No.: 00- 0602.01 APPROVED 10/26/2000 EXPIRES 06/19/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0219.11, which was issued on June 19, 1997. It approves a 20 ga. Galvanized Steel Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 ga. Galvanized Steel Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -49, titled " Storm Panel Details ", prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated November 25, 1996, last revision #B dated May 28, 1997, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 ga. Galvanized Steel Stonn Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order 1:o properly evaluate the installation of this system. Helmy !Makar, P.E. - Product Control Examiner Product Control Division 2 of 3 Rolladen, Inc. ACCEPTANCE No.: 00- 0602.01 APPROVED EXPIRES 10/26/2000 06/19/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 1/ Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of 3