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WS-11-7064 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 158617 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: JONES, HAROLD Job Address: 179 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Number: WS -4 -11 -706 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132930 Building Department Comments WINDWOS AND A DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CLC- August 02, 2011 For Inspections please call: (305)762 -4949 Page 8 of 47 919\9\I 11-Lek 1Vilaml Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. J 511— `Z0$'° Master Permit No. Permit Type: BUILDING ROOFING % _ OWNER: Name (Fee Simple Titleholder): C /�� 5/ /(4/4//4 ° 4�/4 ��Ph # � 5 `Y 3� Q 5 C� Address: � � � � � � ST City: AO/ J (-5-A4'< e s State: Tenant/Lessee Name: Email: (KM'64 (//r7, Al/e--2 Zip: 33i 38 Phone #: JOB ADDRESS: / 7 / A/E 94 City: Miami Shores Folio/Parcel #: County: Miami Dade zip: 3 3/ 30 Is the Building Historically Designated: Yes NO Flood Zone: X. CONTRACTOR: Company Name: )c12' Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ (.5 0 0 Type of Work: Addition UAlteration Description of Work: / —, T /47/10<-7 /&' —f 7- -- � � tJ /A60044./Sa 457-4.4 7 ski Ort. 2.— e 's77 "2 Squar ❑New Footage of Work:5/ epair/Replace ❑Demolition Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ lcre)' CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applic le) �v�� G Mortgage Lender's Address /3 ®lc ‘726 / 5 city ,�tl �� Ci�+� State l/ /6" zip ;232- O-6 f(/9 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 properly 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 will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ti day of 49(7.--t---, 20 I , by SO IN1 Ire—AAA r4 C4( who is personally known to me or who has produced 1 0 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: \\\\x`\1.51 1 1 r/ My Commission Expires: .....16RIDP x�a��xa� ****** ** * * * **** **** * * * * * ** *** * *ftd MMWU* * * * ** x************* * *** * *** * **** x** * ** * * ** **** ***** **** * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FL FIEr <�BYCER THE UNDERSIGNED hereby gives notice that improvements wif be made to.44ittaitifeal property, and in accordance with Chapter 713, Florida Statutes, the following infermatien. is provided in this Notice of Commencement.` I•'i ^11 VEY RiM 1 11111111111 11111111111111111111 111111111 1111 CFN 201 1 RO2 2591 OR f?k 27672 Ps 207: (1133) RECORDED 05/102/2011 11:20:50 HARVEY RUVIWr CLERK OF COURT MIAMI -CDADE COUNTY r FLORIDA LAST PAGE By care cows r D.c. Space above reserved for use of recording office 1. L • al description 2 rop rty and street/address: ,57/414-0- /C BG �� Ai& <5' -uT `r /'/ 3 / X / T tti/tc/J (L 2. Description of improvement: betrz- ey 3. Owner(s) name and address: 7:3A/ K4141/$ejd1K2 Interest in property: I Vuf/ - Name and address of fee simple titleholder. cS i' gd7t-4 -4(7 4. Contractor's name, address and phone number. enWti' cI ©N /611444vut/i44-- /7 9 7' Ate ! JT /or,- 73/54s re Atoc 7-743 r 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was ackngwigdged before me this day of By JoA K Qt") L 1 t' Prepared By Print Name Title /Office (./ OA.) A.4 'd M,c 19 /L/ /i J7 /C474- 33/ 38 in 1 ❑ Individually, or a' as t L'J e-Y\ r for H 0 US-e. ❑ Personally known, or ❑ produced the following type of ident'lfication: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PUR UANT TO SECTION 92.525. FLORIDA STATUTES perjur J_declare thatlhave readihe foregoing and that the facts stated in it are true, to the best of my knowledge and belief. FL tier -�t- 1 ; �. *ARY PUS IC • STAT . OF FLORIDA S -: Undai M. Lalanl . C�ltilfPi1SS10n oD84 �. -- Exnm 17E_C-Oiv2D12. orized Officer/Director/Partner/Manager who signed above: Signature •f O r(s)pr By / J III 123.01.52 P•'l? 3/10 By Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: (/ A/ / /f VCA DATE: '4/2-1/7 ADDRESS: (7 9 A/6 9 V J 7 4e Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial �— 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial �Jv 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial d/° L Initial IJ e_ 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial LAi 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial t--Alj1/4— 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial (PAN-- 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpdpro/cilb/index.html Initial '`' 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: /71 Ale y " STX Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 0' ` day of Ate- `L- , 20 ' " By AcC,t -tt Produced there License or OWNER who was personally known to me or who has (2- as identification. �.▪ � ° %, ..▪ .. ®O 0***(c`` ,,,irrS TAl uil o,,`\ Permit No: Job Name 11 -2,j‘ , 2011 Miami Shores Village Building Department Building Critique Sheet ' ✓l. `L / !fit 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Feeeff Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 p 1.0 OQR $Ye ,lo}art°P. Thompson, Jr. PE, SECS 51 2 North Luna Court Hollywood, Florida, 33021 (954) 494 -0956 PE #32703 :uildmg Forces: •••• • Project # : 1 I • 04/ 421 I I ' •' •; • Window / Door Retrofit •.•• Ka�+a yka Res. •• 179 NE 94th Street • •' 'page 1 •of 1 •.•. �• • Miami Shores, FL • :•:, . „ •• ( Buildings with h < 60 ft. per ASCE 7 -05 ) Classification = II Exposure = C h, mean roof height, ft. < 15 z, height above ground, ft. < 15 • • •• •• • • . Basic Wind Speed, v .6146 Importance Factor, 1 •; . • • 1 .0' Kh = 0.85 • • ••• • • • •• • • G =;jt • Kz = 0.85 Kzt = 1 .00 enclosed GCpi = 0.18 Kd = 0.85 qh = (.00256)(Kh)(Kzt)(Kd)(V2)(I) = t‘Cti qz = (.00256)(Kz)(Kzt)(Kd)(V2)(I ) _ tt? C•mponents and Cladding: ( per ASCE 7 -05 ) 39.4 psf 39.4 psf end zone, a, ft. = 5 • • • • • •.•••. • .• •.•••• • • ••.... • • Window / Door Openings : MK. Size inches Effective width ** height Area, ft2 49.0 75.0 25.5 2 36.0 75.0 18.8 3 36.0 75.0 18.8 001 39.0 80.0 2 I .7 Negative Interior Zone, (4) End Zone, (5) GCS P. psf Pf -1 .03 -1 .05 -1 .05 -1 .04 -47.6 -48.5 -48.5 -48. 1 -1.26 -1 .30 -1 .30 -1 .28 Positive Zones, (4) and (5) 0.93 0.95 0.95 0.94 ** where applicable, door panel widths used in calculations to coorelate with NOA values. Vili Miami Shores a • e APPROVED ZONING DEPT BLDG DEPT MAIW281 SUBJECT TO COMPLIANCE INTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS From: Archsi @aol.com Subject: SHEET 3 Date: April 22, 2011 4:07:03 PM EDT To: jjk64 @att.net 1 Attachment, 46.6 KB • •••• • •••• • • • •••• ••• • • ••• • • • •• ••••• 4 • SSMC "14 'S3e1O1-tr I14V114 '133zI1S 43176 3N 6L1 aomacusaN 114 OS13N Mood a w moaNlm 1 IVgV40 BLYG Jai OHO 1N'v'i133Z1 1O7dW1 39 "I17t19 VNIZV1V 11'v' WO 514 L30£90-60 VON 741 s31?11.snQ11 Wnist114117 7a ssvio .04'441 11.0I1 Tlru i741N3dO VN1181X3 W1T17 N000 PION3e1:1 417 as %LIms 09 .6£ 100 sod Eau s lewa.4 1e1a1,ew *DIN 4Apim )1.1eu peoi putm adfil. azis alnaamos Noon Om 1N71183z1 137.1141 38 -114'H3 VNlzb'- Trv' NoIlOr2 L NO3 018101z1d SO3d8 3zifl1374tiNNW 1411m S'FJNIN3dO n1OQwm 117 Z104 S. OW .141Z13A '31ON %1IN3dO Z04Z£0-60 VON 11s1V18183S 1Vdc114 QM 8iji:lL6t1 1.11N1Wi1 W 5417 484 W11Y CI% OK gN .4LX .011 VNIN3.1O VN1191X3 .41- x .011 £ • • • •••••. Z0 Z£0-£0 VON 1NV ISitbpdWl • • �1��12ierotl U IN1141� 2t1 5Y6' 1784 WrIlY CI% 0172 6z1 .31)( .011 01%11191X3 .4L X .011 Z . • • • • • • .1141 • 44,9areilenclki t v14TT obi %£b 994 141-rd Q3XI4 5Y£ X4 •4L X At xJWN3d0 vN11sIX3 .4L X .617 1 ,• • • • • : jk AK? "4 1 z01i �— EXISTING BEAM !Lliami Shores Village BY EPT DATE Demolition Plan [PT I() c;onAPI IANCE WITH AU. FEDERAL EBOVE 1OIA2BrI JN FY fuLES AND REGULATIONS EXISTING STEEL COLUMN TO REMAIN REMOVE WINDOW UNIT EXISTING BLOCK SILL WALL TO REMAIN EXISTING BLOCK WALL. Existing Family Room REMOVE DOOR AND WINDOW EXISTING BLOCK WALL Existing bedroom CITY cO.ty C WINDOW AND DOOR RE7R0 Flt KAUJ4CWIK4 ESIENCE 119 NE 94th STREET, MIAMI 81-1O1,2E8, FL. 33138 l EXISTING BLOCK SILL WALL Existing Family Room / EXISTING BLOCK WALL Existing bedroom At Partial Floor Plan gr i/4' =1' -0' UJINDOUJ AND DOOR RETRO FIT KI4UJ4C-41K4 RESIDENCE 119 NE 94th STREET, MIAMI SNORES, FL. 33135 J BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 N.W. 75th Avenue Miami, FL 33122 MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FX 345 Aluminum Window Wall System — S.M.I. APPROVAL DOCUMENT: Drawing No. W03 -46, titled "Series "FX 345" Aluminum Window Wall System (S.M.I.) ", sheets 1 through 9 of 9, dated 06/21/03, with revision "G" dated 07/09/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact Resistant LJ IITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises Shall Be Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 and renews NOA No. 07- 0831.04 and consists of this page 1 and evidence pages E -1, E- 2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI DADE COUNTY APPROVED NOA No 09 -0615.03 Expiration Date: June 10, 2014 Approval Date: August 19, 2009 Page 1 R.C. Aluminum Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. W03 -46, titled "Series "FX -345" Aluminum Window Wall System (S.M.I.) ", sheets 1 through 9 of 9, dated 06/21/03, with revision "G" dated 07/09/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Vigar, P. E. B. TESTS 1. Test reports on: 1) Safety Glazing Materials Used in Buildings, per American National Standard for, ANSI Z -97.1 and (CPSC 16 CFR 1201), along with marked —up and die drawings of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5320, dated 07/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 07- 0813.04) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 Pressure per TAS 203-94 with marked—up drawings and installation of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4612, dated 05/17/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under NOA No. 05-1214.02) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3719, dated 02/26/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under NOA No. 04-0831.04) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3713, dated 02/14/03, signed and sealed by Edmundo J. Largaes • . da, P. E (Submitted under NOA No. 04- 0830.01) E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No 09 -0615.03 Expiration Date: June 10, 2014 Approval Date: August 19, 2009 RC. Aluminum Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Small Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum system, prepared by Fenestration Testing Laboratory, dO"�' wall dated 07/03/02, signed and sealed by Edmundo J. Lar a s' a est Report No. FTL -3478, (Submitted under NOA No. 03- 1023.02) g p' P. E. 6. Test reports on: 1) Small Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation di dam of aluminum window wall system, prepared by Hurricane Engineering & Testing, .Inc., Test Report No. HETI -01-1031 dated 06/11/01, revised on 08/06/03, signed and sealed by Rafael E. Droz —Selo, P. E. (Submitted under NOA No. 99- 0204.07) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 3) Water Resistance Test, per FBC, TAS 2094 FBC, TAS 202 -94 along with marked—up drawings and installation di system, prepared by H �� °f aluminum window wall H system, prepared dated rican 0 Engineering & Testing, Inc., Test Report No. (Submitted under NOA No. 99 -0204.07) d sealed by Rafael E. Droz—Seda, P. E. C. CALCULATIONS 1. Revised Anchor Calculations, and structural analysis, complying 05/04J09, prepared by Al Fazoo p �g with FBC 2007, dated Complies with ASTM E1300-02/ q Corporation, signed and sealed by Arshad Viqar, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNe for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring mos o Co., /Inc. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex n 12/11 /10. Clear or colored interlayer" dated 05/04/06, expiring it Saflex IIIG F. STATEMENTS on 05/21/11. 1. Statement letter of no financial interest issued by Al —Faroo Corporation, 05/04/09, signed and sealed by Arshad Viqar, P. E. q dated Jaime D. Gascon, P. E. Chief, Product Control Division NOA No 09-0615.03 Expiration Date: June 10, 2014 E - 2 Approval Date: August 19, 2009 R.C. Aluminum Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Statement letter of Code Compliance issued by Al Farooq Corporation, dated 05/04/09, signed and sealed by Arshad Viqar, P. E. 3. Statement letter of changes issued by Al Farooq Corporation, dated 05/04/09, signed and sealed by Arshad Viqar, P. E. G. OTHERS 1. Notice of Acceptance No. 07 -0831.04, issued to R. C. Aluminum Industries, Inc., for Series "FX 345 Aluminum Window Wall System — S.M.I. ", approved on 04/10/08, and expiring on 06/10/09. E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No 09 -0615.03 Expiration Date: June 10, 2014 Approval Date: August 19, 2009 (Ac BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 N.W. 75`x' Avenue Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildin2code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RS -240" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -101, titled "Series — RS240 Alum. Sliding Glass Door (LMI) ", sheets 1 through 8 of 8, dated 11/10/03 with revision "D" dated 03/04/09 prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 and renews NOA # 05- 0815.15 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 0324.02 Expiration Date: June 24, 2014 Approval Date: May 27, 2009 Page 1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -101, Sheets 1 through 8 of 18, titled "Series — RS240 Alum. Sliding Glass Door (LMI) ", dated 11/10/03 with revision "D" dated 03/04/09 prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL -5427 dated 12/13/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL -4428 dated 01/11/05, signed and sealed by Edmundo Largaespada, P.E. "Submitted under NOA# 05 -081 5.15" 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL -3825 dated 07/16/03, signed and sealed by Joseph C. Chan, P.E. "Submitted under NOA# 04- 0401.03" Ma uel Per .E. Product Control er NOA No. 09-0 24.02 Expiration Date: June 24, 2014 Approval Date: May 27, 2009 E -1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 2/26/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. E. STATEMENTS 1. Statement letter of conformance, dated February 26th, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated February 26th, 2009, signed and sealed by Humayoun Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 05- 0815.15, issued to R.C. Aluminum Industries, Inc. for their Series "RS240" Aluminum Sliding Glass Door — L.M.I., approved on 02/09/06 and expiring on 05/27/09. E -2 Ma el Pere Product Control Ex, r NOA No. 09- 0324.02 Expiration Date: June 24, 2014 Approval Date: May 27, 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.1.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LL IITATIONS: 1. Load bearing shim required. 2. Max 1/" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 renews NOA No. 08- 0613.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.ov /buildingcode MIAMI•DADE COUNTY APPROVED NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL -4154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL -4166, dated March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by Al- Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon,1'. E. Chief, Product Control Division NOA No. 09- 0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigor, P. E. 4. Laboratory compliance letter for Test Report No. FTL -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0613.07) 5. Laboratory compliance letter for Test Report No.'s FTL -4154, FTL -4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) G. OTHERS 1. Notice of Acceptance No. 08- 0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. ", approved on 09/04/08 and expiring on 08/19/09. Jaime D. Gascon, ` . E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 E -2 48 7/8" MULL SPACING 44 3/8" 144 3/4" OVERALL WIDTH 47 1/8" MULL SPACING 44 1/4" D.L. OPG. D.L. OPG. STEEL REINFORCING AS REOD. 0 a 0 J O a 0 0 6" MAX. HEAD /SILL CORNERS 1 A 1 48 3/4" MULL SPACING 44 1/4" D.L. OPG. if I / t/ TWO OR THREE ANCHORS AT EACH SIDE OF MULLION SEE SHEET 6 FOR CAPACITY • __, FX -345 ALUM. WINDOW WALL SYSTEM (S.M.I, ) THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REQUIRED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.6.4. TWO OR THREE ANCHORS AT JAMB , / -SEE SHEET 8 FOR CAPACITY UN- ANCHORED JAMB 10" MAX. TYP. AT HEAD /SILL 3" 54 1/2" MULL SPACING 160-1/4" OVERALL WIDTH _ 53" MULL SPACING 50" D.L OPG. 52 7/8" MULL SPACING 50" D.L. OPG. N O TYPICAL ELEVATIONS TESTED UNITS 0 a 0 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEEL '- REINFORCING AS READ. O 2 re 0 O w a. cc O � C ei O a • "' o 1•og rif zu5 =° WNNa WJ rt'L F 6" MAX. HEAD /SILL CORNERS STEP 1 STEP 2 STEP 3 STEP 4 ST P 5 STEP 6 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 2 AND 3 FOR DESIGN LOAD CAPACITY OF' DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGM USING CHARTS ON SHEETS 4 & 5 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. FOR CAPACITY OF JAMBS WITH ANCHORS OPTION SEE CHART ON SHEET 8. THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 AND 5 SHALL APPLY TO ENTIRE SYSTEM. 7/ / TWO OR THREE ANCHORS AT EACH SIDE OF MULLION SEE SHEET 6 FOR CAPACITY N w 2 1 j 10" MAX. TYP. AT HEAD /SILL CITY COY PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS I SMALL MISSILE IMPACT Engr. ARSHAD MAR CIVIL FLA. PE # 3O863 C.A.N. 3538 JUL 1 3 20 RODUCP REVISED cc ip ymg with the Florida uik ng Code ccca.&lcc NoO' :xisi.�o tc �[►i� i •iar;.i r Product Control h'isinn N 0 fA w to co n m m z, 0 R 0 0 0 •-• a co ,ti m O 0 N o a —i 00 0 0 0 O U c w ,.. c] el i S iI ! o n II = a j drawing no. W03 -46 sheet 1 of 9 ) 4 W j;ct)j ) 1' '- - - -- !�i GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'B' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT i 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 � - - -- � - - -�- OR STE \Wt l_ — -- — - T E D.L.O. WIDTH D.L.O. HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) D.L.O. WIDTH D.L.O. HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) D L.O. WIDTH D.L.O. HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) D.LO. WIDTH D.L.O. HEIGHT EXT.( +) INT.( -) ExT.( +) INT.( -) D.L.O. WIDTH D.L.O. HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 24" 27" 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 60° 143.0 105.0 24" 27" 30" 33" 36" 39" 42° 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 69" 143.0 105.0 24" 27" 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 75" 143.0 143.0 105.0 105.0 24" 27" 30" 33" 36" 39" 42" 45° 48" 51" 54" 57" 60" 63" 66" 69" 87" 143.0 105.0 24" 27" 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60" 96" 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 __ 143.0 105.0 143.0 143.0 105.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 ' 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 101.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 101.0 105.0 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 24" 27° 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60" 99° 143.0 105.0 C-"- '-} j FX -345 ALUM. WINDOW WALL SYSTEM (S.M.I.)] R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592-1515 FAX. (305) 592 -2184 101.0 105.0 101.0 105.0 101.0 X 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 24" 27" 30" 33" 36" 39" 42" 45" 48° 51" 54" 57" 60" 63" 66" 90° 143.0 105.0 143.0 105.0 24" 27" 30" 33" 36" 39" 42" 45" 48° 51" 54° 57° 60" 63° 66" 69" 72" 63" 143.0 105.0 24" 27" 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60° 63" 66" 69" 72" 72" 143.0 105.0 24" 27" 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 81" 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 101.0 X 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 101.0 X 143.0 105.0 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 143.0 105.0 143.0 105.0 101.0 105.0 101.0 105.0 O.L.O. O.L.O. 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 L 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X WIDTH WIDTH (_=-_ ---, 1 cy 0 O - description )l w ci W `" N r 0 v z Q w °z UPDATED FOR 2007 FBC rNO CHANGE THIS SHEET J 101.0 105.0 101.0 105.0 101.0 X 101.0 X 4. j 101.0 105.0 101.0 105.0 101.0 X 24° 27" 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 93 143.0 105.0 D.L.O. J 6 4.. p+� ;tj = S 101.0 105.0 101.0 105.0 101.0 X 143.0 105.0 101.0 105.0 101.0 X 101.0 X 143.0 105.0 24" 27" 30" 33" 36" 39" 42" 45" 48° 66" 143.0 105.0 24" 27" 30" 33° 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66° 69" 72" 75" 143.0 105.0 24" 27" 30" 33° 36° 39" 42" 45" 48" 51" 54" 57" 60" 63" 66° 69" 84" 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 101.0 105.0 105.0 0 J ci , 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 D 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 p D ., 0 .. 0 - w 0 n ay 0 ,.. D 0 rn 0 o 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 143.0 105.0 143.0 105.0 143.0 105.0 101.0 105.0 � " ° w 143.0 105.0 143.0 105.0 101.0 105.0 101.0 X 51" 54" 57" 60" 63" 66" 69" 72" 143.0 105.0 143.0 105.0 101.0 105.0 101.0 X dr. by: HAMIO 143.0 105.0 101.0 105.0 101.0 105.0 101.0 X 143.0 105.0 101.0 105.0 101.0 105.0 E ARSNAO VIOAR CIVIL FLA. P£ # 38863 C.A. N. 3538 RODUC "I REVISED s complying with the Florida Aueg icc No •' - q- 5.03 1 °` iv; :. o111Daa. -- .IBC •1 CO 146/ BY 101.0 105.0 101.0 105.0 101.0 105.0 101.0 105.0 101.0 105.0 101.0 X 101.0 105.0 101.0 105.0 101.0 X 101.0 105.0 101.0 X • 101.0 X 101.0 105.0 101.0 X NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). L UQ� Mimi ado Product Control Division GLASS LOAD CAPACITY - PSF NOMINAL DIMS GLASS TYPE 'A' GLASS TYPE 'Er D.L.O. WIDTH D.L.O. HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 24° EXT.( +) 143.0 105.0 27" INT.( -) 143.0 105.0 30" 143.0 143.0 105.0 33" 143.0 143.0 105.0 36" 143.0 143.0 105.0 102" 101.0 105.0 39° 101.0 42° 39" 101.0 105.0 45" 42" 101.0 105.0 48° 45" 101.0 105.0 51" 48" 101.0 X 54° 51" 101.0 X 57" 24" 101.0 X 24° 27" 143.0 105.0 27" 30" 143.0 105.0 30" 33" 143.0 105.0 33" 36" 143.0 105.0 36" 143.0 105.0 105.0 105" 101.0 105.0 39" 101.0 42" 45" 101.0 105.0 45° 48" 101.0 105.0 48° 51" 101.0 105.0 51" 24" 101.0 X 54" 27" 101.0 X 57" 30" 101.0 X 24" 33" 143.0 105.0 27" 36" 143.0 105.0 30" 143.0 105.0 33" 39" 143.0 105.0 36" 101.0 101.0 105.0 108" 101.0 105.0 39" 101.0 42" 101.0 105.0 45° 101.0 105.0 48" 101.0 X 51" 101.0 X 54" 101.0 X 24" 143.0 105.0 27" 143.0 105.0 30" 143.0 105.0 33" 143.0 105.0 36" ° 101.0 105.0 39" 111 101.0 105.0 42" 101.0 105.0 45" 101.0 105.0 48" 101.0 X 51" 101.0 X 54" 101.0 X GLASS LOAD CAPACITY - PSF WIDTH GLASS . GLASS NOMINAL DIMS TYPE 'A' TYPE 'B' J. o J O EXT.( +) EXT.( +) D.L.O. WIDTH D.L.O. HEIGHT INT.( -) INT.( -) 24" 143.0 105.0 27" 143.0 105.0 30" 143.0 105.0 33" 143.0 105.D-4 36" 101.0 105.0 39" 114" 101.0 105.0 42" 101.0 105.0 45" 101.0 X 48" 101.0 X 51" 101.0 X 24" 143.0 105.0 27" 143.0 105.0 30" 1 43.0 105.0 33" 143.0 105.0 36" 101.0 105.0 117° 101.0 105.0 39" 42" 101.0 105.0 45" 101.0 X 48" 101.0 X 51" 101.0 X 24" 143.0 105.0 27" 143.0 105.0 30" 1 43.0 105.0 33" 101.0 105.0 36" 101.0 105.0 120" 101.0 105.0 39" 42" 101.0 X 45" 101.0 X 48" 101.0 X D. L.O J NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). SILICONE DOW CORNING 795 N 1/4" HEAT STRN. GLASS .060" INTERLAYER CDUPONT BUTACITE PVB 1/4" HEAT STRN. GLASS WEDGE GASKET SIUCONE DOW CORNING 795 z GLASS TYPE 1/4" HEAT STRN. GLASS o .060" INTERLAYER DUPONT BUTACITE PVB 1/4" TEMP. GLASS 1-WEDGE GASKET GLASS TYPE 'B' GLAZING OPTIONS Engr: ARSHAD ViOAR CIVIL FLA. PE # 38863 C.A.N. 3538 UL 1 3 20M PRODUCT REVISED Ls complying with the Florida ) ildi g Codc Aec€,Tstr0ce No 0 Enpita Date BY. 1 Miami Dade Product Control D vision FAX. (305) 262 -6978 L TEL. (305) 264 -8100 U z to c 0 y c 0 0 cn 0 m LL 0 0 CHANGE THIS SHEET 0 Z 0 0 0 a 0 0 O 0 N 0 0 0 o 0 0 0 0 0 0 - 0 0 0 0 0 0 0 w w 0 •)f• 1 I 1. -' 0 / 3 0 N °N ' ! a 1 i i 2 I' D u a i2 o r 14 1 c drawing no. 1 I W03 -46 hs eet 3 of 9 WIDTH WIDTH IHEIGHT J. o J O = o -.I J NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). SILICONE DOW CORNING 795 N 1/4" HEAT STRN. GLASS .060" INTERLAYER CDUPONT BUTACITE PVB 1/4" HEAT STRN. GLASS WEDGE GASKET SIUCONE DOW CORNING 795 z GLASS TYPE 1/4" HEAT STRN. GLASS o .060" INTERLAYER DUPONT BUTACITE PVB 1/4" TEMP. GLASS 1-WEDGE GASKET GLASS TYPE 'B' GLAZING OPTIONS Engr: ARSHAD ViOAR CIVIL FLA. PE # 38863 C.A.N. 3538 UL 1 3 20M PRODUCT REVISED Ls complying with the Florida ) ildi g Codc Aec€,Tstr0ce No 0 Enpita Date BY. 1 Miami Dade Product Control D vision FAX. (305) 262 -6978 L TEL. (305) 264 -8100 U z to c 0 y c 0 0 cn 0 m LL 0 0 CHANGE THIS SHEET 0 Z 0 0 0 a 0 0 O 0 N 0 0 0 o 0 0 0 0 0 0 - 0 0 0 0 0 0 0 w w 0 •)f• 1 I 1. -' 0 / 3 0 N °N ' ! a 1 i i 2 I' D u a i2 o r 14 1 c drawing no. 1 I W03 -46 hs eet 3 of 9 JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB TYPE 'J1' JAMB TYPE 'J2' MULL TYPE 'MI' MULL TYPE 'M2' MULL TYPE 'M3' WIDTH (W) IFRAME HEIGHT EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) NOMINAL DIMS. T WIDTH (W) FRAME HEIGHT JAMB TYPE '31' JAMB TYPE 'J2' MULL TYPE 'MI' MULL TYPE 'M2' MULL TYPE 'M3' EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.(+) & INT.( -) EXT.(+) & INT.( -) 30" 36" 42" 48" 54" 60" 66° 72° 30" 36" 42" 48" 54" 60" 66" 72° 30° 36° 42° 48° 54° 60° 66° 72" 30° 36" 42° 48" 54" 60" 66" 72° 30" 36° 42" 48" 54" 60" 66" 72" 30" 36" 42" 48" 54" 60° 66" 72" 30" 36° 42" 48" 54" 60" 66° 72" 60" 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 120.0 130.0 130.0 30" 36" 42" 48" 102" 54" 60" 66° 130.0 100.0 130.0 100.0 130.0 120.0 100.0 100.0 120.0 100.0 112.8 - 120.0 130.0 110.2 130.0 95.9 130.0 85.5 105.0 77.6 105.0 130.0 130.0 130.0 105.0 105.0 105.4 130.0 120.0 120.0 130.0 130.0 66" 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120,0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 120.0 120.0 120.0 120.0 72" 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 78" 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 105.0 105.0 84" 130.0 120.0 120.0 130.0 130.0 30° 36" 42° 48" 54" 60" 30° 36" 42" 48" 54" 60" 30" 36" 42" 48" 54" 30" 36" 42" 48" 54" 30" 36" 42" 48" 108" 130.0 100.0 130.0 100.0 130.0 100.0 118.7 100.0 111.9 94.5 82.4 73.5 130.0 130.0 122.2 105.0 107.5 100.0 130.0 130.0 122.2 105.0 81.0 98.8 114" 130.0 100.0 94.8 130.0 130.0 100.0 80.0 119.0 118.8 100.0 69.6 103.6 105.4 100.0 62.0 92.2 130.0 119.0 103.6 92.2 95.3 87.4 120° 130.0 100.0 81.1 120.7 116.6 100.0 68.3 101.7 101.3 100.0 59.3 88.3 90.0 100.0 78.5 120.7 101.7 88.3 81.0 81.5 126° 119.3 100.0 69.9 104.0 100.4 100.0 58.8 87.5 87.1 100.0 51.0 75.9 77.3 104.0 87.5 81.0 81.0 69.8 132" 103.6 100.0 60.7 90.3 87.1 100.0 51.0 75.9 75.5 93.1 44.2 65.8 90.3 81.0 81.0 66.9 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 120.0 116.2 116.2 116.2 120.0 120.0 110.4 110.4 110.4 120.0 120.0 90" 130.0 100.0 120.0 130.0 130.0 100.0 120.0 130.0 130.0 100.0 120.0 130.0 130.0 100.0 114.6 130.0 120.0 100.0 104.8 105.0 120.0 100.0 97.5 105.0 120.0 130.0 130.0 130.0 130.0 105.0 105.0 81.0 120.0 96" 130.0 100.0 120.0 130.0 130.0 100.0 120.0 130.0 130.0 100.0 110.2 130.0 130.0 100.0 98.5 130.0 120.0 100.0 89.7 105.0 120.0 100.0 105.0 130.0 130.0 130.0 130.0 105.0 105.0 120.0 116.1 x w x w1 W2 W3 JAMB TYPE 'JI' JAMB TYPE 'J2' ULL TYPE 'Ml' MULL TYPE 'ME' MULL TYPE 'M3' WIDTH (w) = WI AT FRAME JAMB WIDTH (w) = AT FRAME MULLION W2 + W3 2 Engr: ARSHAD V10AR CIVIL RA. PE # 38863 C.A.N. 3538 JUL 1 3 21109 ? ODUCT REVISED z; complying with the Flotada Building Code Aso cance No 0 Exp. :1'on Date 13y Mann -06 ade Product O of 01 O3 2014 "M" f 262 -6978 STORE5031 46RC� z O I- 1• ▪ Z w Q 2 CC O O w r O 1 a w 0 1,) aow ) D amp O a3a:4E cc ti) Q 4iJJ �LL IL 42 1n ca B ▪ W1i r9 M U z Z> -a 2 N D N Z tCt M N J cicgQ Z Uo� d.l 00 0 revisions: c 0 Q C co 0 v > CHANGE THIS S az JAMB TYPE 2 REV. U 07 UPDATED FOR 2007 LI i NO CHANGE THIS d a 0 0 N 0 0 0 a 0 0 0 0 0 O 0 c U W 4 0 O 1 N Y••• Y t - V • L drawing no. W03 -46 sheet 4 of 9 111 111.■ 911 WI 1 111 II III Li 1111 - -' "'J 1 �+ ; ■ I � ^! JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS JAMB & MULLION DESIGN LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB TYPE 'J I' JAMB TYPE 'J2' MULL TYPE 'M1' MULL TYPE 'M2' MULL TYPE 'M3' EXT.( +) & INT.( -) NOMINAL DIMS. JAMB TYPE 'J1' JAMB TYPE 'J2' MULL TYPE 'M1' MULL TYPE 'M2' MULL TYPE 'M3' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE :'MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 J WIDTH (W) FRAME HEIGHT EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) _ EXT.( +) & INT.( -) WIDTH (W) ' FRAME HEIGHT EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) EXT.( +) & INT.( -) 30" 36" 42" 48" 54" 50" 66" 72" 60" 130.0 120.0 120.0 130.0 130.0 30" 36" 42" 48" 102° 54" 60" 66" 130.0 100.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 100.0 105.7 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 100.0 90.6 130.0 130.0 130.0 120.0 120.0 130.0 130.0 120.0 100.0 79.3 105.0 105.0 130.0 120.0 120.0 130.0 130.0 111.1 100.0 70.5 101.3 101.3 130.0 120.0 120,0 130.0 130.0 100.0 - - - - 130.0 120.0 120.0 130.0 130.0 90.9 - - - - 130.0 120.0 120.0 130.0 130.0 30" 36" 42' 48" 54" 60" 108" 130.0 100.0 108.7 130.0 130.0 30° 36° 42" 48° 54° 60° 66° 72° fi6" 130.0 120.0 120.0 130.0 130.0 130.0 100.0 90.6 130.0 130.0 130.0 120.0 120.0 130.0 130.0 127.0 100.0 77.7 115.6 115.6 130.0 120.0 120.0 130.0 130.0 111.1 100.0 68.0 101.1 101.1 130.0 120.0 120.0 130.0 130.0 98.8 - - - 81.0 130.0 120.0 120.0 130.0 130.0 88.9 - - - - 130.0 120.0 120.0 130.0 130.0 30" 36" 42" 48° 54" 60° 114° 130.0 100.0 92.4 130.0 130.0 130.0 120.0 120.0 130.0 130.0 130.0 100.0 77.0 114.6 114.6 C [FX -345 ALUM. WINDOW WALL SYSTEM (S.M.9) R.C. ALUMINUM INDUSTRIES INC.1 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. (305) 592 -2184 120.0 120.0 120.0 120.0 120.0 112.7 100.0 66.0 98.2 98.2 30" 36° 42° 48° 54° 60" 66" 72" 72„ 130.0 120.0 120.0 130.0 130.0 98.6 100.0 57.8 86.0 86.0 130.0 120.0 120.0 130.0 130.0 87.7 - - - - 130.0 120.0 120.0 130.0 130.0 78.9 - - - - 130.0 120.0 120.0 130.0 130.0 30" 36" 42" � 48" 54" 120" 130.0 100.0 79.3 117.9 117.9 130.0 120.0 120.0 130.0 130.0 112.8 100.0 66.1 98.3 98.3 130.0 120.0 120.0 130.0 130.0 96.6 100.0 56.6 84.2 84.2 120.0 120.0 120.0 120.0 120.0 84.6 100.0 - 73.7 81.0 120.0 120.0 112.0 112.0 112.0 75.2 - - - - 30° 36" 42" 48° 54" 60" 66" 72" 78" 130.0 120.0 120.0 130.0 130.0 30" 36" 42" 48° 54" 126" 116.9 100.0 68.5 101.9 101.9 130.0 120.0 120.0 130.0 130.0 97.4 100.0 57.1 84.9 84.9 130.0 120.0 120.0 130.0 130.0 83.5 100.0 48.9 72.8 81.0 130.0 120.0 120.0 130.0 130.0 73.1 - - - 81.0 130.0 120.0 120.0 130.0 130.0 64.9 - - - - 130.0 120.0 113.2 130.0 130.0 30" 36" 42" 48" 132" 101.7 100.0 59.6 88.6 88.6 120.0 120.0 102.9 105.0 105.0 84.7 100.0 49.6 73.8 81.0 120.0 120.0 - 105.0 105.0 72.6 89.6 42.5 63.3 81.0 CT- 1 c N description g g U w " g 0 JAMB TYPE 2 REV. UPDATED FOR 2007 FBC i CHANGE THIS SHEET J 30" 36" 42" 48" 54" 60" 66" 72" 84" 130.0 120.0 120.0 130.0 130.0 63.5 - - - - 130.0 120.0 120.0 130.0 130.0 130.0 120.0 120.0 130.0 130.0 L-j / 130.0 120.0 120.0 130.0 130.0 130.0 120.0 107.3 130.0 130.0 120.0 120.0 96.5 105.0 105.0 120.0 120.0 120.0 120.0 87.8 - 105.0 - 105.0 - 30° 36° 42° 48" 54" 60" 66" 72° 90" 130.0 100.0 120.0 130.0 130.0 *'1 �� INTERMEDIATE HORIZONTALS JAMB TYPE 'J1' JAMS TYPE 'J2' MULL TYPE 'MI' MULL TYPE 'M2' MULL TYPE 'M3' 130.0 100.0 120.0 130.0 130.0 0 R v - 0 - m o 0' o co ,l] o o 0 0 Oi o 0 130.0 100.0 118.9 130.0 130.0 130.0 100.0 104.0 130.0 130.0 FRAME HEIGHT 120.0 100.0 92.4 105.0 105.0 (1) Q 0 o c o t, ,.. a , 120.0 100.0 83.2 105.0 105.0 5. j [dr• by: HP.MID 117.6 - - - 81.0 107.8 - - - - I £ngr: AR CHAD VIOAR CIVIL FLA. PE # 38863 C.A.N. 3538 1 ♦ JUL 1 � 2�ti9 ,4120. P . ;. ^,'ISED ri;r:e� with the Florida L'ui cCeQ dce w ,15 03 a��°P f �� - J- 'd:P �._- , i , , �i 30" 36° 42" 48" 54° 60" 66" 72" 130.0 100.0 120.0 130.0 130.0 130.0 100.0 120.0 130.0 130.0 130.0 100.0 103.4 130.0 130.0 130.0 100.0 90.5 128.7 128.7 WI W2 W3 WIDTH (W) = W I AT FRAME JAMB 96" 120.0 100.0 80.4 105.0 105.0 ( I drawing no. W03 -46 113.3 100.0 - 102.9 102.9 W2 +- W3 WIDTH 103.0 - - - - 94.4 - - - - (w) = AT FRAME MULLION (sheet 5 of __J U "' : III: _ .__:I ANCHOR DESIGN LOAD CAPACITY - PSF ANCHOR DESIGN LOAD CAPACITY - PSF INTERMEDIATE HORIZONTALS 2 ANCHORS ® EACH SIDE OF JAMB OR MULL 3 ANCHORS ® EACH SIDE OF JAMB OR MULL 2 ANCHORS @ EACH SIDE OF JAMB OR MULL 3 ANCHORS 6 EACH SIDE OF JAMB OR MULL 3/8" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305) 262 -6978 STORE WC NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 13' EXT. (+) NT. ( -) NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' WIDTH (W) FRAME HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH (W) FRAME HEIGHT EXT. ( +) NT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) 30° 36" 42" 48" 60" 130.0 130.0 130.0 112.8 130.0 130.0 130.0 130.0 30" 36" 130.0 95.9 120.8 66.4 130.0 130.0 130.0 99.5 130.0 130.0 130.0 94.0 130.0 130.0 130.0 130.0 130.0 79.9 100.6 55.3 130.0 119.9 130.0 82.9 130.0 116.5 130.0 80.6 130.0 130.0 130.0 120.8 42° 48° 54" 60° 66" 102" 124.8 68.5 86.3 47.4 130.0 102.8 129.3 71.1 130.0 101.9 128.3 70.5 130.0 130.0 130.0 105.7 109.2 59.9 75.5 41.5 130.0 89.9 113.2 62.2 54" 60" 66" 130.0 130.0 90.6 114.0 62.7 130.0 130.0 130.0 130.0 94.0 97.1 53.3 67.1 36.9 130.0 79.9 100.6 55.3 81.5 102.6 56.4 130.0 122.3 84.6 87.4 48.0 60.4 33.2 130.0 72.0 90.5 49.7 130.0 74.1 93.3 51.3 130.0 111.2 130.0 76.9 79.4 43.6 54.9 30.2 119.1 65.4 82.3 45.2 72" 123.8 67.9 85.5 47.0 130.0 101.9 128.3 70.5 30" 36" 42" 48° 54" 60" 108" 130.0 90.6 114.0 62.7 130.0 130.0 130.0 94.0 30" 36" 42" 130.0 130.0 130.0 102.5 130.0 130.0 130.0 130.0 130.0 75.5 95.0 52.2 130.0 113.3 130.0 78.3 130.0 123.5 130.0 85.5 130.0 130.0 130.0 1 28.1 117.9 64.7 81.5 44.8 130.0 97.1 122.2 67.1 130.0 105.9 130.0 73.2 130.0 130.0 130.0 109.8 103.2 56.6 71.3 39.2 130.0 84.9 106.9 58.7 48" 66" 54" 40" 130.0 92.6 116.6 64.1 130.0 130.0 130.0 96.1 91.7 50.3 63.4 34.8 130.0 75.5 95.0 52.2 130.0 82.3 103.7 57.0 130.0 130.0 123.6 130.0 85.4 82.5 45.3 57.0 31.3 123.8 68.0 85.5 47.0 130.0 74.1 93.3 51.3 111.2 130.0 76.9 30" 36" 42" or 54° 60" 114" 130.0 85.8 108.0 59.4 130.0 128.8 130.0 89.0 I 1 -__, FX -345 ALUM. WINDOW WALL SYSTEM (S.M.I.)j R.C. ALUMINUM INDUSTRIES INC1 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. (305) 592 -2184 LCHART 66" 72" 122.8 67.4 84.8 46.6 130.0 101.1 127.2 69.9 130.0 71.5 90.0 49.5 130.0 107.3 130.0 74.2 112.5 61.8 77.8 42.7 130.0 92.7 116.6 64.1 111.7 61.3 77.2 42.4 130.0 92.0 115.7 63.6 30° 36" 42" 48" 54" 60" 66° 72" 72° 130.0 130.0 130.0 94.0 130.0 130.0 130.0 130.0 97.7 53.6 67.5 37.1 130.0 80.5 101.3 55.6 130.0 113.2 130.0 78.3 130.0 130.0 130.0 117.4 86.9 47.7 60.0 33.0 130.0 71.5 90.0 49.5 130.0 97.0 122.2 67.1 130.0 130.0 130.0 100.7 78.2 42.9 54.0 29.7 117.3 64.4 81.0 44.5 130.0 84.9 106.9 58.8 130.0 127.4 130.0 88.1 30" 36" 42" 48" 54" 120" 130.0 81.5 102.6 56.4 130.0 122.3 130.0 84.6 130.0 75.5 95.0 52.2 130.0 113.3 130.0 78.3 123.8 67.9 85.5 47.0 130.0 101.9 128.3 70.5 123.8 67.9 85.5 47.0 130.0 101.9 128.3 703 106.1 58.2 73.3 40.3 130.0 87.4 109.9 60.4 112.5 61.8 77.8 42.7 130.0 92.7 116.6 64.1 92.9 51.0 64.2 35.3 130.0 76.5 96.2 52.9 103.2 .56.6 71.3 39.2 130.0 84.9 106.9 58.7 82.5 45.3 57.0 31.3 123.8 68.0 85.5 47.0 30" 36" 42" 48" 54° 60" 66" 72" 78" 130.0 125.4 130,0 86.8 130.0 130.0 130.0 130.0 30" 36" 42" 48° 54" 126° 130.0 77.6 97.8 53.7 130.0 116.5 130.0 80.5 130.0 104.5 130.0 72.3 130.0 130.0 130.0 108.4 117.9 64.7 81.5 44.8 130.0 97.1 122.2 67.1 130.0 89.6 112.8 62.0 130.0 130.0 130.0 92.9 101.1 55.5 69.8 38.4 130.0 83.2 104.7 57.5 130.0 78.4 98.7 54.2 130.0 117.6 130.0 81.3 88.4 48.5 61.1 33.6 130.0 72.8 91.6 50.3 127.0 69.7 87.7 48.2 130.0 104.5 130.0 72.3 78.6 43.1 54.3 29.8 117.9 64.7 81.4 44.7 114.3 62.7 79.0 43.4 130.0 94.1 118.4 65.0 30" 36" 42" 48" 132" 130.0 74.1 93.3 51.3 130.0 111.2 130.0 76.9 103.9 57.0 71.8 39.4 130.0 85.5 107.6 59.1 112.5 61.8 77.8 42.7 130.0 92.7 116.6 64.1 95.2 52.3 65.8 36.2 130.0 78.4 98.7 54.2 96.5 52.9 66.6 36.6 130.0 79.4 99.9 54.9 1 c o 0 .� o v m 4.1 L. IREV. PER BCCO COMMENTS I ILNO CHANGE THIS SHEET UPDATED FOR 2007 FBC NO CHANCE THIS SHEET 30° 36" 42" 48" 54" 60" 66° 72" 84° 130.0 116.5 130.0 80.6 130.0 130.0 130.0 120.8 84.4 46.3 58.3 32.0 126.6 69.5 87.5 48.0 130.0 97.0 122.2 67.1 130.0 130.0 130.0 100.7 =====::=====:========= ,. ;. - 130.0 83.2 104.7 57.6 130.0 124.8 130.0 86.3 = 0 w_ 130.0 72.8 , 91.6 50.4 130.0 109.2 130.0 75.5 117.9 64.7 81.5 44.8 130.0 97.1 122.2 67.1 106.1 58.2 73.3 40.3 130.0 87.4 109.9 60.4 6 °_ 6° m 96.5 52.9 66.6 36.6 130.0 79.4 99.9 54.9 88.4 48.5 61.1 33.6 130.0 72.8 91.6 50.3 9° 9" 30" 36° 42" 48" 54" 60" 66" 72° 90" 130.0 108.7 130.0 75.2 130.0 130.0 130.0 112.7 W1 L. W2 W3 12° 130.0 90.6 114.0 62.7 130.0 130.0 130.0 94.0 _ v - � N 0 g q - 0 ° 0 n 0 r. 0 0, 0 0 130.0 77.6 97.8 53.7 130.0 116.5 130.0 80.5 WIDTH W W1 123.8 67.9 85.5 47.0 130.0 101.9 128.3 70.5 AT FRAME JAMB W2 + W3 110.0 60.4 76.0 41.8 130.0 90.6 114.0 62.6 �i �o 0 0 w w. 99.0 54.3 68.4 37.6 130.0 81.5 102.6 56.4 WIDTH (W) = ,I dr. by. HAMID 90.0 49.4 62.2 34.2 130.0 74.1 93.3 51.2 3" 6„ f 1 I I I ( I AT FRAME MULLION 2 82.5 45.3 57.0 31.3 123.8 68.0 85.5 47.0 3" _ „ 3 _ Engr: ARSHAO VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 ]> ODUC: REVISED as on/p ing b1 ith the Fkoida Building Code Acceptance No r ° ' • '.15,03 Expi.T&tkac Date WA-1M W 30° 36" 42" 48" 54" 60" 66" 72" 130.0 101.9 128.3 70.5 1 30.0 130.0 130.0 105.7 130.0 84.9 106.9 58.8 130.0 127.4 130.0 88.1 6" 130.0 72.8 91.6 50.4 130.0 109.2 130.0 75.5 6 96" 116.1 63.7 80.2 44.1 130.0 95.6 120.3 66.1 6„ 103.2 56.6 71.3 39.2 130.0 84.9 106.9 58.7 9" 9" drawing no. 7 l W03 -46 1Z0 92.9 51.0 64.2 35.3 130.0 76.5 96.2 52.9 TWO ANCHORS AT EACH SIDE THREE ANCHORS AT EACH SIDE OF MULLION OR JAMB OF MULLION OR JAMB Dv _ 84.4 46.3 58.3 32.0 126.6 69.5 87.5 48.0 JUL 1 a 2009 Rik: ai Gitdk i¢°°d13d;$ Co12i`S13 Y37�1.sr1 77.4 42.5 53.5 29.4 116.0 63.7 80.2 44.0 L sheet 6 of 9 TYPICAL ANCHORS SEE EIEV. FOR SPACING 0 44 c o 0. 0 I{i O a 0 ICI 1 1 0 0 MAX. SHIM W w w SEE SHEET 6 Qv TYPICAL ANCHORS SEE ELEV. FOR SPACING a O v d _ V_� Q 4 v V TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 METAL STRUCTURE 1/8" MIN. THICKNESS �z (.4.11.k% [ETAL STRUCTURES NOT BY RC ALUMINUM MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 1/4" HILTI KWIK -CON 11 (Fu =163 KSI, Fy =157 KSI) DIRECTLY INTO CONCRETE 1 -5/8" MIN. EMBED INTO CONCRETE TYPE '8'- 1/4" HILTI KIM-FLEX SELF DRILLING SCREWS (Fu =92 KSI, Fy =120 KSI) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T6 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE = 2 —1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1600 PSI MIN. SEALANTS: ALL FRAME CORNERS AND MULLION SEAMS SEALED WITH DOW CORNING 795 SILICONE. Eigr: ARSHAC VIQAR CIVIL FLA, PE # 38863 CA.N. 3538 JUL 1 3 2009 PRODUCT REVISED ss complying with the Florida `_31ilding Code A ccvptuut a No 0 Ex ___oz Date By Miami Dade Product Control Divniou 5.03 /20* FX -345 ALUM. c 0 N THIS SHEET V z z D NO CHANGE THIS SHEET D FOR 2007 F te N e N. N o 0 0 •-• a N. to Q O N O O 0 0 0 C J 10��- 1- I I a o u r j drawing no.l W03 --46 (sheet 7 of. —9-1 TYPICAL ANCHORS SEE CHART BELOW FOR CAPACITY MAX. SHIM SEE CHART BELOW D} WITH JAMB ANCHORS o N Da STEEL BAR REINFORCING OPTIONAL SEE SHEETS 4 AND 5 FOR CAPACITIES STEEL TO BE PAINTED OR PLATED AND SET IN MULLION CAVITY WITH SILICONE E r4 D.L. OPG. FRAME WIDTH 'v MAX. SHIM SEE CHART BELOW F; t r-^ D.L. OPG. he 4 TYPICAL ANCHORS SEE CHART BELOW 4° FOR CAPACITY ° o-0-- - -� JAMB WITH FRAME ANCHOR$ aD Da WITHOUT JAMB ANCHORS MIN. & MAX. GAP 2A R10 X 3/4" SMS/TEKS AT 18" 0.C. D.L. OPG. FRAME WIDTH EXTERIOR eD D e N Da MIN. & MAX. GAP (] WITHOUT JAMB ANCHORS 4 4 ° 4 4 4 44 4 PTIONAL JAMBS WITHOUT FRAME ANCHORS D.L. OPG. FRAME WIDTH METAL STRUCTURE 1/8" MIN. THICKNESS MAX. SHIM SEE CHART BELOW JAMB ANCHORS DESIGN LOAD CAPACITY - PSF 12" O.C. MAX. SPACING WIDTH (W) 3/8" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE TYPE 'A' TYPE 'B' TYPE 'A' TYPE 'B' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (4-) INT. ( -) EXT. ( +) INT. ( -) 30" 36" 42" 48" 54" 60" 66" 72" 143.0 143.0 143.0 141.0 143.0 143.0 143.0 117.0 143.0 143.0 143.0 101.0 143.0 128.0 143.0 88.0 143.0 113.0 143.0 78.0 143.0 102.0 128.0 70.0 143.0 93.0 117.0 64.0 143.0 85.0 107.0 59.0 SILICONE DOW CORNING 790 MIN. GAP = 0.0032 X FRAME HT. MAX. GAP = 0.750 IN. 6" 0.C. MAX. ANCHOR SPAC NG DESIGN LOAD CAPACITY = 143 PSF 5/8" MAX. SHIM SPACE Engr: ARSHA0 VIQAR CIVIL FLA PE # 38863 C.A.N. 3538 541,- JUL 1 3 NB TYPICAL ANCHORS SEE CHART BELOW FOR CAPACITY W 'ItODUCT REVISED as complying with the Florida 43t llfig Code A.c:ggaE No a E1t;gr io11 Date MinroiDedo Viaduct Control bivision 615.03 FAX. (305) 262 -6978 U Z (.t,l 6 > - 2=N N Z ;,3 ^� n M < Z L` Uo 3 ONO Q vi 0 L �l TEL. (305) 592-1515 c 0 0. 0 N m AMR ANCHORS RE\ 10 CHANGE THIS 5 0 LA 0 0 0 w a 0 a THIS SHEET 0 0 0 0 0 0 N O 0 O 0 0 O 0 0 O 0 0 0 La. � =1r-n 0 - N I 0 D U 0 0 0 • ° • L rdrawing no-.-1 W03 -46 sheet 8 of 9 3.250 1.150 .100 TYP. 3.000 3.000 3.000 4.375 FRAME HEAD /SILL C.J SNAP -IN COVER JAMB .250 GLAZING RETAINER HEAD /SILL 1.095 - .671 .062 -1.730 -� SNAP -IN COVER HEAD /SILL f-- .250 MATERIALS LIST ITEM NO. PART NO. FX345 -04 FX345 -06 FX345 -013 QUANTITY DESCRIPTION MATERIAL 6063 -T6 MANF. /SUPPLIER /REMARKS 1 2 2A AS READ. i FRAME HEAD /SILL ALUMAX OR EQUIV. AS REM. AS READ. GLAZING RETAINER (HEAD /SILL) GLAZING RETAINER (JAMB) 6063 -T5 ALUMAX OR EQUIV. 6063 -T6 ALUMAX OR EQUIV. FX345 -05 AS REQD. GLAZING RETAINER (HORIZONTAL) 6063 -T6 ALUMAX OR EQUIV. - -2B - 3 FX345 -09 AS REQD. FRAME JAMB 6063 -T5 ALUMAX OR EQUIV. 3A FX345 -012 AS REQD. ALT. FRAME JAMB 1 - 6063 -T6 ALUMAX OR EQUIV. 38 4 5 FX345 -049 AS READ. ALT. FRAME JAMB 2 6063 -T6 ALUMAX OR EQUIV. FX345 -01 AS REQD. FEMALE MULLION 6063 -T6 ALUMAX OR EQUIV. FX345 -02 AS READ. MALE MULLION 6063 -T6 ALUMAX OR EOUIV. 6 FX345 -07 AS REQO. SNAP -IN COVER HEAD /SILL 6063 -T5 ALUMAX OR EQUIV. 7 245FX011 AS READ. SNAP -IN COVER JAMB 6063 -T5 ALUMAX OR EQUIV. 8 WV -8215 AS REQD. GLAZING GASKET VINYL WIBORG 9 WV -3289 AS REQD. BULB WEATHERSTRIPPING VINYL WIBORC 10 - 2/ LITE SETTING BLOCKS (3/4" X 5/8" X 3 -1/4 ") NEOPRENE LOWE 11 - - SEALANT DOW CORNING 795 OR EQUAV. SILICONE AT EXT. GLASS PERIMETER 12 - AS READ. REINFORCING BAR (1/2" X 3" X 90 ") STEEL, A36 f MIN. Fy =36 K51, SILICONED IN PLACE 13 - 4/ CORNER FRAME ASSC.MBLY SCREWS -• #12 X 1 -1/4" PH SUS .125 TYP. 3.398 4.398 1.812 j-1.438 .100 TYP. .100 TYP. 3.281 2.808 3.275 3.281 4.531 4.531 GLAZING RETAINER JAMB 1.374 1.374 MALE MULLION 0 FEMALE MULLION FRAME CORNER �1.375 � 1.175 I 3.000 - -=} .125 TYP. 1.281 3.000 .870 3.281 .870 3.281 4.531 4.399 4.531 .100 TYP. 1.236 1.130 RADIUS CORNER Engr: ARSHAD VIQAR CIVIL FLA. PE i 38863 C. A.N. 3538 1.250 .313 1.397 1.150 .188 FRAME JAMB ALT. FRAME JAMB 1 JUL 13 2009 RODUCT REVISED r„aa;1}':.ybig with the Floods ui1,a ' -Ccde is. 03 cchg:?..+ I�la - I . EnhztiasDate QD14 By Mlu a 1'k eruct Cantu !?` ALT. FRAME JAMB 2 sheet 9 of 9 ) O 242 1/4" 5 1/4" 2 3/4" MAX. HEAD /SILL CORNERS 17 1/2" I 1 ttt-1 i Tit DOOR WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SERIES -RS240 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 2. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 2 1/2" 2 1/2" 2 1/2" CLUSTER OF 4 ANCHORS XO (SHOWN) OX i i i. I o- CLUSTER OF ANCHORS SEE CHART SHEET 3 FOR QUANTITIES 56 5/8" D.L. OPG. 62" FALSE MUNTIN OPTIONAL - --- I-I -- - — 'I 56 5/8" D.L OPG. 62 1/4" TYPICAL ELEVATION TESTED UNIT OXO (SHOWN) XOX (SHOWN) APPROVED CONFIGURATIONS DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). PANEL WIDTH i i. o- OXO (SHOWN) XOX (SHOWN) APPROVED CONFIGURATIONS DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). PANEL WIDTH OXXO (SHOWN) PANEL WIDTH JAMB CORNERS • LAMINATED GLASS LAMINATED INSUL. GLASS 1 LARGE MISSILE IMPACT l Engr: DR. HUMAV'OUN FpR000 STRUCTURES FLA. PE # 1.8557 C.A.h, 3539 PRODUCT REVISE° as Complying with the 17104 4.4 Building Code AcceptanceNo®� o zy3�, 02 •;ration Date mfr Iy AR 1 0 2009 my Miami BrodtuCt Z 0 2 a € n o ° I u. o f 1' �y 0 V C W M O oaca° o o r. E • O o W �LL W H - 0 J a), j- et 1 NG GLASS DOOR -RS240 ALUM SLI w CC N N C O c 0 u to i u z u 0 0 0 I- Q 0. a N o 0 0 p • o 0 0 0 • N m u 0 o 0 o 1 V p f drawing no j —J(sheet W03 1 of 101 8 1 a D o- OXXO (SHOWN) PANEL WIDTH JAMB CORNERS • LAMINATED GLASS LAMINATED INSUL. GLASS 1 LARGE MISSILE IMPACT l Engr: DR. HUMAV'OUN FpR000 STRUCTURES FLA. PE # 1.8557 C.A.h, 3539 PRODUCT REVISE° as Complying with the 17104 4.4 Building Code AcceptanceNo®� o zy3�, 02 •;ration Date mfr Iy AR 1 0 2009 my Miami BrodtuCt Z 0 2 a € n o ° I u. o f 1' �y 0 V C W M O oaca° o o r. E • O o W �LL W H - 0 J a), j- et 1 NG GLASS DOOR -RS240 ALUM SLI w CC N N C O c 0 u to i u z u 0 0 0 I- Q 0. a N o 0 0 p • o 0 0 0 • N m u 0 o 0 o 1 V p f drawing no j —J(sheet W03 1 of 101 8 1 a D DESIGN LOAD CAPACITY - PSF PART NUMBER QUANTITY GLASS GLASS GLASS 1 2400ST -038 TYPE 'A' TYPE 'B' TYPE 'C' PANEL WIDTH EXT. (+) EXT. ( +) EXT. (+) NOMINAL 000R HEIGHT INCHES INCHES INT. ( -) INT. ( -) INT. ( -) 30 4 80.0 80.0 80.0 36 - 80.0 80.0 80.0 42 6063 -T6 80.0 80.0 80.0 48 80 80.0 80.0 80.0 54 1 /FIX. PANEL 80.0 80.0 80.0 56-1/2 2400ST -024 80.0 80.0 80.0 60 9 80.0 80.0 80.0 66 - 80.0 80.0 80.0 30 6063 -T6 80.0 80.0 80.0 36 MEETING STILE 80.0 80.0 80.0 42 1 80.0 80.0 80.0 48 96 80.0 80.0 80.0 54 14 80.0 80.0 80.0 56-1/2 - 80.0 80.0 80.0 60 6061 -T6 80.0 80.0 80.0 66 SILL TRACK PLATE (5 -1/4" X 1/4" X 10" LONG 80.0 80.0 - 30 - 80.0 80.0 80.0 36 #10 X 1/2" 80.0 80.0 80.0 42 18 80.0 80.0 80.0 48 102 80.0 80.0 80.0 54 VINYL 80.0 80.0 80.o 56-1/2 BULB W'STRIPPING 80.0 80.0 80.0 60 - 80.0 80.0 80.0 30 Q250X270 80.0 80.0 80.0 36 26 80.0 80.0 80.0 42 WORLD IND. PRODUCTS INTL. 80.0 80.0 80.0 48 108 80.0 80.0 80.0 54 LOCK KEEPER 80.0 80.0 80.0 56-1/2 - 80.0 80.0 80.0 60 2400ST -040 80.0 80.0 - d z 5/32" TEMP. GLASS 3/8" AIR SPACE 5/32" TEMP. GLASS • .090 INTERLAYER DUPONT 'BUTACITE' PVB - 5/32" TEMP. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 2400ST -038 1 FRAME HEAD 6005 -T5 - 2 2400ST -039 1 FRAME SILL 6005 -T5 - 3 24005T -042 2 FRAME JAMB 6063 -T6 - 4 2400ST -028 1/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063 -T6 - 5 2400ST -029 1 /FIX. PANEL FIXED HORIZ. BOTT. RAIL 6063 -T6 - 6 2400ST -026 1 /MOV. PANEL TOP MOVING RAIL 6063 -T6 - 7 2400ST -027 1 /FIX. PANEL TOP FIXED RAIL 6063 -T6 - 8 2400ST -024 1 /FIX. PANEL JAMB FIXED STILE 6063 -T6 - 9 2400ST -022 1 JAMB FIX. STILE /LOCK STILE 6063 -T6 - 10 2400ST -041 1/ PANEL INTERLOCK 6063 -T6 - 11 2400ST -025 1 MEETING STILE 6063 -T6 - 12 2400ST -012 1 THRESHOLD COVER 6063 -T6 - 13 2400ST -011 - SILL TRACK ANCHOR 6005 -T5 6" LONG 14 2400ST -019 1 HEAD COVER 6063 -T6 - 15 2400ST -031 2 SILL TRACK PLATE (5 -1/4" X 1/4" X 5" LONG 6061 -T6 AT EACH END 15A 2400ST -031 3 SILL TRACK PLATE (5 -1/4" X 1/4" X 10" LONG 6061 -T6 AT INTERLOCK /ASTRAGAL STILES 16 2400ST-0.32 - MTG. RAIL THRESHOLD SEAL 6063 -T5 6" LONG 17 #10 X 1/2" 2 WEATHERSTRIP FASTENERS - - 18 V -027 - BULB W'STRIPPING VINYL FP -712 PROTOTYPE 19 WV -2310 - FLAP WEATHER SEAL VINYL WIBORG 20 V -026 - BULB W'STRIPPING VINYL FP -198 PROTOTYPE 21 W31265NK - FIN PILE W'STRIPPING - ULTRAFAB 22 Q250X270 - Q -LON W'STRIPPING - SCHLEGEL 26 100 -7101 2 /MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS INTL. 27 10- 0018XX 1 STANDARD SLIDE SET LOCK - WORLD IND. PRODUCTS INTL. 28 - 1 LOCK KEEPER - - 29 - - D00R BUMPER - 1" DIA. X 3/4" LONG 30 2400ST -040 AS REOD. INSIDE SCREEN TRACK 6063 -T6 - r 31 #10 X 1 -1/4" 2/ PANEL PANEL ASSBY. SCREWS ST /ST - 32 #10 X 1 -1/4" 2/ CORNER FRAME ASSBY. SCREWS ST /ST - 33 - 2 4 -1/4" X .060" X 6" LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 - - 5/8" X 1 -1/2" X .1" PLATE @ LOCK STILE BOTTOM ALUMINUM FASTENED WITH #8 X 3/8" FH SMS 35 V -061 AS REOD. GLASS CRADLE PVC IN SEGMENTS 3/16" HEAT STREN'D GLASS .090 INTERLAYER DUPONT 'BUTACITE' PVB 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 GLASS TYPE 'B' GLAZING OPTIONS 5/32" TEMP. GLASS 3/8" AIR SPACE 5/32" HEAT STREN'D GLASS .090 INTERLAYER DUPONT 'BUTACITE' PVB 5/32" HEAT STREN'D GLASS SILICONE DOW CORNING 995 GLASS TYPE 'C' OPTIONAL FOR GLASS TYPES 'A' & 'C' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 2 1 9 Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA- PE # 16557 C.A.N. 3536 MAR 1 0 2009 UDUC? REVISED as complying with the Florida Sledding Code Acceptance N 9-0324.0 2 Expiration z 0 CC a. 0 m v 0 cc LL z w 0. 0 w 0 V 3 67 w cn a< CO 0 W LL o- wrl� FAX (305) 262-6978 0 N • J c 0 V1 0 0. u 41 W W N m 4 0 0 0 0 1 a .0 0 0 0 ,c A 108.05.05 C 112.01.05 D 103.04.09 0 ?+ a m o O V ' o J drawing no. sI I WO3 -101 (sheet 2 of 8 ) :. l 0 u DES GN LOAD CAPACITY - PSF (ANCHORS) PANEL WIDTH NOMINAL INCHES DOOR HEIGHT INCHES 3/8" MAX. SHIM SPACE 1/2" MAX. SHIM SPACE 5/8" MAX. SHIM SPACE CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 8 ANCHORS ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS C EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. (4-) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 36 42 48 54 56-1/2 60 66" 80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.3 80.0 80.0 80.0 80.0 60.3 80.0 80.0 80.0 80.0 76.5 80.0 80.0 80.0 80.0 62.4 80.0 80.0 80.0 80.0 52.8 80.0 79.2 80.0 80.0 68.0 80.0 80.0 80.0 80.0 55.5 80.0 80.0 80.0 80.0 46.9 80.0 70.4 80.0 80.0 65.0 80.0 80.0 80.0 80.0 53.0 80.0 79.5 80.0 80.0 44.9 80.0 67.3 80.0 80.0 61.2 80.0 80.0 80.0 80.0 49.9 80.0 74.9 80.0 77.0 42.2 80.0 63.4 80.0 80.0 55.6 80.0 80.0 80.0 80.0 45.4 80.0 68.1 80.0 70.0 38.4 80.0 57.6 76.8 30 36 42 48 54 56-1/2 60 66" 96 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 69.3 80.0 80.0 80.0 80.0 58.7 80.0 80.0 80.0 80.0 72.9 80.0 80.0 80.0 80.0 59.4 80.0 80.0 80.0 80.0 50.3 80.0 75.4 80.0 80.0 63.8 80.0 80.0 80.0 80.0 52.0 80.0 78.0 80.0 80.0 44.0 80.0 �- 66.0 80.0 80.0 56.7 80.0 80.0 80.0 80.0 46.2 80.0 69.3 80.0 71.3 39.1 80.0 58.7 78.2 80.0 54.2 80.0 80.0 80.0 80.0 44.2 80.0 66.3 80.0 68.2 37.4 80.0 56.1 74.8 78.0 51.0 80.0 76.5 80.0 75.8 41.6 80.0 62.4 80.0 64.2 35.2 80.0 52.8 70.4 70.9 46.4 80.0 693 80.0 68.9 37.8 80.0 56.7 75.6 58.4 32.0 80.0 48.0 64.0 30 36 42 48 54 56 -1/2 60 102 80.0 80.0 80.0 80.0 80.0 80.0 78.3 80.0 80.0 80.0 80.0 66.3 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.3 80.0 80.0 80.0 80.0 55.2 80.0 80.0 80.0 80.0 68.6 80.0 80.0 80.0 80.0 55.9 80.0 80.0 80.0 80.0 47.3 80.0 71.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 48.9 80.0 73.4 80.0 75.5 41.4 80.0 62.1 80.0 80.0 53.3 80.0 80.0 80.0 79.3 43.5 80.0 65.3 80.0 67.1 36.8 80.0 55.2 73.6 78.0 51.0 80.0 76.5 80.0 75.8 41.6 80.0 62.4 80.0 64.2 35.2 80.0 52.8 70.4 73.4 48.0 80.0 72.0 80.0 71.3 39.2 80.0 58.7 78.3 60.4 33.1 80.0 49.7 66.3 30 36 42 48 54 56-1/2 60 80.0 80.0 80.0 80.0 80.0 80.0 74.0 80.0 80.0 80.0 80.0 62.6 80.0 80.0 80.0 80.0 75.6 80.0 80.0 80.0 80.0 61.6 80.0 80.0 80.0 80.0 52.1 80.0 78.2 80.0 80.0 64.8 80.0 80.0 80.0 80.0 52.8 80.0 79.2 80.0 80.0 44.7 80.0 67.0 80.0 108 80.0 56.7 80.0 80.0 80.0 80.0 46.2 80.0 69.3 80.0 71.3 39.1 80.0 58.7 78.2 77.0 50.4 80.0 75.6 80.0 74.9 41.1 80.0 61.6 80.0 63.4 34.8 80.0 52.1 69.5 73.6 48.1 80.0 72.2 80.0 71.6 39.3 80.0 58.9 78.5 60.6 33.2 80.0 49.8 66.5 69.3 45.3 80.0 68.0 80.0 67.4 37.0 80.0 55.5 74.0 57.1 31.3 80.0 46.9 62.6 Ertgr. OR. HUMAYOUN FAf2000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 $PtODUCFRLVISED as complying with the Florida Building Code Acceptance No0 -03 2.1/• 0 2 Expiration Date 3, _ 0,:.1 • 1 14 nn y Z h O z $ Q g n ei O R. it 0 X CC 0 a O ; a CY w a pa'aa a • 03 vig O N Q w3LL 6 la Ii SERIES -RS24O ALUM SLIDING GLASS DOOR O c O .N O THIS SHEET NO CHANCE THIS SHEET UPDATED FOR 2007 FBC a) O 0 0 0 0 N 0 0 O 0 0 0 0 a Ml 0 CO eat 0 0 0 1 0 a D E ((C7 �T drawing no. W03 -1011 (sheet 3 of 8 DOOR HEIG M TYPICAL ANCHORS IN CLUSTERS @ MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES 1 BY W00D BUCK 4 a d a 44 a a d C. a 0 E 1 I II 1 II II 1 II II 1 MAX. SHIM SPACE r- II I 1 II 1, SCREEN 1 e _ Ar4 ~ ulusr/ /..!-//smiri I- d ° a °° a a a W1J d W2 a 4 1/4" X 3/4" SCREWS a 4 °a TYPICAL ANCHORS IN CLUSTERS @ MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES a 1 II 1 Il I 1 1 1 0 14 Z W ce N L- �— TYPICAL ANCHORS IN CLUSTERS OF 4 @ MTG. STILE & INTERLOCK ENDS a 4 4 A • ° a 4 n 4 a HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY R.C. ALUM MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN CLUSTERS OF 4 @ MTG. STILE & INTERLOCK ENDS SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT. LOCKS: SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41 -1 /2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. WEEPS: W1 = 2 -1/2" WEEP NOTCH AT SILL CENTER W2 = 7/8" NOTCH AT EACH END Engr: DR. HUMAYOUN FAR000 STRUCTURES FL 4. PE ij 16557 C.A.N. 3538 MAR 1 0 2009 REVISED us complying with the Florida Building Code Acceptance No 24.0 L Xxl iration Date ti , Product Control (Z 0 a2 CC O o a C O U 0 C 14 W M O d O �I"a CC 0 < W J 0MQ Q O O v1 W TEL. (305) 592 -1515 c 0 .> O W ec cW O m a "1 • 0 0 METAL EDGE DST. ADDED NO CHANGE THIS SHEET UPDATED FOR 2007 FBC v 0 0 41 00 O O CO 0 — U1 0 a 0 0 0 oe ID U 0 • a r Ci .0 ° J.Y drawing no. W03 -101j (sheet 4of 8 TYPICAL ANCHORS IN CLUSTERS @ MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES 2BY W000 BUCK OR W000 ST�RE' ?C) r I i_ TYPICAL ANCHORS IN CLUSTERS ® MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES MIAMI -DADE COUNTY APPR'D MULLION SEE SEPARATE NOA J L� TYPICAL ANCHORS IN CLUSTERS © MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ METAL STRUCTURES TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 1/4" DIA. HILTI KWIK -CON 11 (Fu =163 KSI, Fy =157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. TYPE '8 1/4" DIA. HILTI KWIK -CON 11 (Fu =163 KSI, Fy =157 KSI) DIRECTLY INTO MASONRY OR CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO BLOCK TYPE "C7 1 /4" DIA. TEKS OR SELF DRILLING SCREW$ (Fu =92 KSI, Fy =120 KSI) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. Engr: DR. HUMAYOUN FAR00Q STRUCTURES FLA. PE a 16557 C.A.N. 3533 MAR 1 0 20099 w a a MAX. SHIM PRODUCTRirVISED as Rand* Code complying with the Florist Acceptance N49 -032 y. 6 2 77pindimsDate ;ti /e . /y r o �y�, I, J MI FAX. (305) 262 -6978 TEL (305) 264 -8100 SLIDING GLASS O VI CC g aj N N M J LL of o� u7 N N N 0 en •> c 0 U u) UPDATED FOR 2007 FBC 0) 0 0 0 0 a 0 drawing no. W03 -1011 (sheet 5of 8 PANEL WIDTH 5/8" MAX. SHIM D.L.O. r 10 27 WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM I MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" X 3/4" SCREWS DOOR WIDTH D.L. OPG. PANEL WIDTH TYPICAL ANCHORS SEE ELEVATION FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE TO JAMB FIX. STILE METAL STRUCTURE 5/8" MAX. SHIM EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING —] r 1 4 4 PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK 5/8" MAX. SHIM D.L.O. DOOR WIDTH wJ ai II ;j:' !: ■a Engr: DP. HUMAIO&'N FAROOQ STRUCTURES FLA. PE S 16557 C.A.N 3538 I, / MAR 0 2009 7 9 'RODUCFREVISED ails Bnil� Cod � the Florida A� ..toY - 03 z�l.oz rte_ i aDate ZJ . 0/4/ ITV o oI 2.• Z O W � w ZQ cV Z u-; N N Z • O.' t W 00a c. La CeN ALUM SLIDING GLASS 0 .5 L 43 0 to 0 0. 0 to N 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED FOR 2007 FUG .0 0 0 0 0 0 0 0 0 0 0 11 0 T a O Y O V �. �9J o drawing no. W03 -101 (sheet 6of 8 j -..- .543 PRODUCT REVISED as complying with the Flrlrid.: Building Code �_ Acceptance N Ix d 3 zy. 0 2 Expittttioil ba ankh 7. o Kf 5.499 5.016 2.235 1.913 I4I 1.475 I AL- FAROOQ CORPORATION 1 ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 264 -8100 FAX. (305) 262 -6978 ) 1.875 .625 �2.493� �3) INSIDE SILL TRACK ..062 I 2.085 2.187 . - .344 '14 HEAD COVER ---�I /t/ `.) FRAME HEAD - 2.684 -.260 3.000 .078 2,647 1.768 .100 4.562 2.062 1.906 .078 1.764 - 1.000 LOCK 1.564 .078 1.723 A 1.613 -3-1.374 -3-1.374 1.374 FIX. TOP 001.391 Ij .062 d 1.391 - 1.274 STILE SERIES -RS240 ALUM SLIDING GLASS DOOR (L.M.I.) R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. (305) 592 -2184 .500 1 (L� 0 RAIL - .344 I- �° iJ MOV. --J 1.569 TOP RAIL 1.906 2.531 11 Fes- -1.606 - �I MTG. STILE 1.718 -.-1.569 .078 1.913 2.594 1.684 - .500 2.313 062 .500 2.378 .062 1.396 d 2.211 1.828 .125 1e_s 1.792 9 10 2.750 INTERLOCK I ` ) (revisions: )� C O a 'di -a F NO CHANGE THIS SHEET W1 cn an r o U Z REV. PER BCCO COMMENTS }I [UPDATED FOR 2007 FBC - 1.063 1-1.250 d - 1.674 FIX. BOTTOM RAIL ® MOVING 1.374 --I BOTTOM RAIL 1.564 .094 4.574 .090 d TYP. 1.076 8 8 FIXED 3 1.000 STILE - . n o o o a 0 0 0 0 - `� 0 0 4 0 o .125 TYP. .250 - 250 3.375 - Y FRAME JAMB i a m v a 2.520 .062 TYP. .437 2.688 (r. by: HAMID J BY ri,...,.'�/.• ,, i Engr: 0R. HUMAYOuN FAR000 STRUCTURES FLA OE # 16557 C.A.N. 3538 '.' ;,,': �n ' ' n - 1.375 .250 .5�r87 .687 /" r MAR 0 200 - T 5.562 i 3 SILL - 1.234 ANCHOR drawing no W03 -1011 U FRAME SILL f 2.498 1 z THRESHOLD COVER sheet 7 of 8 • FRAME TOP CORNER FRAME BOTTOM ORNER PANEL TOP CORNER PANEL BOTTOM CORNER Engr: DR. HUMAYOUN F4R000 STRUCTURES FLA, PE ,g 16557 C.A.N. 3538 0 2000 PRODUCT' REVISED as complying wilt bite Florid Bwldirtg Code Acceptance No I ' ` 0 Expiration Date • ✓ 0 /$1 ElY „' 41107 Mi; ' e ado Prodaet Div" • n Y. 02 Z 1. O 1- '4 d 2 t: IZ o 1 0C-3 1 08 O W C O 0 a' -I a a O c tal O N Q W 3 4. N Wul -o ZlS1� .; a A�y Q • Wri20 0 N 3 a x r 6 .0 a Q1 v , ( ) drawing no W03 -101, (sheet 8 of 8j 4 1/2" MAX. HEAD /SILL CORNERS 39 3/8" MAX. FRAME WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE ABOVE. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ACTIVE 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (x) c0 N X 4 1/2" MAX. HEAD /SILL CORNERS 75 3/8" MAX. FRAME WIDTH 2 1/2" 2 1/2" 2 1/2" FRAME HEIGHT a _ ;1 /T\ \ / \ \ \ \ \ \ \ \ \ //: \ '/ ` // ,' / / / / / / / / / -- -rt 1 / / 11 / II -A- 'r/ Ai (F } D.L. OPG. I I J / ( \ / fI / = f= aF = = == / 11. / 1A1 11 ' err'- -- IF' \ it \ +` \ it \I I 77.-71- 11 \ 11 \ I \ \ / ACTIVE INACTIVE SURFACE APPLIED FALSE MUNTINS MAY BE USED a m Q MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF AS ALLOWED BY FBC 25 11/16" O.L. OPG. 72" MAX. DOOR OPNG. WIDTH 25 11/16" D.L. OPG. cri mcE az 0 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Engr: ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with fie Florida Buildi g Code Acceptance No 0 Expirufi Ey Mimi Da - Product Control U ce COMP -ANL\WO rs IL W ?I= N to 2 Z in r. I a i. ~ M rn CI ro • J • J t. o < Z L" o - M N w ▪ V g N IZaN 5 r- 00 N 0 X vi 0 .> 4, r C O a. U N a� v z 0 0 U 0 U m a GENERAL REVISION REV. PER BCCO COMMENTS U W C) a a 0 O a 0 0 0 0 0 0 < m U 0 0 N 0 x n'" u c L � drawing no. W04 -37 ,sheet 1 of 10) DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WIDTH -W1 INCHES WIDTH -W2 INCHES DOOR HEIGHT -A INCHES GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) /INT.( -) EXT.( +) /INT.( -) / II - II _ / 11. / I/ 1 I I \ I I \ I \ \ 24 80.0 80.0 63 -3/8 30 B 3/4" 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 81 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 85 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 91 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 24 97 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 w1 FRAME WIDTH m N • Z x w 1. 4 ct 0 0 O 39 3/8" MAX. FRAME WIDTH 33 3/8° D.L. OPG. 12" MAX. HEAD /SILL F TRANSOM HEIGHT SEE CHART AT LEFT FRAME HEIGHT SURFACE APPLIED FALSE MUNTINS MAY BE USED 1i /1/ /7/ I II II B r / II 11 It / - -II II/ I( Ai / / / II - II _ / 11. / I/ 1 I I \ I I \ I \ \ ACTIVE \ I 25 B 3/4" I� O.L. OPG. 35 3/4" MAX. LEAF WIDTH ( o / x ) W1 (SINGLE DOOR FRAME WIDTH) = W1 + 1 -5/8" 2 4" MAX. HEAD /SILL CORNERS N z M N to W 0 0 75 3/8" MAX. FRAME WIDTH 69 3/8" 12" MAX. HEAD /SILL i II II I 11 TI II II II II II II I /II'I / //. / I✓ II II II II II II IL IT II II II II / it 11 / 11, == if f = = II / \ I __\==1E==== = 1E = = == \ I \ / SURFACE APPLIED FALSE MUNTINS MAY BE USED 25 11/16" D.L. OPG. 25 11/16" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH Engr: ARSHAD VIQAR CIVIL FLA. PE f 38863 CAN. 3538 MAY 0 6 2009 4" MAX. HEAD /SILL CORNERS N Q y m \a a to N PRODUCT RENEWED as ccanplying with the Florida Building Code Acceptance No O Etcplrati MMii'ami Da Division 603og..�.o. eo(4 e Product Control z O i- Z d2 a> N W i6 C 0t O G d O'0wM O U .Q • C at It WU1- 0Ma d w�2 0 N 0 ENTRANCE DOOR (L FAX. (305) 592 -2184 J l.- c N c O O 0 a 4, N V z W 0 0 0 0 a it GENERAL REVISION REV. PER BCCO COMMENTS ENCR. NAME .o 0 v O 0 O 0 O O 0 0 0 .c CD U O 0 O 11 "Na u W drawing no. W04 -37 (sheet 2 of 10) DESIGN LOAD CAPACITY - PSF SIDELITES v SEE CHART AT LEFT 2 1/2" GLASS TYPE SIDELITE WIDTH FRAME HEIGHT A' & 'B' INCHES INCHES EXT.( +) /INT.( -) 36-1/4 80.0 38 -5/8 j 80.0 a 81-5/8_ 80.0 /I \ 43-1/4 80.0 36-1/4 80.0 38 -5/8 85 -5/8 80.0 41 -1/4 80.0 36-1/4 D.L. OPG. ' r J 1 1 1 1 1.__ 80.0 I 1 // , Ay --t1 it 91 -5/8 80.0 38 -5/8 / 11 / / \ — — \ \i = = =aF 36 -1/4 97 -5/8 80.0 2 N N 0) 2 1/4" MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2" 2 1/2" FRAME HEIGHT o 01 a 0 0 II II It II - - -u - -- 11 I1 II II 11 �1 11 / I 1 1 I i I SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8" MAX. DOOR FRAME HEIGHT = 97 -5/8 ") FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. D.L. OPG. (0) 75 3/8" MAX. 2 1/4" MAX. v SEE CHART AT LEFT 2 1/2" FRAME WIDTH - H SEE CHART AT LEFT I I L X i . • — HEAD /SILL CORNERS ill_ 2 1/2" @.) Ili a /I \ --. // '/' // \ // FRAME HEIGHT 91 5/8" I ' / / 11 / I/ \ \ \ \ \ // \ ,/' // // / / \ / D.L. OPG. ' r J 1 1 1 1 1.__ - - - - -- I 1 // , Ay --t1 it ' - - -- - -- - -- / / 11 / / \ — — \ \i = = =aF II H/ V, V-/- - -- i, N i 1 1 n- -- — I I i\ 1 \ # / / / / // / INACTIVE \ % ACTIVE rllr 8 TTT \J D.L. 111 OPG. I 25 11/16" l,lf I 25 11/16" 111 D.L. OPG. io — D.L. OPG. D.L. OPG. 72" MAX. NG. (oxxo) Engr: ARSH.AD VIOAR CIVIL FLA. PE # 38863 C.A.N. 3538 MAY 0 6, 2009 PRODUCT RENEWED as complying plying with the Florida Du iding Code Acceptance No 0 Expiration Date Fly Miami Division Product Control 2� 0 N h M I d 0 J Z 0 O U .J O O W Z w 2 J i CC W W N • c 0 L FAX. (305) 592 -2184 c 0 a 0 N d 0 W i 0 0 U 0 w GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. 0 .0 0 0 0 0 co 0 0 0 cC 0 0 0 0 0 0 0 0 0 0 ii I. dr. by: HAMID drawing no. l W04 -37 sheet 3 of 10 LOCK OPTIONS SINGLE DOORS: OPTION #1: 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36° FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION IN2• 3 POINT LOCK SYSTEM BY ' HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS: OPTION #1: ACTIVE LEAF; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32° FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM OPTION #2: ACTIVE LEAF' 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS 11/16" MIN. TYP w 5 SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'A' 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8° HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 cek 0\ W \ w / GLAZING DETAIL AT DOOR LEAF GLASS TYPE 'B' GLAZING OPTIONS Engr: ARSHAD VIUAR CIVIL FLA. PE f 38863 C.A.N. 3538 MAY 0 6 2009 GLAZING DETAIL AT SIDELITE PRODUCT RENEWED as Con plying with the Florida Bui :di Ei; Code A:.;cpta 'No0 Product Control 20 J z O �- F.w a2 re O O w re 0 t d. 0 �O m > O aao O E a O w � ' N - J OM. L• i E FAX. (305) 262 -6978 00 0 —J cc 0 RIES RD45 ALUM ENTRANCE D c .5 J Lj (305) 592 -2184 X CN o 1) 0 0 M c 0 0. 0 N a) 0 GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. a 0 0 0 0 0 70 0 0 0 0 e 0 V 0 O 0 scale: 3/8" a 1• dr. by: HAMID drawing no. W04 -37 (sheet 4 of 10) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING If 1/2" MIN. THROW BOLT PENETRATION 00 co d TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 61I 18Y /-WOOD BUCK AMIN TYPICAL ANCHORS SEE ELEV. FOR SPACING s �._ 28Y WO BUCK OR r OD STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2 METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. HILTI K IK -CON t{ (Fu =163 KSI, Fy =157 KSi) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KS MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. Engr ARSHAD VAR CNIL. FLA. PE / 38963 C.A.N. 3533 mAY 0 6 2009 PRODUCT RENEWED as complying with the Florida Building Coda Aosp4mimo Fn 63.. O.0 Explsat onD e.4 Dy Mignsi Dad Div isVta oduct Control m O N • ti r o Ca O '6 t va m Oaa a O r- • 0 4 3LL h :I 0 a 4 W l FAX, (305) 262-6978 0 0 c } -J 0 0 W 0 z w u7 Ix W ww V) Of 0 0 ui c 0 N v 0 0 tn L 0 u 0 0. 0 v z Z 0 0 0 m Li z W O 0 0 O 0 ai 0 0 0 O 0 0 O 0 0 9 8) e; 3 N drawing no. W04-37 sheet 5 of 10, TYPICAL ANCHORS SEE ELEV. FOR SPACING d ° d n 1/2" MAX. TYPICAL ANCHORS SEE E V. FOR ACING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR LEAF WIDTH -t- 28 WOOD B CK 0 FRAME WIDTH (X) 000 STRUCTU LOCKS SEE SHEET 4 FOR DESCRIPTION 1 /2" MAX. SHIM LOCKS SEE SHEET 4 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK (XX) Engr: ARSHAD VIOAR CIVIL FLA. PE # 39963 C.A.N. 3538 MAY 0 6 2009 METAL STRUCTURE 1 /4" MAX. SHIM PRODUCT RENEWED as complying plying cwith the Florida Building Cod Accoplance No O" "0430.0 Expiration Dale ._C- 9,2e By Miami Da +: Product Control flic�: u: Sl I1» z n O 1— F W E CC 25 13 O W a. ft 0 O � ✓ o O't>° >"' 8 p a. .ea • N p IC W LL 10 JO (Dm< O w U 1- Z w in d' ce w W La w COMP— ANL \W04 -37RC] I N m N 1f O w r- N O co C O Q v co GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. A N v 0 0 m 0 0 co 0 0 co Ci 0 O O 0 O O a C m V dote: 05 -09 -04 M O D Y u '4 d owing no. ') W04 -37 (sheet 6 of 1 O) ANSOM HEIGHT TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 J O 2 SHIM SPACE (O /X) (O /XX) #14 X 1" SELF DRILLING SCREWS AT 4" FROM ENDS AND 12" O.C. MAX. 4 e 1/2" MAX. GAP D.L. OPG TRANSOM WIDTH EXTERIOR ELngr: ARSHAD VIOAR C:ViL FLA. PE 11 38863 C.A.N. 3538 MAY 0 6 2009 RODUCT RENEWED complying with the Florida talk:ling Cede c:cpt�u.ce Igo 1770640.0 ixe.$iORDate 9,2oi y iax n D + W Product Control :vision J Z 0 • 2 CC O O W 0 1- ✓ o M C°0,m O aQ0 O NEE Q uJ a Y. j co� rl J¢ Q W E TEL (305) 264-8100 Cr r` M I d 0 3 2 0 v J 0 z W_ Z .�Q D Z ,(7 00 N FAX. (305) 592 -2184 TEL. (305) 592 -1515 c ) c 0 0) 4- c a o. CA u 5- W 2 7 0 U 0 0 a GENERAL REVISION REV. PER BCCO COMMENTS go 0 0 0 0i co 0 a_ 0 05 0 0 a 0 v 0 ;0 0 I. 0 a uu drawing no. W04 -37 sheet 7 of 10) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ° TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2° MAX. SHIM 1/8" MAX. SIDELITE WIDTH EXTERIOR D.L. OPG. LEAF WIDTH DOOR FRAME WIDTH (DOOR W/ SIDELITE) Engr: ARSHAD VICAR CIVIL FLA. PE. # 38863 C.A.N. 3538 (AY 0 6 2009 PRODUCT RENEWED as complying with the Florida Ouildirg Code Accaptor No0 ' Q O.O Expiration ation Date /4u(6.UST 9,2 14 By Miami ads Product Control DiivScitin 8 0 _J O u, N FAX. (305) 592 -2184 TEL. (305) 592 -1515 C O 0. 0 0 z 2 0 0 CO 0 CC a GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. G1 0 O m 0 Sri 0 O m 0 0 dote: 05 -09 -04 u u; W04-37 (sheet 8 of 10) drawing n o. COMP- ANL \W04 -37RC) ITEM # NUMBER REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 3.770 125 3.750 .100 E1 RD45 -023 1 FRAME HEAD 6005 -T5 - 3.000 090 2,125 i 4 1.8113 4.000 938 E2 RD45 -024 1 FRAME SILL 6063 -T6 - AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305) 262 -6978 1.625 2.1125 1 E3 RD45 -022 2 FRAME JAMB 6063 -T6 - TYP E4 RD45 -004 1 /LEAF TOP RAIL 6063 -T6 - E5 RD45 -021 i/ LEAF BOTTOM RAIL 6063 -T6 SIDELITE 1.090 TYP. .572 HEAD /SILL TRANSOM JAMB E6 RD45 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005 -TS - Ix = 2.610 Sx = (DI E7 RD45 -002 2 VERTICAL JAMB STOP 6063 -T6 TRANSOM Ix = 1.988 +N \4 Sx = 0.873 +N \3 SIDELITE JAMB HEAD /SILL IN 4 1.875 \ 1.363 IN DOOR HEAD �I Et 1 E8 RD45 -010 AS REQD. GLAZING BEAD (LAM. INSUL. GLASS) 6063 -T6 E9 RD45 -007 AS REQD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - El RD45 -017A AS REQD. LOCK STILE ACTIVE LEAF 6005 -T5 - Ell RD45 -014 AS REQD. SIDELITE HEAD /SILL, TRANSOM JAMB 6005 -T5 1.812-1 E12 RD45 -015 AS REQD. JAMB AT SIDE LITE, HEAD /SILL AT TRANSOM 6063 -T6 - 1.688 1.250 � E13 RD45 -016 AS REQD. SNAP COVER 4.209 .100 .115 II 1.470 El9 RD45 -029 AS REQD. INTERIOR SNAP COVER - _ E20 RD45 -030 AS REQD. ANCHOR CLIP, 8" LONG 6063 -T6 I 1.750 M1 RD45 -M01 4/ LEAF HINGE ASSEMBLY 6005 -T5 - ' 062 2.025 -a SNAP COVER M3 RD45 -M03 AS REQD. FLUSH BOLT AT 3 POINT LOCK - - I c ) 1 4.000 2.115 2.187 1 M14 W31384NK AS REQD. WEATHERSTRIPPING SERIES RD45 ALUM ENTRANCE DOOR (L.M.L) R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. (305) 592 -2184 1 .156 - - M20 - 3/16" x 1/2" x 4" SETTING BLOCK. - 6" FROM EACH END M21 - 1/2" x 3/4" x 4" SETTING BLOCK. - 6" FROM EACH END & MIDSPAN E6 4.125 HINGE STILE INACTIVE LOCK STILE RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -TS •184 j_ 1 LJL 875 BEAD GLASS) E3 L-1.687 --=, Ix FRAME JAMB Sx .156 = = 2.262 IN \a 1.024 IN \3 M25 W31421NK AS REQD. WEARHERSTRIPPING VI Q375T270 DOOR W'STRIPPING FOAM Q -LON 1.246 GLAZING EB (LAM. INSUL. V2 V -059 OFFSET BULB VINYL WSTP. PVC 4.209 .100 V4 V -009 W' BULB STRIPPING PVC WIBORG, WV -3289 V5 V -065 PEROXIDE THREAD -IN FINGER - TREMCO r-1.750-<=-1 1.750 S2 AS REQD. 03/8 " -16 X 2" LG. FULL THREAD HX.HD.. - 1 PER CONER S3 4/ HINGE #12 - 24 X 3/4" LG. PHIL. F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS 4.000 .100 S6 AS REOD. #12 X 1 -1/4" LG. PHIL. SMS. ST /ST ASSEMBLY FASTENERS .552 J� 9 SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION - 3.125 4.125 Eta ACTIVE LEAF LOCK STILE 1.246 9 875 N 5 `�" description NO CHANCE THIS SHEET I GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. -1 -• .562 I I r GLAZING BEAD E9 (LAM. GLASS) II --I --.562 E4 TOP RAIL 7.750 .100 1_1.8701 , 6.875 1.875 .860 1.375 a E19, INTERIOR .062 4- 1.995 -m SNAP COVER .875 .070 o 0 0 0 o 0 - 0 0 0 o 0 0 �-- .188 3.750 c ` ° ,° , J E2 FRAME SILL I dr. by: RAMIE) J .5001 r- 3.570 Engr: :.RSIiO VIQAR FLA. FE CIVIL ii 38863 C.A.N. 3538 AY ®6 2009 It � I csildinv Code Accents sCe piraticn By Miami Dade D,viuon �g with the Florida DIo0" Bate Product Contra 062 1.844 .542 .447 L1.750-J E5 BOTTOM RAIL .156 E20 ANCHOR CLIP drawing no. [W04-37 .625 ---1 E7 VERT. JAMB [--- STOP sheet 9 of i Q) DOOR TOP CORNER DOOR BOTTOM CORNER TRANSOM TOP /BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER 1" X 2 -1/2" X 1/4" ALUM PLATE LEAF TOP CORNER 1" X 2 -1/2" X 1/4" ALUM PLATE LEAF BOTTOM CORNER Engr: ARSHAD VIQAR CIVIL FLA. PE y 38863 PRODUCT RENEWED CA.N. 3538 as complying with the Florida Building Code - pa30.� Acceptance No Expiration Date 1" `, 2O MAY 0 6 2009 By - ---9 -& Miami Dade Pr uct Coniro ( U° J J 0 0 w U a — Z w SERIES RD45 in c O '5 aJ a O 0 c O Q N W 0 N_ 1 WZ 0 2 GENERAL REVISION NO CHANGE THIS SHEET 0 W T a) O v O O 0 0 co 0 0 O O0 0 0 O 0 0 0 0 0 0 0 0 0 rn x T c ) drawing no W04 -37 sheet 10 of 10