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WS-06-20Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/28/2007 Inspector: Grande, Claudio Owner: FERREIRAS, ALBERT AND KIMBERLY Job Address: 1036 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ROLLADEN INC Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -1919 Parcel Number 1132060143550 Lot: Phone: (954)454 -4220 Building Department Comments INSTALL 1 HURRICANE ROLL -UP STORM SHUTTER %I Passed 1 j j 7 r I spector Comments CREATED AS REINSPECTION FOR INSP- 53059. CREATED AS REINSPECTION FOR INSP -5009. Approved not on job for pp permit j inspection. 6/18/07 CG. 11/14/07 No acess, no one home CG.cc r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, November 27, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: X05) 795.22D/Fax-(30-W56.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Electrical Permit No. W S" 1 ° C7C:D ° 2.0 aster Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) A L - K F_R R RA 3 Phone # 335 q 5 CI " a'-1. L-1-g Owner's Address ( 03(e WE._ ci ip S City 11/11 fr M l S' RO P —.S State r L Tenant/Lessee Name Zip 3313$ Phone # Job Address (where the work is being done) 10 3C0 NE io City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name - R . . 0 „ Phone # 954- 4 5 4 - (4111+ Contractor's Address ,) 5e3 pik) >? City H A I1WoN bA L& State E1.— Zip 33o 09 Qualifier einti C o z-& J State Certificate or Registration No. C. 0i aci 6 1---1 Certificate of Competency "No. Architect/Engineer's Name (if applicable) A L ti OQ Phone # 30 5 ' X14 `810 0 $ Value of Work For this Permit Type of Work: Describe Work: ,Addition ► NST-A 1k a 9.35.0 0 ❑Alteration 1 }-1 u g.IZ \Q1 Square Footage Of Work: ❑ Repair/Replace ❑ Demolition ro, RM S`cf <XI ****************************Fees****************************** Submittal Fee $ 6 Permit Fee $ ` CCF $ (• J , CO /CC Notary $ Training/Education Fee $ CD - e.,C) Technology Fee $ 2 • `-Z• Scanning $ CR • 0 0 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ I a4 r J (Continued on opposite side) 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w11 n be approved and a reinspection fee will be charged. Signature Owner or gent The foregoing instrument was a ffciitttD'le day of /4 ,20®x°, by .ladql e me this /57-# MOENO'•••••••• •� who is personally known to mei° % it ..wr 32- .1254: As identicaitbYPt�1oth. NOTARY, UBLIC: 0.2.4Ck (94O Ak.A FOR J My Commission Expires: //-14-200 Sign: Print: Signature tractor The foregoing instrument w knowledged before me this day of 3 , 200 b who is personally known to.°m. .e` JV PP. 91355 ,�, orik LZ C o as ider t' ' o + Opu ,e )nBo nd v d thN d 8OO 1432. 25a h. NOTARY PUBLIC: „ *ant* Florida Notary Assn., Inc Sign: 0,11..e.L rJ /6022M4Z Print: ' l -14 O 0, E,Q 0 My Commission Expires: // /6 - r ************************************************************** *j * * * * *1 * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores_Florida 33138 Tel: (305 )i795. iorl V756.8972 7r,� BUILDING JA �� Permit lvo. l.--. --1— — 2. PERMIT .APPLICATION L - aster Permit NO. FBC 2001 Permit Type (circle): Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) A l...t`37r.R l k ►'bd FE_RNE.,l R.AS Phone # 33S . -15-1- )q 19 Owner's Address I CD % IJ . b T' , City M 1 A x'11 S ¢}C3RE_S State Tenant/Lessee Name zip 63138- Phone # Job Address (where the work is being done) j (;) 36, L{ E__. (147114 8T City Miami Shores Villa e Is Building Historically Designated YES Contractor's Company Name Contractor's Address 3 cQ S(,v 30 A u 1; * County Miami -Dade Zip 3313a NO Phone # City Ft. I flur)F RC ALt State r Qualifier ZiRA,) p Zip State Certificate or Registration No. E_C<0000 Co (5 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit I 6,00 Type of Work: Describe Work: Cif ddition ❑Alteratiot New Phone # Square Footage Of Work: ac. ❑ Repair/Replace ❑ Demolition ****************************Fees****************************** **** * * * * ** ** * * ** * *** * * * * * * ** Submittal Fee $ Li, Permit Fee $ /LUG ' a O CCF $ C:), bQ CO /CC Notary $ Training/Education Fee $ D . Z. 0 Technology Fee $ Z.- Scanning $ 3 - Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1 c . (C) (Continued on opposite side) 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 MIA Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th sence of such posted notice, the inspection will not be approved and a reinspe ion fee will be charged. Owner or Arent The foregoing instrument was acknowledged before me this /Sr'f day of .;/ e , 200.5" , by who is personally known to me or who has produced �(r12.t As i_ nt aiL * hhpdid,tagan oath. NOTARY UBLIC: r`o�` "'�' V im- . Q @� BpfidBd ihW R 3 It inc. My Commission Expires: ' 1- )1 -01 Sign: Print: Expires mutate ±' APPLICATION APPROVED BY: chc 05/13/03 Signature c or The foregoing instrument was knowledged before me this JS day of J o N E , 2001- , y B c!✓ `` L U ER who is personally known to me or who has produced bR( tlfr« ce..•a.••as.ide.l�tYq�}�;: d who did take an oath. MARIA MORENO NOTAR P coming 000491355 Ex9= / /1 /- . :... My Commission Expires: (—A to— Ot **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �.� Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tion, P Inspection Date: 03/13/2006 Inspector: Devaney, Michael Owner: FERREIRAS, ALBERT AND KIMBERLY Job Address: 1036 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ADVANCED ELECTRICAL SOLUTIONS INC. Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)757 -1919 Parcel Number 1132060143550 Lot: Phone: 954 - 327 -9212 Building Department Comments Friday, March 10, 2006 Page 1 of 2 Passed Inspector Comments 7,`� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 10, 2006 Page 1 of 2 • • NOTICE OF COMMENCEMENT A RECORDED COPY MUST DE POSTED ON THE MS SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NUMBER: I `^ 3e) C (I2 *' ©1 4— 55-C o STATE OF FLORIDA: COUNTY OF DADE: 111111111111111111111111111111111111111111111 CFN . 2005R0631439 OR Ek 23529 Ps 39891 Ups) RECORDED 06/30/2005 13:37:05 HARVEY RUV'Iflr CLERK OF COURT NIAHI -DADE COUHTi`r FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will he made to certain real property, and in accordance with Chapter 713, Florid Statutes. the following information is provided in this NOnCE OF COMMENCEMENT. 1. Legal description of prcrty and street address: *ass IOW)? PI ei (u. M t tetv4 1 t (4 -05& 8( 3 6 Mow stbeef sue: 2. Description of improvement in(stalll ti he shutters • p le 3. Owner(s) name and address: inamel Act �-1 v tCt M !> C -( R As faddressl 1 03(0 Pt & . ci(o srr ) • MI t Sc-�oR roc . 13/15_. Interest in property: C>6.11.... 4' 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: f/? 7. Persons within the State of Florida designated by Owner upon whom notices or otter documents may be served as provided by Section 713.12(1)(a)7., Florida Statutes. tnamel iaddrrssl 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. term _(t¢res31 9. Expiration date of this No a of Co different date is Signature of Own Print Owners Name: Sworn to and subscnb ent (the expiration date is 1 year from the date of recor unless. a r� ' r . OF FLORIDA, COUNTY OF DA E , �6o e +�iryyy:. 1 HEREBY CERTIFY that this ' t pY of Th. ;;,' >+ ---7°,,77---„, P bat Ssal. original file. , '' office on C.R. CUR11S Na ary Public - State of Florida • _MyC om,niisionExpiresApr 18,2008 la ` '/S Commission # DD294277 Bonded By National NotaryAssn. Rolladen, Inc. 550 Ansin Blvd. Hallandale, PL 33009 • • • • • • • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • •• e • • • • • • • • - • • ••• Hallandale: (954) 454 -4114 • • • • • • Dade: (305) 757 -8591 • • • • • • Broward: (954) 525 -3466 • • • • " 1 • • • o • • • Palm Beach: (561) 686-6277 • • • • • Fax (964) 454-1577 rolladen, 550 ANSIN BOULEbARD «HAkLAMIMAL6,FLOnaQA 33009 • • • •• •• Shutter Product Appfoval Militarization Form Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: Aluminum Accordion Type Shutters under # 03- 123.07, 03- 0604.03. Extruded Aluminum Roll Shutters under # 02- 0318.11, 03- 0519.02. Extruded Aluminum Storm Panels under # 03- 0527.01. 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 03- 519.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01. Polycarbonate Window glazing under # 03- 0527.02. This letter authorizes William DeVore to use any of the following: Aluminum Accordion Type Shutters under # 03- 123.07, 03- 0604.03. Extruded Aluminum Roll Shutters under # 02- 0318.11, 03- 0519.02. Extruded Aluminum Storm Panels under # 03- 0527.01. 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 03- 519.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01. Polycarbonate Window glazing under # 03- 0527.02. on the following job: Job Owner's Name: Job Address: Sincerely, At_ $ 1C l r i. R K t= t RA s 03< SUE A(0 ST • fl\ Rr ► Si-lCR 33)3R-- Hallandale: 3 )3R- Terry D. ow Vice Pr'- sident APPLIED • • • ••• • • • ••• REE,►F►CH�1►8�'� OIS 5371 N.W.181st tree •4Iaritlr 123rlda1:330J4 Phan. (305) 024 - 4800 • FIX (30S) 024.3052 • Em•1 ARLTEST®.ol.c•m • • • • •• • • • • • • • • • • ••• • • • • • • • ••• • • • • • rolladent; • •• • • • • • • • • • • • • • • ••• •• • • •• • • • • • ••• •• 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 IMPORTANT SAFETY INSTRUCTIONS WARNING - To reduce the risk of severe injury or death: L READ AND FOLLOW ALL INSTRUCTIONS. 2. Never let children operate or play with shutter controls 3. Always keep moving shutter in sight and away from people and objects until it is completely closed. NO ONE SHOULD CROSS THE PATH OF THE MOVING SHUTTER. SAVE THESE INSTRUCTIONS • Hallandale: (305) 454 -41 • Dade: (305) 757 -85 Broward: (305) 525 -34 Palm Beach: (407) 686 -62 Fax: (305) 454-15 L/N 29843 Rolladen, Inc. Issued 11/05/99 Page P -31 'mutual protection to dents. the poet a ovseiv p,e �tenIsofthis report and Its associated documents ore the sdeprope rtyoMpp8ed Research Labastories.Inc. Auhortzfon for pubfcatlon Uatem•nts. Condudons Cr "kids from or PRIMO te this report Is reserved pending out written approval. This report apples only to the standards rdenufied and to the samplers) I esled and/or sections made. et Unkss oelsrwfse spelled. Uri test andlor Inspection resuUS are not Indicative or rep, esen illve of h* quangos of the bl from *hit the sarnpii was taken or of arc'arenUy identical JmUK Polack a materiels. "APPLIED RESEARCH PA qR Td 1E §' 5371 N.W.161st StCeet IA�(pjrt�noAda 3b014 Phon• (305) 624 - 4600 • Fox (305) 024 - 3052 •End ARL1tSYVaol.com • • • • • • • • • • • • • •• • •• • • • • • • • ••• • • • • • •• '+ •• • eolliadenr • ••• i • •• • • • • • • • • • • • • • • •.. •• • • • • • • • • • • .. •• Hallandale: (305) 454 -4114 Dade: (305) 757 -8591 Broward: (305) 525 -3468 Palm Beach: (407) 686-6277 Fax: (305) 454.1577 550 ANSIN BOULEVARD • HALLANDALE. FLORIDA 33009 All motors supplied by Rolladen, Inc. must be wired as per diagram. Every motor must have a separate switch (one switch per motor). Never in paralleL Any deviation from these instructions will be done at Customer /Contractor risk and may void any warranty associated with our product. It is the sole responsibility of the Contractor, Electrical Contractor or Homeowner 'to ascertain that all codes pertaining to the wiring of shutters are completed in accordance with the code specification. It is their responsibility to complete Electrical Final Inspection prior to any Structural Final Inspections. Example: A disconnect switch may be required along with a junction box between the disconnect switch and the motor in certain areas. Rolladen snot assume any responsibility wi± regard to electrical code violations. [ WIRING INSTRUCTIONS ONE MOTOR / ONE SWITCH TYPICAL. WIRING MOTOR • GROUND . (GREEN) GROUND FROM SOURCE (CREBH) MOTOR COMMON NEUTRAL (WHITE) FROM SOURCE (VOTE) POWER soURca rat :v AC) JUNCTION . sox MOTOR MOTOR W1RIN0 COLOR COO! HOT FROM SOURCE (a LA C4) SWITCH NOT (SLAM OPERATOR! I20 PAC SSG YAC C.d. Bleat Brown I: Median Red aleck T :ONWIOn White acre 1C): Common Or ten Green (GI: Orourd WARN IN DO NOT WIRE TWO SWITCHES TO ONE OPERATOR. DO NOT WIRE TWO OR MORE MOTORS (N PARALLEL) L/N 29843 Rolladen, Inc. Issued 11/05/99 Page P -28 Al a mutual Prsesalon to dents, the puofrt and ourselves. the contents of this report and its associated documents are the sole propeny of Applied Research tjboratorlel. Inc. Authorization for puor,Cation of statements. Coesduslon, or extracts from or regarding this report is reserved pending our written approval. This upon applies only to the standards identified and to the Semple(s) tested and/or inapectlons made. Unless otherwise speed. the test and/or' inspection results are not indicative oe represenlattve of the qualities Of the tot Item wn,Ch the sample was taken or of apparently identical_ of sings. Products or matenats. --- A."'PLIED RESEARCH L B®3IATORIES ... 5371 N.W.161st Stmt oArIan , F otda U034 • Phone (305) 024.4800 • Fax (905) All -M• .mI 4RLTES,UDat.com • • ••• • • • • ••• • • • • •• • • • •• • • • • • • • ELECTRICAL;. WIANG3•P i. • .•. • .. • 115 .Volts - 60 Hertz Motors • • • • • • .. .. . S. • • • ELECTRICAL DIAGRAM OF AN OPERA; • • a.• •. ground (green) • common (white) • • direction 1 (black) direction 2 (red) • STANDARD WIRING INSTRUCTIONS: The most common way of wiring a SIMU motor is by using a double pole/double throw /center off switch. ST • (BLACK) (BLACK) (RED) ►•10. V....•.. COMMON FROM MOTOR (WHITE) • . NEUTRAL FROM POWER SOURCE (WHITE) This motor muse be tn.all.d In axwrdance with the local electrical cede. A double- pole switch with a minimum contact clearance of 3 mm must be installed or the circuit must be Isolated elsewhere. • 111 Dards low M .r-r • .r w+ • ....r w SIAM INS • .•.ea• SWIM WARNINGS DO NOT wire 2 switches to one motor, refer to the chapter "Control Systems" DO NOT wire two or more operators (parallel wiring) to one switch. Refer to the '.chapter "Control • Systems". L/N 29843 Rolladen, Inc. . Issued 11/05/99 • Page P -23 As a mutual protection to dents. ths pubic and ourselves. the contents of this report and Its associated documents are the sole property of Applied Research Laboratories, Inc. Authorization for publication of statements. conclusions or extracts from or regarding this report is reserved pending our written approval. This report apples only to the standards identified and to the sample()) tested and /or .nspectione made. Unless otherwise specified. the lest and/or inspection results see not Indicative or representative of the qualities of the lot from which the sample was taken or Of apparently identical or sirnlar products or materials. I: --= APPLIED RESEARCIR•2113DialeRIES ._. 5371 N.W.181st Street • I$iardt,3wlbrida.'334t4 Phone (305) 524 - 41100 • PM (36) l2 11$52'b *nai AMLTB!TV aol.com GENA A, pea � m • • • • . • • • • ••. • • • • • • • The Model EA048 vertical roll -up shutter units as covered by this report provide exterior window protection for residential housing. The products are electrically rated for.120 VAC, single phase, 60 Hz power. •• • ••• • • • • •• • The main shutter enclosure is constructed of 0Q iriclIAitefl il)getgrzetal. The entire enclosure, shutter, and shutter guides are painted with a coating for added protection and esthetics. The shutter slats are constructed from 6063 -T6 Aluminum Alloy, and are interlaced to give flexibility and rigidity. The bearing assembly consists of two stainless steel plates. The motor shaft slips into each bearing, and the whole assembly is mounted into the shutter enclosure. Housed within the electrical enclosure is a single, UL listed motor. Line voltage is applied to a three position switch which controls up and down movement of the shutter. The input power to the motor enters the enclosure through a single hole protected by a grommet. A cord connects the motor directly to the three position switch. Each motor supplied with the shutter has limit adjustments which control the amount of shutter dispensed form the main enclosure. All motors used within the model EA - EAB f/b 048 are thermally protected. The motor unwinds the shutter from the main enclosure, and slides on a length of guide specified by the manufacturer. When the motor reaches the limit adjustment, it halts immediately. A switch activation in the opposite direction retracts the shutter. During power outages a manual crank handle can be used to raise and lower the shutter. - Revised 05/29/01 L/N 29843 Rolladen, Inc. Issued 11/05/99 Page C -5 s a mulusiprolsetton toddents, the public and ourselves. the contents of this report and Its associated documents ere the sole propertyof Applied Research laboratories. Inc. Authorization for publication statements. conclusions or extracts from or regarding this report is reserved pending our written approval. This report applies only to the standards Identified and to the samptets, tested and/or *Radians made. Unless otherwise specified, the test and/or Inspection results are not Indicative or representative et the qualne v of th.lot from which the sample was taken Or of spear ently ■denttcat .'sitar c•od•,c's crrr'Clues. APPLIED QV RESEARCH.LLEIMINTSIVES 5371 N. VV. 18 iissShree2 . ?i1L mrPlsgidecg3014 • Phone (305) 524.4tIDi0. �.tt 9 ( 5 1. . � ... �? • bpi .. Ttr7'ebor.com 1019 - 1022 1023. 1024 1026 • 1019.1022 1023.1024 1026 120A, 304L, Stainless Plate and Brackets 18/8 Stainless Steel with S /8" Round Aluminum Handle Tube L/N 29$43 Rolladen, Inc. Revised 05/29/01 .mutuHproieCg�,,,,d, Issued 11/05/99 Page P -.19 statements, eondusbnaore �eWbic° n�leMaotthyreportandltsafaoci .tsddocuments pending are the sole property oty to t e s Research n d Laboratories. and to Authorization torprtrncsdian umfar prpeUelf a materiels. pedant, the tell and a hspeetlpr result are not Indicative or representative the i port SONS only to the standards Identified samO and a the sarn, jr tested andrar WasNaf of a+e lot from which the aampte was rah" or pt it•pirfMry iGpnlir �i UL Recognized Mctalized Polyester 1 7/8" x 2 3/4" =?-- APPLIED i • ••• • • • ••• •• •• • - • • •• •• • • • • • • • • • • • • • �• • • • • RESEARCH LABORATORRIES • • •• • 5371 N.W.161 st Street • Miami, Florida 33014 • Phone (305) 024.4500. Fax 1305) 024 - 3652 • Bmd m ARLTESTCsolco • • • • • •• • • •• • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • ••• • • • • • • , DATA PLATE •S. • • • •• ••• •• • • • • • Rolladen, Inc ' ' "' " ' 550 Ansin Blvd. - Hallandale, FL 33009 • Model # EA - EAB f/b 048 Shutter: • , Mullions Slats Tracks Hood Covers #1019- 22- 23 -24 -26 1116 -1117 1070 - 1071 032 Motor: RPM Hz Volts Watts Weight Amps in. lb 14 60 120 390 121b 3.4 ..: : 7QQ,.. -.. Note: For New Motor Wiring Must Be Done By Licensed Electrician Per All Current Codes NAME PLATE Rolladen, Inc. 120 V, 60 Hz, 038 - 048 Model # EA - EAB fib 048 L/N 29843 RoIladen, Inc. Revised 05/29/01 Issued 11/05/99 Page P -25_ s • moluat prdedUOn t• dents. Me public and ourselves, the contents of This report and its associated documents are the sole properirolApplied Research Laboratories, Inc. Authorization for pubecaoon stat•mIMS, eondustpns or *Ands from or regsrdtng this report is reserved pending our written approval. This report applies only to the standards identified and lo the sample(s) tested and/or speclons made. Unless o* en.lse specified. the Zest andfor Inspection results are not indicative or representative of the qualities Or the tot from which the sample was taken or of apparently identical slmPar products or materials. • •• • •Al • • • Customer: -f-":eizetplgs Rolladen Shutters Date: f): Contract #: ©s E 9 3776 J! Color: O g(C E 'z0I of Criteria Data Mean Roof Height: Exposure: C Roof Slope: 2 C 0 ,F Elevation: q t End Zone: WIND CHART (`x O jpptoads • • • •••• • Positive• • • • • • •'1Jitative lnt. lone • • •imotive End Zoj .• • • • • • • • •• • • 0000 • • •••• • • • • • • • ••• • • • • • • • • • Shutter Schedule # Width Zone Product Anchor # Width Height Zone Product Anchor 1 30 �Heiight l / (J 5 C►9b s I o 11 2 12 3 13 4 14 5 15 6 16 7 17 a 18 9 19 10 20 • • • • • ••• • • • • • • • • • 6k'KEt2H5 OSF193Z�6 •. •• • • •••• • •••. •••• • • • • •••• • •••• •• •••• • • • •••• • •.•• • • •••• • • • • • • •. • .. • •.•• • • • • 1— 8 s" 0-7 987), �� to .4 koao go s coo It ci.11;,, • • ••• • • ' • ••• •• •• • • • •• Si • . • • • • • •.•• • • • • • • •••' • ` • _.• • • • • . • • r • MEA ROOF ELEV. FEET OOF SLOPE > 10 DEGREE TRIBUTARY' AMA =10 SQ. FT. ZONE 46.5 50.2 62.3 49.2 51.4 53.4 55.8 65.9 68.9 ROOF SLOPE < 10 DE0 1� TRIBUTARY AREA =10 SQ r •• -tea a 1• -;.,•- -.�•• • • • • • •a y .. • T ..• 4&5 +-). 41.9 45.2 Z9NE 56.1 44.3 46.3 48.1 50.2 53.6 58.2 71.9 48.2 52.4 59.3 62 64.7 55.2 59.9 73.9 49.7 53.9 66.5 56.9 61.7 76.2 51.2 55.5 58.3 59.7 60.8 63.2 64.8 65.9 78.1 79.9 81.4 52.5 53.7 54.7 56.9 58.3 59.3 61.8 67.1 82.8 55.6 60.4 68.6 70.3 71.9 733 74.5 WIND LOAD TABLES FOR SHUTTERS APPLIED OVER COMPONENTS PER A.S.C.E. 7 -98 BASIC WIND SPEED: 146 MPH. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL. TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 a, - MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • 1Q•0 • �VB61' FLAGLER STREET, SUITE 1603 • • • • • • • • • • • • • • • MIAMI, FLORIDA 33130 -1563 • • • • • • • • • • • • •(t 5) 375 -2901 FAX (305) 375 -2908 • • •• •• • • • • • • • • • ••• • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING •• • • • •• • • ••• • • • ••• •• • •• • • • • • ••• •• • 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 MU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Roll -Up Shutter APPROVAL DOCUMENT: Drawing No. 94 -55, titled "Roll Shutters Details ", prepared by Al- Farooq Corporation Inc. dated 07/22/94, with last revision on 10/28/03, sheets 1 through 21 of 21, bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0519.02 and consists of this page, evidence page and approval document mentioned above. The submitted documentation was reviewed by Ca - + ont, P.E. 01 NOA No 03- 1110.04 Expiration Date: September 25, 2008 Approval Date: January 22, 2004 Page 1 Rolladen, Inc. • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • NOTICE OF ACCEP'T'ANCE: • S. •• • • •• •EVIDENCE•PAGE •• • • • •• ••• •• • A DRAWINGS • • 1. Drawing prepared by Al- Farooq Corpb!atien, titled'Roll lttter•r)etail, Header Mullion Details, Storm Bar Connection Details, Mullion & Box Details, Post Loading Charts, Top Support Loading Charts, Storm Bar Loading Charts & Deflection Calculation Sheet," Drawing No. 94 -55, dated 07/22/94, with revision' F' dated 10/28/03, Sheets 1 through 21 of 21, signed and sealed by H. Farooq, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201 and Cyclic Wind Pressure Test per PA 203 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -139 dated 06/0994 signed and sealed by A. Vigar, P.E. 2. Test report on Uniform Static Air Pressure Test per PA 202 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -123, 250, -297; 308 &- 328—daTa05/24/94- 05/12/94 09/16/94, 09/22/94, & 10/04/94 signed and sealed by A. Viqar, P.E. & H. M. Medina, P.E. 3. Test report on Large Missile Impact Test per PA 201 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -297i, 95 -325i & 95 -461, dated 09/16/94, 10/05/94 & 06/22/95, signed and sealed by H. M. Medina, PE. C. CALCULATIONS 1. Mullion ana anchor calculations using rational analysis dated November 3, 1994 and revised on November 12, 1994, signed and sealed by H. Farooq, P.E. 2. Mullion and anchor calculations signed and sealed by Humayoun Farooq, PE. on February 22, 1995. D. MATERIAL CERTIFICATIONS 1. Tensile Test Report No. HETI -94 -T7 prepared by Hurricane Engineering & Testing, Inc. dated 07/26/94, tested as per ASTM E8 -93, signed and sealed by A. Viqar, P.E. 2. Tensile Test Report No. HETI 94 -T36 prepared by Hurricane Engineering & Testing, Inc. dated 10/17/94, signed and sealed by H. M. Medina, P.E. 3. Mill Certification of Chemical Composition and Physical Properties prepared by The William Bonnell Co. Inc., die drawing No. Ron -68, dated 07/18/94 for Aluminum Alloy 6063 -T6. E. STATEMENTS 1. Letter of no change issued by Rolladen, Inc. on 05/22/00 signed by T. D. Low and notarized by E. M. Roldan on 06/05/00. 2. Letter of engineer in practice issued by Al- Farooq Corporation on 03/09/00, signed and sealed by H. Farooq, PE. F QUALITY ASSURANCE 1. Miami -Dade County. Building Code Compliance Office. E -1 •40 C•aldid Font, P. E. Senior Product Control Examiner NOA No 03- 1110.04 Expiration Date: September 25, 2008 Approval Date: January 22, 2004 • • ••• •• •• • • • • • • • • • • • • -• -••• • • • ••• • • •• •• r • • • • • • ••• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • ROLLADiti tFtCOIR''O1 ATED•' • • • •• ••• •• CUSTOMER NAME tC(mirEgoi 1 Fi'zia iRa4S'• • • ;IC iAISDVESS'•SAMC BILLING ADDRESS tom Al quo' r •• ' • • • • ••• •• M ti1igt swag( >FLg 3T138 TELEPHONE 7Q7- ?— t9' 14I C Ii) PROPERTY OWNER OTHER PHONE n - aqkkg CO) We propose to furnish and install the following: • UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFlLE SPECIAL INSTRUCTIONS COWIDTH �� ,�FRRAAME F•e;r' ro 1 i Q.1Sna1t11 yz_ it (0001 0 con' it1,44 t„r t-di TOTAL Rear u Indicate by number jel+4 counter clockwise AWL d 0 Omit Front Special Instruction: _i 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLERrn$. $ (0e a crA Installation to begin in approximately 7i&-- to .f r- weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. labor for and switch installation by Rolladen included in this price? YES NO ❑ Is high work required? YES ❑ NO'S' ilding: . I have received a copy of °Notice of Consumer Rights Under the Construction Industry Recovery Fund' as required (Initials). TER S 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 ten percent (10%) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1'1/2% 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 - NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) ProdAtsitrittE be installed on the premises situa - 6 Lot if 2 Block 81 Sub Division County, State of owned by Purchase and described as: AL.t 3 Folio # l 3� •(1"' orf '°343y' CONTRACT SUBJECT TO 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 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 yment." EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVEREDTO,AND ECEIPT1S HERE YACKNOWLEDGED BY BUYER, r Si THIS DAY OF L . , 20 O (X) (Sales > :) / (Pylcha Sign Here) (X (Accepted & Approved) (Purchaser Sign Here) • 1 • a a .688 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •• •• • • • o • • • • • ••• • • • • ••• .( 50 TYP.� .62 .125 • • 3 • 2.172 2.613 rd--- 2.613 RON,-68 SLAT .G90 1.074 2.812 RON -72- TRA£I'S, X000 -1 .090 2.000 ' - .100 TYP. 775 RON- 7..3®TRACK 1.734 RON -23 INSERT' • • • • 3.750 •• • .078 TYP .250 .875 RON-56 STORM BAR • 2.d ig° • •• • • . • 06Z• • :TYP • • • • • •• • • • • • • • • • • • • •_ • • .125 •• 5.859: • • • • RON -24 STORM BAR 2.750 .875 .062 TYP .250 • N • • t0 LL a� o 0V 0-' U IEJ �.. a E3 m RON -57 STORM BAR r 1.000 .125 LLo-- 1.750 -c•i FLOOR SHOE 1.000 L -o•) 1.000 .063 1 x 1 x 1/16" ALUMIN M ANGLE 1 -5/8" X 5 -5/8" 1 -5/8" X 3 -5/8" _ STIFFENER L 12 GA. GALV. STEEL CHANNEL INSERT 5.000 2.000 .125 1 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 2 X 5 X 1/8" _ 61MWUM ANGLES UMINU SLAT PERFORMANCE CHART .1\■111■■1MILNI 11•11111•■■••■111111•111•■ 111•1111201111 MAIM IMINIMILMIIIIIMMININ minummEdrarmigu Nimnammultwinume MOLIZ MUM MIME EMS MOM •EM i iuua211ua111 uauu mum ■■I■MIII\\IIIIM11111111111t11111111 -WC S S RU u•um;r 9MZ1uRMOIMOM Imuu■ Ii' IIII►IIIIIIII 01IIHH 1111•11111111•1111111011•111111111111111•1•1 1:.■111111111 MIIRM11•11111•11 11111•1111•1111 0•111111M11111•111 11111EIM IIIIN MMMEI NS Err tines RLOS 30 0 0612 IN'a /FT 3460 IN -Lair TRY Roy. It -At-44 SO 60 70 68 90 100 115 120 130 148 150 160 SHUTTER WIDTH • INCFIES t9 USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESCRIPTION 6.000 - 000 #1117 1 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 6 X 1/8" .125 TYP #1071 UMINU SLAT PERFORMANCE CHART .1\■111■■1MILNI 11•11111•■■••■111111•111•■ 111•1111201111 MAIM IMINIMILMIIIIIMMININ minummEdrarmigu Nimnammultwinume MOLIZ MUM MIME EMS MOM •EM i iuua211ua111 uauu mum ■■I■MIII\\IIIIM11111111111t11111111 -WC S S RU u•um;r 9MZ1uRMOIMOM Imuu■ Ii' IIII►IIIIIIII 01IIHH 1111•11111111•1111111011•111111111111111•1•1 1:.■111111111 MIIRM11•11111•11 11111•1111•1111 0•111111M11111•111 11111EIM IIIIN MMMEI NS Err tines RLOS 30 0 0612 IN'a /FT 3460 IN -Lair TRY Roy. It -At-44 SO 60 70 68 90 100 115 120 130 148 150 160 SHUTTER WIDTH • INCFIES t9 USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESCRIPTION PART # SLAT RON -68 #1117 TRACK RON -72 #1071 TRACK RON -73 #1070 1x2x1/8" TUBE #1019 2x2x1 /B" TUBE #1022 2x3x1/8" TUBE #1024 2x4x1/8" TUBE #1023 2x6x1/8" TUBE #1026 1x1x1/16" ANGLE #1031 1x2x1/8" ANGLE #1029 2x2x1/8" ANGLE #1051 2x3x1/8" ANGLE #5012 2x4x1/8" ANGLE #5013 2x5x1/8" ANGLE #5014 1x1- 3/4X1/8" CHANNEL #1058 RON -24 STORM BAR #1047 RON -57 STORM BAR #1043 RON -56 STORM BAR #1044 RON -23 ALUM INSERT #1046 BOX DIMENSIONS SHUTTER HT. HOOD HT. 48" 8" 73" 9" 95" 10" 119" 11" 148" 12" 181" 13" 216" 14" TYPICAL ELEVATION RON- 8 SLAT FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. SLAT DEFLECTION AT 10 P F LOAD 30 40 50 bO 70 B0 90 100 116 120 130 148 1a0 160 SHUTTER WIDTH - INCHES GENERAL NOTES. 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. 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. OR AS NOTED. • 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 BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 8. DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L /30 OR 2 ". FOR MULLIONS MAX DEFLECTION < L/180. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 10 A 33% INCREASE iN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHOR SPACING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF' ASCE 7 -98. INDEX OF DRAWING SHEET NO. DESCRIPTION 1 EXTRUSIONS DETAILS, NOTES. SLAT GRAPHS 2 Err. _ 1 6.2612 IN'4 /FT rxrRUCE3 8L.UnZNU1 SLAT 3 ANCHOR GRAPHS 4 ummewawamlumi MULTIPLE SPAN INSTALLATION DETAIL 5 � fl� ww _ ∎� STORM BAR ANCHOR DETAILS 7 MULLION & BOX ANCHOR DETAILS 8 THRU 13 POST (MULLION) LOADING CHARTS 4LD9TCRv Rev 11.11 -9j 15 TOP SUPPORT LOADING CHARTS 16 THRU 20 sommra■misommemi.som 21 CALC. SHEET FOR OVERALL DEFLECTION r I I ; I -, o -Siwwiwr1•awi_iswiwsw I wws•A wlwwiwi lawwiiwwwstwiwlwwwr,I iMMEMMFa iw<wwlllrwwMw wlii irniilw wiwwliw/ iwliwIMEIM w<wwiwwwwiwJlii1001wi /iw w1Alliwwi /twEMBINI wwwwwiwiiwli>•asi /I wi wwiira4iwrw4#4atwwiwwwiisiwrw wwlwwINNILIMiww ww>SwiwwwwwwiaR>• MIININININIIIIIMINEINENIIIIMM10001111101110011=111111011M1 M•00•0111 --iwwwii-- --- wi -"iwii w1100www1W/wwwMIrwwwww110rwwwwNMIL/A0 wimmlanimmommaNallommumataim i iwii∎iwil•wwliwwMIwl•iilwlii•wt• Iaiww'iiwwlwiww1•110 •viii_ =wtwww wlww /I•wwwlwiwwwwiwww /�>twwwww :+ NINCwwwi wIllMIwwrtiwwiwiwwwwww0NIP iiwiiwIIIIIwwwwwwwwr0MI iaIMEwwww iwlwllwiwwrwwwwwwr/ wwwwlwwi� w rr4lNINI'iMIIIt iw4Aw>aww00 iIIII wwwwww/ M ■ wwwwiwlwi!ti -.�Sr iwlV /NNiM wiwfiwww+'i!:M wwwwIMP�-r�wwi EMM = iI• arniiiw:•IT:FIOiwlwiwi S. S- .i1•ISwItIw•...- 3i.cai-iiwwww�s inumesnumemon /. au malwwr•.. 30 40 50 bO 70 B0 90 100 116 120 130 148 1a0 160 SHUTTER WIDTH - INCHES GENERAL NOTES. 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. 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. OR AS NOTED. • 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 BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 8. DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L /30 OR 2 ". FOR MULLIONS MAX DEFLECTION < L/180. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 10 A 33% INCREASE iN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHOR SPACING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF' ASCE 7 -98. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES, ETC.) PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNiT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: #1117 EXTRUDED ALUMINUM ROLLING SHUTTER "DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLADEN, INC. Engr: DR. KU14AYOU.N rAROOD STRUCTURES FLA PE rp 16557 C.A.N. 3535 OCT 2 S 2003 PRODUCT REVISED i- .. ^'"1":t •lh the Florida :0 - \O.0' hi;eint Dade Product Control art sr ( RollShutter Deto C 0 0 oO IX <M_ w U 'n Z O a0 O Li- 00 Lij tai QZ Z -s n J.10 J co tttl 1 C 0 U N 47 V I n N UPDATED FOR FBC & NOS 07 REV. PER BCCO COMMENTS 0 B 2 h ti ci o - O W c I 1 o_ a so drawing no. 94 -55 `sheet 1 of 21) INDEX OF DRAWING SHEET NO. DESCRIPTION 1 EXTRUSIONS DETAILS, NOTES. SLAT GRAPHS 2 SINGLE SPAN DETAILS 3 ANCHOR GRAPHS 4 MULTIPLE SPAN INSTALLATION DETAIL 5 HEADER /MULLION CONNECTION DETAILS 6 STORM BAR ANCHOR DETAILS 7 MULLION & BOX ANCHOR DETAILS 8 THRU 13 POST (MULLION) LOADING CHARTS 14 & 15 TOP SUPPORT LOADING CHARTS 16 THRU 20 STORM BAR LOADING CHARTS 21 CALC. SHEET FOR OVERALL DEFLECTION ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES, ETC.) PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNiT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: #1117 EXTRUDED ALUMINUM ROLLING SHUTTER "DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLADEN, INC. Engr: DR. KU14AYOU.N rAROOD STRUCTURES FLA PE rp 16557 C.A.N. 3535 OCT 2 S 2003 PRODUCT REVISED i- .. ^'"1":t •lh the Florida :0 - \O.0' hi;eint Dade Product Control art sr ( RollShutter Deto C 0 0 oO IX <M_ w U 'n Z O a0 O Li- 00 Lij tai QZ Z -s n J.10 J co tttl 1 C 0 U N 47 V I n N UPDATED FOR FBC & NOS 07 REV. PER BCCO COMMENTS 0 B 2 h ti ci o - O W c I 1 o_ a so drawing no. 94 -55 `sheet 1 of 21) 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • #8x1" TEKS & WASHER @ 18" O.C. • • • • ••• • • • • • 460 • • • • • • • • • • • • • • • •• ••• •• 1x1x1 /16" ANGLE ALTERNATE SILL • NO BOTTOM TRACK 1x2x1/8" TUBE @ TOP 11" LONG RON -72 TRACK CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL • • • •• • • •• • • • • • • • • • 00* • • 1/4x1 -1/2" PIN GRIPS 16' O.C. GLASS SEE ELEVATION 3" MIN FOR 64" SPAN 3 -7/16" MIN FOR 86" SPAN ^p1' 11 j 11 II I I I II I II 11 I I U 9..."— 1/8" STAINLESS STEEL BRACKET W/ ADJ. PLATE 11 11 !Ii REEL RON -68 SLATS ANCHOR TYPE CHART TO USE CONC. BLOCK W000 A 4 1 — B 2 — — C 2 1 - 0 4 - -, E - - 3 F - 1 - I1) tl II - JJ ! 11 1 RON -72 TRACK J� CONTINUOUS Jj 0 II (2) #14x3/4" SMS 0j II .41 I I .11 II I I JJ SEE SCHEDULE RON -72 BOTTOM TRACK OPTIONAL ELEVATION SINGLE SPAN TRACK ON WALL 1x2x1/8' TUBE 11" LONG 2x2x1/4" CLIP ANGLE 2" LONG x1/ #8x1" TEKS & WASHER ® 18" O.C. ANGLE 1x1x1/16" ANGLE RON -73 TRACK 1x1x1/16" ANGLE #14x3/4" SMS ® 12" O.C. --""4-°. 2x4x1/8" CLOSURE ANGLE 1/4x1 -1/2" NAIL PINS ®8" O.C. ANCHOR TYPE CHART TO SE CONC 5 BLOCK WOOD A 71111©00 2 D iiE 1 —1 /4" -�--1 2x5x1/8" ANGLE 2x2x1/8" 2x3x1/8" 2x4x1/8" �I I CONTINUOUS II I 1 LL•� - J�•/� -R If t1 I I 11 11 Ir BRACKET I1 I. 2x5x1/8" BOTTOM ANGLE v,( / //// I 1 2x2x1/4" CLIP ANGLE 2" LONG y— #14x3/4" SMS 0 12" O.C. @ O.C. UPTO 100 PSF 6" ® 6" Q.C. UPTO 220 PSF 'N 2x 2x 4" CLIP ANGLE 1/ W #14x3/4" SM r 11 11 F� �1 1� L I I-J-I r -I RON -73 TRACK Ii 2x2x1/8" TUBE 0 TOP 11' LONG 11 I I (2) #14x3/4" SMS U II SINGLE SPAN WITH BUILT OUT Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) 2x2x1/4" CLIP ANGLE 2 LONG 2 PER "ENTER TUBE MULLION 1 PER ..AMB MULLION (2) 1/4" Oa TAPCONS I -1/4" EASED -� #6x1/2" SMS @ 12" O.C. 2x5x1/ 8" ANGLE @ IMPACT SIDE #8x0" TEKS & WASHER @ 13" O.C. MULLION SEE GRAPH 1 *Ix1 /i6' ANGLE BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE CF OPENING OR OUTSIDE. RON -73 TRACK 2x2x1/8" TUBE 2x3x1/8" 2x4x1/8" 2x6x1/8" CONT (3) 1/4x2 -3/8" TAPCONS INTO CONC. (4) # 14x1 -1/2" SMS INTO WOOD TUBE MULLION SEE GRAP H G SS 3" MIN FOR 64" SPAN 3 -7/16" MIN OR 86" SPAN RON -68 SLATS I BRACKET FLOOR SHOE � I4 (2) #142/3/4" SMS RON -73 TRACK J • 1' REEL -u SINGLE SPAN SPLIT• SHUTTER W/ MULLION Engl.: OR. HUMMYQUN FAR000 STRUCTURES FLA. PE # 16557 CA.N. 35.36 OCT 2 9 2003 ; ROOUCr REVISED el ,`'1 wkh hC latch 7.0 ' tt • • 4 M • /baud 11, D'tsdan 2 x1 Z 4 ,• I O 0 wl E4 0 N 42 2 R; G °I O a "j al x C4 L O U O Z w 1 u Q v o o1 7 N ui 42 O N! 0`nI Gwo I azNaw. -4 Li. -g�I 'v a) o O acre 0 —J In Z 0 °0 cc i Lai C>L0F, .I Z —1 _1 0 In 0 CC 1(1 I V C ••• C 0 .In C 0 a U N a U ci U 2 a x • n 0 n ^ ym m a o 0 O N' N N 1f m 4 O N N O O O O- CU 0 W V rodnct Control drawing no. 94 -55 �St1eet 2 of 213 • • •• •• • • • • • • • 5- s ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • •_•_• • • • • •_•_• 0a" is N t9 N 15 20 25 33 f35 40 TRIBUTARY WIDTH - INCH ANCHOR CHART 4 RLowirso 11111 EINE M HflR „-tia..■`. ..1111,.,'.-11■ .•..`.■`. 1.2 L5 20 25 33 35 TRIBUTARY WIDTH - INCHES 40 • •• • • • • • •• • • • • • • • • • • S. •• • • • • • •• •• csi VI rL� N Ln g -J 2 t9 LZ .-. M .w In w G 0` ANCHOR CHART 2 RLORtr•12 s „■■■__■ MIME .4 • i LB 1.5 20 25 32 35 TRIBUTARY WIDTH INCHES "_ " -- CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY M TIPLYING WITH THE FACTOR BELOW LOG = 2- 1/2 "8d =2" ANCHOR CHART 1 RLbRSrulr • • • • •• • • • ANCHOR CHART 31 0.86 -1 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" O.C. (FROM CHART) • • • • • • • ••• • • r • • • • • • • • • • ••• • • iliiiL 1 • • • • • •• s • • ► • NOR SP MINN NI II3 • • • • • • • ROM MI ILI 51 el. II IIKIIIIII EMI 3" ►MI iNM ` ,`,,,R_.`'■ • ISSINSIIIIMEM IMEINENIME III 6' ANCHOP. 5PACIN 15 20 25 33 f35 40 TRIBUTARY WIDTH - INCH ANCHOR CHART 4 RLowirso 11111 EINE M HflR „-tia..■`. ..1111,.,'.-11■ .•..`.■`. 1.2 L5 20 25 33 35 TRIBUTARY WIDTH - INCHES 40 • •• • • • • • •• • • • • • • • • • • S. •• • • • • • •• •• csi VI rL� N Ln g -J 2 t9 LZ .-. M .w In w G 0` ANCHOR CHART 2 RLORtr•12 s „■■■__■ MIME .4 • i LB 1.5 20 25 32 35 TRIBUTARY WIDTH INCHES "_ " -- 40 - - -__— —1 ANCHOR CHART 5 nromus I.,..,...,I.,., ..,, ,., 4414 4144 1444 1184 4444 LB L5 20 25 38 36 40 TRIBUTARY WIDTH - INCHES I.5 20 25 32 36 TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL ANCHORS ANCHOR AO = 1/4” TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO 40 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY M TIPLYING WITH THE FACTOR BELOW LOG = 2- 1/2 "8d =2" 6d =1 -1/2" ANCHOR CHART 31 0.86 -1 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. RLORSrU3 iliiiL s ► ■eEE NOR SP MINN NI II3 MIME NMI 1113 NMI ROM MI ILI 51 el. II IIKIIIIII EMI \MIIIMIii ►MI iNM ` ,`,,,R_.`'■ ISSINSIIIIMEM IMEINENIME III 40 - - -__— —1 ANCHOR CHART 5 nromus I.,..,...,I.,., ..,, ,., 4414 4144 1444 1184 4444 LB L5 20 25 38 36 40 TRIBUTARY WIDTH - INCHES I.5 20 25 32 36 TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL ANCHORS ANCHOR AO = 1/4” TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO 40 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY M TIPLYING WITH THE FACTOR BELOW LOG = 2- 1/2 "8d =2" 6d =1 -1/2" 5d= 1 -1/4" FACTOR 1 1.U0 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. ANCHOR -LEAD INTO CONCRETE TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED 1 -1/2" EMBEDMENT. ANCHOR 0 = 1 /4" x 1-1/4" METAL HIT ANCHORS (W/ ZAMAC BODY) 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ®= 1/4" RAWL CALK -IN, STAR 'TAMPIN' OR EOUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR QE - 1/4" DIA. LAG SCREWS INTO WOOD. 1 -1 /2" MIN. (S.G.= 0.55) ANCHOR OF - 1 /4" X 1 -1 /2" PIN GRIP 1/2" WIN. EMBEDMENT TO CONCRETE OR BLOCK. TRIBUTARY WIDTH — SW 2 X ( jj OF SPANS) EMBEDMENT Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 C.A.N. 3533 Pt to131S2'P REVISED c ..,:.1!rwi11:ileFlorida 1 Th sd` ^ Product Cvt;Lx L;it; =ia� P as a, s O ce rn c 0 < wCI) U _, Z CO n I uj Z Q Z Z �og0 O r-1 c 0 > a, o. U u y c 1 u o a U N 4 d 0 0 • ri m C 102.02.951 T.H. 0 I07.02.95t T.H. E 104.25.031 T.H. a S 0 m 0 I- a vs drowing no. t 94--55 'sheet 3 of 21) • • • ••• • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • J • • • • • • • ••• #8x1" TEKS & WASHER CO 18" O.C. HOOD HEIGHT VARIES 8" TO 14" • • • • • • • • • • • • I- RON -68 SLAT • - NdtCH:ANGLE r.n • • • • • • •.. • • ••• • • 0000 • • •• • • REEL • •• • • CONTINUE MULLION AS REQUIRED. •• ••• •• • • «•2 X•1 8" • • •Cc TINUOU3 ANGLE • • ••• • • 2x4x1/8" CLIP ANGLE 2x6x1/8" TUBE HEADER 2x3x1/8" 2x4x1/8" (2) #14 SMS 2x2x1/8" ANGLE 2" LONG RON -73 TRACK B 1/4 "x2 -3/8° TAPCON 8" O.C. SHUTTER HEIGHT MULLION HEIGHT CLIP ANGLE ® MULLION W/ #14x3/4 SMS 2x4xI/8" ANGLE 2x3x1/8" 2x2x1/8" 1x2x1/8" POST --204x 1/8" MULLION (1023) IXIX1 /8° ANGLE A ANCHORS SEE SHEET 2 MULTIPLE SPAN SECTION FOR MULLION ANCHOR SEE DETAIL 2x5x1 /B" ANGLE 2x2x1/8" TUBE SEE SCHEDULE 1/4" 0 FASTENERS ALU 2 TU/8. BE X LOAD CAPACITY FOR FASTENER SYSTEM HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION FASTENER A A E X CONC. BLOCK WOOD 12.75 560 185 470 10.75 552 182 463 8.75 540 179 453 6.75 524 173 439 HEADER TUBE CONNECT HEADER TO TUBE W/ 1/2" ALUM THRU BOLT RACK HEAD R RUCTURE CO CTION N 2x2x1/8" CLIP ANGLE # 14 X 3/4" S.M S. ® 12" O.C. UPTO 100 PSF .130 6" O.C. UPTO 220 PSF RON -68 SLATS ANCHORS MULTIPLE SPAN PLAN HEADER NOT SHOWN OMt 0 CONNECTION TO WALL SEE DETAIL 4 1 X ALUM2TUBBE /8" TRACK Sw ADDITIONAL CAPACITY OF DIRECT FASTENER STRUCTURE! FASTENER EMBED P1 3 /8 "0KWIK BOLT • 2 -1/2' 1720 CONC. 1 1 /2 "5KWIK BOLT 3 -1/2" 2839 5 /8 "0KWIK BOLT 4" 3800 1/4" SLEEVE ANCHOR 1 -1/8" 266 BLOCK 15/16" SLEEVE ANCHOR 1 -1/4" 447 !3/8" SLEEVE ANCHOR 1 -1/2` 626 WOOD 1/4" DIA. LAG SCREWS! 1 -1/2" 520 DIRECT HEADER CONNECTION TO STRUCTURE REACTION = R = 4 x sn X Sw x Pd USE DIRECT CONNECTION AND /OR TUBE EXTENSION CAPACITY CHART TO DETERMINE ALLOWABLE CAPACITY. FOR COMBINATION OF' DIRECT ANCHOR AND TUBE EXTENSION USE THE TOTAL CAPACITY AS THE SUM OF THE TWO TYPES MULLION STORM BAR NO. OF FASTENERS IN WOOD ON EACH SIDE LOAD ON STORM BAR ANCHOR MAY BE CALCULATED AS. # REQD. = 273 X 2 _t_ 4' 7varnNS 1 -1/4" EMBED 0 8 O.C. 2 X 5 X 1/8" ANGLE (2) # 14 X 3/4" S.M.S. /// 2 X 2 X "�' ALUM ANGLE 4" LONG INTO CONC. 12" LONG INTO BLOCK 8" LONG INTO WOOD USE LARGER ANGLE LENGTH TO MAINTAIN MIN 50 SPACING (2) 1/4" TAPCONS OR (2) # 14 S.M.S. TO BUILT -OUT ANGLE FLOOR SHOE BOTTOM MULLION CONNECTION TO BUILT -OUT STORM BAR CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REOD. EACH SIDE STORM BARS FASTENERS CONC. WOOD RON24 RON 24 &23 RON 57 A,D 2 4 E - 6 RON 56 2 X 2 X 1/8" 2 X 3 X 1/8" A. D 2 - E - 6 2 X 4 X 1/B" A,D 2 - E - 6 2 X 4 X 1 /8" W/ STIFFENER A. 0 3 - E - 7 2 X 6 X 1/8" A 0 3 - E - 9 2 X 6 X 1 /8" W/ STIFFENER A. D 4 - E - 11 E SEE SCHEDULE # 14 S.M.S. 2/ ANGLE BUILT -OUT ANGLES 2 X 4 X 1/8" 9 -1/2" LONG (2) # 14 S M S . 2 X 4 X 1/8" ALUM TUBE 2 X •4 X 1/8" ALUM ANGLES 9 -1/2" LONG STORM BAR BOTTOM CONNECTION VIEW "A -A" Engr. DR. HUMt.YOUN FMRC,OQ STRUCT.IRES FLA. PE # 1b557 C.A.N. 3538 OCT 2 9 2003 PROt jc'f' £...... " F1-!!15.41 :03- %o.o4- :rttiCSf �� LiY.Slai O U Z Z w -J J 0 C] 0 C) < W Ol tn LAS Z-Jt! Z0 r...„ Q�� J O In I v W "1 Hi 8 to 0 F, .0 i 2 O v 0 0 P 0 0 0 M 0 Pd 0 m 1 N N 0 x m 0 VI 1 n_ .0 a G I' drawing no. 1 rcAttct Car.?nii; 94-55 meet 4 of 21) C ) • • Sh • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • •.• • • • •• • • • • • • • • . ••• - - • • • • • • • • • • • • REACTION (Re) REACTION (Rc) END MULLION •• • • • • ••r •i • • • • • • • • • ••• • • • • •• • • • • HEADER • • •• • • • • • ••• •• CENTER MULLION •1 Swl Sw2 DESIGN LOAD = Pd = Sh Sw1 Sw2 PSF HEADER CONNECTION TO CENTER MULLION RC — Sh (Sw1 + Sw2) Pd 4 Rc = 4. HEADER CONNECTION TO END MULLION Re — Sh (Sw1 OR Sw2) Pd 4 Re — 4 FOR Re /Rc< 3000 lbs USE CONNECTION DETAIL Re /Rc< 3721 lbs USE CONNECTION DETAIL ® Re /Rc< 4442 lbs USE CONNECTION DETAIL ALL DIMENSIONS SHOWN Sh. Sw. Sw1 ETC. ARE IN FEET. MULLION TUBE AS RECD. MIN 1/8" THICK HEADER TUBE AS REOD. MIN 1/8" THICK A 7x111• �1' r10MTITI1lThl'1'11111111'I171'1'i3i11l• 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TUBE AS READ. MIN 1/8" THICK O MULLION TUBE AS REOD. MIN 1/8" THICK 1/2" UT ALUM BOLT LOCK WASHER ALT. OA (2) # 14 X 3/4" EACH S.M.S. CO LEG 2 X 2 X 1/4" ALUM ANGLE (6063 —T6) 2" LONG T IMP( PIP( tl ITN177711111111111777 HEADER TUBE AS RECD. MIN 1/8" THICK (2) MULLION TUBE AS READ. MIN 1/8" THICK 1 14 X 3/4" S.M.S. , ® EACH LEG/ r / r if11 l ' fF 2 X 2 x 1/4" ALUM ANGLE (6063 —TB) 2" LONG 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER (2) # 14 X 3/4" S.M.S. - ® EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 —T6) 2" LONG ACCESS HOLE HEADER TUBE AS READ. MIN 1/8" THICK MULLION TUBE AS REOD. MIN 1/8" THICK qEPlhiitli'ffli tlE4111771'1T11i717i (2) 1i 14 X 3/4" S.M.S. EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 —T6) 2" LONG 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TUBE AS RECD. MIN 1/8" THICK ALT.® — MULLION TUBE AS REOC. MIN 1/8" THICK 1/2 NUT 0 ALUM BOLT LOCK WASHER I ACCESS HOLE / L HEADER TUBE AS REOD. MIN 1/8" THICK HEADER /MULLION CONNECTION DETAILS Engr. H- ALT. ®C DR. HL.MAYOUN FAR000. STRUCTURES FLA. PE 5 16557 C A.N. 3538 OCT 2 9 2003 MULLION TUBE AS REDO. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE PRODUCT REVISED is t-or . t.;!..,n rib 1«^ Fku Ida F.c . • • ::? i - 1 • o' rodeo: Coetrd z U Z UI o ° aQ C] C o n V z ' oo O g Q a m v 4 to• 03ON 44 Li g ' z ' 5 in a0N <-j x C ' a :0 J FQ- LU Q Z 0 J W 17 W C in C O N rn N 0 z I 2 X 2 A 0 U 9 .0 i V 0 0 m a N e - O w O 0 e O 0 ei 0 0 m U O W 4 8 I drawing no. 194 -55 !sheet 5 of 21) iu/fi • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • Sw • • • • • . • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • HEADER • •• ••• •• 2 • ; :LIB lfly,�'LE •CONNEe ION • GN R E• FASTENER SIDE %TaRM `BAR` SI`LE» ` • I a S.M.S. RON -24 BASE MATERIAL RON -24 &23 ALUM ANGLE 2 X 2 X ,1 /8" RON -57 1 RON -56 2 2 X 2 X 1/8" 347 2 X 4 X 1/ 8" WOOD 2 X 6 X 1/8" 347 2 X 6 X 1/8" 3 W/ STIFFENER 271 STORM BAR f 14 S.M.S. CONT. ALUM ANGLE ® WALL ALT. HEADER TUBE BETWEEN MULLIONS SEE DETAIL TRACK CLIP ANGLE/4" ® EACH SIDE W/ >>F 14 S.M.S. BUILT-OUT 4 X /8 G1E5 9 -1/2" LONG STORM BAR WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH (IN.) Ii ANCHORS /SIDE ANCHOR TYPE BASE MATERIAL ALUM ANGLE 2 X 2 X 1/4" ALUM ANGLE 2 X 2 X ,1 /8" 2 1 D CONC. 876 347 E WOOD 650 347 F BLOCK 271 271 3 2 0 CONC. 1227 520 E WOOD 1300 520 F BLOCK 380 380 4 2 D CONC. 1753 693 E WOOD 1300 693 F BLOCK 543 543 5 3 0 CONC. 1972 866 E WOOD 1960 866 F BLOCK 610 610 LOAD ON STORM BAR ANCHOR = P - Sw • Sb X Pd X FACTOR 2 • ( OF SPANS) STORM BAR TRACK 1 X 1 X 1/8 "- ALIIM -ANGLE CONTINUOUS SEE SCHEDULE SEE MULLION ANCHOR DETAIL vic SEE SCHEDULE 14 X 3/4" S.M.S. I Ir//- CHANNEL OR x 2x 1 /8" ANGLE I_ 1 I -SEE SCHEDULE I 3/16` POP RIVETS -' 2 X 5 X 1/8" CONT. ALUM ANGLE 6063 -T6 (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) !i 14 X 3/4" S.M.S. EACH SIDE OUTSIDE STORM BAR INSIDE STORM BAR TO WALL BUILT —OUT ANCHOR DETAIL ANCHOR DETAIL IF P > CAPACITY OF FASTENERS SHOWN, ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. FACTOR = 1.25 FOR 2. SPANS = 1.10 FOR 3 SPANS Sb = STORM BAR HEIGHT ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN FEET. HEADER TRACK r 2X 2X 1/8" CLIP ANGLE TO CEILING EACH SIDE CHANNEL OR 1x2x1/8" ANGLE Iry 2 X 2 X 1/8 "X2" ALUM CLIP ANGLE W/ (4) ij 14 S.M.S. TOP & BOTTOM MULLION (CONTINUOUS) (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) # 14 X 3/4" S.M.S. EACH SIOE SEE MULLION ANCHOR DETAIL INSIDE /OUTSIDE STORM BAR MULLION TO FLOOR ANCHOR DETAIL Engr: OR. HUMAYOUN FAROCQ STRUCTURES FL,A, PE fi 16557 C.A.N. 3538 J C T 2 9 2003 PRODUCT REVISED astar,I7rtn with the Fod Buhl: 2 C .dirt:_. • .: .... ' •a It 7L•l, EV zu,"I J ItJ• -�F� -j In J W z O I- 0 I.i.I z z 0 0 ce 0 0 I— In 03 1 LLi N ") LIJ cr 0 m C 0 fN V z C a y IV z I 0, 0 a S s W A tt 2 .0 d 0 a N 0 lV h 0 0 0 I N a a m U 0 W r 110.2803 0 D .0 drawing no. 94 -55 1 pheet 6 of 21) Sheet 7 of 21) • • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • CLIP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE f MULLION SIZE ii 14 SMS 2 X 2 X 1/8" 2 X 3 X 1/8" 12 X 4 X 1/8" 2 12 X 4 X 1/8" j W/ STIFFENER 4 2 X 6 X 1/8" 5 2 X 6 W/ STIFFENER 6 MULLION TUBE AS REOD. MIN 1/8" THICK ••• • V i • •• •• • • • • S. C eq. • • • r • • • • r • • • p • - •• p • • WALL CONNECTION TOTAL LOAD ON MULLION P = Sh X Sw Pd = 4 P _ Sh X Sw Pd 2 LOAD AT ANCHOR AT TOP = Pt = Lbs Lbs P•Sb Sh " " irULL.ON WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH (IN.) # ANCHOR BASE CAPACITY OF 2e 2 X 2J, VCNORS /SIDE TYPE MATERIAL CONNECTION • 626 • • • • 3 • D CONC. 2529 • • • • • • • E WOOD 1950 • • • F BLOCK 814 8.75 4 0 CONC. 3505 •• ••• •• E WOOD 2600 • • • • • F BLOCK 1085 • •1. 25 • 5 0 CONC. 4381 • • ••• • • E WOOD 3250 F BLOCK 1356 13.75 6 0 CONC. 5258 E WOOD 3900 F BLOCK 1628 SAME AS ABOVE Sh (END MULLION) (CENTER MULLION) Lbs AT BOTTOM = Pb = P — Pt = Lbs CENTER MULLION END MULLION �SW LSw� IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. Sb SEE TABLE BELOW SEE SCHEDULE MULLION TUBE AS REDO. MIN 1/8" THICK SEE TABLE BELOW O 0 a SLAB CONNECTION MULLION CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REM). EACH SIDE MULLION SIZE FASTENER TYPE TOP BOTTOM CONC. WOOD CONC. WOOD 2 X 2 X 1/8" 2 X 3 X 1/8 A 1 B 3 2 C 2 E 3 2 2 X 4 X 1/8" A 2 2 B 6 4 C 3 2 E 6 4 ANCHOR DESCRIPTION ANCHOR ®= 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR B®= #14 S.M.S. W/ RAWL SCRU —LEAD INTO CONCRETE 1 -1/2' EMBEDMENT ANCHOR O= 1/4" x 1 -1/4" HILT! METAL HIT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4" RAWL CALK —IN, TOTAL ANCHOR BODY INTO CONC. ANCHOR 0= 1/4' DIA. LAG SCREWS INTO WOOD, 1 -1/2" MIN. EMBEDMENT ANCHOR O = 1/4" X 1-1/2' PIN GRIP 1/2" MIN. EMBEDMENT TO CONCRETE OR BLOCK NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) 2 X 4 X 1/8" W/ STIFFENER 1/2" 0 KWIK BOLT 1 1 2 X 6 X 1/8" 2 X 6 X 1/8" W/ STIFFENER 1/2' 0 KWIK BOLT 2 1 ALL DIMENSIONS SHOWN Sh, Sw. Sb ETC. ARE IN FEET. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 OCT 2 9 2003 PRODUCT RVIASEE+ • ii Florida Eud:. /" . - • .,o t1n Bask. ' re duct Control Dis is.oc x' r �� z �a U � tri Lot .41 O ° oisl E v 2 o ,n P4 1, Oa- O <n • Cb'z >wl °o co Nj trt Q' J 131 G4 w t` O ' to J W 0 x O on z 0 J ti C 0 '5 a) 0 a N qo ci SHEET 3 REVISED CC a x x ai a •0 0 C m N m' v 0 107.02.95 0 N r 1 10.20.03 (scale: 1/2- = 1- a U wing no. 94 -55 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • 000 • • • Cu x 2 POST - SINGLE' SP'ANg • E riri .... E 1 MAX . DEAL. SPAN /l lfl 11■1 IE. mum , ■ 111151111111111111 ■MN ■■ \n .. . rd MI1 6' ati we EN —4---...„ maziescan . illitir EHT . ''' EN 11111...— 11111110. ELI II 1`gt_ 1111111E• NM 9 .''1�11111 Ili SSW= 111 EN e4 =.�. —+. RP2X2CE3 MAX, DEFL, 5PAN /180 t,.. .,.... h ., ...r .... .... .... ... .... .... 90 100 1121 120 134 1421 150 16 aid 40 50 60 70 8Q MODULE WIDTH - IN. - SINGLE 5PAN5 POST END POST ---- -r m CU $ U) a_ MODULE WIDTH -#- MODULE WIDTH SINGLE SPANS x 2 END POST - SINGLE SPANS $ N RP2X2E01 MAX. DEFL. SPAN /160 ad 40 50 60 70 am MODULE WIDTH - IN. - SINGLE 5PAN5 . • • • • • • • • •.--1 •.• • • • • • • • • • • • • ••• x 2 POST - TWO SPANS •• •• •• •• • • • • ••- • •• • • •.• STORM BARS luuIuIiiuII � manirmsig 60 70 BY1 90 100 1121 120 130 MODULE WIDTH - IN. - TWO 5PAN5 POST STORM BARS END POST m CU U? a.. W'i tn a ta CO 022 o� Q N MODULE WIDTH MODULE WIDTH-- - TWO SPANS 2 x 2 END POST - TWO SPANS IuuIIii___I . ..-,411■.■•■. ..-■,.■..�'� Iu1Ii1.___I mumezuriramingamm tosumacam ..'ere''. .''• ,1.'.._-- 111111111111M 31111124.111. RF2X2E02 MAX, DEFL. SPAN /160 bet 721 821 90 MODULE WIDTH - IN - 110 TWO 120 SPANS 130 U) a. 2 x 2 POST - THREE SPANS riri -4 ill hm._- m 4 0, —4---...„ . illitir EHT . ''' EN 11111...— ,,, . II 1`gt_ 9 .''1�11111 4 U m �1t.'12`t e4 =.�. —+. RP2X2CE3 MAX, DEFL, 5PAN /180 t,.. .,.... h ., ...r .... .... .... ... .... .... 90 100 1121 120 134 1421 150 16 M000LE WIDTH - IN. - THREE 5PAN5 STORM BARS r_ Cu '—1 J POST STORM BARS END POST L MODULE WIDTH THREE SPANS 2 x 2 END POST - THREE SPANS RPZX2ED3 MAX. DEFL. SPAN/ISO SI-UT rEP HT . a_ 0 N itg Lb Cu itionwfa ■■:.Maw misizoskiN 90 100 110 120 134 140 150 160 MODULE WIDTH - IN. - THREE SPANS PRODUCT REVISED es t:t ^7"3ZRg with the Florida Euit` 4 Ii Muni Dade Product Control Division Engr DR. HUMAYDUV FAR000 STRUCTURES FLA. PE S 15557 G.A.N. .3538 .00T 2 9 2003 z U Z o U .4o as o 0c Z W�rMj o 5<< tif cc rZ4 U) Z Z .- 2 H POST LOADING CHAR IS Q O O QO •wtM')rn () to ZpD m L- 03 I LJ Z J h i�Zt�h z _ j .J to 0 cc) =� C in 0 N a g{4 N la g A .o x m 0 D 0 .0 8 1 11.12.94 C 102.02.95 0 107.02.95 L 10.28.03 n a C drawing no 94 -55 sheet 8 of 21) • • • ••• • • • •!• •• •• • • • •• •• • • • • • • • • • • • • • • 000 • • • x 3 POST - SINGLE BP•AMS• • • CV ME■MI■INNU■■NAo1■os Immaiumonmzeasrets alirnaliinitiMORMi 1„ ■ ■1011■ •■■—■ ■NIC.w'ii1=1•17 ■R IlinaINPRMANIMPOMMEMUNO m�3i�irii►!�li ■�� ig7.111■AMaignrnia0S !MISEUB►mmS.m ■■ ■ ■fir °i�s :""•• I - - - -- 172X30EI MAX. °EFL. SPAN /180 awl 4Pf 5fd 61d 7fd 81� MODULE WIDTH - IN. - SINGLE SPANS SINGLE SPANS x 3 END POST - SINGLE SPANS RP2X3EO1 MAX, DEFL. 5PAN /180 3fd 4P! 52f 67i 773 8� MODULE WIDTH - IN. - SINGLE SPANS • • • • • • • • • • •m ••• • 411 • tU• • • • • • $ ••• • •• • • •.• STORM BARS x 3 POST - TWO SPANS maammumaimmaim -'■■■■`mm■-m■■ ■-umtedl■■■" ■■'mummgmm■■ ■■ ■■■EMMWMOMM ■■■ 1♦■ ■ ■ \11111111■■ ■IM►MI■ illaMMENN■■ ■■MIND ■■`EMMMMI ■■ ■ ■■ MIMIKINiiMMIIMMUMU MNIMMUM■■■■■■W■ ■MMEMM■!M■■■■M■ fictIMMUMMINNUMMENUME WIMMOMMENZWIMIIMM mommmammammmam -`5M w M_M!•-= :W- ■ ■■ ■rim �!��a•i?r� 1■■■■■ RP2X30E2 MAX, DEFL, SPAN /180 bef 7YS Be 90 aOA 110 12Pf •i MODULE WIDTH - IN. - TWO SPANS POST STORM BARS END POST MODULE WIDTH MODULE WIDTH TWO SPANS m N r- 3 END POST - TWO SPANS r4 RP2X3ED2 MAX. DEFL, 5PAN/180 be 72i BO 90 1fit 11(d 12g 13Ri MODULE WIDTH - IN. - TWO 51" AN5 N x 3 POST - THREE SPANS !•UMMOM ■U■■ ■■ ■0 \411■ ■`. ■ ■ ■■ ■■■ ■■ `■ ■ ■111011■ ■ ■ ■ ■■ ■■■fin■ ■iaIM■ ■■ ■ ■ ■ ■UM■ ■■mall■■ 1731M11■ ■>•911111• ■1•\MII ■�!� ■ ■ ■ ■��. ■ - ■� ■■■■M■■■■IEi." ■ ■■ \M:11 ■■ ■rim ■ ■■ ■ ■■ MIN �i51111■ ■ ■MI NIM■■ ■ \1111111■ ■ ■1-1I2.111■ ■ ■■ "!C ■■1'1�MI■■■■EVAILV i■■■■E■■ ■ ■■ ■ ■■■ RFEX30E3 MAX, DEFL, 5PAN /180 914 LEM 1.1.121 120 132i 140 1511 16fd MODULE WIDTH - IN. - THREE SPANS STORM BARS m tV f9 a- U POST '' STORM BARS END POST MODULE WIDTH THREE SPANS 2 x 3 END POST - THREE SPANS O ■■■■■NU■■■ -■ Oii■■■■UM■■ ■ ■ RF2X3ED3 MAX, DEFL. SPAN/180 MODULE WIDTH PRODUCT REVISED 6S conrxy' ^ itas the Florida • 1 . . -Q3,11 0 • By, semi a Product Control Division E.gr• DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. .3538 91if 12f Pi 110 1214 13E1 1416 15Pf 160 MODULE WIDTH - IN. - THREE SPANS nr.T 9, 9 9ffi1 POST LOADING CHARTS 1ALFAROOQ CORPORATION '/y • • ROLLADEN INC. i ENGINEERS, PLANNERS & PRODUCT DESIGN a' fn 550 ANSIN BOULEVARD 1235 SW 87 AVE MIAMI, FLORIDA 33174 HALLANDALE, FL. 33009 TEL. (305) 264 -8100 FAX. (305) 262 -6978 (305) 757 - 8591 --- ___._._._��_...__._ ...- ROLLUP 94- 551t1�� r I U N a N ti a U) u i z i C o�` •o a'so VLC • CI m m O 0 U N S O a a 0 W O a ✓ scale: 1/2' 1' • 0 U ( drawing no. 194-55 sheet 9 of 21) x 4 POST - SINGL • • ••• • • • ••• •• •• • • • f• •• • • • • • •4 • • • • • • • • • • • • • • • • • • • S iiiiiiii lei RIMiMii \!51l MINal ■ii■11iiV1il3•0111 i■11i1■1 iii=ii i\\1M1 \ii►�iiif1111 iiM11111111■d■ll i \i \i11111'ii11111 iMIiiEE1i■ii 7s-rilii iiM►'`�111101 iii∎ C.i�MirMIi nM 1iiii1=1 •RF2X4CE1 MAX. DEPL. 5PAN /180 • • • • 0 • • • •• • 3el 42f 725 8� MODULE WIDTH - IN. - SINGLE SPANS POST END POST MODULE WIDTH - � MODULE WIDTH -- 0.1 SINGLE SPANS x 4 ENO POST - SINGLE SPANS iNNIMMUHMEEM r11 111111 L1i ►'11i 1101i ■•■iii ikNOMERIMINIMINN =MI 110111111111111011•1111110291,1 iiiCli•_�i�ii\ i>•MO ea {•__MI ii ®01 ∎ 67iii1.■11116 i1M11111iiMICAMI _■i1110=!11111111111111 I Mr. RFZX4E01 MAX. DEFL. WAN /180 3ef 42i 5� e J 71� 8Q1 MODULE WIDTH - IN. - 5INGLE SPANS • • •' • • • • • ••0 • G• • • ••• s1 4 POST - TWO SPANS ..1111.'1M1-1111..- i►Ii MENVIE ►��iii 11111111M11111111110 IMAM 1111i1112111111ii11111■11111iii1111M WOMMINEMMINZSUIMEM MI`OMMEMAN S{- UT Ii IA0111.1 _i\__1.0�ii�!�i ■11111M1111110SI SWAM= i111'tt �!111111i11111ll111�.111111111111M ii11111t•ISa :MIZILII!I 1iMEM RP2X40E2 MAX. OEFL, 5PAN /180 b2 7fd WI 90 I 11¢1 1221 Lad MODULE WIDTH - IN_ - TWO SPANS STORM BARS POST STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS 4 ENO POST - TWO SPANS RF2X4E02 MAX. DEFL, 5PAN /180 62 7 E a t 9fd 1Q121 112 12g L30 MODULE WIDTH - IN_ - TWO SPANS x 4 POST - THREE SPANS RPZX4CE3 MAX. DEFL. 5PAN /180 g La 1l2! 120 13f7 140 15g 16¢1 MODULE WIDTH - IN. - THREE SPANS STORM BARS N n. ri 1 MODULE WIDTH STORM BARS J J THREE SPANS 4 END POST - THREE SPANS a- ■ ■111r011111111111ebr. 1111■111111111111\1111111111111111111■1__ 24111111111MMINIMMIIIIIIN 1111111\ ®111111M1111_i -lam \_ \Ea- 111i ∎1111___ 111111111111601.111111111111911 i011111` iIDNIIIIIMIi sM 1111111111■11•11 MEM NM RP2X4ED3 MAX. DEFL. 5PAN /180 END POST MODULE WIDTH ---] 9 Pf l g(i1 1121 1221 1321 1425 15g 16g MODULE WIDTH - IN. - THREE SPANS os c: - •; i ' : {: the Soridh Aoc^ %• .. . . a 10. • 4 •114:lL]' "iami + roduct Control Division Engr: t)R. HUMAYOUN FARO= STRUCTURES FLA. PE 1 15557 C.A.N. 3538 OCT 2 9 2003 - • *APING HA'T*1 c c 0 y `J 0 a c N 0 0 1 1 W - 0 0 W too Cm u a N 0 . N 0 2 N O z 2 2 N 0 W V, a rJ drawing no. 94-55 (sheet 10 of 21 • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • Iv 2 x 4 POST WITH STIFFENER - SINGLE SPANS INIMUMMUMintetal Min11101111111111111Mkni . 11■11•1111M1111111•111M Mks. _____—Mean NEMEMMEMEMINSESIiitial MIMEMMINIMMEMENN MINENIMIUMMIMEION INIMMIIMMUNSMNISM '•-_'------ 1111•111111111MINI -RP2X4SFi MAX. DEFL. SPAN /109 own 321 40 521 821 721 821 MODULE WIDTH - IN. - SINGLE SPANS MODULE WIDTH MODULE WIDTH _.J SINGLE SPANS 2 x 4 END POST - SINGLE SPANS WITH STIFFENER m _,--,M21111111,- N INI■1111111101111111•11111L.a94 -.,--MI--_ a. J ° �_�. tj ^ "1111101!P!!IM PlIII■ '52 10111.101111.11111KM1 LO • r■11111111■111111111■, • 011_Sii-1■--_._ _ I. `� illing111111imma 1111111 RP2X4E51 MAX. DEFL. SPAN /100 40 521 b21 76d 821 MODULE WIDTH - IN. - SINGLE SPANS • • • • • •••.• ••• • • • •cw • • • • • • El •• ••• • • • at • • • • •• • • • • NO • • • •••0••.a e STORM BARS r x 4 POST WITH STIFFENER - TWO SPANS .NUM...Nin.5\ 11.111111111111111., .- \•.- ■..-111111■- .-■■...`.. ihnimuirammmimmi mInIMENEMENiim ■11...\!1..116 \, 1111►.111..\ !M... `r1111:11111:151111111=M111111112 4 RP2X43F2 MAX. DEFL. SPAN /180 blf 721 B2i 910 10z1 1121 120 13th MODULE WIDTH - IN. - TWO SPANS POST ---- STORM BARS END POST MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 4 END POST - TWO SPANS WITH STIFFENER RP2X4ES2 MAX. DEFL. SPAN /180 21 721 U z, 121d 1171 1221 1321 MODULE WIDTH - IN. - TWO SPANS 2 x 4 POST WITH STIFFENER - THREE SPANS s INNIMIHMIUMMUSGEIEN ...0.•....MO. .....MMI..■�� INOUNIUMEM ..' 31....1111•1•111. .....allatiiga!M■ ifiliZAHMEMMENIMMIEN "...`: g.NAMI II lin RP2X4SF3 MAX, DEFL. SPAN/180 2f 1021 110 12 i 142 150 180 MODULE WIDTH - IN. - THREE SPANS STORM BARS 0 u MODULE WIDTH STORM BARS C J THREE SPANS 2 x 4 END POST - THREE SPANS WITH STIFFENER NE RP2X4ES3 MAX. DEFL. 5PAN /100 END POST I MODULE WIDTH ----] 91i1 i 2! 110 1221 13P1 1471 1521 1.821 MODULE WIDTH - IN. - THREE SPANS PRODUCT REVISED 89 comnlah::g wakth the Florida B.Cf°? 03 -1110. 4 >c•R �y .. a S`r• ad Dade Product Conttvl Dh1slac Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 OCT 2 9 2003 z L' t 7 ttD Z 1 0c N H U r' 0 t7 0 • o a � Oct r O -j O � O Q'i vi 0. cot! w��,°a s cd to N c f%1 C 0 N 0 o o M M Z LL Z w z4 0zo Z wag n 0 0t`nni� rn tn co 1 n tf1 N 1 N v v 2 .0 0cm date: 07 -22 -94 c) drawing no. 1 94 -55 (sheet 1 1 of 21 • • •0• •. •. • • • • • • • • • •0. • • • •. . • • • • • • • •0• • • • • • • • • 6 POST - SINGLE SPANS RP2X60Ci MAX. DEFL. 5PAN /189 •• • • • • • • 3d 4g 50 649 70 etd MODULE WIDTH - IN. - SINGLE SPA N5 POST END POST —tea Is Cil RI MODULE WIDTH — , — MODULE WIDTH —mot SINGLE SPANS 2 x 6 END POST - SINGLE SPAN 84� RF2X6EF1 MAX. DEFL. 5PAN /189 421 547 11 60 70 8th MODULE WIDTH - IN. - 5INCLE SPANS • •. • . • • • . • • 0416 • • • • •, • � ...• • W nt r- a. 1-4 Wm 0 51 STORM BARS r_ 6 POST - TWO SPANS MAX. CEFL. 5PAN /189 641 7d at 949 At 1149 120 1347 MODULE WIDTH - IN. - TWO SPANS e STORM BARS ENO POST --' ...iiL MODULE WIDTH MODULE WIDTH TWO SPANS !V rri 6 END POST - TWO SPANS ■ •, ■■■■E, ■■ ■ ■■ ,■■ ■ ■111M-31 31■■1111■s1111■■11� - \11111■ ■ 1MITIi ■ ■ ■h. ■, ■ ■ ■.. ■ ■ ■ ■1111111■ ■■ , ■ ■ ■11111111■ ■■ 10.111111111111011111.11111110.1111 ■ • ■ ■ ■0 ■ ■ ■._ ■'.uli__tianaraw a. - ■ ► \ ■ \1113 ■■ ∎■ - 011111111■ ■■+RM■_ ■i i1 � ■1111 i51.1I1112510.1■ 51•\`�� ce` =i RPZX6EF2 MAX. DEFL, 5PAN /189 641 70 Be 949 1478 1145 12g L30 MODULE WIDTH - IN. - TWO 5PAN5 CU x 6 POST - THREE SPANS RP2XbDCD MAX. DEFL. 5PAN /180 1110 MDDULE 1■ 110 122i 13P7 WIDTH - IN . - 14(6 THREE 15g 5PAN5 1616 MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS .. 1■■■■11i II!iIIIK■ I!UIIiLi . ■■ ■'__tan. .67.3.1mtim .-1116'.PERNIII •Y ii. �?• RP2XbEPS MAX. DEFL. 5PAN /189 MODULE WIDTH 92( L21 d 114! 120 1311 1447 1511 1641 MODULE WIDTH - IN. - THREE 5PAN5 0' 0 col t0 • N M d1 p z N) O aal� o 00 Ca vl cif o N l ec J LL/ Z 5 K1 W *-2I- •AIING ) PRODUCT REvts i as cam !t :r f. tit; c 'fled Engr. DR. NUMAYOUN FARCOO STRUCTURES FLA. PE +5557 C.A.N. .3538 OCT 2 9 2003 NO 6,41 . iami Dar.-z Precinct CLntrc c N u N 0 O N W i 41 0 U N O 0 O O 0 N 0 c U 0 W Po o�V drawing no. 94 -55 (sheet 12 of 21) sheet 13 of 21) m ru a. U""1 to ts a. La cc, tnis ig 1 t51 n1 ist a- tst E z� om tst r• Lf! ru • • 00• • • • 4100 •• •• • • • 0• •• • • • • • • • • • • • • • • • •041 • • • • • • • • • • • x b POST WITH STIFFENER - SINGLE SPANS • • RP2X65F1 MAX, DEFL. SPAN /180 311 42f 50 60 70 ell MODULE WIDTH - IN. - SINGLE SPANS POST END POST -- MODULE WIDTH + MODULE WIDTH SINGLE SPANS 2 x 6 END POST - SINGLE SPANS WITH STIFFENER RP2XbE51 MAX. DEFL, SPAN /180 3g 4g .. 60... 72) Std MODULE WIDTH - IN. - SINGLE SPANS • • • •. IN • • • • • 4141. 4 • .. • • U, taJ a- H tst MI SW •.. x 6 POST WITH STIFFENER - TWO SPANS ............ IiIiiIIiE-i1 ,-...-ma..u' mnmmummmommil MMEMEMOMMORNIM MMIIIMMMIMMEMMM WIIIROMMIMOUMN MMOIMMMOMMIEMM .....M`.Wi ...E.r- ...MMMMUM.'. MMCNIIIMMMMMON MIIIMMOMMMMOMM MONMMEMMOYMMEM REAMMMMUMMMEN MMOMEMOMEMMO RP2X6SF2 MAX. DEFL. SPAN /180 bg 70 Bg 90 1 g 110 12g 13g MODULE WIDTH - IN. - TWO SPANS MODULE WIDTH END POST MODULE WIDTH TWO SPANS 2 x 6 ENO POST - TWO SPANS WITH STIFFENER ..■,■■MMM,MM■ MILMIN . Min ,ini MEMEMEMEMEMEM INIMMUMMOIMMOMM UMOMMEMEMMEMM ,.■, ■■„■■"■ 110...` ...`.E.M- ,■,.■,M■■,'■■ .`■„■E,■■■O' MMEMM`W ■„■■M „II'■, N ■, •. ■M MMEMESUMMUCEM RP2X5ES2 —1MEIN `E MAX. DEFL, SPAN /180 I.....,..I......I.... 4141., 4141. 4141.. 4141 6 tt! 7¢1 de 40 14S,d i i 1 Zg Lath MODULE WIOTH - IN - TWO SPANS m N x 6 POST WITH STIFFENER - THREE SPANS ,.M..M..I.OU.M M` M.....I.ENNE MMOMMMEMMMEMMO '-■`....`.■..M WSIMMISMIIMEMMEMM EMMEMMMWMMMOMM MEMOMMMENUNIMMO MOMEMMMEMOMMEM MIIIMMOMMWOMMEMM MMEMINMMIMMSMNIII MISMOMMINFIMMEMMO ..mimm..!a.ommm malsomplummmomm s•■ fI..mir 74 _iii: E RP2X6SF3 MAX. DEFL. SPAN /180 '92( 1gg 11rd 12g 13d 140 15g 150 MODULE WIDTH - IN. - THREE SPANS MODULE W OTH STORM BARS 0 THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER ■,■.,■■iri"■i,■r��■ ' I-,■.atgri..\� X.ii ii. ■ ■ \■1111110■1111111►11111111■ MINERMIIMMIZEMS ammirmonnammummi smoirmalammumwa MAX. DEFL, SPAN /180 END POST- I MODULE WIDTH ---] 9i1 Lgd 1.1.0 1214 13Zi 14¢.i 15g 150 MODULE WIDTH - IN. - THREE SPANS PRODUCT REVISED as co1splAzg with the Florida Dufdlo7Coee Accer. :: t'.L03 IUD „ee.Aii4 AL tot L a t Loatroi Division 84• Env: OR. HUMAYOUN r4RCOO STRUCTURES FLA. PE # 16557 C.A.N. 3538 OCT 2 9 2003 L. JJI `faft>v z x. J zLI o 0 N g N da tYo °I Cd ▪ 41 U ' n z PI o z4J� Cr 5«Q°° I. O 0. 03 CC N 4141 0 4 W &1 a J d w=g0 Ix` J POST LOADING CHARTS O ct Q M • --J Zo�°D Q] L 1 .J UZ1�Qi7 CI LP Q Z Z < O�Q C 0 2 N 0 0 i C a in a) W so .o z a) O V a. O C dl 2 n 0 U C W ti 4. O ( drawing no 94--55 i dv/41- 0 °7m a -4 rn H Dap 0 El Cu Cu • • 0110 • • • ••• •• •. • • • S. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • 2 x 3 TOP SUPPORT - TWO.'$PASIS j.2: X 3 'OP fi11PPORT - TWO SPANS ■MMUMM■ ■w■■211182 ■MMEMM■■■■■MICm U\■ EMMUM■■■■W!1 INIMUMMEMEM ■UMM UMIIMMUMMEMMEWM `",■„M■, ■■■■■UM EMMILIf ■ ■OI■■■■E■ ' O •UMMIME ■ ■■w ,,,■,■,■■,U■■■■ MMaIN �!!�!fR!!� EMIEM■w■ MIU■"■'.■.,.■■ MO UMOMM.■■,.■ `MMIRMI■,.■■" MMOIMMWOMMINNEMM „OM","'■,'■ WWWMMCMMEUSSOMM MNSMONMVAINENNE WERMSNIEMMMNIZWIM milmMUMMOftMEAISM I■■■■■oiia== RSR2X3 -2 • • 0x21 .. . • : OEM.. AT• 10 I•sr • 60 70 uPl 90 10A 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 60 70 80 90 100 110 I20 130 SHUTTER WIDTH - IN. - TWO SPANS Ip 2 x 4 TOP SUPPORT - TWO SPANS ru �RSP2x4 -2 N ,",■.■.■■,IN■■■ riIMr�IIIH ■1111■■■ '13 11111111M11111111111111111.111111 cru in ■'1111,,.'■, ■■■, W Ig 1,11■.11■■■, ■■ ■, iL H ,■NRIM,■,■■, ■w 11116is 131 „1111", ■, ■ ■, ",a, ■",Mall■ MEMEWNENNEMEM 6fd 70 e0 90 10A 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. 2 X 3 TOP SUPPORT - T4IREE SPANS RgR2X3 -3 90 100 11112E 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS 2 X 3 TOP SUPPORT - THREE SPANS -1 is • a9 90 100 110 120 130 140 150 150 SHUTTER WIDTH - IN. - THREE SPANS DEWS X3-3 DEFL. AT 18 PSF IA 2 X 4 TOP SUPPORT - T4IREE SPANS N 1402X4 -3 , 01111113111i11 II■M■s31■■■•■ imilMn ■■im ■ ■ ■■ ..■.■■■.■■■■ L1 ■,■■,■■■,.1■■ a �► am !nom ummo■■ ■■111, ■1131■ ■'M1 zg ca. 110111 , M\ \■ ■001 ■fie. ki °' MENMENIENIKT11110.1 ta W1■1112\:1\2 \► ■. \nl►NSN3► \ \1\1116, ■ ■'rams_, `,`I. 30 100 1.1.0 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE 5PAN5 ENO POST-. ID 2 X 4 TOP SUPPDRT - TWO SPANS t : 08442X4 -2 :°EFL. AT 10 PST HEI- J 60 70 Be 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS STORM BARS ( I PRODUCT REVISED ENO POST en complying with the Floes Balding Accept:I:t No 83 - 4 Exi;:ratsa Miami Dade F::a 3 =t ""(: ronli ip 2 X 4 TOP SUPPORT - TiIREE SPANS POST 0 W I� V1 1 kO i[ allil S TOP SUPPORT ORM BAR L N T . • • TWO SPANS STORM BARS W POST • D91 X4 -3 am. AT LB PSF • if L00 110 120 130 140 150 160 5I-SUTTER WIDTH - IN. - THREE SPANS TORM BAR LENGTH q 1 11 TOP SUPPORT 0 N THREE SPAN$ N I- W -J cc cc 0 N a B rn 0 co aQ M O J . u) -J Z J CC Lt 1C - O Z w a oN0,i ZQn EL 0 a) , I- IY ri W In .o t n W zz W 2 rn o 0 O e N 0 drawing no. 94 -55 sheet 14 of 21 N/� • N ' N ru is N a. .D ui -I LtjUI zl tai, W " O 2 x 6 TOP SUPPORT • • •.. • • • •.• .• •. • • • • •• • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • TWO .TWO ogRANt MEMUMMEMMIMEIBE MUUMMUMSWERUMW MWWWWWIROMMOUNI MINIMMOMMOMMOd W■\►fWWMO■ENMEM ► ► EMMINIMMM"•IMM WEISMINIVINIMUMM MMMOM,NO ■,■,■■ MMUMM,E�U�,,■I■,■ ■'ENWI■„""■ MINIONMENOMMOM ■■.M,,,N■„■,■ ■■■ENN■M■■■►■E ■■■■IIM IX,■,NS EMEMMEMMENSISME ■■■M■■■RWO►M`S I■ ■■■■►5,.NE RSR2x6 -2 . 6t 4 .TOP: SPORT - • • • S. S. • • S. • • S. • HN, 0 I-i F- - J 11- 0 big 70 521 90 104 110 124 130 SHUTTER WIDTH - IN. - TWO SPANS tQ 2 X 6 TOP SUPPORT Al I!;) CU +17 6 -2. • =FL.. AT t4 PiF • • • • • • TWO SPANS b0 70 e0 90 104 110 124 130 SHUTTER WIDTH - IN. - TWO SPANS 2 x 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER MMMES.,MOS■■■■ WINERNMICIMMOIMM \1 \1 ■WWWIM■E\ ■■ MEMOMMIMMOMUMM WEEKOMEMNOMMAIM MMEMOMMMERUMEM MOMMEUMWOMEMME ■NESMU■„■,■,■ MOOMMEMMOIROMM IIMMOMMUNUMMEN ■■►►►MMO■►ERNM IIMMOMMEMEMEMMIS ■■■■„WM,■", ■■ ■■■NNM�E.,■' ■ ■ ■■■'N,3,M„■ ■■■■ ■ ■■D!\A►M► ■■■M■■■■\NERSC 1■■■■ ■■ME,S RR2X &S -2 b0 70 44 90 100 110 124 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. THREE SPANS a"■sm■SUm■i ►1■1•■►ImmE` mmmo■ En ■■Milim ■■■ ,,,■,■, ■■'.■■■■ .....■j�.■■.■■■■ ,,, ■OMMIM■, ■■■ „■M■,■,■■■,■■ MMOMMEMMPAMEMEM M"„U'NMEM■■, ,■„WR■„■,■■■ 11►■► \r1►`IMMI ` \■ N■,■E.W"'■,■■S „■,■,,,■,■O'■ MMEMEUMMENOMME MMOMMAMENEMOM ■■►\ME►Mi►\►M MEMEMMENISSOSE ■ ■■■■INESESEN :! RS2X65 -3 921 100 11d 120 134 140 154 160 SHUTTER WIDTH - IN. - THREE SPANS Li} 2 X 6 TOP SUPPORT - THREE SPANS $ tel H t'7 z 0 I-! u WN LL W CI B t4 013142X6 -2 DEFL. AT 10 PRP 90 140 110. 120 130 140 1521 160 SHUTTER WIOTH - IN. - THREE 5PAN5 2 X 6 TOP SUPPORT - TNREE SPANS WITH STEEL STIFFENER ■'U■E•N,■■■1 MBISMEMEMer ■r■■■ MEMO■M■'O■■■■■ ■.,,■'OM■,■■■■■ ..■.i. ■■.■■■■ „■„■,■E,I ■T■,■■■ M► ■►■��-�1�EMOME■e■MM■ ■,■ Oji S'■" ►O\\MPO\\E\■EM IM"INI■E'E ■,■, MILIMM ■,',M„ ■■ORI ►tM"M■'M, imissnammissms MMEMMOSECROMME R62X65 -3 92 1210 110 120 130 140 154 160 SHUTTER WIDTH - IN. - THREE SPANS ENO POST 2 X 6 TOP SUPPORT - TWO SPANS to H IA h N $ WITH STEEL STIFFENER :OUW2X6S2 ;OEFL. AT 14 P5F MEM 101.11Ni 22E1111 60 70 130 90 10d 110 1221 130 SHUTTER WIDTH - IN. - TWO 5PANS PRODUCT REVISED coraplyfng with the Fioruif NO POST Balling Coe Acceptance No 03-} • .04- Expirat:en D to o9 r 7„..1 . ^r>/nnor B mi Dade Produce Control LINkke 2 X 6 TOP SUPPORT - THREE SPANS 177 WITH STEEL STIFFENER Heq. 0 H U W -I h. o t9 017142X653 DEFL. AT 14 P5F Ail 1111041 1111011 A POPO 44.04.441,4111 921 140 110 120 130 140 1521 160 SHUTTER WIDTH - IN. - THREE SPANS AL STORM BARS ZIUH POST N TOP SUPPORT • • TWO SPANS STORM BARS • POST 0 3 C I ----r TOP SUPPORT fi lA Ui THREE SPANS r U z W O I- I z a t C H C 0 N a! sr en N 0 C 0 a U N a7 0 a, n 0 ,C I g, a • a in m 0 v N a C 0 m a r 2 r 0 W z 0 H 0 f drawing no It 94.55, 'sheet 15 o` 211 rdrowing no. 94-55, •• •• • • • • •• • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • E■E ■ RON -24 STORM BAR - TWO SAS, •tiFtoi -N, TQF ,•BAR - TWO SPANS ■ ■ ■ ■EMM mom mM■ ■■um MEM OMMEMEMMUIMMEM ■ME■EEE`U ■EMME■■E\M■ E■Ema■EE —m `■MEMO.■■ ■ INNIKEI ■o.■NEMO MIISPIENZM IMO! 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AT 10 rSr ry is 2 90 100 110 120 13$ 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS RON -2d STORM BAR - Ti -TREE SPANS WITH STIFFENER :. ■■■■ ■■:.-. ■■ Er�i3ii ■■■E�7■ Immummummio. 11111111 I MEMEMEMWOMMEME ■■rmr■■■o'u■ ■■■■..■■ ►MEMO\►\ • EE1;iurr■■11■ 111■■r►\■■'"NU■ EMIOPCSAIM N . RON24 -2 I■■■■ an si MSLIRMEMS RON -24 STORM BAR - TWO SPANS LI? WITH STIFFENER OR0246 -2 -4 StORM BAR LENGTH z 0 z0 00 g ao O N W 60 70 00 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS PRODUCT REVISED cem ?lying witf1 the Florida END POST Buidfac Ccae Ac �a__•:s,;10 cto ml Daim r,uduct Control Division RON -24 STORM BAR - THREE SPANS IA WITH STIFFENER OR0246 -3 OEFL AT 10 PP' STORM BARS TOP s SUPPORT POST Z W z 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS 90 100 110 120 13$ 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS THREE SPANgCT 2 9 2003 } N C 0 N V C a N d re re U Q C 2 0 o03 n O o� O O O tri a S N C U c a v L tsheet 16 of 21J r r drawing no. 94 -55 (sheet 17 of 21) • • •... • • • •.• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • AM C9 N m rs N c. tC U7 MI 41 H a. Z N Mm am t0 RON -57 STORM BAR $w MMMMRMMMMMliuL • M MMMMMEMMENONMM ■MMMMMMMMMMWiM OM.M..MM.MIONME MMMMMM OMMMMDO -MMMMMEMMMMMMMM =M■EUMMEMMMMMUM MEMOMMMENMEMEM WOMM.MMM.M`M.M ■\`MMlsNN!1!!MMEMOM MMUMWMOMMMMMMM EMMIMINMM►MMMMM MMMUM`.MMMMMEMM MMMOMMMOMMMMOS MMEMMONMENZIAMM M►MM :!MM`E MMMM.: MESAMMESEMENMEN SWEWONCEMINMEMM immommaimmicimmtEra RBONS7 -2 Pt 6(d 70 St 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS • • ••• •. itz H O H I- 41 J tL 41 RON -57 STORM BAR - TI -TREE SPANS MMEM ►TOMMMMMI■_ mammummnrram AMMEMMEMOMM MM\MOOMMEMMM MOtUMOMMMMN RMOIMLIMMUMEN IEMM`MMSEMM ITICEPTZEINWEEm MUMMro4.11=M6iM to - -- ■mum■ %a ■uuuuu■ RBON57 -3 90 100 110 120 130 140 150 160 5HUTTER WIDTH - IN. - THREE 5PAN5 H N•RO -57 ,SUliPI" BAR - TWO SPANS tRts7 -2: . . °. bEFL: AT 4111 P6F 4 tU m rs N 60 70 00 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS RON -56 STORM BAR - TWO SPANS MMMMM:MMMMMMMMM MMMMMECfMMMMMMW ■■!MMEMMMMMM\ MMEMMEMEMMMMMM ,■■"■■M,.■■■■ M AMMOIMMMMEMEMM WILTIOWNIMEMMEM \MMMMMMAIMMMM\M ■,■■,■■.,■■■■■ mannammumsumm EMEMMR►EMMMO MM MUMMOMMMMMMS REMMMM5MM� EMEM MMMBRIAMMEMMM`!1 MEMEMERMEMMElla MMMRMNMMMIMOMME SHIM ,•MMM'EMM.: IONMPAIMMEMEMMELI milimmmwmalimiremed RBONS6 -2 ■ 611 70 50 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE %I- RON -57 STORM BAR - THREE SPANS AN U w J U. 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE 5PAN5 is N a. ft N Lrri 4.1m YJ U. r+ Z om is ns RON -S6 STORM 2AR - THREE SPANS MMMMEUMMMM \M■ \\MMM\:IM■MMM■ .MUMEMEMMEMMM■ MMIENMEMMOMMMIO MEMOMM<MM.,.. MMEMMOMMMMMS\ ■NEUEUIS DER■■■ ..M....M'...M MMEMMMMMMM \/M .■.S■■._..■■- MMMNMMMMMEMMM MOI►NMM►\M_MMSE-- mcsammu MMW MMMSEMMMM∎ MEMITOMMSEMENME masammszsmsme MIIIMMEMPAMENSMIE RBON56 -3 90 100 11d 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS END POST-1 rSTORM BARS a. RON -56 STORM BAR - TWO SPANS 19 ORON56 -2 i' I OEFL. AT 10 PST .gIM POST { ) m z H On! H U W 14 W 61 t,i 70 UE 90 100 110 120 L30 SHUTTER WIDTH - IN. - TWO SPANS PRODUCT i° "" • BuldiarC_-/ . -.:.END POST .0 4 TWO SPANS STORM BARS Mind Dade Product Control Division RON -S6 STORM BAR - THREE SPANS TOP SUPPORT 9d 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE 5PAN5 POST jf I c 41 w U, THREE SPAN$ 2 J tr O 2 OCT 2 0 2003 U Z z U 0 J O C C 0 N N 0 a .0 S 2 1 W 1Y 2 2 Q: O ,C m 0 {V u CD co S oo 0 n N os C is W 1D' • a 2 x 2 STORM BAR - TWO VONA w•,2;x 2 ,ffIORPP BAR - TWO SPANS •gi • m ib • 7 • • • •.• • • • ••• •• •• • • • •. Si • • • • • • • • • • • • • • ••• • • • • • • • • • • • MMOMMEMENMEHME MEMEMINIMMENUMW UMMOMMEMMEMMEM .■■.'■■■■.\`M ■ ,■■■"■■■■.O, RIEMMEMEMMEMEMM MMEMMEMOMMEMEM ,■■"■■■■O.■■■ \MINIU\M■MEM\R■ mimminmmummum ,■■`■■■„■■■■. MOMMWMMEMCWINIM MERNEMOMEMMOMM MOMMEMMOMMOIMME ONNMMEMMINISEME MMEMEMMERENEMM mmomMW ra2iM rataRMtt♦ IMINIMMENOWII RBR2X2 -2 61 70 00 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 STORM BAR - THREE SPANS EMMEMMEREMMINI =U11MR1111•11'1�■ HRIIIIIUII HIMMEMBERMEMIIM OMMEMERMINIMME ■\ELI■■■.M■■■■ OMMEMMEMEMMEM m,grnmfit■nrwmam solimmlimirsm MOWNWOMMERNEM MENSMEMMMINIMM OSEREMMUMMIMEM NMEWICENMEMMME immulimmlit- ROR2X2 -2 91 110 110 120 130 140 151 160 SHUTTER WIDTH - IN. - THREE 5PAN5 - - • • • El EFL:. AT •1d T1S5 MINIS Eilliall1/11111111 p ..t,...,... 11111111111111111M •...!i...! leramiunoinsiarm mmumnieswarahon... 60 74 8B 102 116 130 SHUTTER WIDTH IN. - TWO 5PAN5 2 x 3 STORM BAR - TWO SPANS MUMMUMUEU *UUU■ MUMEMMINIUMMEMM UL UU ODUE,MEUU MMWMII,.■■■,'.■ MAMMM► ■■■■..■ M'■'.■■,.■■■■` •,SU,UUM„000U ,■,UNUMMIUM,■■■ \O.►UU\\mUU\M■ MMMINME\MS000\ MMINMEEMMENESIMME IIMEGMEMERMMENEM MAMOUNEMMCNIMM NMEMEMMEMMOINZM I —.._ I ! ! I ! .— • r M M \ . LI • U —. EMWOMMMLIMMEMOS MUMEMSEMENMERM MMMIIMNITIENNZERM IUUUUUUUUU■ ROR2X3 -2 61 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO 5PAN5 THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE U? 2 x 2 STORM 8AP - THREE SPANS DR92X2 -2 ❑EFL. AT 11 P5F 90 110 110 120 131 140 151 160 SHUTTER WIDTH - IN. - TWO SPANS is ru a4-1 W dm' 57 la it -4 J aL� z ru x 3 STORM BAR - THREE SPANS MIMUIMMMEMMERM ■■■,■■■■„P *■ MMIUMMEMMIONME \,■■■`■■■■■,. UU US\`\UUUUM,. MUUOUMU\,UUNU 'N.■W'L,■■■"■■ OMU,MUUNS000U ■,MTIN■'■■■',■■ Uma+ammumm\U■ ■■MLI!1`EM\SENI■ MMIRRESEMNIZMEM MINISMMEMESMMOIr NMEWIMMEMEMME 91 100 110 120 130 140 151 160 SHUTTER WIDTH - IN. - THREE SPANS END POST Ua 2 x 3 STORM BAR - TWO SPANS oPB2X3 -2 OEFL. AT 10 P5F H z H N i9 W W ❑ O' f STORM BARS h . t0 h z TOP SUPPORT POST I- I x L_1 61 74 88 102 116 130 SHUTTER WIDTH - IN. - TWO 5PAN5 ,p 2 x 3 t9 z .d. PRODUCT REVISED as complylag with the Florida END POST Balding Code Accepts =. Pio ExplroiO Cate B 4 �33a' i ml Dadc Proda:t Control Division STORM BAR - Ti -TREE SPANS TWO SPANS TOP SUPPORT TORM :R NG 91 100 110 120 130 140 151 160 SHUTTER WIDTH - IN. - TWO SPANS •292003 THREE SPANS C I t N C 0 .4 a) O a U N m 3 5i 0 cis am C 0 5 0 8 a. a a a Oh a M N taI� C (Crowing no. l 94-55, (sheet 18 of 21 2 • • • • • •.• • • • ••• •• •• • • • •• e• • • • • • • • • • • • • • • ••• • • • • • • • • • • • is U)-' a- LA ru ru 4 STORM BAR - TWO SAN • EMEMWENIONMEMME MMINESMOMMENMERN IMIEUNIMMIUMENI MERWOMMENIMMOUR OMOUENAMCAMMWM ORMMOMMOMMMOMM MOROMEUMMMEMMS ,■.,.,,■''.■.' COlM\\C►CM►MME 1■ ►iii ■ ► \� :��C ■Ot!!!MPOMC\M\\`OM MMIIMMEMMARMEMEM COMSULINNMEMENN 1■ RBR2X4 -2 • ieg tci+T c 4 pRM• BAR - TWO SPANS tb •.m •• ••• • ••• • •• • • •z+ H N sa b0 70 B0 90 100 110 120 130 b0 70 B0 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 x 4 STORM BAR - THREE SPANS MMEMEMMMEMMOMM MUMMIMISMI MOAMMUMEMMOU ■IIIMUC\\CCM\CM■ MOIRUSEINOMMOO MOMIPMEMMEMMIUM MMODUDlAMiiiii EMMOI IMMINSIMMENMGEMI "k:...•.M... EMENOISIAMIMMIS IIMMOMMENSINIMME SMENSIIMMMOSIAMM IR111RUU111111silii RBR2Xd -3 921 100 1121 120 13e 140 150 160 SHUTTER WIDTH - N. - THREE SPANS II O H I- ca 01 wbi D -a SHUTTER WIDTH - IN. - TWO SPANS 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER •a aa„ i aaaa mmommummommomm mimmummum.... mumwmagammommit ■CC+IiaEMERIMCCCC. MMOMMMEMOMMINME .............. mormuommaimmas OMMEMMENSIMMEMM MNSIMMEMESSEME MMOOMMOSEMMNOM MMEMMEIMENEMMME MONMEMMEMEMEMM MMMEMMBEIMMOIMME ■ION f MMii i C: E IMMEMMMINNIR iririr �■■�-i��i ~�` RB2X42 -2 60 70 BO 90 104 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 2 x 4 STORM 2AR - THREE SPANS 0RB2X4 -3 DEFL. AT 10 P5F sow Zell I•rr /nimummt 4' 921 i00 11d 120 130 140 150 150 SHUTTER WIDTH - IN. - TWO SPANS 2 x 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER ilimmimmouramomm WINIMMEMEIMMOMME \M;CCaa►O.u;CCR 111.111111111111 .■.■`ION■.■■'' 0■■■a, M■■■■■■M MOMMEMMEMMEMME CCCC!MEMI!` ! MME ISMMENNAINNOROME ■WSMEM.•.■■■■■ MMEMMUMEMOMMEM ■11•_asWOMMEMMME C ■C\ :S+ivaM MCC■ MOSEMPINCEMERNM ZWINIMPAMMIMINFME EMMWIEAIIIMNMMMMM I•ril,ME =MmmaiRrM IC- CCCCCCC■ RB2XAS -2 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE 5PAN5 tb Ln H 14 Lai CU pegi. 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER ORB2X462 OEFL. AT 10 FS�� ■lint 1111 IIIUIIIPI 1111111/1111°i //11M111//11111 1i3i11i!1i1r iiIIHhI!% INEMER/C/1IM /111/11111'1 11/11 11111'.1 mrAMOMMEimmilim bO 70 B0 90 100 110 120 130 5HUTTER WIDTH - IN. - TWO 5PAN5 PRODUCT REVISED NO POST as complying with the i-ia_rid Buidiag Cc c Accegtsar.•z F Expiration`, t7� Miami Dade redurt Centro; 2 x d STORM ;QR - THREE SPANS WITH STEEL STIFFENER OR82X463 IMAIMILIMW OEFL. AT 10 P5F ......;.', ■UUhIi!iI■ MINIM 0 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - TWO SPANS TWO SPANS STORM BARS TOP ff SUPPORT t� N POST Z J L__1 THREE SPANS O 0 r of .TI'M BAR LOAIIIN • :T`_ U Z z w 0 -J O tr O :U' 0 0 ai 0 V N a, a, a V O N m 0 0 u 0 O 0 i3 N W 1... rscale: 1/2" a 1 drawing no. 94-55 sheet 19 or 21 • • •.• • • • ••• • •• • • • • U. •• • . . . • • • • • • • • N NJ a. m tE in m �-I 0- ea tem co co 0 6i • • • x 6 STORM BAR - TWO SPANS minimmiclememm O.■■ON■E■"■■. MOIMMEMMEMMEMEM MEMEMEMEMEMMEQ MMEIMMEMMEMIUMS OMMEMENEREMEEN MOMMOIMMENSIMEM MMOLUMUNULIMMOMM MUNRUMERMEMEMO ■E!S!- ASMI E\E \EE■ ROMOMMRIAMMEMME IIINNEWMEMBPAIMEN OMMOMESSUMNIWAM MINNUMSEMEMEMEM NEUMMOIMMEMMENZ MMORMINMEMEMEC UNIMMIONMMEMMEZ brammIVIOnaMMEMINN IMMUNNUMWJE RBR2X6-2 • • ••. • • • • • • • ••• • • • • • • • • •.• Is) 2 x 6 STORM BAR - TWO SPANS • • 60 70 80 '90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 STORM BAR - THREE SPANS MEMEMORNMERMEM ■.1 ■■ ■E.■■■■■ MENSIMMEMEMMINIM ■.■".■■■■„■■ OMMEMMEMMEMMEM MROMMINRAMMEMEN ■ENNEiiifiiiliiii MMINI■ MEMMEUMEMMISEME •.M MICSRMfENMU UMMEIMMUSEMMEM MMIIIMMMEMENEMER IIMMENNINMEMEMSE MUMWMMIORMSEMINI MUMWIMMUMMEMME MMEMWAMMMENMEM MENMEMMERMEMME IMMUNIMMEMMWROM EMEITIMINCEMPOMMON mmilmalliiMMEMIUMWM IMINIMMEMEMO RBR2X6 -3 Std 160 110 120 136 140 15g 160 SHUTTER WIDTH - IN. - THREE SPANS ••- i AT:11 en immilimmummmum PAWRIMMKEMEMMEM MINEMMUMEMEMEME EMAWNIMMEMMENII MERAMMEMMEMEMM MMOMMEMEMMEMEM MMEMMETAIMMUMM MMEMEMEMMEMMEM MIIIMMEMMEMMEMEM OMMINMEMEMINIM monimmammummumm mmammommerimm gommallimmimem �/i��2Xi'-2.`• immtaim N 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER MUMMMEMMINIMSNM immammanommum MMININEMMUMMERM KUMENMEMEMEMEM mmormumrommilm MMAMMEMMMEMMOM MMIIIMEMMEMMEMEN MUMMOMMEOWNIME MEMOMMOMMIONMEM MMONENMEMSSIMME EMMICARRIAMMEEM EMOMMEEMMOMMEM MEMMEMMINEMENMM MOMPAIROMEMOMME EM WOMEN MUMS MINDARIMMOEMENE EM®EliM Sri ':.!MINI t R82X6S -2 61 70 00 90 100 110 12g 130 bS 70 B6 90 106 110 12g 130 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE r- 2 x 6 STORM BAR - THREE SPANS z& z O H LI W � J W m SI OR62X6 -2 DEFL. AT 1g FSF 90 Lg0 110 120 136 140 15g 160 SHUTTER WIDTH - IN. - TWO 5PAN5 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER BIIIMMEMMIIIMEMUNS MOIMMEMMIIMMEMME ■..SUM■■•■■■■■■ MMMOMMINIRMEMEM MEMERUMMEMMOMM MOMMIOWNWNIMMEME MERWOMANAMMEMO MMEMMMINISSIMEME MIRMVIMMEMONIMPIRM MENMEMMEMMEMSM AMMERMENNEMMEM AMMMINICAMMESEM IIIMMENMEMMEMMEM KOMMMOMMIEMENME MINIRMOIMMWAMMEM msmgm- .memo -.m•. mmaammmmasmemill R82X65 -3 iiiiinn: Std 1110 110 120 136 140 15g 160 SHUTTER WIDTH - IN. - THREE SPANS z H END POST 2 x 6 STORM BAR - TWO SPANS !n WITH STEEL STIFFENER 61 OR122X6S2 OEFL. AT Lg PSF f S-OPM QARS tn it) 60 70 at 90 10M 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 x 6 PRODUCT REVr.?Z as complying with the Floral Balding Cede Acceptance No Expiration Dal BY mi Dade 'redact Control Divisicn STORM BAR - THREE SPANS WITH TEL STIFFENER ORB2X6S2 O EFL. AT 10 MP 0 H d a N 001 s 0 W • n a O O W V' 2 2 N 0 7 W X 2 n O 903 ti O W L 9g 100 110 120 lad 140 150 160 SHUTTER WIDTH - IN. - TWO SPANS THREE SPANS 1 a drawing no. 1 sheet 20 o121 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• POSITIVE LOAD • ASCE 7 -88: DESIGN LOAD = Pd = e • MULTIPLIER FACTOR = K = Pd / 10 =; • • • • • �5F • • • • • ••• • • •.• • • • • • • •• • • • • •••• • • • • • • ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET • I SHUTTER WIDTH = Sw = 1N. I NO. OF STORM BARS USED = N = • SPAN CONDITION = N +1 = I SPAN CONDITION = N +1 = •• • • • • • ••• •• • BOX HEIGHT = BOXh = IN. SHUTTER HEIGHT = Sh = IN. TRACK WIDTH = Tw = IN. I I BOX HEIGHT = BOXh = IN. STEP I STORM BAR HEIGHT = BL = SH —BOXh = IN. Sari . TRACK WIDTH = Tw = IN. SLAT SPAN = Ls = (Sw — 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE STEP 2 5143.T 1 SLAT SPAN = Ls = (Sw -- 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K • R1 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD &• SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF' STORM BAR = Db = K • R2 EFFECT ON SLATS D2 = Db /2 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH. SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < 1130 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: HEADER (IF THERE IS NO HEADER SKIP STEPS 5 & 6.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH. SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: . 6 • FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Oh = K • R3 EFFECT ON SLATS = D3 = Dh /4 7 TOTAL DEFLECTION = 0 = D1 +02 +03 IN. 7 TOTAL DEFLECTION = D = D 1 +02 +D3 IN. Ls /30 NOTES: 1. IF' FOR NEGATIVE LOAD D > Ls /30 OR IF FOR POSITIVE LOAD D > Ls /30 OR 2 ". REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSITIVE AND NEGATIVE LOADS. .3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPLIER FACTOR = K = Pd /10 = NEGATIVE LOAD SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH —BOXh = IN. TRACK WIDTH = Tw = IN. STEP Sari 1 SLAT SPAN = Ls = (Sw — 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K • R1 STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = 02 = Db /2 HEADER 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH. SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < 1130 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Oh = K • R3 EFFECT ON SLATS = 03 = Dh /4 7 TOTAL DEFLECTION = 0 = D1 +02 +03 IN. Ls /30 Engr: DR. HU1.61.OUN FARM] STRUCTURES FLA. PE if 16557 ^. A.N. 3536 9 2003 --� PRODUCT REVISED as compt:,,friz nisi; dm Flunc::. f Ing ESaze I iL 06- 10. f$m du Co trDl Dlvfsf�s fy f P:o Il '/ t H ~I 3! ir o -I C " n .1 R'r O � � I cc N o Q ciz t+ 0 J« 4 O In 0 N 1J In G4 w In I Ztn R t O 0 Q0 UJ Lc) Z 0 L m wZ�l. 0 ca Z J O-i U) 0 tr) _� c C .0 d C 0 a 0 W A 2 ma 6 N vo O F 1 10.28.03 ri7 i N N i 0 0 v U • drawing no. 94 -55 beet 21 of 21 r y •.. • • • ••• • • • 410 *0 • W& — c�- ZOle • •.•.•••.. • • . ••• • • • • • •.. • • • RECE V ,n •• • • • • • a, "�- • • • • • • •• ...•• • • • • • • • • • • •• •.• •• • • • . • • •. •;• • • •. • • • • • • • • .• • • • • ••. • • • ••• • • • • • .• SS • ITY MIAMI SHORES VILLAGE BY DATE ._UZJECT TO CCMPLIANt,E WITH ALL tEDERAL. STATE AD COUNTY RULES AND REGULATIONS. Y