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WS-14-1234Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-216656 Scheduled Inspection Date: August 12, 2014 Inspector: Rodriguez, Jorge Owner: FARINAS, ELIO Job Address: 183 NE 110 Street MIAMI SHORES, FL 33161-7048 Project: <NONE> Contractor: HOME OWNER Permit Number: WS -6-14-1234 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1121360040160 tsuiming uepartment comments CHANGE 1 FRONT WINDOW AND 1 FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed(CREATED AS REINSPECTION FOR INSP-214080.Open up header on "y°u� door to inspect. Supply letter from Eng./ Arch for structural attachment of 2 X used on door Failed /0��`�'r'' �AC �sve�vS.! Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 11, 2014 For Inspections please call: (305)762-4949 Page 16 of 39 Claudio A. Joffe, PE No. Reg. 28531 13620 SW 81 ST MIAMI FLORIDA Tel: (786) 380-5652 AS BUILT CERTIFICATE July 3e, 2014 Miami Shores Village 10050 N.E. 2nd Ave. Miami Shores Fl Re: Structural attachment Mr. Elio Farinas 183 N.E. 110 St. Miami Shorese F133161 Permit Number: WS -6-14-1234 Dear Sir: I hereby attest that, the structure is structurally sound and the work satisfies the requirements of the code in effect, 2010. My statement is based on the following detailed, methodology procedure: DOOR: The existing door was removed and it was located a door with the same width, but lower than the existing, then was located a 3"x 6" S.P. Y.P. No.2 P.T.wood along the above opening. This 3"x 6" was tied to existing concrete tie beam with Y4"x5"tapcon @4" o.c. at panel edge and 8" o.c. at intermediate. We certify that the components described above were field investigated to the best of Our ability. This certification is limited to the components listed above. i Claudioofre P.E. BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 201® Master Permit No � � / % — /a?3Y Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE CONTRACTOR ❑ CANCELLATION SHOP DRAWINGS JOB ADDRESS: 19? 'eve //0 S City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: 11-2136-00!V-40160 Is the Building Historically Designated: Yes NO _CX Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ �.�2? , �Ctfi rlc�S Phone#:67&6) ZSS 00 76 e City: ,,,'W ,e'Cz,I-V s fj o State: / Zip: 3,31G/ Tenant/Lessee Name: Phone#: Email: ea" CONTRACTOR: Company Name: '(3C4_ in � Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition /❑ Alteratiorn�) F-1 New [ Repair/Replace ❑ Demolition Description of Work: G rl4A.P le Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Notary Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR- IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of & d , 20 Ly , by )G i d �f3Jd/ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign Prin sra MY COMMISSION # EE 052215 My Commission Expires:^= EXPIRES• March 21,2015 W-80 i Thu Ndwy Public Undowriim 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 (RevisedO2/24/2014)(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Clerk 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: �� DATE: ADDRESS: /83 Oove /rte S 7'`� i�'7��t � � ` �'•�� Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws oft e State of Florida, FS 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 J5�1° 2. 1 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 3. 1 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. c� �-. Initial �- ° � ° 4. 1 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. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial° 6. 1 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 ° L 7. 1 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. 1, 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 8. 1 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 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building odes, and zoning regulations. Initial 4�- - 10. 1 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.mvfoddalicense.com/dbpdoro/Cilbfiindex.htmi Initial 11. 1 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: %I- 0,,��-- �P /��P/I f fn(� f a Initial 12. 1 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 ee::2 7 -- 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 returned 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 day of —,20 Z— Bwho was personally known to me or who has Produced there License or OWNER identification. NOTARY s CONCEPM VEGA MY COMMISSION 9 EE 052215 EXPIRES: March 21, 2015 `�¢qr Bonded TNu Nfty Pubic Urns fromArand Day Residences oil GARGE FLORIDA I ROOM KITCHEN 305 365 1728 LIVING iLROOM ful, Elio Farina 183NE110S1*M1aM1fi33161 o 05109/2014 10:33 #774 P.0011001 L A:WA 1q-h2:Mt4 Miami ShcreiVFflaq6 APPROVED BY ZONING DEPT BLDG DEpT SUBJECT TO CCMPLIANCE WT�ALL FEDERAL Y STATE ANL) CMWY RULES AND REGULATIONS, I 4r BATH ROOM BEDROOM V BED ROOM M11" WHROOY iEDROOM M11" AL~FyAROOQ CORPORATION%-%- CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FIC 2010 EDITION 1. Client 2. Project Name 3. Project Address 4. County (Based on data supplied by client) ELIO FARINA • FARINAS RESIDENCE : 183 NE 110TH ST . MIAMI SHORES FL 1.11 1 . MIAMI DADE 5. Building Height 15 FT. 6. Building Dimensions : Length 53.40 7. Building Roof Slope ❑ Flat 8. Risk Category ❑ I STATE FT. Width 55.25 FT. 33161 ZIP N Slope ( See Figure 1 below) NII El III &IV AFC S - &b ilK BHA, ILf —lim, Risk category 7' applies for non essential buildings. e.g. storage facilities etc. Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Fiaure 1: Flat roof Sloped roof V (i 9 2014 JAVAD AHMAD, P.E. 8 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroocIPafceng.com ELIO FARINA FARINAS RESIDENCE 183 N.E. 110TH ST. MIAMI SHORES, FL. 33161 Coefficient Kh 0,85 I I Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (lb/ft"2) 56.64 Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 100.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kz 0,85 Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (INW) 56.64 Component Size Mark Comp Type W (in) H (in) S (in) A ft"2 Gcp Coefficients Z4+ Z5+ Z4- Z5- Gcpi Coeff. Pos Ne Design Wind P ur " Z4+ Z4- Z5+ Z5- In Zone ALL Other 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 1 40.1 -53.7 Z5 requlr"ed %s6r� Pressur-es P--te, ASCE 7-/o `Lone. S t +40. I Ps - S3--7 Ps F ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Sea/ Engineers Name And Signature Design Date Design Reference Number 5/8/2014 3:12:20 PM Miami Shores Building Department Product Approval Schedule / Com arison Chart Address: lf3,,6- l/O 97- Permit No. O nlag Desai tion of Window Product Acceptance Product Approval • Opening Desi' Don O `oalu : 3hut,ier Rega€red Mullion Required Im act or Door or Mullion Number. Design Pressure Pressure 2 Y--rs7FF— 'Yes o YeS o X rte! - SO ' 1-Y. aq i® EZ ' ®. / —S.3.7 z Slare- a-lowilel 1-3 ,zz-. 9d:-iQV -AJO - 619W,/ -S-3 /g K Z r.� %sem _ 2 /6 • ®2 ! �+ — ® 'ro®! -- 53. x c� �-- Miami -Dade County - Building - y Miami -Dade County Building Product Information for N.O.A. 13-0114.09 NOA 13-0114.09 IN (library/nroductcontroYnoa113011409.ndf ) File Classification High velocity hurricane zone Category Doors Subcategory Swinging Material Unknown / Unselected Applicant Unlimited Security Doors LLC W -result detail aoo.asOao0 alias=103000 ) File Status File Approved, - Expiration—Date July/22/2014 Impact—Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 70 Maximum_Design_Pressure_Negative 80 Description Series "HI -TECH" Outswing Steel Entrance Doors Page Last Edited: Tue May 28, 201311:10:18 AM Cruor Page 1 of 1 http://www.miamidade.gov/building/pc-result_app.asp?fldNOA=13-0114.09&BasicSearch=... 5/8/2014 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11845 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (IM) Mimic, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmm miamidade.eov/ecoAomy Unlimited Security Doors, LLC 5578 N. W. 161 street, Miami Gardens, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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: Serles"HI TECH" Outswing Steel Entrance Doors-Impact. .APPROVAL DOCUMENT: Drawing No. WO&73 Rev C titled "Series "HI-TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by AI-Farooq Corporation, dated 08-11-08 and last revised on MAY 10, 2013, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Misslle Impact Resistant Limitations: 1. Max. height of the door with Wood veneer is limited to 100" (w/ min 5 Hinges) and Decorative Steel is limited to 83" (w/ min 4 hinges). See hinges location in sheet 6. 2. Spot welded steel shear plate #22 is required at frames at head, side jambs and sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang, China and series and following statement: "Miami-Dade County Product Control Approved", 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 follawed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be. done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0128.07 (Former NAS Unlimited Doors, LLC) and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 13-0114.09 Expiration Date: July 22, 2014 Approval Date: July 04, 2013 Page 1 Unlimited Security Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 09-0128.07) 2. Drawing No. W08-73 Rev C titled "Series "HI -TECH" OutS,ving Entrance Door" Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 08-11-08 and last revised on MAY 10, 2013, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of name change, other than sales of assets. B. TESTS (Submitted under file # 09-0128.07) 1. 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) 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, TAS 202-94 Along with installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (FTL07190), dated 01/26/09 and FTL 5656 (FTL08090) dated 01/27/09, both signed and sealed by Carlos Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 08/20/12, signed & sealed by Javad Ahmad, P.E. 2. Anchor calculations and structural analysis per FBC 2007, prepared by Al-Farooq Corporation, dated 10/09/08, signed and sealed by late Dr. Humayuon Farooq, P.E. (Submitted under file # 09-0128.07) D. QUALITY ASSURANCE I . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. FTL5478, Tests #1, 2 & 3 dated 01-26-09 per ASTM A-370-05 for steel face sheet, prepared by Fenestration Testing laboratory, signed and sealed by Carlos Rionda, P.E. (Submitted under file # 09-0128.07) F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/07/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter dated June 24, 2013 issued by Unlimited Security Door, LLC of legal name change and requesting NOA to be issued to new name and existing NOA # 09-0128.07 (NAS Unlimited Doors, LLC) to be rescinded. 3. Statement letter dated Jan 14, 2013 of NAS Unlimited Door, LLC transformed to Unlimited Security Doors, LLC, signed by Sergio Mattig, MORM, NAS unlimited. 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09-0128.07 (Former NAS Unlimited Doors, LLC), expiring on 07/22/14. 2. Test proposal # 07-3338, 07-3338 R and 07-03338R-1, dated 06/05/08, approved by BCCO. 3. Distribution agreement dated 04/11/13 between Unlimited Security Doors, LLC (USA distributor) and the Zhejiang Doors, China (manufacturer), signed by Maylin Matting and Xu Xian Bo on behalf of respective companies. � it €__.i � — Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 13-0114.09 Expiration Date: July 22, 2014 Approval Date: July 24, 2013 E-1 SEE FOR (S) HINGE 40 Ile MAX. (X) SERIES HI -TECH OMWING SNTRANGE DOORS 191TH DECORATI9E WOOD VENEER OR W TH DECORATM STEEL SURFACE DOORS ARE APPROVED FOR INSTALLATIONS WHERE WATER BN>:ELTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIMED AND TESTED TO COMPLY WITH THE REQUIROMITS OF THE FLORIDA SUR.DWO CODE INCLUDING HIGH VELOCBY HURRICANE ZONE (HVNZ). WOOD BUM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETMS. ANCHORS EMBEDMENT TO BASF MATERIAL SHALL SE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOO IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION I REASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING 13UT NOT rTED TO MEW. SCREWS. THAT COME INTO CONTACT WITH Mr DISSIdRAR SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. WOOD OR Sm FOR (s) HINGE ATSUEENDS A SIU. CHORS (8) AT 3' O.C. 36 1/2' MAX. (XX) MAXIMUM DESIGN LOAD RATING ® + 70.0 PSF FOR � SNALLM - 80.0 PSF AS UMM DOORS WITH WOOD NEER EGRESS RFAf1W gwm TO BE REVIEWED SY MOM OTFM& IiB►BLKTN�VHi2Y alY►9e FTerlda pgbaflwl0.ee .20 L"n —n3 d wag o� :3 OD QNB <mu THESE Dom ARE RATED FOR LARGE &SMNl MISSILE WACT. I ✓° SHUTTERS AIS NOT REQUIRED.On �Tq Engr: JAV AHN i g3 GAIN. 3tS39T � '� 3 i0 aroamg no. W08-73 40 1/4• MAX. 76' MAX. FRAME WIDTH FRAME WIDTH I GLUED ON GLUEDAT SU E SEU ANCHORS .L WOOD OR F VENEER18�M Al WOOD ORPVC F R 1s' MAx. Al / (s) AT 3• D.C. o k Com OPDONatOPTIONAL CDRNERs L/ 1�- i5 - i - fit C1 D1 In ul II h+ h ��•�-�� n1 \ n l __� �l C1 �sr � iri 4.q -'EiE , -� +♦ ♦f�� i; iii \\ °i �� fi - m nt n 3 a it i I _ In a w I _ m m N I� a r- ______- (Q� 1� _ a FILL- L= 1I TIT_-f __ • b 4 IL- 'i \ Ni iii h � w` II �--_- ==ZbJ ��b�i. ,,i�i1�i. 1'P i� =A�= _•� �JL i it / �' � � "� ,� if it IF-=i7F==411•}c�i = Ramzii•TSJ:.Cb i� I It / I, I 0V Sj II IN In �-= •sr_•sr• =-- ACTNE ACTMK INAWK J—ASEE SHEET W 81 B1 m.. FOR (4) NNNW OPTIONS 3s 1/2' MAX. ? FOR. (4) ttW�6'E P IONS 36 1/2• MAX. LEAF WIDTH - LEAF VAMD (X) (XX) MAXIMUM DESIGN LOAD RATING - + 70.0 PSF Irl pYUCT � AimSM SHOM OR a swuLER - 80.0 PSF t •�7 DOORS WITH DECORATIVE STEEL SURFACE MiFa EGIM R'QUIRSI NTS To HE REIEWEO W BU� W OF'ILYAI. MiFa vat to" cmftd _ 9Y .ngn ,w A+uao � � c ;r M ~ 201 drawing no. W08-73 shit or I 1x4 �4 PIP , I * I V�m /I, O -11 .. a ar TYMAd.7livc ion SEE ELEVATM DOORS WITH FOR SPACM WOOD COVER 1-1/8' x 3-1/2' WOOD Bt I FOA Jl11fT�JiJ,! � t. it � TO FFAME WOOD BUCKS AND METAL STRUCTURES NOT BY NAS UNLIMITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE a,Ev FOR sPAcm 1/4' DIA. ULTRACON BY 'ELCO' (Fu -t77 KSI. Fy-188 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC, OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (MIX 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. TRIC. 1/8') INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/B' THK. MIN. (6063—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DLSTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1` MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT NEAO, Spa. OR 01A18S r'o 0 3000 PSI WL C-90 =LOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MR 10 2813 t88U=y!�kiVWW 6o8K>ge�sPl7l�wUi pie Floddt. Aad i6 1 6G°( drawing no. W08-73 mmmddmRaaa�� m p z F 3/6' MAx n a a/a' relax � Amo SHIM. �% 9 ° .. OR TROD / 9 V / a a ammm_meoama - \ a ap 7-7 ia 7-7-7--, A. EXTERIOR I 12 9 2t \ s 6 • •. TYPICAL ANCHORS \ -t 5£E EI.EV ommmmmm�mmma� ' 36 1/2' MAX. t LEAF' WIDTH FOR SPACING a V 40 t/Y MAX. o TYPICAL ANCHORS FRAME WIDTH w M M � SINGLE (j(} DOORS %ITA DOOR LEAF HIM WOOD COVER " SPACING MOOD COVER REINFORCING CHANNEL LOCATIONS maMAX y}' m 3�. MAXSI al SPACEZ SiBM ' C1 D7 =; — lay gin WOW BUCK /MEOkL TYPICAL ANCHORS.' STRIX'URE SEE ELEV. FOR SPACING wodw a"revltilt0 E E�3\11PICAL ANCHORS . _ e�gnno.tae.�l`F E E • �° SEE ELM � ua FOR SPA" ' to EXTERIOR 36 1/2' MAX. t-f/S' X 3-1/2° waDD �Clt LEAF WIDTH S.O. O.SS ELQIEDED IN EXPANDING FOAM L < m 40 t/Y MAX. OR SILICONE FRAME WIDTHdAYAO •� SINGES (} D0OR3Wrm dY0 DECORATIVE STEEL SURFACE FIA PE aa� 2 2013 drawing AG. W08-73 ah�t 4 of 7 3/r MAX ,:. ■'� ...-- « .y - i= zz I rir"OR � %%iiiiii ice' it ter► 7-7-7- siis:' - ..� IrErrERIOR 1/2" MAX MXAL ANCHORSE - -- , FRAME VRDTH OOM mm FOR SPACM WOOD..., ins _ i am wx :i ®1/e SHIM SPACE ;• ; oy ,:O WAL = i'. ■■ ir''' a j n ANCHORS. FOR SPACING I .1 TWPICAL ANCHORS SEE aLy.%Y. n r' •,•,!r`•i••w!`�i•••!!i!•1��r1� j SPACINGFOR r � ••••••••i•1 •••••••• r t `�, r I •••��!!!i•i, �!••••!i•i� ■��' �-.i••!••• ••i!••!•••• �!•••!•!••i••i••• � x ,rte EMRIORDOUBLE �� -- ACM LEAF WUM ma, FRAME WOM X11111 wkbdwno" (XX) DOORS WITH DR-CORATLYE SM maCeik Aftna— MAI ITEM � PABT @ RM. OEBCRiPTION MAT1dRTA1. NANF./�IPPLI6RJRSErtAtV44 opnoN 1 NAS -102 1 tR1UtE HERO STEEL ROLLFORMED, A!!, Fq �. 38.0 K9 /� ,tiu ■Y r� ACTIVE LEAF 2 NAS -102 1 fTONSE 591 STEEL. ROLL FORMED. 18H. FY = 38A KSI z MULTI POINT LOCK SYSTEM WITH THUMB TURA£ 2A 4i11S-a0a 1 ALT. FRAME SILL STEEL ROLL FORMED. Mgt FY o 38A 1(31 OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR LOCATED AT 37-1/4' FROM BOTTOM. / / I \ J NAS -103 f FRAME JAMB STEEL R1H1. FORd�D, lRIi. fy =38.0 tt4 0 FASTENED TO LEAF YATH (8) #10-24 X 1/2' FH LIS / / \ / / \ SA RAS -303 1 IS.7. FRAME JAMB STEEL ROIL FOR6IED, Mgt fy . 3&0 KSI F 1 METALLIC DEAD BMT LOCK WPM THUMB OPERATOR / / \ 36 - f AIT. FTUddE JNdB STFi3. ROLL FORMED, M@1. Fy .38.0 KSi CCqC�� AT 33-1/4" FROM BOTTOM / / \ 3C NAS -204 f ALT. FRAME JAMB STEEL 1101.1. FT)RIi0A. MIN. fy m 38.0 KSI Tj FAINTERIOR FASTENED TO IFA£ WITH (8) @10-24 X 1/2" Ftt MS 4 - f TOP RAIL CHALdPfEI. (FlRL. LENGTH) STEEL - Q f0-3/18° IANC ST. STEEL STRIKE PLATE FACING 4A - 1 ALT. TOP RAR t1}UHIdEi. (FULL LENGTH) STEEL - (- DEAD BOLT I= AT 39' FROM BOTTOM FASTENED LATH (6) 3/16' RIVETS \ \ / 5 8 1 TOP RAR COVER (FULL LENGTH} 1 BOTTOM RAR C11Ab0dE1. (FULL LENOTIf) STEEL STEEL (� Q 7 1 BOTTOM RAA COYER (FULL LENGTH) STEEL- - Q a CONCEALED RSH BOLTS AT 4' AND \ \ /OfACENE 7A i AU. BOTTOM RJdI. COVER (FULL LENGTH} STEEL - °x 77-1/Z" FROM BOTTOM FASTENED MRH (2) 3/18" RIVETS. ACTIVE ACRVE 8 - t 6I9dCE 519.E f,'OYF.R SOii. 6 1 LOCK 519.E COYER STEEi. OPTION JE2 10 NAS -110 AS REOp. LEAF f3LTERIOR & INTERIOR SHEET SIEEI. MW. 7401 . A28', UK. Fy a J6.0 K51 L SG_",G i t AS RFAa 1�EYCIAB PAPER INSULATION 12 NAS -ata } MULTI POW LOCK MULTI POINT LOCK SYSTEM TRTH THUMB TURN 12 OPERATOR ON 01TERIOR' KEY OPERATED ON EXTERIOR AT 38-llr FROM BOTTOM, 13 NAS -113 1 LOCI( SitiOCE PLATE - - 'j LOCATED FASTENED TO LEAF AN1 (4) #10-32 X 3/8" Flt MS 14 NAS -114 AS RI:Oa LOCK HANDLE - - i? NAS -327 4/ LEAF BJTT lBNGR-A&M1' THK. STEEL METALLIC DEAD �T LOCK WITH THUMB OPERATOR 17A NAS-aa7 4/ LEAF CONGEALED FBKGES-.138' THK. STEEL - °p ON INTERIOR AT 31P FROM BOTTOM FASTENED TO LEAF WITH (8) 010-24 X 1/i FH MS 18 NAS -118 2/ LEAF FLUSH BOLTS - - q� ?i 19 NAS -113 AS REOO. FRAME EX1ETtI0R YT'STRIPP8d0 EPDM AEATHERSfNI Q838 10-3/16" LONG $T. STEEL STR9tE (MATE FACINO DEAD BOLT LOOK AT 39" FROM BOTTOM 20 NAS -120 AS R£Q0. FRAME INTERIOR W'StRIPPtNfi EPtmd N�ATFffRSFlJ. i!1 t` FASTENED LATH (6) 3/18' RIVETS Zl NAS -Tal. a9 RE00. JAMB ExIERroR � ERMbN Y1FATl�RSFN. Boffi 5� O ij rN1 FAeFAc ALINE ACM OdACTiVE � NAS -tai AS REDO. HEAD/31LL/JAMB SI#AR PLATE STEEL A7Y X 3-7/B' %TUU. LENGTH W .- OZj CONCEALED FLUSH BOLTS AT 4• AND 23 NAS -tab AS ITEC. JAMB SHEAR STRAP STEEP. - N to ' FROM 24 NAS -130 AS t1EO0. DECORATIVE MOULDING - YAOD sA.. a43 M9V. A FASTENED WRH (a) s/16• r8VLT5. FASTEN 2) 3/1 28 - as ttEl�. t�if'ORCiNO CHANNELS t E Z CW9 yI 28 AS REV. 1.fAf W'STRIPP9iti VINYL AT 8/18• MS v� (4) PER HINGE Sit STEEL. LEAF A33" THK. MIN. OPTION Ate %HINGES.,4' LOW MflAWC 1Y10 PIECE s $$ CONCEALED 4 PER LFlIF FOR FRAME HT. UFTO 8S' m � 812-24 % 3/8' FH MS 8 PER LEAF FOR FRAME W. A80YE 83" & UPTO 700' app (4) PER HINGE pl L Iwt�M�K MdM tM mum L 3/8" STEEL Pod`"'' 70 A STEEL CRADLE g WELDED TO FtUd� WELDED s hi 3A38 1 to � m$ °J STEEL. LEAF 'm .022• THK. M9d. yy,, 8�LONG8SURFACE MOUNT TTA) PEW BUTT HONES EACH FASTENED TO DOOR LEW AND� 0-32 N I � Br / FIA �__I71L902 �� sa�u FRAME WITH XX 3 MS (8) PER HASP, N .✓;ai k- 4 PER LEAF FOR FRAME W. UPTO 83' INACTIVE LEAF FLUSH droning no. 3 PER LEAF FOR FRAME HT. ABOVE 83• & UPTO 100" N � W08-73 shoat of 7 4.=0 .2m 1.855 2.718 .074 0 2,251 .812 n FRAME HEAL) 1.987 1.283 JA12.032 .0742532 1.083 1375 4.000 4.�0 FRAME SILL I (2A) ALT. FRAME SILL FRAME JAMB I (3n) ALT. FRAME JAMB j n ALT. FRAME JAMB I n ALT. FRAME JAMB a.a" 1.887 p-2.4o7� ®®LpI F1 21 318 0 0 1.471 ® ® I-�-2.282 1.773 va 1 0 02.282 1 k�-,5o0 .095 tl 17 n 2 PIECE BUTT HINGE IFRAME CONCEALED HINGE SUPPORT BRACKET PANEL STEEL HINGE LEAF 21222.327 y C ani TOP RAIL CHANNEL aA ALT. TOP RAIL CHANNEL 0 1$ 430 1 ^ 1 M5 .812 8 n 2320 Q 5 TOP RAIL COVER 2122 no BOTTOM RAIL CHANNEL 2520 2325 .300 .035 t .312 .035 v .599 �y BOTTOM RAIL COVER m ALT. BOTTOM RAIL COVER Cg^ -.312 � .874 z � �L zis a.s52 035 0� D 2.152 .488 i 430 .759 HINGE STILE COVER (9� LOCK STILE COVER c sit II,IIIsII;I,Y oroallnq no. WO8-73 11 M1AWDADE MIA11iI DADE COUMY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street; Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786} 315 2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.wd—economy Sunshine Windows Manufacturing, Inc. 1745 W. 33r4 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 '8000" Aluminum Window Wall System — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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, model/series, 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# 12-0314.08 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 Manuel Perez, P.E. NOA No. 13-0122.05 Expiration Date: April 03, 2018 Approval Date: April 25,2013 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-90, titled "Series 8000 Alum. Window Wall System (L.M.L)", sheets 1 through 12 of 12, dated 11/11/08, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Subndod under previous NOA No. 12-0314. 08) 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 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) S) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NDA#081114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, dated 09/02/08, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. (Submitted wider previous NOA#09 0413.10) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. MdnuOT1re4 P.E. Product Con l Ex finer NOA 122.05 Expiration Date: April 03, 2018 Approval Date: April 25, 2013 E-1 Sunshine Windows Manufaeturina. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 05, 2012, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA N©.12 0314.08) 2. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-1114.16) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nufiez. (Submitted unders NOA No.09-0413..10) G.' OTHERS 1. Notice of Acceptance No. 12-0314.08, issued to Sunshine Windows Manufacturing, Inc. for their Series 8000 Aluminum Window Wall System - L.M.I., approved on 05/24/12 and expiring on 04/03/13. Manue Per Product Control Ex min NOA No. 13-0 .05 Expiration Date: April 03, 2018 Approval Date: April 25, 2013 E-2 rl- SERIES 8000 ALUMINUM WWOW WALL SYSTEi14 THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMEWS FOR SAFEGUARDS ARM BE OBSERVED. THIS PRODUCT HAS BEEN DESWIEO AND TESTED TO COMPLY WITH THE REGINMENTS CFTHE FLOROA MID= CODE 1Nmuma HIGH YEI.wN WOOD WXS BY OTHERS, MUST 13E ANCHORED PRWgNY M 7RANSFER LOADS TO THE STRUCTURE. EMI3EDLbiNT MATSiU1J BE BEiWrIIJ Q ORK AS AS CCO STLI MICHORINQ OR LOADWO CONDM= NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APFWAU. A LOUD DURATIQN OiCRMASE DT USED W OEM OF ANCHORS WO WOOD ONLY. MATERIALS WCLtMM BUT NOT LBATED 70 AL SCREWS, THAT COME INTO CONTACT WITH OTHER VMSW%S� SWILL MEET THE RENTS OF THE FLORIDA OM CAGE SECTION 2003.8.4. D.L. am D -L GM .STEP I OETERHME OmmSAUD ON WMO VEIOCIY. BLDII. . WMD ZOQE (ISMO APPLICABLE ASCE 7 ROBUC7 6 SHEEr22 BNEEr2 N •STEP CAPACOY CF DEOW OIASS SST: 4cmptff=N N STEP CKWK F$D.M CAP FOR A GM SPACM AND HMCHT tWW CHAINS ON SHEER 3 THRU 7 THE CAPA1211' SHONA FNCEM THE DMW LAAO.Dade STEP 4 tJ9IWQ CHARTS ON SHEifS 8 k 7 SQ.ECT ARMOR OPTWH WITH 1 RATW MORE um DEAN LOAD &%Wm • IN STEP 1 ABOVE. THE UMW VALUE RESULTM MM OWS'2, 3 .. ,STEP _ AND 4 SHALL APPLY 70 ENI SYSTEM. . TYPICAL Et EYATION ALLOWABLE LOAN FOR ALTUME SIWM AS SHORN ABOVE OR 9NUR CM GE VEW-W BY NOW SHAPE WRHM =M OR NOW= AS SHOWN BI QMM LBM AND OBIAMQ ALLOWABLE LOADS FM THOSE SHAPES. WNIBE UM NAY BE MS MM VeryLTR,y;LL.Y AS SHOWN MM OR HMMITALLY. INSTRIM- ONS: USE CHARTS AS FOLLOWS. .STEP I OETERHME OmmSAUD ON WMO VEIOCIY. BLDII. . WMD ZOQE (ISMO APPLICABLE ASCE 7 ROBUC7 6 2 SEE CHANS (IV SW 2 FOR DFSHIN LOW 99Wb8Wb8CCbbdi •STEP CAPACOY CF DEOW OIASS SST: 4cmptff=N Wngjm D STEP CKWK F$D.M CAP FOR A GM SPACM AND HMCHT tWW CHAINS ON SHEER 3 THRU 7 THE CAPA1211' SHONA FNCEM THE DMW LAAO.Dade STEP 4 tJ9IWQ CHARTS ON SHEifS 8 k 7 SQ.ECT ARMOR OPTWH WITH 1 RATW MORE um DEAN LOAD &%Wm • IN STEP 1 ABOVE. THE UMW VALUE RESULTM MM OWS'2, 3 .. ,STEP _ AND 4 SHALL APPLY 70 ENI SYSTEM. . PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 287.1. go LAUMTED GLASS kohodk I LARGE MISSUZMal IDIE'ACT m PBS( �W7IBS a GLASS wan CAPACLMY - FSP N034MA1 DIMS. ata98 MYPB T MAW TM V DIA w= Oa.0. Ow riaA+)/Ng-) ext.(+)lanA-) 28' 32' 38' d" 44-1/4• 41' Be 88-1/4' 84-1/2• 80A 130A 8" 130.0 80.0 130.0 80.0 130A 80.0- 130.0 80A 139.0 BOA 139.0 08A 134.0 28'a" 3r 38' 40' 44-1/0" 45' Sa /0-1/:' 130.0 11C.0 13(o 80.0 13U a" 130.0 10.0 130A w.0 130A a" 130.0 2B' 3Y 38' 40' 44-1/4' 48' e2' 98-1/2°. .o.0 130.0 80.0 130.0 BOA 130.0 a" 130A w.0 130.0 BOA 130.0 80.0 127.2 R8 32' 38' 40' 44_1,4" 48" ,02_1/2' 80A 13OA an 130A 80.0 130A 89.0 130.0 wA 130.0 w.0 128.9 28' 32' 4O' 44-1/4' 80.0 13.00 BOA 130.0 w.0 130.0 80.0 130.0 80.0 I3DA 28' 32' 38' 40' 44-1/4' 114-1/2' 80.0 130.0 a" 130.0 a" 130.0 - 80.0 130.0 SILO 130.0 NOTE: GLASS WACM ON THIS SHEET ARE BASED ON ASTIM E1300-04 (3 SEC. OUSTS). -DOWDOW CORNINGWM9 982 COf8O146 798 1/4' WAT STRWD CLASS AW XTERLAIIER By 't41° 1/4' MOAT SDiEWD GLASS GLASS 798 MEAT SnWD GLASS 67 Ammh.w� 7 ►:moi dmwing n0. W08-90 RULUMN LOAD mnmxst Mmou MMEDuse a0x1'A49 JAM'106' 11xbx1.'Im$89 Am ,1' mm 'u' i m V9' mm 1.1131 an wr mva Z § Nam" Ma MaN Yri' Nm, %w moll w fm►a. u4. a11�. _K � ERG +} EKL t+j tt ((4� tffi! a mm 9 ) W. RT. -} RIG (^) 30- 130.0 1340 t39 130A 311' 139.0 130.0 INA 13060 42• 80-1/2• 13MO 1340 I39.o 1390 40• 130.0 130.0 Inc 130.0 wl e4- 13L0 139.06 LOA IJOA W[011! (Yt) Wt �• 139 130.0 130.0 13LO AT FMM A 30• 1340 130.0 130.0 130.0 p` 38• 130.0 130.0 IMI 13U V 42• 2w 1340 1349 IM) 1.10.0 40• 130.0 1340 13DA 130.0 906• 1x1.7 L0.0 t�.9 L9A or 113.7 IVA 1304 130.9 40 40 30" 130A 1340 1340 130.0 311' 1340 1340 t30.0 1302 m 42' �, 1199 130A LOA 1340 _ 48• 1079 1300 130A 1340 se 944 LO.O -1279 130A 80• 919 130.0 1144 I3U WWI (W) n WI + W2 3v1340 1390 1300 1340 AT FRAM MUWQN 2 38• 1244 1309 13" 130A 42- �t1- IMA 139.9 13U 130.0 tL N m 411' NA 13M 13" 13U JK° 909 136A 170.0 1340 ffi 68- 009 1311.0 114.4 13LO a 30' 130.0 1340 130A 130.0 WW 38• 1 11 130.0 130.0 130.0 4 n 2' for B40o 130.0 WOA I30A 4B• 049 1340 Ina 130.0 5 1111.7 1299 1119 13U O8• 709 1244 108.7 1299 30• 1124 LOA 130.0 13W 38' 9" 1340 13U 13W p 42' 108' 079 130.0 1779 130.0 g 48-739 1189 IoL9 130.0 c 00 Sr 88.1 10" 100.2 119.7 3C 1044 1340 1340 139.0 Mr 08.8 1340 1 130.0 130.0 77.1 1739 1189 13 Ito -1j7•77.1 will '71' an 't8' 311M8 78' $ 2• 7• 0.0 ,IAODUC7'I4mcm 48' 002 It" 103.7 124.0 'ds 82• o4.3 103A 999 tfu RelibtEeFlmlOt 30•88.3 130.0 130A (3411 AQeptmmlte 38• 80.4 1203 12.1 130.0 42• 11$ 699 1129 1811A MA �UId,IONS �' 41N 811.8 100.1 97.1 118.0 Bir 80.1 903I 83.7 I112.0 36• V80.9 1300 1340 1.3M0 38• Mal1.4 1139 LOA 4 al etlthlhBB10dd8 1 o ODUCr RA P6 7 p�(A'j�Qodo VMW 42- 943 1179 UK= '811• M8fb10I1 'w M0G1AOIt 'M9' MUUM'M4' ' Aaaoptt�)b4B• 882 87.1 fOb1 t iF 9 dlOeirtg h0. INQERPOLAi10N BETWEEN WIDTHS ALLOWED. WO8-90 -- MAR0 8 2012 tlt�e a w e umom 0m am orrim ant 110f020NTAL0 WIDU (Tui o WI AT IRAM 3AMD WIDTH (W) Wt a• till AT FROE AWUM 2 IM 1 l I: nu NU6130eI lull m61m %W HMJM w mum w NOTE: WTERPO MON 8ETWEEN WW14S ALLOWED. RdD11DC1' ItE70ETT� 9tl1oN�e0 �� 4:a4pt�cp N /8 MULLIONS' oais" m O a a 1Yium 1AAO OAPAMW - P18t MUM 41TH Vn== 6 1101D$O ALS Noun" DIME. mem 71• a m ht' zm an ' N MID •JO' mm Em IWLL 6t)4n mm(a)FRGM W= W. (w W. t- () om (') W. (;j Em W. (�) 3r 38' 4r 46• 6s All 130.0 OU 1300 1304 130A 13M 1350 130A MA 1300 1300 1310 130 13&0 t30.0 Is" 1300 1390 1300 130.0 1300 t30A 130.0 130A V 38' 4r 4r >u 60' 69-1/r 13" 13W8 130.0 tam I= 13MO 130A 1300 ISO - 13DA 13U 13DA 1.x.0 130A 130A W0.M 1151 130.0 13" I= 1053 W0.0 IVA 130.0 30' 30' 4r 4r 8a or 13" 130A tAO 1300 IVA I= 1300 I= 1300 1300 130A t3OA 1100 130A 132 1300 104A 1300 130A 1309 064 130A 1178 1302 30' 38' 4r 48' 64' 80' 1302 WDA 130.0 Inc 129.8 1300 130.0 1308 111.1 13W 1300 130.0 07.2 130A MA 130A 00.4 1300 114.7 13U 77.0 1251 1031 123.4 30' 30' 4r 40' 64' or 00-I/r 1300 Ina 1320 1302 WA 1300 W92 13010 102.0 130.0 130.0 130.0 no tm 1220 130.0 WA 120.7 109.0 1300 74A 1108 WtA 1211 311` 30' 4r 4B' w 118' tar 120.7 130.0 IVA 1300 to51IM) WA 130A ou 130.0 t39..0 130 01.0 1300 1143 1.10.0 no 1150 tt„9 121.4 88.8 111.7 1150 117.1 3M' 30' 42' 40• 63'018 tow 1001 1300 I= 13M OIA 1300 1390 WMA 750 1208 1108 1300 053 1098 ImA 12tH 09.6 083 1144 3r 3M' 4r Mr 6Y 1t0 -1/r imA 13LO WOO 1304 850 W0.0 19M9 1350 728 1171 1113 1350 03.7 1026 97.4 1f0A 611.0 ou 699 107.4 3r 3r 42' 48r 60' 114' 92.9 1300 1300 13U - 77.4 124.6 I22A WMA 1183 IOW 1066 1250 Ko 034 018 WL4 .69.7 8" tp8 1050 Jr 3r E408 4 120, 750 1251 1302 1350 08.4 100.7 110.1 13" 669 918 860 1128 I 60.1 62.0 06.7 umom 0m am orrim ant 110f020NTAL0 WIDU (Tui o WI AT IRAM 3AMD WIDTH (W) Wt a• till AT FROE AWUM 2 IM 1 l I: nu NU6130eI lull m61m %W HMJM w mum w NOTE: WTERPO MON 8ETWEEN WW14S ALLOWED. RdD11DC1' ItE70ETT� 9tl1oN�e0 �� 4:a4pt�cp N /8 MULLIONS' oais" m O a a >m U=N t0A0 Wm T7 -rte smum mm 1i1UFU mm 41m 32 30 42 88-1/2 48 84 30 42 98-1/2 48 84 32 38 1110-1/2 42 S111S1810: wimm 48 1/2° ldA1t. 87 1/2° t4AX SEE' SEPARATE fm 0Olt / ' 0� r..../ L 112 lip1.. e 43 s/4• 171DTH 9artF7E MMM 9B 3/4° WLSEE TO Cd OWOP110 w SEE cmw c CL 0m1 Std SEE WA LDiAFT a f HsaomlA7k�a491e1emoft -. A oHa,� MAR 0 6 Sit *CBlflg 00. W08-90 SM 1i1MM WO CRAM -M ME= mm IN'1.m mm 8WOH7' W= immow lAtiO 'SDl' lANB 'J8H' &M Im J m los' om WYl im M& cW M.4 IOQ. t EX1. f) W. (f . W. � 1 OA. (-) W (-j 'Haff. 32 38 42 48 84 98-1/2 ou 90.0 80.0 ou a" mo Sao sac 90.0 90.0 9a0 90.0 00.0 90.0 I 90.0 90.0 847 sm Sao 00.0 32 42 48 tto-1/2 77.0 su em 2u me ou 0& us 84.8 MO ad 80.0 32 N 42 48 114 70.6 90.0 no 80A 87.2 90.0 fto 90A 82.7 90.0 90 0 w 847 BOA 80.0 9" 32 38 42 48 120 80.8 ".0 90A 80A 07.8 am ou sm am 83.3 99.1 9" 8a4 79.1 838 90.0 Std SEE WA LDiAFT a f HsaomlA7k�a491e1emoft -. A oHa,� MAR 0 6 Sit *CBlflg 00. W08-90 NMRMMM HMMMAM Vamom OUImm Ulm 1 i ANCHOR LMW CAPACi1Y - PW o1L(+) aeat-) A141E0118 TMM SEF SHEET 8 MR itON ' No6/D4At. 81618. ANMEM TYPE 'A' ANCB088 TYPE 'B' & b' I A CKM TYPE 'C' MR 111 ME HMO AB I A8 A4 BE/D8 IM/011, 114/04 Co co C4 30' 38' 42' 48' 84' or 7r 1304 1304 t3o4 t3mA 1304 130.0 =a 1300 13M 1084 ,30A 1304 WMA ,SOA 1304 1394 130.0 1394 930 130.0 1304 1223 1340 t3o4 130.0 1340 130.0 813 1220 1300 1070 1300 1300 123.3 1304 130A 723 104 1394 06.1 WDA 130A I099 1304 ,304 E41 979 1JDA 86.E 128.4 1304 98.7 13DA 130.0 30' Mr 4a' 48° W or t2&I MU 13U 130.0 1394 1394 131L4 1394 1302 100.1 t3c9 t30.0 MA 1300 110.0 130A 130.0 130.0 869 128.7 1300 112.9 W0.0 130.0 1702 1390 130.0 78.1 1128 130A 999 1394 1300 Nab 1300 130.9 88.7 ICO., 13U 879 1304 1394 1011 130A 13960 80.t 94I 12CL1 790 1184 1304 91.1 1X0 13CL2 • 30' 58' 42' 48' 64' 80' BB-I/r I063 1304 13060 1304 1392 130.0 130.0 IMIA 13U SU IMA I= II8.8 13.0 1302 1300 MOA 1300 77.4 1ILI 130.0 1019 %no 130A 1173 1304 l3o4 872 1014 1304 89.1 1304 1300 102.7 130A 011.0 802 1103 120.4 7112 118.8 13U 913 1340 1340 F 84.2 81.2 1083 713 IOU 130.0 82.1 123.2 1304 39' Mr 4Y 48' 64' 90' W 104.1 ,30.0 1300 I= 13D.0 130.0 13MO 13U .1340 88.8 130A MA 114.1 13060 1304 1304 130A 13LO 74.4 MA 1104 979 1304 130.0 112.8 .130.0 130.0 841 979 1304 848 128.4 tau 08.7 130.0 1340 879 99.8 11V 78.I 114.1 130.0 87.7 1304 IXO 82.1 78.t 104.1 NJ 102.7 1304 78.9 118.4 1304 3O" Mr 4r 48' 64' 80' g, 97.8 1300 130.0 1294 130A 130A 1340 139A Ino 813 1224 139A 1074 1304 1304 123.3 130.0 1304 89.7 1049 I= 91.7 13060 1300 MU 1300 t340 614 91A 122A 803 120.4 13060 923 03U 13DA 84.8 813 108.4 71.3 107.0 130A 822 1233 1340 48.8 732 979 64.2 983 129A 74A 111.0 1340 30' 38' 49' 46' 64' 98"1%1` 98.1 t30A 130.0 128.1 134 1304 1304 130.0 13MO 793 118.9 1300 1043 1304 130.0 120.9 UM 130.0 07A 1019 130.0 EM 13LO 1304 103A MO 13LO 694 992 118.11 782 1173 1340 902 130A 1340 620 793 106.7 699 104J 1394 161.1 1202 130.0 30' 3E' 40.' 48' >a for 9,60 1300 1304 1290 130A 130A 1304 130.0 1300 YU INA 130.0 1017 1304 130.0 1141 1304 Iso 98.9 944 1300 993 1204 130.0 984 1140 W40 87A 80.t 114.0 7" 113.3 1300 872 Woo 1340 8tA 784 1021 67.1 1110.7 140 77.4 118.1 130A SO' 38' 42' 48' 1tr 848 1304 130A 114.1 1304 130.0 1340 1304 1340 723 108.4 1340 98.1 13LO 1300 169.8 13.0 130.0 62A 934 1234 EIS 1923 1300 "A 130A 13060 842 813 1044 713 107.0 1304 822 1233 1340 3' 38' 42' •48' 1,0-1/Y 84A 127.2 1300 1119 130.0 13U 128.8 1304 1340 70.7 IO0.0 130A 934 1340 13U 107.1 1304 1J LO 60.8 90.9 121.1 79.7 119.8 13.0 91.8 132 1340 834 79.6 INA 89.7 ,040 130A 80.4 120A IM0 30' 38' 42' 46' f 1122 1233 1340 108.1 1304 1300 124A 130A 130.0 as 102.7 1304 941 1340 130.0 203.9 130A 1340 68.7 8L1 117.4 771 118.8 I= o0 130.0 1T,6 81.4 77.1 102.7 679 101.4 1340 779 1169 1364 30' 30" 40.' 46' 12. 78.1 117.1 130.0 1027 1340 130.0 118.4 130.0 1304 86.1 97.8 130 BU 128.4 1304 02 1304 1340 669 83.7 111.6 73.4 1121 13.0 849 126.9 13" 484 731 974 841 98.3 128.4 744 N 14 130.0 NMRMMM HMMMAM Vamom OUImm Ulm 1 I WI Yi2 W9RH {11j . Yn +W0. a iii' �I#� 1�e�■ Y�ItH (try - 4 + AL -BL q A0. 604, C9 A4. 84, C4 i Wz A141E0118 TMM SEF SHEET 8 MR itON eADiH WI + V2 AE a (2) ANCttOHE TYPE A AT LUM 98E OF J" AHD AH0AM a 0 (a) A0II9l0t� TYPE 'B' AT EAM 310E OF JAS AND MUWON •ROD=RCNEMRU C2 = a ANCIORS T1PE'C' M EACH SME Or AM AND MuwDN 4y��9�g .Bh1>sltMfiR I WI Yi2 W9RH {11j . Yn +W0. a iii' �I#� 1�e�■ Y�ItH (try - 4 + AL -BL q A0. 604, C9 A4. 84, C4 Wt Wz A141E0118 TMM SEF SHEET 8 MR itON eADiH WI + V2 AE a (2) ANCttOHE TYPE A AT LUM 98E OF J" AHD AH0AM a as � (a) A0II9l0t� TYPE 'B' AT EAM 310E OF JAS AND MUWON •ROD=RCNEMRU C2 = a ANCIORS T1PE'C' M EACH SME Or AM AND MuwDN 4y��9�g .Bh1>sltMfiR D2 2 ANCHORS ME V AT EACH WE OF JAMB AND MULLION 'A' RnMlegCe4e _ Pt ? AD dA CHM TYPE AT EACH SDE OF JAMB AND MMMA B3 = CS • ANCHOR TYPE 'B' AT EACH SIDE OF JAMB AND MULLION 131 AMM TYPE 'C' AT EACH SiDE OF JAMB AND MULLIONC�Q tIy DB a NO= TYPE V AT EACH SDE Or JAMB AND MUWON 4 A4 e 4 ANptOR3 TYPE A AT EACH SIDE OF JAMB AM MULLION 84 a (43 AMFORS TYPE 'B' AT FAm SDE OF JAMB AND MULLION C4 •• ((0.3 ANCHORS TYRE C' AT EACH WE Or JAMB ANO 11!111101 B4 0 4 MMCffi TYPE VAT EAOH SmE OF JAMB AND MUUJDN ALL OTHER ANCHORS TO BE SEED AS PER ELEVAMN. NOTE. INTERPOLATION BETWEEN WIDTHS OR HEMM ALLOWED. yt�na t6slslth Oiatid9 T eFmfiml dr0whtg tro. WOS-90 0 6 2012 street 6 or 12 7 ro� 8F3: SE AAM ROA g0 IG C d W Ld UCH N 1 1 g mwh 3' �3' 0• Jd68 S• 3' 3' 3• A9. B8. C8 Ad . JAMB 1D1' JAMA 'JOS' JAMB 'd08' sfL 8f1ECT a inB Ott AS m ANCHORS TYPE 'A AT EACH SIDE OF om 11W,U0N y� BS . () ANCHORS TYPE V AT EACH SOF DOOR MULLION $S C3 S ANdORS TYPE 'C' AT EACH WE OF DOOR M10.LHCJ DS = ANCHORS 7YK V AT EACH 891E OF DOOR MULLION A4 m (4) ANCHORS TYPE 'A' AT EACH WE OF DOOR N1RII0N ALL OTHER ANCHORS TO K FACED AS PER 00VION. $ MUWJ�i '01' MUM 'ADB' MULLION 6108 MMON '!N4' �j TRANSITION MULLION ANCHORS DOOR-WINDOWALL . rI07. , J TRANSITION MULLION 4:aDnclrRaN lee Rutd�Ip3dawli6 mem O 4acnwNo .� e no• P 4 tail W08-90 oz M M11LM08 LOAD cAPCr-W 81014a'S YBAMB �'Npl' ULL'N}OS HtA,L'jW 'm '(M�p)4 DQCi168 INl7[es INT. �+; IML �+! �� `-� W (;l W BOA 90.0 90.0 90.0 38 mo 90.0 OOA o.0 42 qB 90A 90A 80.0 940 '� 91L0 840 940 90.0 84 eSh 90.0 90A 840 80 etA 0A BOA 80.0 36 88.3 80.0 90.0 90.0 36 849 90A 80A 940 42 102 781 90.0 940 90A 48 ria 90A 80.0 940 84 842 940 80A 8D.0 3 893 949 BOA 99A 38 ,o 94.4 840 90.0 90.0 42 813 90A 9" 90A ae a"900 eB.s eao 30 871 88.7 BBA 949 3 114 1A 83.8 85.5 80.0 42 813 79A M.7 803 48.3 743 783 90A 3 473 74.1 78.7 940 a gSS ANCHOR LOAD CAPACYCY - P8B WONDYAI. DDOf. ANCS0�8 9'YPR A' -- aaayssse.asaaa ItEtO}d AS A4 BO 08 .fir, 1 .//, 79.8 90.0 90A 90A O OA meem � 916 \mow , 0 90A 844 940 BOA 940 , 840 B23 82.3 0 38 42 48 64 A � anon g 80.0 72.4 90.0 90.0 /0 88,8 &0 80A 840 643 80.2 881 90A 828 82.1 62.3 90.0 30 30 42 48 ,0 733 90.0 940 840 828 BOA 940 soA eBA BBA a" so 82.9 827 627 90A 30 0 42 48 114 70& 9" BOA 940 870 88.1 841 904 e3.4 e3.e e3.a ooA NroRH 853/4- uAx 80.0 42 48 120 8&J 89.9 883 90.0 84.6 841 84.8 46.t 89.9 744 88A 42.7 86.2 746 84.2 40.6 82A 87A 84t 7 ro� 8F3: SE AAM ROA g0 IG C d W Ld UCH N 1 1 g mwh 3' �3' 0• Jd68 S• 3' 3' 3• A9. B8. C8 Ad . JAMB 1D1' JAMA 'JOS' JAMB 'd08' sfL 8f1ECT a inB Ott AS m ANCHORS TYPE 'A AT EACH SIDE OF om 11W,U0N y� BS . () ANCHORS TYPE V AT EACH SOF DOOR MULLION $S C3 S ANdORS TYPE 'C' AT EACH WE OF DOOR M10.LHCJ DS = ANCHORS 7YK V AT EACH 891E OF DOOR MULLION A4 m (4) ANCHORS TYPE 'A' AT EACH WE OF DOOR N1RII0N ALL OTHER ANCHORS TO K FACED AS PER 00VION. $ MUWJ�i '01' MUM 'ADB' MULLION 6108 MMON '!N4' �j TRANSITION MULLION ANCHORS DOOR-WINDOWALL . rI07. , J TRANSITION MULLION 4:aDnclrRaN lee Rutd�Ip3dawli6 mem O 4acnwNo .� e no• P 4 tail W08-90 oz M M11LM08 LOAD cAPCr-W 81014a'S YBAMB �'Npl' ULL'N}OS HtA,L'jW 'm '(M�p)4 DQCi168 INl7[es INT. �+; IML �+! �� `-� W (;l W BOA 90.0 90.0 90.0 38 mo 90.0 OOA o.0 42 qB 90A 90A 80.0 940 '� 91L0 840 940 90.0 84 eSh 90.0 90A 840 80 etA 0A BOA 80.0 36 88.3 80.0 90.0 90.0 36 849 90A 80A 940 42 102 781 90.0 940 90A 48 ria 90A 80.0 940 84 842 940 80A 8D.0 3 893 949 BOA 99A 38 ,o 94.4 840 90.0 90.0 42 813 90A 9" 90A ae a"900 eB.s eao 30 871 88.7 BBA 949 3 114 1A 83.8 85.5 80.0 42 813 79A M.7 803 48.3 743 783 90A 3 473 74.1 78.7 940 a gSS ANCHOR LOAD CAPACYCY - P8B WONDYAI. DDOf. ANCS0�8 9'YPR A' -- aaayssse.asaaa ItEtO}d AS A4 BO 08 .fir, 1 .//, 79.8 90.0 90A 90A O OA meem � 916 \mow , 0 90A 844 940 BOA 940 , 840 B23 82.3 0 38 42 48 64 A � anon g 80.0 72.4 90.0 90.0 /0 88,8 &0 80A 840 643 80.2 881 90A 828 82.1 62.3 90.0 30 30 42 48 ,0 733 90.0 940 840 828 BOA 940 soA eBA BBA a" so 82.9 827 627 90A 30 0 42 48 114 70& 9" BOA 940 870 88.1 841 904 e3.4 e3.e e3.a ooA NroRH 853/4- uAx 80.0 ANCHOR LOAD CAPACYCY - P8B WONDYAI. DDOf. ANCS0�8 9'YPR A' ANCH0lt8 AN4'H0 TYPR 'B' A 'D' TYPE &lOiM M ItEtO}d AS A4 BO 08 CO 30 38 42 48 84 80 a71.8 79.8 90.0 90A 90A 763 80.0 90,0 99,0 90A 90.0 90A 844 940 BOA 940 BSA 940 8BA 840 B23 82.3 0 38 42 48 64 f02 744 90A 9" 80.0 72.4 90.0 90.0 80.0 88,8 &0 80A 840 643 80.2 881 90A 828 82.1 62.3 90.0 30 30 42 48 ,0 733 90.0 940 840 828 BOA 940 soA eBA BBA a" so 82.9 827 627 90A 30 0 42 48 114 70& 9" BOA 940 870 88.1 841 904 e3.4 e3.e e3.a ooA 80.4 T93 78.8 80.0 30 38 42 48 8&J 89.9 883 90.0 84.6 841 84.8 90.0 012605 803 90A 89.1 783 78.8 841 SEE SFE 10" FGR SPACING a ME SRL TYPICAL ANCs$Oli3 SEE ELM. PDR SPACIND 14C OR 1 n TRAcom SY I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WBH 1-3/8' MllN. PENETRATION WTO WOOD I Tim 18Y WOOD BUCKS INTo CONCRETE WRN 1-1/4' M. INTO CONCRETE OmWu o cormm W" -tl t INe WL EMBED DRO am INO CCNCRETE AND MASONRY - 2-1/2" MIN. LIMO WOE STRUCTURE_ 1 _MW. — — ,1/b DIA MIL71 MIX BY hin_TP INTO 2BY WOOD BARB OR WCC STRUCTURES . WRH 1-1/2' MIN. PENETRATION Wro WOOD I TFRU 18Y wow sum INTO Comm WBH 1-1/4' MW. EMBED INTO CONCRETE dMCD.Y IMO CONCRETE VTTH 1-114" MDL BMW WTO CONC. INTO CONCRETE AND MASOIOIY - 3' MIN. LwWOOI WMLMR - t' ,Bile IM ULTRACOM aY 'ELCO' I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES vm 1-1/2" MIN. PENETRATION INTO WOOD I THRU 18Y WOOD BUCKS INTO COPKRETE WITH 1-1/4' MIN. EMBED WTO CONCRETE IDIRECR.Y Wo CONCRETE WITH t-1/4' MIN. Sam INTO CONC. I INTO CONCRETE ARD MASONRY - 3' MIN. LWTo WOOD srmU - 1" MW. — — — — — I#14 SLS OR S„P QR1LLIM0 SCREWS Si/ST INTO METAL STRUCTURES SIM: 12 -GA MgL (Fy - 38 KS3 MIN) AL1SS" s i/8' TFII4 MIN. (8083 -TS MW ) f (SIM IN CONTACT WITH ALUW M TO BE PLATED OR PAINTED) 1ANCHOR CODE DISCANCIM IRODWrR1+& VO INTO METAL STRUCTURE - 1/2' ML ucampift"uh do Flow L: SMoaCodt AftepumtwnB �T «� �� mowtm iroorlaA ALL FRAME CQRNERS, ANTS, MULLION AND OF CAR. 74St GLAZING BEM TO FRAME SEALED WITH SILICONE WOOD BUCKS AND METAL SIRUCR M NOT BY SUNSHUME WDW. MUST SUPPORT LOADS IMPOSED BY CLAZM SYSTEM AND TRANSFER THEM TO THE BUIL.DINO STRUCTURE N ig drawing no. r� •: I �Ixl r �' a A IL «I y -- – � ��—� � -�„� ;III �� _eo��■ n ° Amq,tlCftO� TYPE SEEB'SHEETS 7 & 8 ALUM fay. ©FOR SEE WM HM -DARE COiIMY APPROVED LARGE MIS= 99AOT REGMM DOOR STEM RW. 8&7 cm r.-AgArgm Mj!kalm r---- l n. 0 ' F 8CR 0 SHEETS 7&8 SEE SEPARATE NOA FOR DEM LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. 9 Wt7' no MAR 1111111 W08-90 � oTTz 4M rm N0. PARR N,wm quAmm o1mcwTm 3tATZHM16 uw, ,.7eo tam t.7s0 f IA E5m7 As RI AO READ. 1I RIM FMW WAD OPEN ow Ma W.*D/S4S ons -75- 8003 -ie - ��ti 2 E88I4 AS RE11D. 6'OEIDIEDfATE I10lsLalm wf8 le - Z �3 1 3 Ea FF AS MM M= 461s/doaM am-" -F p 2700 34 - 4 E88000 As 116. AS REO. WON MAIM WfiS OW =os -TS - 6083-i0 - F" Q 11 •MR 4 F3D002 As 1MD. E003m aw-M NATE 0005-73 - d! 123 117. 4'0 7 AS REQ. CLIP WIRM M MW cA W $005-76 _ ,A p TVP. a000 a B.aIm .1700 a w8069 AS SOD. SPAS SW vam VWL - O n s 3.884 at - As I= M fmm 811NPt7i sucmm - (i �j HOLLOW F'RAMg HEpp/$g,(, • t0 11 /t4 % t-Ip1' f2 AS MD. 4 OMM A8 RfW. OMM M= AC t/4' POOR9 ASSiEW 80 'S F"m MUM 8@4ERER HEOPRDZ 3/16' % f/Y % r IONS SIEEI, BOOB -T8 - iQ a7eo &M 13 - M MM 801U0N R W== ORAPM STEEL - 14 As RIM. MWJ= BBNPORM OM sm $ 2.7so t.71� 2.M ® FRAME JAMB/MIA.UON ® Dodi MULLION „�. OPE7.1 BACK FRAME HEAD/SG.L.124 117. ® MULLION SNAP -RV MATE 12 STffFENER A73 - 3.884 I= • as 9tODUCTli6RSWl�J1 oBrNhtte a �pcoal .373 Aaeptrnallo Bo. Date ® WYMOA pM HORIZONTAL .136 8738 � 8248 188 4 4.100 < 1.786 E AD am a pg•M=moaaumt UL PRODUCPR 1.117 1.000 ,g Jy dlet4109 IIO. ® otass sTOP O ,3 sr 3 °MM 14 O WOS — 90 Shaet t of t SHEAR cup 10 p{{ 10 6 2012 rw. NNINIMIRL MIAM1•DADE MIANn RADE COUNTY PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SIV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) invw mlamldsde.sov/eeomomv Sunshine Windows Manufacturing, Inc. 1745 W 04 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing .the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHS. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHI (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. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County. Product Control Section 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: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.M2011, titled "Aluminum Tube Mullion L.M.I.," sheets 1 through 21 of 21, dated 02/11/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. 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, model/series, 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 slate 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 and consists of this page 1 and evidence page E-1, as weII as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.114216.02 MtAM�DADECOUN7Y 1/, Expiration Date: March 28, 2018 �� Approval Date: March 28, 2013 11 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tribe Mullion L.M.I.", dated 02111/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL- 7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/22/11 and revised on 02/25/13, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 11--1216.02 issued by Product Control, dated January 31, 2012, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-1 Manuel Perez T)L Product Control Exa*er NOA No. l i:9166.02 Expiration Date: March 28, 2018 Approval Date: March 28, 2013 OR 02W THICKNESS FUNIT SEE NOTES 2 AND 4 OF GENERAL NOTES s� VERTICALOR HORIZONTAL RECTANGULAR MULLIONS SCC MULLION OESIGN LOADS DU I ION Oea40n 6 TABLE + I ON MEET 4 OE 2L SEF ANCHOR OESIGIGN DADS (M= 2NM= TABLES 111 2 AND 81` 3 ON SHEETS 4 AND 5 OF 21_ 0 UNIT SEE NOTES 2 AND 4 3 1/Y 0 OR 4`0 ALUM. TUBE OF NOTES �' Jv ^, O.Ow OR &t TNICIOM ` VARIES 180 �4 GENERALNOTESt 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING COOS. Z-MULUONS STULLL BE USED ALCM WITH SEPARATE APING GLAZING UNITS MEETING THE 2010 FLORIDA BULGING CODE REQUILEMENM USE GLAZING UNIT APPROVAL TO SPVWY FASTENER SIZE AND SPACDIG. 3.- TYPE OF ANC OR& FOR ATTACHMENT INTO CONCRETE OR MASONRY WIN 19Y. 28Y OR WOODEN STRUCTURES USE 1/4. OHM. TIIPOON BY 'flW SUILDEIP (NOA NOS?-112LIO); FOR ATDUIIMENT TO METAL STRUCTURIA OR METAL TO METAL. CONNECTIONS USE 1/4- DNA. ORATE 8 SHEET METAL SCREIM 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY. NO CONTRIBLITION OF A1Ud1ED OL42M UMBTS ARE CONSIDERED. &- FOR DETAILS OF ATTACHMENT BETWEEN MULUONS AND STRUCTURES REFER TO SHEETS 7 THROUGH 21 OF 10 PRODUCT APPROVAL &- WOOD WINS BY DIM SftL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALT. BE PPPIOLIED BY THE BUILDING OFFICIAL PRIOR TO MULLION INSTALAlM 1 OF 22 .- MULLION SECTIONS. GENERAL NOTES AND PROCEDURE FOR MULLHON SE ECTO L 2 OF 21 : MULLION SHAPES, ANCHOR CLIPS AND ANCHOR VMS LOCATION DEM& 3 OF 21 .- TAKE 1. MULLION DESIGN LOADS (MUWON WAC" FOR RECIANOULM MULLCRS. 4 OF 21 : TABLE / L ANCHOR OEM LOADS (ANCHOR CAPACITY) FOR RECI'ANGUTAR MULUONL 8 OF 21 .- TABLE I ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 6 OF 21 TABLE / 4. MULLION AND MOM DEIGN LOADS (MULUON AND ANCHOR CAPACIRES) Felt ROUND MULLIONS. 7 OF 21 : ANCHOR CONFIGURATION TYRE Al ON CONCRETE OR MASONRY WITH 1SY WOOD BUW- 8 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON WOODEN STRICTURE OR 29Y WOOD SUCK. 9 OF 2t .- ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY TTM t0Y WOOD BURIN AND ON WOODEN SIRICTUIR OR 29Y WOOD SUZY. 10 OF 21 : ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH t9Y WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUTS(. 11 OF 21 : ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 10Y HOOD BUCK AND ON WOODEN STRUCTS OR 2011 WOOD III FOR 2' % 8' MULLION. 12 OF 21 .- ANCHOR OCmISUFIX ION TYPE 91 ON CONCRETE OR MASONRY. 13 OF 21 .- ANCHOR tONFIOURUIDN TYPE 92 AND 93 ON CONCRETE OR MASONRY. 14 OF 21 : ANCHOR COMT7GURATIDN TYPE 03 ON CONCRETE OR MASONRY. 10 OF 21 .- ANCHOR CON17OURAII0N TYPE Cl ON METALLIC STRUCTURL IS OF 21 .- ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. 17 OF 21 .- ANCHOR CONFIWRIVION TYPE C3 ON MEIAWC STRUC7121E. 18 OF 21 : ANCHOR CONFIGURATIONS TYPE 02. 03 AND 04. MULLION TO MMUM.I.ON CONIO:CBONS. 19 OF 21 .- ROUND M UUMS. 70P VIEWS FOR ANCHOR CONFIGURATIONS TYPE On 9R3. CR2 AND On 20 OF 21 .- ROUND MU LUMM TOP VWA FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. 21 OF 21 : ROUND MULUONL SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BIM 8R3. BRC. CR2. CR3 AND CR4- 7- THE 7HICIO(ESS OF THE SMEL/ALUNWUM HOST STRUCTURE SHALL BE HOT LESS THAN 1/8'. ALUMINUM SHALL BE 6OU3-78 AND STEEL. SHALL BE Fj- 38 kei MIN. &- TUBE MAIEMAI. SHALL BE ALUMINUM ALLY 8083 -TTL 9.- ALL ANCHORS Mt9TALLED IN THE STEEL/ALUMINUM MOST STRUCTURE SHALL HAVE t' MINIMUM TO nE EDGE OF THE STRUCTURAL MEMBERS to.— WOOD MOST STRUCTURE SHALL 0E 'SOUTHERN YELLOW PDGF" 0-0.55 OR GREATER DENSITY. ALL ANCHORS INSTALLED W WOOD SHALL HAVE 1' MINIMUM 70 THE EDGE OF THE STRUCTURAL, MOM WITH 1 3/8' MIDI. EMOMMMENT. 11: CONCRETE MRMMt 1`'o-3.200 Not. CMR( PER ASTM C90. GROUT Fl= CTU Fm- 2,000 Pat YIN. ALL ANCHORS INSTALLED IN CONCRETE SHIAU. KWE 2 1/2' WPM On 70 THE STI3mmm MEMBERS WITH 1 3/P MW. EMBEDMff . o(CLUDING STRXO, PRAM, BM AND OTHER TWILL 1`015168)4 IL- MIATEWALS SGCISIOWO BUT NOT LIMITED TO SMEU/YETAL SCREVIS, THAO' COME INTO CONTACT WITH OTHER OISSIMILM MATERIALS S1AU. BE PROTECTED ACCORDANCE WITH THE SECTION 2003.8.4 OF THE 2010 FLORIDA BUILDING GOOF. 1. DETERMINE THE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ACTING ON THE MULLION AS PER 2010 FLORIDA BOLOING CODE. 2. USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES / 1 AND 6 4 ON ON SHEETS 3 AND 8 OF 21 70 DETERMINE THE MULLION SECTION REQUIRED TO MEET THE DESIGN PRESSURE. 3.USE TABLES 8 2. # 3 AND d 4 ON SHEETS 4. 6 AND 8 OF 21 TO DETERMINE THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE TO NETS THE DESIGN WAD (NULUON CAPAtIIY). 4. HIGHLIGHT MULUO N AND ANCHOR SELECTED MIONS AND CORRESPWING TARE VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS MOA TO APPLY FOR A PERMIT. IRpp aQassw pt wtmt6a Oate.�!d7r'y�� 113'4x`. ROAN _-i J ¢-ZS-Sb FRANCISCID E #P813 ROR P 93 WN v. MMT NM Data D2 -1t-13 OWN 1 -1' R"w- cRisDIM 2011 SHEET 1 OF 21 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS oA n.129 0.125 125 0.750 t.7w .129 0.128 o L0°° 0.128 4.000 at25 F UGO 3.000 2 �0 jall 8.000 2.� 2.000 ZOAM ,� f � a a1z0 SMdb w0 KJ tlL Om Maetdaduim9, U�. LO9 v48 W. Sue VIM t.000 VI CLIP V2 CLIP 2- x r x 1/8' ANGLE CLIP r x 5" x I/8' ANTE tUiP U CLIP C 3'� 4RXXt ALLOYS 8083-1115 ALLOYS 80533-Tti ALLOY: 8093-T8 NI.OY: 8083-111 A110Ys 600-46 3 1/2' ROUND MUT. 4" R MW M1DA 1.000 ALLAY: 6093-78 ALLOY: 9093-76 t" x 2- x 1/e' t- x 2' x 1/9` ANCHOR CLIPS LOCATION DETAILS I- x r x 1/8- 1- x r x t/TP A 1" X 4' X 1/8' t' X 4- X 1/8" 07� / t ALLOYS 9093—T9 ALLOYS 9093—i9 R 0.128 8.000 0.125 \ \ 7 s 0.80 'Z OETAI. 1 [tETNL 2 OETitH. 3 DEMO. 4 1 1 .0 v CL" L QRS v CLIPS L CURS � 4043 VIII.ER ALLOY ' 4.006 HOWZO1t1Al. POSITION HOR IZONIX POSITION VERTICAL. POSITION VERTICAL POEM 4,Opp ON SUBSTRATES ON WLISSTRAMI ON SUBSTRATES ON SBSTRATES (xINTw. WELD t/0.' B TOP VIEW M1 W W"ND m mmm PEVE Et.000 w ALLOY: 6053 -TB � 1' X 4" X 1/4" - B 2' x 4" x 1/9' ALLOY., OMLI-78 2' x e- x 1/8" -- - c ' AUZ* 6063-T9 -- 4043 FILLER ALLOY , C ONTIN. WELD I 0.2511 Om 5 DETAIL 9 DEE41L 7 OETAIL 9 Ile V CLIPS L CLIPS v CLIPS L CLIPS LOW° �0 IORZONTAL PosmoN Ho19za4TAL POSITION VERTICAL POSITION VERTICAL. POSITION MU 014 TO MUCH MULLION TO MULLION MULLION TO MULLION MULLION TO MUWON 0.125 8000 A SECTION 1-1 _ RMW MWION AN*= SLEEVE ALLOYS 6063-79 ROUND MULLUON SLEM 2,000 or. bn. NM WILSON DWENSIONS Data 02-11-13 OLTAI. 9 CLI 10 2' OETAIL 11 , 1 4' a' 1" TYPE A B C X S. X 1/4' U CLIPS U S U CLIPS R ELVERaeMan 3 1/2'0 5.800' &2W 0.125' ALLOY: 6063 -TO HORIZCNIX POSITION VERTICAL POSITION VERTICAL POSITION RwA it 4'0 8.000' 3.887' 0.128' MULLION TO MULON MIAUON TO bftwcN ON SUBSTRATES 4ppm� ® I 0.e WUe R,e oRATUT, Io EDaft Im°0�S Wo .25 -Ya M2011 - PORI I AND MULLION SHAPES ANCHOR CLIPS. 1� M HERNANDEZ DEMN LOADS sIa 9 21. , aefaaauel FLORroA I>E $ 8131,3 - M ,�F �° 2ANCH M AND ANCHOR CLIPS LOCATION DETAILS ,� I I f 2HEEr 21 7115 ARP 15018 (W) - 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE OF -SIGN LOAD (MULLION CAPACITY). 2.- MUWONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. -::7-qTe, zs-ra FRANCISCO HERNANDEZ FLORIDA PE B 81393 1745 S 3W ft CASON-91152 F=m(305)828-8118 z Q 0. b, NM aft 2-11-13 soft HIS 11o9 - M2O11 SHEET 3OF21 IOLIIaf OEM I= - IF 11AM OES= IAM - PSF RUN M IAIO - FW SONS 100.m 111Lm mm 18Lm MOM RUN IBLI9W NUm I t WLM eaLltolt 1'Xr 1'xr 11x4 1'X4 x 1/8 x I x 1/8' x 1/4r2r �� 11x4' rxr rxrrxr x t/4' x IN x I/8' x 1/4 am N ' rxr rxr x 1/8' x 1/4 �• 1283 140.0 140.0 140.0 ar 140.0 115.4 140.0 140.0 27' 140' 1228 140.0 r 9178 140.0 140,30 1400 1128 B4� 140.0 140.0 37' 8945 f40.0 72.25 140.0 1400 140.0 8790 6490 140.0 140.0 48' 88.80 1268 5780 1199 140.0 1440 6985 8190 1125 140.0 or 88.18 101,3 88' 5285 1099 140.0 1440 83.28 47.40 1025 1409 66 8418 9210 74 4085 97.25 140.0 140.0 88.40 4210 9115 1440 74 44.70 8218 BD' 4355 9400 1408 1409 Sr 5215 39M 84.40 1440 or 41,35 700 211 81' 57.48 140.0 14U 140.0 211 12V 77.30 1440 140.0 211 120' 1112 1409 37' 4190 113.7 1408 140.0 3r 9130 5640 14U 140.0 37, 81.15 1408 48' 3250 87.65 140.0 1440 48' 70.70 143.45 1228 140.0 48' 02.69 1149 70.10 1129 1409 6Q 88.69 34.78 9890 1440 or 80.00 9190 66' - 63A102.5 140.0 86' 81.40 3180 8918 140.0 88• 4648 83$0 74 - 6885 91.48 140.0 74' 4595 WD 79.RI 140.0 74 4095 7490 80' - 17L80 8460 1440 W 4240 - 73.7x: 1351 so, 3180 6890 211 �� - 1119 t40.0 1440 2r � 1038 9448 1408 140.0 27' Imo' 1012 140.0 3r - 81.65 140.0 1408 3r 76.85 4790 1367 140.0 3r 7390 1368 48' - 8298 109.0 f40.0 4fi 8828 30M 107.7 1440 48' 8790 1047 or - 3055 072 0 140.0 6r 48.80 2090 8620 1408 �' 45.49 8178 88• - 4.78 79.28 1408 �• 4235 - 78.38 1440 gg' 4180 7615 74'P- 40M 70.70 1363 74 37.78 - 8890 1264 74 3640 8790 >�• 3725 8140 120.0 35,E - KM 1167 ed 3420 em 27' - 8750 140.0 1449 27' WA 8450 1408 140.0 2r 138' 9270 140.0 311 - MA 1198 1408 37• CA 3BM 1238 140.0 37' 8795 1242 48' - 49.10 0140 1409 48'iGt' 4685 30M9645 140.0 48• 5218or 9580 w - 39,30 7390 140.0 3885 - 7655 140.0 BM 41.78 7890 68" - 35.70 87.E 131.5 10• 3530 - 6640 1279 88• 3799 8869 74- 31.E WA 1t75 74' 3130 - 91.90 113.7 74' 3380 62I0 W' - 29.48 95.40 1064 BO' 2610 - 8725 1052 B7' 3125 �40 2r 78' - 81.18 111.0 140.0 27' 108• 72.70 4610 140.0 1440 27' 144' WO 1408 3r - 3738 SIM 140.0 3Y 83.00 3896 110.4 14U 3r 6110 1141 48' - 20.10 6240 122.1 4r 4098 - SLID 140.0 48'4785 8790 _ - 4990 97.70 or 32.70 - 6610 1261 or 38M 7058 �• - - 4640 8BAS w 2678 - 8190 It17 w 3m 6380 T4' - - 4090 79.25 7r - - 1x1,30 101.4 74 31.00 5790 BO• - _ 37.45 7350 80' - - 81.00 0380 80' 2&70 8270 7115 ARP 15018 (W) - 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE OF -SIGN LOAD (MULLION CAPACITY). 2.- MUWONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. -::7-qTe, zs-ra FRANCISCO HERNANDEZ FLORIDA PE B 81393 1745 S 3W ft CASON-91152 F=m(305)828-8118 z Q 0. b, NM aft 2-11-13 soft HIS 11o9 - M2O11 SHEET 3OF21 � L�ATEO ON Al S1®S 7 AND 8 OF xl A2 SI0•ET 8 � 2t Al St®S 40 AND 11 !W 21 1n sNWEr Ix w zr Ire satr 13 � a1 &i 510'ET 13 AND 14 OF Pt Ci SItL}7 W � 21 CL SIffET 18 0i 2) C3 SXfET 17 OF it 02 SIM 18 Of Pt OS S1107 18 OF n 0/ SI&Q 18 � 0 Ftm no= CLIPSDERS - ANCHOR DESIGN LOADS (ANCHOR CAPACITY) ANCHOR DETAILS �1 ID FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON SIM a or 21 TABLE # 2 (RECTANGULAR MULLIONS) s m MUNK ANWHkI IAAD - PSf MW ON SW2OF21 t88lmFMW �m OTItET AtB210.1 TYPE A �i 1VPE B ANOWH 11PE C 1810110R t7PE 0 FOR M020R WAS � Im VIII (BJ SPAS � 0� C010088fAli0NS 8,0.,7.8 I0 1743 W. 3&d PION AS 02 C3 1 02 113 ON 51lEQ 2 OF 21 pp� 18A62 Pr f�.9 t19e tae tae 14U 14U 140.0 f4oe t4ao tloe Fm�3WP8-81 t8 11a,5D loss t.. RECTM008AR 5m 37' 9480 tae tae 1140 lasf10A4aA i40e taea' P-i= FOR A Ot WAS WIN � 7110 140.0 110.0 1132 140e 140.01432 1409 tae� SIX IDJAOS �� pCLAZU 3 AND 4 8&4S 1188 140e WM tae tae 8085 1358 110.083.15 ON SiIEET 2 OF 21 1083 .140A . 82311 1408 lab 8238 1238 140.0 TI' 4T.a 8480 tab 78.a tab tab 73AS 110.0 tab 7145 110.4 140.0 10A LNN1 SPAH 8G 4385 8L70 1318 70.8.8 140.0 f40A 87.9(1 IJ8.8 t40A 87.98 101.9 1�.8 1 l 27' 89.St 110.0 1408 tae 140.0 1408 153.9 1408 1408 140A 140.0 140e TR01W 1& M (W) - W1 + V12 37' 72.10 1408 tab 117.2 1408 1408 1113 IIOe 110.0 112.3 sae 140.0 a � 8S� 1118 140D 8035 1aA lab 8B� 14D.0 14Qe 80.85 1788 1/0.0 HOROWAL 8Q Bl' 44.70 89.45 IJ4.1 72.25 110e 140e 89.20 13&8 ta.0 8928 1038 1383 FOR ANCIM WO5 � 40.&4 81.30 121.9 85.W 131.4 14oe 82.88 128.8 t4oe 8288 e4.a 128.9 DESCRIPTION OF � KM y� s..1 7M 3625 72.80 108.7 S8.B0 1172 140.0 56.18 1123 1408 88.18 8423 112.3 ANCHORS PER TYPE 44 CLW SIM 2 of 21 p` 3380 Wes 100.8 54.E 108.4 140.0 51.95 1038 tae SI.0.4 n.90 103.8 2i 87� tae 140.0 1198 tae 140e I�,J 14a0 las 1$3 It0.0 las N 37' 8.7.75 4a18 1273 140.0 103.0 1140 t40A 1408 98.75 IIOA 140.0 eiRiB 110A 140.9 FOR AKM WASSIX DEMS � 39.E 8830 78.10 110.0 1179 79.45 83,>">,i lab 127.1 140.0 7&10 80.90 1408 121.8 1408 t40e 78.10 80� 1142 81.35 tae 1218 3 AND 4 ON ON SW 2 OF 11 � J0.78 71.90 1072 87.78 118.8 1408 S'.i.38 110J tab SS.3S 83e0 110.7 8H 74 J1� 83.75 88.85 51.5'0 103.0 139.1 4838 8&78 1480 49.35 74e8 98J8 w 89' ?8.a 88.95 8&48 47.a 95.30 128.7 45.E 81.37 1378 4S.a 88.8 8136 71BiSI W WIDDiH (WI) - WI + W2 P7' 80.a 149.0 140.0 130A 1408 1408 124.8 140.0 140.0 1248 tab 140.0 NOTES: 37• t1a7o tnl t/a0 94.8$ tae 140.0 so.ea 1440 140.0 8080 too sae 1.- INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL IA1wnN Ig a.� W.SO Wal 7110 14oe t/ou 70.10 t40e 140.0 7410 140.0 140e OF SPAN AND/OR TRIBUTARY WIDTH TO � � 3820 72a 10x8 8850 117.0 110.0 58AB 1121 140.0 SM 112.1 1111 1408 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). � 3290 iR,80 9a7o 53.10 toes 1440 SO.aS tOi.9 140.0 8095 tote t40A 2.- MULLIONS ON THIS CHART MAY BE 7P 2835 SaW 8a09 47.a 8485 128.1 19.45 9080 1J8.4 40.a 90.90 138.4 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 10' 27.15 lN.a 81.18 43,�t 87.78 118.4 42.0.4 84.10 128.1 42,E 84.10 12at 3.- SEE MULLION CROSS SECTIONS ON x7' 87.&5 135.1 1440 1092 1aA tab 4048 48 140e tae 1 NM si' 1930 98.a tae 78.70 1408 140.0 � 8.35 1143 1a.0 SHEET 2 OF 21. 48' 38eD 7880 1148 81.a 1228 140.0 aa4 8830 117J 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS Dft 2-11-13 � � 30. t4U DETAILS ON SHEET 2 OF 21. 8oa d tors leaxsm- US 4Pvmueammpbinsu em. ORAYANO tm WW ft11atc00kuh1ft"AC 612 2-2s-A3 EZ HIDA 5 14atoc4. i- PER # W SHEET 4 OF 21 � L�ATEO ON Al S1®S 7 AND 8 OF xl A2 SI0•ET 8 � 2t Al St®S 40 AND 11 !W 21 1n sNWEr Ix w zr Ire satr 13 � a1 &i 510'ET 13 AND 14 OF Pt Ci SItL}7 W � 21 CL SIffET 18 0i 2) C3 SXfET 17 OF it 02 SIM 18 Of Pt OS S1107 18 OF n 0/ SI&Q 18 � 0 a 8080 8120 49.10 8830 137.7 47.10 7.10 70.85 94.2168 27.8082.E 44.&4 1i9.� 120.6 4280 2.)0 6{.20855D2485 49.30 7396 39.8.4 7a7o 1073 3815 ats 81.28 7835Bo'alsoasoeaa73.7899.9a 11a,5D loss � L�ATEO ON Al S1®S 7 AND 8 OF xl A2 SI0•ET 8 � 2t Al St®S 40 AND 11 !W 21 1n sNWEr Ix w zr Ire satr 13 � a1 &i 510'ET 13 AND 14 OF Pt Ci SItL}7 W � 21 CL SIffET 18 0i 2) C3 SXfET 17 OF it 02 SIM 18 Of Pt OS S1107 18 OF n 0/ SI&Q 18 � 0 AM= oE�I6DN of aTFApIWtEN1• A TBOIIWI 1' B7 YiOa OM ON @DO C 1919010K OR 1�OD SB6B8BE B 11901>21CI0.TE tE c INW IELO. wesmME B BOo 10.T+tl. SUBSiBAFE (YUItgB W IR81101g ANCHOR DESIGN LOADS (ANCHOR CAPACrM FOR RECTANGULAR MULLIONS TABLE#3 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) t2 PMURuoDItS LOCATED ON ANcm Msm LOAD - FSF SMIS 7 AHD 8 OF 21 A2 SW9W21 A1CM MW LOAD - FSF SIlEE1S 10 AID 11 OF 21 000718104 SHEET 12 OF 21 MM i7PE A Atrt38Nt TRE 8 MUR TIPS 0 WAS 01 M(NM ITPE A A1aCN0 TlPE 9 AISHOR Ift C I= � SPAR 00161W SHUT t8 OF 21 03 � CM*mmvm sw 18 OF 21 190D1 � Sm � � ON SHEET 2 OF 21 A3 0.9 A2 ED 12 CT 2r 120.5 14.0 140.0 140.0 14U 140.0 2r �, 84 45 128.7 1388 140.0 130.8 1480 3r SIM 132.1 t40.0 140.0 138.4 140.0 3r 61.65 924 9080 1348 98.45 140.0 40' 87.80 1018 100.7 140.0 IOU 140.0 U. 4740 7120 78.80 IO38 7390 110.4 60' 6430 81.45 87.78 118.4 8610 12LI BD' 38.4 5740 81.10 88.90 5585 88.30 66' 4935 74A 5 78.78 107.7 7&45 114.7 88' 31.E 6180 5585 7640 8380 WA 7C 480 6649 71.15 88.05 6820 1023 74' 30.4 4620 4980 67.28 47JO 71.60 74 74 25A D 42.76 48.4 6220 44.15 6820 27' or 1128 140.0 140.0 14U 140.0 140.0 2r U, IL45 i20.6 1308 1408 124A 1408 3Y 37' 5670 WA 0485 12LI 50.90 138.4 4e' 85.35 95.00 ,624 ,382 96,9 1108 �' 45M 67.85 73.tO 11670 70.10 IOU 00' 50.&9 76.00 6130 ,10.6 7880 117.7 � 3820 54.0 58M � 5880 84.11 68' 4980 OL10 74.48 IOU 71.3,9 ,07.0 66' 3290 4946 83.15 7180 8086 7649 70 41.00 81.85 8640 89.85 0645 74' 28.35 4480 47AO 6490 4645 8820 7C 38M 5780 81.4 8280 NO 8830 74' 27.18 40.70 U05 5920 4280 8500 2r or IOU IIOA 140.0 140.0 140.0 140.0 2r Or 7(1.80 1182 124.1 140.0 1188 140.0 3r 77.05 1165 1248 140.0 119.5 140.0 3r 5880 8100 9085 1712 8880 1302 4' 59.40 89.10 0680 129.8 1 1360 4r 4320 04M 6085 0428 6890 1003 60' 4750 71.28 78.110 1038 73.80 110.4 Or 3655 SIM 6585 764 6780 80.4 65' 4320 8480 69.80 91A 8880 1dQ3 65' 31.10 47.10 W.78 88&1 48.85 73.00 74' 3680 67.75 6228 "m WA IOI.W 74' 28.00 42.00 45.28 61.10 4140 65.10 74' 36.80 53.48 57.80 71.78 am 8280 7{ 2890 38.E 4193 5585 40.15 WM 2r toe 09.4 140.0 140.0 1106 140.0 1408 2r Or 7,145 110.1 it47 140.0 1133 1409 3r 7280 1063 1172 1408 1123 1400 3r 53.60 80.40 8680 1189 83.00 1248 4' 11990 SM 1219 8$.4 1288 48' 41JO 8195 8835 00.10 6400 NA 80' 4JO 0793 7226 97.86 69.28 1039 or 33.0.3 485 53.4 72.10 5120 78.80 86' 10.85 80.95 �.� 88.70 6295 94.4 89 JOAO 4580 455 8685 18.85 SOM 74' 3828 664 8860 7810 5615 8425 74' 2680 4020 4330 884 4150 8228 74' 3350 50A 8420 7,116 5195 7790 74 24.75 37.16 4090 NA 3640 57.80 2r 108' 03.85 140.0 1450 140.0 1433 14.0 2r 14 1 70.4 IOU 1135 18,16 109.0 1400 3r 98.4 lo2.7 110.7 14.0 106.0 140.0 3Y 8138 7bOS 8390 112.0 486 1195 48 62.4 70.20 5830 Ita2 81.78 1228 48 30.4 88.40 6490 6640 61.4 92.00 60' 4220 6336 8826 0218 8642 9610 6G 31.&9 4780 31.4 69.10 40.00 73.60 65' 3x40 57.4 MA 8576 69.4 US 4' 28.80 4= 410 UM 4490 86,90 7C 364 51.35 8535 7430 5386 7485 w am 3850 4150 a n 3938 59.85 Ti 3196 4750 81.4 169.10 420 73.80 I I 74' 12&75 1 WM 3440 8130 13U 65.4 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) t2 PMURuoDItS LOCATED ON At SMIS 7 AHD 8 OF 21 A2 SW9W21 A3 SIlEE1S 10 AID 11 OF 21 81 SHEET 12 OF 21 02 SHEET 13 OF 21 83 9RET 13 AND 14 OF 21 01 OW 15 OF 21 02 SHEET to w 21 C3 9877 17 OF 21 02 SHUT t8 OF 21 03 SBFT t8 OF 21 04 sw 18 OF 21 DESCRIMON OF ANCHORSPERTYPE 711K GESMTM OF A3iATdWW A umm 1' v 9000 Saw 980 cmwm KAS0lff 1915100 SI111511 . 8 090 comm SU9Si m C 00010m seam E 0 BiF010:ML SU&9W (MM To WALWO Sm MR4=II GIAmmP FOR Am= Cm = Do" FOR Al" CLIPS I AND 2 O7 SEE 8E3A9.8 ON SW 2 OF 21 FOR AMWR Qa9 amens t AND 2 112 v4rium ON 9tEET z 2 21 IfAN81RAR PRS FOR 1WHOR CLIPS Mtiw SEE OEM$ 4EIMRfAl RfCfAt10. Nl811Oi1 67.69. AND 10 FOR ANCHOR CLIPS Sm MR4=II GIAmmP NOTE& 7T6,tt a wm (w) yn 2 w 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MUWONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MUWON CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. APtmti'ed at mmptiy7ogw7t68tc FIorW oWl colTp Data I(! FRANCISCO HERNANDEZ KOALA _ •_ FLORIDA PE / 51393 1745 W. PINS Fm (=964-9:1111 Fina(39a}828-51 18 z 0 W alum Oft seats 5 OF 21 .0 ulm SPAN TIS TRDTN (147 Wt 2 w2 FOR Al" CLIPS SEE 8E3A9.8 3AND 4 ON SHEEP 2 OF 21 4EIMRfAl RfCfAt10. Nl811Oi1 FOR ANCHOR CLIPS SEE DEDttS PROW FR= 3AND 4 ON SHEET 2 OF 21 NOTE& 7T6,tt a wm (w) yn 2 w 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MUWONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MUWON CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. APtmti'ed at mmptiy7ogw7t68tc FIorW oWl colTp Data I(! FRANCISCO HERNANDEZ KOALA _ •_ FLORIDA PE / 51393 1745 W. PINS Fm (=964-9:1111 Fina(39a}828-51 18 z 0 W alum Oft seats 5 OF 21 MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITZM FOR ROUND MULLIONS TABLE S4 UUM DIM I= - PSF Top VIEW LDf m ON S1: m IDCAIm ON ANCHOR DEM I= - PSF SW 19 OF 21 DIYDSI01i.4 80 t00.U0d1 vuumN 8R4 ANd10R TYPE 6 SHI:Tt 2f OF 21 AN= TWE C OW is OF 2t 9'm (W) SPAN 3 Ilro % UW 4 0 x 0.128' --m--7 CCKFMWWM 1H61 8R4 CA2 CFO M4 2Y 51• 14" 14U 140A NO 14W 140.0 HU 140 3P 119.9 14U 14&0 MU 140.0 14&0 14&0 140 49• 9&10 14&9 118.1 14W 1132 113.2 14U 14U 51• 72.10 14M 94.51 127.9 9&56 9&51 1358 14U W 6555 129.0 6890 11&0 an 9235 1238 14&0 74• 5845 It" 78.80 103.4 73.48 7548 11&1 14U ar 54AD 10&4 7M8 NA 97.90 67.98 1018 1388 2Y 81• 93.70 14W 140A 1408 1408 1408 14U 14U 3r 6635 134.6 1172 140A 112.3 112.3 1408 14U 48• 5270 1057 90.35 121A 88.86 WAS 1288 14U w 42.18 6290 7128 9785 6225 6L25 1038 138.5 or 38.70 75Ao BSJo 8&30620 am K45 1258 74 - 6/28 68.80 7&10 S&IS 5&18 84.28 1123 51• - 8220 "m 73.t5 81.98 S185 77.90 1038 2Y 7&40 140.0 14U 140 t3S.3 MA 14&0 14&0 3T 6286 104.0 1050 139.1 9&75 14U 14U 14W 46•40.78 51.18 MA tO72 75.10 14U 114.2 1&0 6r 32.80 84.18 63,85 am 60.90 INS 9135 1218 68 - SL30 87.73 7ZW 5536 110.7 83RD I10] 74• - 52.00 81AO 6985 49.30 OL75 74.&5 9878 51• - 4&10 0.51 9435 4w 91.35 8980 9135 � 8128 1208 13" 14&0 124.6 14&0 140.0 14&0 4420 IR15 9485 128.1 an 110.0 13&4 14U r27* 34.18 07.00 7510 99.70 x.10 14U 105.1 140.0 - 54.35 6880 X95 5555 112.1 SLID 112.1 - 49.40 WS 7180 5185 IOU 7&45 1018 - 4480 47AO 64.51 4845 WA 68m 9Dm 51• - 40.78 4385 SW 4251 64.10 6388 84.10 2i 3631 81.65 1512 1408 104.8 1408 1408 1408 3Y - ISM 78.70 1078 7835 1408 1148 1408 49' - 45.51 91A0 an 5885 117.7 SIX 117.7 6r - 3&70 48.18 SL35 47.10 94.51 7089 9421 99• - 33,40 44.85 WM 4280 MAD 64.E 8&80 74' - - 3988 5380 3815 7835 8726 7638 p - - 3888 1 49.75 3830 7085 8260 "A ANCHOR DETAILS CROSS REFERENCE TABLE (ROUND MULLIONS) 1�NFIt81RAifONS Top VIEW LDf m ON S1: m IDCAIm ON on SW 19 OF 21 SHO 21 OF 21 80 SW 19 OF 21 SW 21 OF 21 8R4 SW 29 OF 21 SHI:Tt 2f OF 21 CA2 OW is OF 2t 9W 21 OF 21 eR3 St6Et t9 OF 21 ow 21 OF 21 Qt4 MW 20W21 MW 21OF21 Fm AVIMI Q2'S SEE MV& 11 ONSW2OF21 YER1m0 1101910 IB91IO1 CIA= CUM PDR ANCHOR CCSB pra= t SEE oE7A0. 11 DN SW 2 W It ILIMLl a VMW0f MH N e K + m DESCRIPTION OF ANCHORS PER TYPE (ROUND MULLIONS) AMMI TYPE UMMM OF 91001E111 9 900 effi�IE SI�S&UE c Ilao 1rEH6. su�mAE NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21. 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 4.- SEE MUWON CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND LOCATIONS ON SHEET 2 OF 21. z-a5-rs FRANCISCO HERNANDEZ FLORIDA PE 51393 rad W. wrd . naiad orwa ba NM Oats 2-tt-13 Soft Km RWXGM__ Navbtam later Nm M2011 SHEET 6 OF 21 ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END - 2 WITH V1 MULLION CUP SUBSTRATE: 1- BY WOOD BUCK OVER CONCRETE / MASONRY r ALUM V1 MULLION CLIP 2" vi MULUO?l CUP, 1 5� JS`�W. LE 4GTH FOR SW oll a"i� 1` X Y X i/8" MULLICI. i11BAftmn k ALUM. VI _ _ r 2 5/Hi INT LENGH FOR 1745 IL Ud place MULLION CLIP t I 1 1" X 3" X 1/8" mimpi. e rAft 3m I I t" BY WOE BUCKS BY OTHERS I Fsoa)�-otte SHALL BE PAY ANCHOREO A t n I TO TRANSFER LOADS TO THE SI UCTURE AND r -------I �(�� APPRMULLIOVEO------ ----- AH.UM. TUBE MULLION MUM It 11 PRIOR TBE OFFM p y t" BY Wow BUM BY OTHERS AM. TUBE MULLION 1 �1 it d y rnTRANSFER M TTOOC� STRUCTURE AND 1" X 2" X 1/B" - - IIt AHAX —' SHALL BE APPROVED BY BUILDING OFFICIAL 1` X r x 1/8° -- FRM TO MULLION INSTALIM D II. TOP VIEW > a t. ° it ' a II ° ° ITW BUB.DFX TAPtxIW D 1/4" rFW BUIU0 TAM THRom 1" BY row BUCK t 3C MK EM3EOMENf KID E.O. THROUGH 1° BY Wow LRH!(/r 1 3/4` MR E6INE!)�NT INTO z "m4mTE/lIA ERY 2 1 IdRt 0 NOTE ANCHOR CONFIGURATION TYPE At AS SHOWN IS VALID FOR MIN' (1) PER LEG (1) PER LEG� MULLIONS 1" X 2" X t/s` AMID V X 3° X 1/8: SIDE VIEW A SIDE VIEW 8 FOR ANCHOR DESIGN LOADS SEI: TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al Y OR 3' 2" x 4° x 1//8ALUM. ANHX.E FOR 1` X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 /8° 5/ 1 5/8° INT. LENGTH FOR t/B��MUU.IDH1. WITH 2- X Y X 1/8- ANGLES SUBSTRATE: 1- BY WOOD BUCK OVER CONCRETE / MASONRY 2 FOR B1" 1° X 3° X 1/B° MIR.LIDN. 11 #14 S.M.S. AAM. MOE� I __ I (2) EA, AN(IE 1" BY W= BUCitS BY OTHERS +14 S.MS. ®I 11 BY WOOD RICKS BY OTHERS 2° X 2° X 1/8" - - i I SHAT BE PROPMY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE (2) FA ANGLE I A I B SHALL BE PROPERE.Y ANCHORED AUBE AIDE : ALUM TUBE MULLION I l AND SHALL BE A'PROVFD BY &IRDING 1 2 MAX TO TRANSFER LGA05 TO THE STRUCTURE AND SHAD. BE APPR(Aa BY BUILDING OFFICIAL. lS4 OFFICIAL. PRIOR TO MULLION INSWIATION PRIOR TO MULLION INSTALLATION ` A (2) iA. I� i if II EE 3 a � D ilp• D ° D � IHU.-----1/4" ALUM. TUBE MULLION R a RW BUILDER TAM 1" X 2° X t/8" 1° X 3" X 1/B' ' it II - - F.D. THROUGH 1" BY AIDC) BUCK 1 3/4° MIN. EMBEDMENT WTO amm u., NM :4 D ° °i!D • . a °' ji D ° 2 1/2° MIN. CONCRETE%MAmRIf n BHILOEX TAPOON (1) PER MOLE tkta 02-11-13 THROUGH 1` BY WOW BUCK SIDE VIEW 8 txa� 3 � t• TOP VIEW 3" 1 3/4" MIN. EMBECIENT INTO comwE umASDE1R1'P-"= HI¢N (1) PER ANILE gppmvedmeom woof WA111M U• SIDE VIEW A �� ' ? s-?6-'� FRANCISCO HERNANDEZ M2011 NOME ANCHOR WNFICURATEON TYPE Al AS SHOWN S VALID FOR N FLORIDA PE B 51383 SHEET MULLIONS 1" X 2` X t/8' AND 1" X $° X 1/8°. FOR ANCHOR DESIGN E.OAOS SEE TABLE B 2 ON SHEET 4 OF 21. Ur� i 7 OF 21 ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1• X 3' MUWONS NUMBER OF ANCHORS PER ENO = 2 WITH W MULLION CLIP SUBSTRATE. 2" BY WOOD BUCK OR WOODEN STRUCTURE IV ALUMINUM VI MULLION CLP I"� V1 MlflllON CLIP 2" OR 3„ 1°S/8° INT. LENOIN FOR Sui�m,W,�m,�,,,V;,�mdOm 1. I. X2- x 1/e" MULLION. AUALV (jti_ 2 5/8` INT. LENGTH FOR , IAC 1745W_� _ 3 �--t{ �. CI X 1/e' E81WOP1. 2° BY wow ma OR WOODEN SRBfCTURE 1' X (- I r OiNERS I { Fou(laxe-atts { n 1 SHAH BE PROPEW-Y ANCHORED r------'1 2" BY WOW BUCK OR WOMEN SMCTURE ► AUAL TUBE MULLION �'n TO WiiHSTAND LOADS IMPOSED BY t,�AZING ------ -PRM= W THE SH&VURE AND 4 ROPFRLY ANCiORED SHAH BE APPROVED BY BUILDING OFFICIALALUM. II �wt 11 TUBE it PRICt TO tatlloN QiSTIUlATDN TO WBHSlAND LOADS IMPOSED BY QA= 1 tzlSOWCRK ANDt• x 2' x 1/9' _ I I SHALLR;E A PfTHE E0 BrMOING oFFRCaI PRIOR TO Mld1�N H1SfALLAT�N tj8' II II II 1 t/4" RW BUIDFX TAPCON 1/4' BW OLMOEt1 TAPCON �11!� TOP VIEW 1 3/8" MIN. EM�DMENT INTO W0001 318' MIN. EMBEDMENT INTO WOOD (1) PER LEG (1) PER LEG r 1° IAN. z 0 MIR. NOTE ANCHOR CONFIGURAMION TYPE Al AS SHOWN LS VALID FOR MULLIONS 1' X 2' X 1/8' AND 1' X 3' X 1/8'. SIDE VIEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2' OR 3' 2" x 4x 1/8" . �AL•UM. ANGLE FOR 1" X 2' OR 1' X 3• MULLIONS NUMBER OF ANCHORS PER END - 2 /8' S/ 1 5/8' errLCN(.In FOR 1' X Za X 1jE WITH 2" X 2" 1/8• ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE TFON. S/8' DR: LENGTH FOR IV2 1° X 3° X 1j8' MULLION. B #14 S.M.S. 2' 2° X X 1 I I I 1' ALUM. ANGLE #14 S.MS --- ®8 r fff wow ma0 STRICTURE (2) EA ANGLE CIA S LL BE PROPERLY LOADS IMPOSED , GtAZRac At/ AUX ANG 8° 2' BY WOOD eERctc WOODEN (2) FA ANGLE U '' Q _ 1 BY OTHEIM 1� Mr'r�D 8WOFFlCAL SMALL BE PROPERLY ANCHORED SIIA BE BY AUX TO WITHSTAND LOADS NPOSEO BY PRIOR TO MULLION 8H5Ud 11UI0N ALUM. TUI MULLION— g� GIAZDIG TO THE SIIRICTURE AND II ► A Sim SIIALI BE BY BU(LOINO 1/4' RW BUB oFX IAPCON (2) FJL4 ANGLE i{ II OFFICIAL PRIOR TO MUUION t 3/8' WL BUD= INTO WOOD ARUM. TUBE MULLION If II INSIALLM (1) PER ANdE 1' x 2° x 1/8` _ E.O. ft. b, NM Yx3'x1ja' II II 1'MR II I 1/4 ITW WILDEX MAPCON U U 1 3/8' MIN. EMBE mDff INTO WOOD SIDE VIEW B aeon t TOP VIEW (1) PER ANGLE tbw>K txr� xo. M2011 MW. Flo''avede°°�Pb'�uBuIfA16a nme - C rG� � a-ats-ta SIDE VIEW A NOME ANCHOR CONFIGUR9= TYPE Al AS MOWN IS VAID FOR mtumt ast FLORIDA�� PE S � f DEM L DS SEE 21ON FOR ANCHOR ME # SM 4 OF 21. 8HOFT 21 .wANCHOR CONFIGURATION TYPE A2 B FOR 1" X 4' OR 2" X 4' MULLIONS NUMBER OF ANCHORS PER ENO = 4 WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE: 1- BY WOOD BUCK OVER CONCRETE / MASONRY Y x 51 X 1/8" ALUM. MOLE 2• X a` X 1/8'— ALUM. ANGLE — 3 5/8•W. LENGTH FOR 1' OR 2' 4° X 1• X 1/8- man 3 3/8• INT. LENGTH FOR 4. ON t–t r AuK ANGLE 4` X 1° X 1/4` Mtp" a �� 1j4° _ ALUN lU� IdUWON 3 5j8` DR. LENGTH FOR (2)4" r 1• x 4 x 1/a• 2" x 4• x 1/8• N 1' z 4" x 1 4° 114 S.MS. x 2" x 1/a' muaoN !zt]L t7 � and � t� amt ' A c 2` z 4' x 1% " (2) EA ANGLE i" BY WOOD BUCKS BY TOTHERS MUST BE PROPERLY ANCHORED � �len TO TRANSFER I.= TO THE STRUCTURE _ i=: gg ♦ 1 ° s n �`v ♦ U. ° ♦ . v e e 'SHALT. BE APPROVED BY MUM %9CX s a u♦ e ♦ n ' Pm TO MULLION INSTAUATION in �1/4' RW BIpLODT TMCON � BY WAD BUCKS BY OTHERS. SHALL BE PROPERTY ANCHORED THRDUGN i' 13Y WOOD B1X.YC 2 1/2- TBH. 1/4° ITW aIkLDEI( TAPCON TO TRANSFER LOADS TO THE STRICTURE AND 1 3/4° MDI. EMBmm 0170 THRMIGH 1" BY HOOD am SHALT. BE APPROVED BY BUMG WFKXA. CONCETE/IMW 1 3/4` MDL EIMMENT.W0 PRIOR TO MULLION IRS1AUATION (2) PER ANGLE 1/2' 1/2' SIDE VIEW A SIDE VIEW B (2 AN GLE TOP VIEW NOTE: ANCIOR COP =RAT= TYPE A2 AS MW IS VALID FOR MULLIONS T` X 4- X 1/8', 1° X 4- X 1/4 AND Y X 4" X 1/8 FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A2 IV FOR 1 ° X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 4° Y X 5' X i/8' ALUM. ANGLE B WITH 2" X 5' X 1/8" ALUM. MOLES SU85TRATE 2" BY WOOD BUCK OR WOODEN STRUCTURE 5/8' 5/a 3 5`8' W. LENGTH FOR 2" X 5- X tja" 4 X 1- X 1/b" MULLION ALUM. ANGLE --- #14 S M S. 1 3 3/8• W. LOW FCR �U14 4 M�lg1tON i 1" OR 2' (2) 4' X 1" X Ile MIAUON ------ 3 5/8' W. LENGTH FOR 4TU6 s ® 4' X 2° X 1/8° MULLION 1• x 4" x 1/4' -+ TUB S ALUM. ANGLE 2' x 4'x 1/8' MAX �– i�x 4" x 1/8' 2' BY WOOD BUC( OR WOODEN STRUCTURE 1• x4' x 1/4' #14 S.M.S. A 1 a BY OTR1M MUST BE PROPERTY ANCHORED }— 2` x 4' x 1je' (2) Ek ANGLE — u u 70 WiTHSIAND LOADS ffm DUCTS TO THE S BY CLAM ED PIIOPR BE APPRM _-- 1 1' MIN. SHALL BY MUM OFFICIAL = TO MULLION MSML47ION 1/4' TTW sTmW TAPCCN 1/4' TW BUILDEX TAPC0N 1 3/8- MDL EMBEDMENT INTO WOOD io—A2° BY WOOD BUCK OR WOODEN STRXIURE 1 3/8' MDL SENT SIDE VIEW B (2) PER ANGLE I>vaab NM BY OTHM wo WOOD PRQPERLY ANCHORED (2) PER ANt;LE1�– Y TWITH�STANO Data3 Soft t 4 e +' 1 1 TOADS BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY B1AID81(1 OFFICIAL gym' TOP VIEW PRIOR TO MULLION INSTALLATION ePprovedaawrpplyingstmtltc t>W3sro Ho NOTE: ANCHOR fIOFDlbilRAIlON TYPE A2 AS IS WiUD F� //gg� SIDE VIEW A MUUJ0NS 1" x�GN 1 8'. xSHEETS t�foe6lo ntv �. <� 2- 26-� FRANCISCO DA PE # 51393 M2019 SHEET FOR ANCHORR SEE TABLES # 2 AND # 3 ON 4 AND 5 OF 21. uu adpProdt ark;; 9 OF 21 ANCHOR CONFIGURATION TYPE A3 r' B FOR 1" X 4' OR 2' X 4' MULLJONS NUMBER OF ANCHORS PER END m 8 2' X 5' X 1/8' AUPA ANGLE WITH 2' X 5' X 1/8" ALUM. ANGLES SUBSTRATE: 1` BY WOOD BUCK OYER CONCRETE / MASONRY 3 5/8' INT: LENGTH FOR 2' X 5` X 1/8° 4' X 1' X 1/8' MULLION ALUM ANGLE 5/8*5 3 3/8" W. IBM FOR 1' OR 2" 4" X 1' X 1/4' MULUON A�tfM TUBE MULLION #-"f ANGLE #14 S.ILS. 3 5/8' INT.LENGTH FOR wWg 1 x 4° x 1/8' 1' x 4° x 1/4' -- 1 x 4 x 1 �) � -- -- 4' X 2' X 1/8' MIR LION umd cbft 2' x 4" x 1%8' 1° x 4' x 1/4' SMS :J1)4 ® 1' BY WOOD BUgGS BY IOHEt� 1745 B 3hd Plan tmreou nota2' x 4' x i/8' �' ANGLE 1/2' MAX.,,_ ANWRED �1RAPI5FER LOADSBE Y S1R11C11RtE AND Ma CMP" -M �3°°�-°tte a a SHAM � APPROVED BY BIRLdNG OFFRIAt. —•— o ° D It�� ai�a P(80R TO MULLION Q(SfALIATIONI" a71/e Y n 1119 � B1 WOOD SUM BY OTHERS 1/a BIALDEX TAFCON SHAD. BE PRWER LY ANCHORED THROUGH 1' BY 9� BUCK 2 t / ° IN BULDEX TAPCON THROUGH 1" BY WOOD BUCK av TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' WL EMBEDMENT INTO 1 3/4' LAN. EMOMMENG INTO /MMAS�ONR/ SHALL BE APPROVED BY MUM OFFICIAL CONCH EANGLE PRIOR TO MULLION 0(SM AT10N �C�/ (3) PER ANGLE 1 SIDE VIEW A SIDE VIEW B TOP VIEW O NOTE AN COIN- XG RNIO18?°, 1 X 4J' X 1 4 HA2 XFQ4 X 1/8`. FOR ANCHOR DESIGN LOADS SEE TAKES 2 AND / 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 W FOR I* X 4" OR r X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 2° X 5" X t/8' ALUM. ANGLE FOR WITH 2" X 5' X 1/B" ALUM. ANGLES SUBSTRATE- 2" BY WOOD BUCK OR WOODEN STRUCTURE $ 1. XL1l E _ ALUM. ANG E� i' OR 2 4 S/8" 3 3/8" INT. LENGTH FTX( 5/8 '1`—{' 2' X 51 X 1/8' 4' X 1' X 1/4" MULLION OM ANGE rx �71 A�l1M �UBE MULLION #14 S.M.S (3) EA, ME - 3 5/8' W. LENGTH FOR l 4° X 2° X 1/8' MULLION � 1#14 1" x 4° x 1/4" — 1° x 4" z 1�Jt -- 2° BY 9000 G1GC OR WOODQ( SIRUCTllfBZ` x 4' x t/8' c4 j 2` x 4' x i/8°(3) � 1 2' MAX rc t o " PROPERLY ANCHORED ii n a x o G M PRODUC� f-4 ED. SIBE APPROVED BY BUD= OFFICK PRIOR TO MULLION WSTALERION 1/4° IN BULDE7f IAPCXX( i 2' BY WOW BUCK OR HOODEN SDtUCTIRiE 1 3/8' MR FSI6EDMENT OTHERS. INTO WOOD 1 1/By 3% WL EMBEDMENT R(f0 VODD - SHALL BE PROPEIB-Y ANCHORED (3) PER ANGLE SIDE VIEW B (3) PER ANGLE moo. inNM TO WITHSTAND LOADSRASED BY GA2lNG PRODUCTS TO THE S AND nota 1/2" PRIOR TO MULUINSTAJATIOSHALL BE ffRDVM BY NO 1%2 OFMIAL sodaQW-13 TOP VIEW SIDE VIEW A"" NOTE ANCHOR COEffKURA710N TAPE A3 AS SHOWN 5 VAUD FOR MULLIONS 1" X 4' X 1f8, 1' X 4' X 1/4' AND 2° X 4 X 1/8". Florw q st+dmv & a•ss-►s ® - FRANCISCO HERNIWDEZ Iatawi eauget t FLORIDA PE 81393 txsAWY+o M2011 FOR MOM OEM LOADS SEE TABLES / 2 AND 13 ON SHEETS 4 AND 5 OF 21. SHEET 10 OF 21 % i IV ANCHOR CONFIGURATION TYPE A3 2' x If x 1/8' ALUM. AME — $ FOR 2" X 6° MUE.LHONS NUMBER OF ANCHORS PER END = 6 5 5/8' INT. LENGTH FOR 2' X X 1/8' WITH 2" X 51 X 1/$" ALUM. ANGLES SUBSTRATE: 1' BY WOOD BUCK OVER CONCRETE / MASONRY 2' X 8' X 1/8' MULLION - - — 5 3/8 A' INT. LENGTH FOR ANGLE � 2" 2° x 5' x 1j4' Ic mN .- .- " 5j8' 5j8 t—t 2 X 5 X E ALUkI 1' By WOOD BUCKS BY TOHERS. MOB Fmdm ALUMINUM TUBE MU1110N 2' X 6' X 1/8" j14 S.MS, ALUM. TUBE MULLION 2' X 8' X l j8' (3) EA ANGLE r -- �- 1 _ 7 SHALL BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE SiRUCTl9iE �GBUi6C�4Hi- ilk. 1745 a 33rd � 2' x 6' X 1/4' 2' X C X 1 4' a c #14 S.Ma / (3) FA ANG E SAL BE APPROVED BY BMWO OFFICIAL PIiiOR TO MILLHONt DLSTAUAT[DN I� a% Roth 3m2 (3asJse�->rou `A 1 1 1/2 Pm¢(306HE?A-D11e uP 11 - --- a d ; a A na °y e y a a LI/ V LF.D. -1 j4° ITW BUILDER TAM THHR0m 1° BY Y1000 BUCK 1 3/4" MR EMBEDMENT INTO �+ SHALL PROPERLY ANCHORED T/THROUGH 11 By BUCK 2 1/2lAPC0N' MK- KVMASONRY (3) PER ANGLE TO TRANSFER I= TO THE SMMIRE AND 1 3/4" WL B89= INTO _SHALL HE APPROVED ANG ORMCONIC�MASOM PRIOR TO MULLION (3) PER ANGLE SIDE VIEW A SIDE VIEW 8 1 1/2" 1 Ile 0 TOP MEW NOTE: ANCHOR CONF RtATION TYPE A3 AS SHOWN IS VALID FOR rte MUUIONS 2' X B' X 1/8' AND Y X 8° X Ile. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 13 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 ' WITH 2' X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2' 13Y WOOD BUCK OR WOODEN STRUCTURE X 5" X 1/S' ALUM. ANGLE 2' x 5" X 1%8' --- S Sj8° W. LENGTH FOR AUHM. ANGLE Y " 2'x5°x1/6 2' x 6° x 1jB' "m GTH FOR SX ALUM. TUBE MULLION—fi ALUM ANGLE 014 SMS 5/8° 5/8 2' X 8'1%4 MILLION ALUMINUM TUBE MULL= -- 2' X B' X 1/8° (3) FA. ANGLE —(3) S.M.S Y 8Y WOW BUCI( OR WOODEN STRUCTURE Y x 8' X 1/8' 2° X 5' X 1/4° 1a (3) FA ANGLE i BY OTHERS. ANCHORED 2° X 8' X 1/4' -- -a _ SHALL, BE PROPERLY TO WITHSTAND I=AHMED BY GRAZING A u' u o PRODUCTS TO THE STRUCTtK AND 1 2' MAK SHALL BE APPROVED BY TG OFFICIAL tj4' InY eulLOEx TAPCON " PRIOR TO INSTA 1J4" TAPCON --- MIL EMBEDMENT 1 WOOD BY VWD BUCI( OR WOODEN STRUCTUfR£' P 1 3/8" WK EMBEDMENT IRO WOW (3) PER ANGLE 8Y OTHERS (3 ANGLE E 1' ML me.. n►r NM SHAD. BE PROPERLY ANCHORED TO WITHSTAND LOADS WOSEO BY (LAZING PRODUCTS TO THE STTNHCTURE AND SIDE VIEW B date 4E-1/-13 SWILL DE APPROVED BY BHLDING WICIAH, PRIOR TO MULLION DWALIA71ON g� 1 a" . 1' d, 1 1/2' 1 1/2° SIDE VIEW A +� � Mtb NORa3AlaD 'L'pi o" m tad. ttmWe nldtn ,. r M2011 TOP VIEW NOTE. ANCHOR CONFUJIMSMN TYPE A3 AS SHHOWN IS VALID FOR qet r FRANCISCO FERNANDE2 MULLIONS 2' X 8° X 1J8' AND 2' X r X 1/4'. FLORIDA PE 1 51303 FOR ANCHOR DESIGN LOADS SEE TABLES f 2 AND 9 3 ON SHEETS 4 AND 5 OF 21. 1 y :.;; , =SHEET ANCHOR CONFIGURATION TYPE Bl FOR 1' X 2' OR 1' X 3' MUWONS NUMBER OF ANCHORS PER END - 2 WITH V1 MUWON CLIP SUBSTRATE: CONCRETE aw.4— 2' OR 3' B I. CL AI UNUM VI MW-LWN CUPALM. W. V1 LXIP I I 1 1 5/8' LENGTH FOR1 1' X 2' X 1/EN n~a a ua wawMUWON I^ I TUBE MULLION fnl ALWL Vt MULLION CLQ------ ______ Ir TH FON 2 8/8' UIT. LENGTH FOLAI.ULL 1' x 3' X 1/8' MULLION 3 V' s -alta A 11 it d u t. 2. MAX ALUM TIME MULLION f'xYxt/8' _ _ P II s p 1' x 3' x 1/8' p p P �: P P II�d-P-114° LIW tAlDDE7I TAPCON s, p �- 1/4' flW [IIALDEX TAPCON yA 1 3/4' MIN. EMBEDMENT INTO I Y I CO RTE E.D. 1 3/4' MAV. EMBEDMENT AVTO CONCRETE (1) PER LEG 2 1/2' Nm (1) PER LEG TOP VIEW SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONI'MRAIION TYPE 81 AS SHM ON THS SHEET IS VAUD FOR MULLIONS 1' X 2' X 1/8' AND 1' X 3' X t/8'. FOR AM= DESIGN LOWS SEE TABLE 12 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Bl 2' O1 3° FOR 1° X 2" OR i" X 3' MULLIONS NUMBER OF ANCHORS PER END m 2 j8. 5/i2' WITH 2' X 2' x 1/8' ANGLE SUBSTRATE: CONCRETE X 4' X f/8' ALUM. ANGLE 1' 1 5/e' W. LENGTH FOR B 1' x 2' x 1/8' MULLION /14 S.M.S. CH D __ 0 2 5/8' Mr. LENGTH FOR (2) E' ANGUZ I I ALUM. TUTS MLUM $14 s Ms ®g 1' x 3' x 1/8' Nam 2' X 2' X 1/B' - - 2' X 2` X t/B' (2) EA. ANGLE U ALUM. ANGLE , gg14 s M S. a ALUM. AWE 1/2' MAX. (2)'FA ANGLE 11 'A II II p P jj Sp a p s. ALUM. TUI MILLI p p II p p II p P 11 II a . p U. E O. 1/4' 119 RUEX TAPODN 1 3/4' MAV. EMBEDMENT INTO CONCRETE N a(� : e P • U-.—. / 11W BUILDER TAPCON 1 3/4- MAV. EMBEDMENT INW 2 1 2' MIN / (1) PER ANGLE 1' x 3' x 1/8' / r CONCRETENM � m= I FR (i) P ANGLE SIDE VIEW B Soca 1-13 YARIES MAV. smte aa�amu SIDE VIEW A a�ran TOP MEW -ve Fortdi eW18�udt5p ° a o�gtmtoxa M2011 o�,e FRANC I- NOTE: ANCHOR C41ffH;11MW?4 TYPE Bt AS SHOWN ON THIS SIM IS VALID FOR ��,� rmdaet 1 FLORA PE # 51393 SHEET MUWO M 1' X 2' X i/8' AND 1' X 3' x 1/8'. , /, ' , FOR ANCM DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. W. J 12 OF 21 ANCHOR CONFIGURATION TYPE B2 FOR 1" X 4' OR 2' X 4' MULLIONS NUMBER OF ANCHORS PER END ® 4 IV WITH 2' X 5- X 1/8' ALUM. ANGLES SUBSTRATE. CONCRETE EEl 2' X 5- X 1/8' __ � ANGLE 4 2' X $' X 1/8' AM ANNIE $fAi313A8 YimdoSs P P 5/8' 5 I. 2 3 S/8' ANT. LENGTH FOR Mmmfckft IAC. A� T1 MUILON 1 x 4' x 1/8' 2' X S' X if8' ALUM. AN6iE fEk 4' X 1' X f/8' WULLION LENGTH FOR Xe XI 1745 9 Fft f' x 4� x 1/4=------- Y x 4 x i/8' .N AUA W ON � i (2) 1' x 4 x 1%8 - '-- 4° f/4 MULLION 3 5/8' MT. LENGTH FOR 30�B 1, 8 r�(. A 1" x 4 x 1/4' 014 SAS. (2) E►. MOLE 4' x Y x 1/8' MULLION Y x 4' x 1/a' , Y MAX • s pp s ass `♦s U>♦ . a s tl ♦ :p ' a °. a s �I '1 a 1/4 n T�ILIiEX TAP .1.ON 3/4° MIN. DKDMENT INTO inOoNcFm ITW BMW WOW 1/3/ (2 PER ANGLE ME1NT DIM 1 1/Yi-�-J�-�1/Y ODNOREIE SIDE VIEW A (2) PER ANGLE SIDE VIEW B O TOP VIEW NOTE: MOM CONFIGURATION TM 82 AS SHOWN IS VAMP X MULLIONS 1' X 4' X 1/8', 1P X 4' X 1/4' AND2' X 4 X 1yr. FOR ANCHOR DESIGN LOWS SEE TABLES 12 AND 13 ON SHEETS 5 AND 8 OF 22- IV ANCHOR CONFIGURATION TYPE B3 B FOR 1X 4' OR 2' X 4' MULLIONS NUMBER OF ANCHORS PER END a 8 _ WTTH 2- X 5- X 1/8' ALUM. ANGLES SUBSTRATE: CONCRETE 5/8° 5/8 4- X f° X 1%8' MULLION SSP AM MOLE 3 5/8' INT. LENGTH FOR ALUM TUI MULLION /14 SMS 1'OR2'Po f2 X S X 1/8° (3) 3 3/8 ANT. LENGTH FOR 4'X 1'X1%4'WMN 1' x 4' x 1/8' 1' x 4' x 1 4' L1/4' yn��g /�j'�(0�NY ALUM. ALUM. MOLE ®4' 3 8/8° ONT LENGTH FOR X Y X 1 ' TH FON x 4' X 1/8' A o 1' x 4 X 1` 14 SMS 1'x 4'X 1/4 Yx +' x f/8' I (3) ANGLE DW MWIN= .- U, `v° e n+ a ♦ a a EL ♦. 1 31e MAN. EMBEDMENT INTO . g �� •' °• if x '' a ° ° s 1 1 (3) PER ANGLE ♦ SIDE VIEW B 1-1/4' --- --- TIMI BUILDt:7L TAFCON SIDE VIEW A 1 3/4' MIL EM8ED1ffNT INTO CONCRETE cw.P M NM Q2-11-13 1 (3) PER ANGLE ootm soft 1P-i- \ 4ppmved m wwpt 029tffi10e RPM - RwWwk- ORAWO M TOP VIEW ::'"m mo r NOTE ANCIIOR OO1NFfOilPATION TYPE 83 AS SHOWN IS VALID FOR MIAUONS 1' X 4' X i/8; 1' X 4' X 1/4' AND Y X 4- X 1/8'. E-$Ns-►3 FRANCISO HERNANDEZ FLORIDA PE # 51343 M2011 SHEET FOR ANOW DMG N LOADS SEE TABLES 12 AND 13 ON SUFIS 4 AND 5 OF 21. Ry. � �,� 13 OF 21 ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END - 6 :_` WITH 2' X 5" X 1/8- ALUM. ANGLES SUBSTRATE: CONCRETE $1Y1d18 wow. kwatift k 1745 W. 3&d Pkn �)ie4-2M Fampamaa-5118 r B f X 5' X 1/8" ALIBI. ME AYLIJx 5M/ r— _ 6. 5 5 W. u9m 'T" FORK x 6" x 1/8" man 2- 5/8' 5/8 5 3/8' W. LENGTH xsx t t. MAX E #14 S" FOR 2- X Ir X 1/4' MMM MGGL ALUM. RME WUM ALUM. TUBE MULLION (3) EA. ANGLE ---- - - - O r X 8' X 1/8' 2- X 6' X 1/4' E 2' X 6' X 1/4° (�U. ANGLE �- A 1,41/r --lu Rill 'n 1/4'MAMTA= n ° ° ° •u` ° 5 + 1 /4 MIN. BRIMMENT WOCONCRM - --- L1/4 W 11W BUILDER TAPCON 1- ED. (3 PER) MME to I 1 3/4' MIN. EM< DMEtQ' Km 2 1/2' MM. ttt+++ r-CL NCRETE (3)� PER ANGLE SIDE VIEW 8 SIDE VIEW A 1 1/2' 1 1/2' TOP VIEW n M+ NM' . � oft 8ft radaom 9Pl�Ted earoatPlYfvSailbfTb FlorWa NOTE: WOR !X>NFIaIRA M�pE B3 AS SHOWN 3VAUD FOR o = � DEz MULUM Y X 6- X 1/8' MID 2 X 6' X 1/4". MW fl FLORIDA PE ; 51393 WU1R10 1�. M2011 FOR AMMDES=LOADS SEE TABLES # 2 AND 8 3 ON SHEETS 4 MIO 5 OF 21.ur�f SHEET 1 4 Er 21 IV B ra ANCHOR CONFIGURATION TYPE CIL FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ENO = 2 WITH V1 MULLION CUP SUBSTRATE: METAL Y OR 31 1° ALUM. V1 _ _ ALUM. TU13E MULLION t t t MILLION CLIP ----- ------ A ji ii P t z MAX ALUM TUBE Mt&1lON i/4' S.M.S. GRADE 5 IHROUGH METAL 1° x 2° x 1/8° LANY APPROVED MULLION OR (i) PER LED 1" x 3° x 1/8' WAL STRUCTLRAL MEMBERS BY OTS SHAH. WITHSM ANCHOR SHEAR FORCES MINIM THIgONESS = 1/8' (SEE NOTE 7 ON SHEET 1) E.D. SHALL BE APPROVED BY BUUDM OFFICIAL I' MEd. PRIOR TD MULLION INSTALLATION TOP VIEW SIDE VIEW A SIDE VIEW B 2" x 2- x 1/B"— ALUM. ANGLE 014 S.M.S. — (2) Ek ANGLE �A ALUM. TUBE MUE I' x 2° x 1/8° 1' x 3' x 1/8° NOTE: ANCHOR CONI MRATION TYPE Cl AS SHOWN IS VALID FOR MILLIONS I' X 2' X 1/B' AND 1" X 3' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. ANCHOR CONT FOR 1" X 2' OR 1" X 3" MULLIONS WITH 2' X 2- X 1/8" ALUM. ANGLES 7 1° B � -I —I ALUM. TUBE MULLION 4ir l ALNI1YIm V1 MULLION CLP 1 5/8' W. LENGTH FOR 1' X 2' X 1/8" MULLION 2 5/8' W. LENGTH FOR 1- X 3' X 1/RT" MULLION METAL STRUCTURAL MEMBERS ON OTHERS SHALL WITHSIANO ANCHOR SHEAR FORTES MINIMUM THICIMESS - 1/8' (SEE NOTE 7 ON SM1) SHALL BE APPROVED BY SlI01NG OFFICIAL PRIOR TO MULLION INSTALLATION 1/4' S.M.S. MDE 5 THROUGH METAL (1) PER ANGLE CATION TYPE Cl 2' OR 3' NUMBER OF ANCHORS PER END - 2 51ir 5/8 ALUM�M 2" X 2- X 1/8' MGLE SUBSTRATE: METAL 1 5/8' INT. LENGTH FOR 1. x 2' x 1/R1• Mwim 014 r 22/8" rAUU ML (2) FA' 01,11"1 -I_14% 1LJ T/4° PER S GRAM mom mm—+� (1) PER ANGLE ANY APPROVED MULLION OR METAL STRUCNRA. MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MAIM THMIESS - 1/8' (SEE NOTE 7 ON SHEEN 1) SHALL BE APPROVED BY BUQDUIG OFFICAL PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A NOTE ANCHOR ODNRGtMION TYPE Cl AS SHOWN IS VALID DIOL MULLIONS 1' X 2- X 1/8' AND 1' X 3- X 1/8'. FOR ANCHOR DESM N LARDS SEE TABLE 12 ON SLEET 4 OF 21. 014 S.Ms 2 5/eINT. LENGTH FOR (2) FA ANCLE __ 1° x 3' X 1/8' MULLION © I ANY APPROVED MULLION INH METAL STRUCi11RAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SIEAR FORCES MINIMUM THICKNESS - 1/8' (SEE NOTE 7 ON SLEET 1) SHALL BE APPROVED BY B11I1.000 OFFICIAL PRIOR TO MULLION INSTAlA11ON f/4' S.M.S. GRADE 5 THRmlt;fl META. (1) PER ANGLE I• MW. APProeedaaneu�PRSmllsi168n Pin Dale fl P,=ft� " v SIDE VIEW 8 FRANCISCO HERNANOEZ FLORIDA PE 51383 Ru z 0 Ind I w. hy2 NM Oats 8wlu 3 1' RuMm R.rrYae M2011 SHEET 15 OF 21 ANCHOR CONFIGURATION TYPE C2 B FOR 1' X 4. OR 2' X 4' MULLIONS NUMBER OF ANCHORS PER ENO = 4 ALL981M V1 MULLION CLIP WITH VI AND V2 CLIPS SUBSTRATE. METAL 4' 3 5/8' DR: LENGTH FOR VI MULLON q P CLIP FOR 1 MULL 1' OR 2° ,' % 4' X 1J8' MULLION V2 CUP troll 2' WILL ALLUENUM V2 MULUON CLIP 3 518° W. LENGTH COR 2' X 4' X 118° MULLION ALUM. TUBE MIRS ti YImUfOCf lg 1° x 4' x 1/8' --- z° x 4 x ,1B• 1 1 ALUM. TUBE MULLION I 1 I ( rni----------4 eco h W. F� gs4-q s2 II I I �----------jl 4 APPROVE[) _ ON OR Fmrt:006��-8H8 %tII � A 11 d n METAL STRUCTURAL. MEMt� BY OTHERS wRHSTA,� aN�oR S ,R FORCES MUM TWCKNESS a 1/8° 1/4• S.MS. C;i w 5 u (SEE NOTE 7 ON SHEET 1) SHALL --- THROUGH METAL. (2) PER LEG ANY APPROVED MULUON OR MEIAL MEMBERS BE APPROVED BY BUaDlNG OFFICIAL PRIOR TO MULLION 141AIMMOlI SHALL WIi1Sf D SHEAR FORCES i MIL 1/4 SX.S. MOM METAL NOTE 7L 1) (2) PER LEG 5 1/2' 112 SUL BE APPROVED BY/BMW OFFICIA PRIOR TO MULUON INSUSMON z TOP VIEW SIDE VIEW A SIDE VIEW 8 Q NOTE- ANCHOR COWMM TYPE C2 AS SHOIEM IS VALID FOR 1' X 4• X 1/8• AND 2• X 4' X 1/B• MULUONS- FOR ANCHOR AGN LOADS SEE TABLES 0 2 AND # 3 ON SHEETS 4 ANO 5 OF 21. ANCHOR CONFIGURATION TYPE C2 IV FOR I* X 4' OR 2' X 4° MULLIONS NUMBER OF ANCHORS PER ETdO = 4 4° 2' X 2' X ,/8° ALUM. ANGLE $ WTTH 2° X 2' X 1/B' ALUM. ANGLES SUBSTRATE. METAL 3 518° W. LEM FOR Y X 4 X i/8° 518' S/8 4' X 1' X 1/8• MULUON ALUM. ANGLE 1°OR 2' 3 318' W. LENGTH FOR t4' X T° X 1/4 MULLION ALUM. TUBE MULUON V x 4' x 1/8° #14 SMS. 1 I I 3 518° INT. LIENGTH FOR 2' x 4' x 1/8• - 1 () EA. ANGLE I _ ALM T11� IAULllON 2 0 ----- r X 2° X 1/5• MULLUXV � I #14 ® (2) EA ANGLE I� IT � ANY APPROVED MULLION OR METAL STRUCTURAL IdfMBERS 8Y O1HEi� A o II II 1 112 SIIAU VTRHSTAND ANCHOR SHEAR FORCES to 1'e° — 114' SMS GRADE 5 (SEE NOTE THROUGH MM (2) PER ANGLE LANY SHAD. BE APPROVED BY WMING OFFICIAL PRIOR TO MULLION WSUiUATION - APPROVED MULUON OR ANAL STRUCAAtAL MEMBERS BY OTHERS 1/4' SILLS GRADES THROUGH MEUU tza�n are NM SHAD. MISIMD MOM SHEAR FORCES 1' MAV. I1W (EE ON MEET 1) (2) PER ANGLE oats 02-11-13 :ice 3X - 1' 2 / • 1 ' SHALL BE APPROVED BY OFFICIAL PRIOR TO MIILUON RMALIA11014 TOP VIEW q�talsal el Cost iIS@VIfBQW SIDE VIEW A SIDE VIEW 2-2s—ta FRANC tW18Ut8 N0. M2011 NOTE ANCHOR CONFlMTION TYPE C2 AS SHON ON DBS SHEET L4 VALID FDR woaa FLCAPE / 51383 SHEET 1° X 4• X 118', 1• X 4' X 114 AND 2° X 4' X 1/8° MULUONS /� =; FOR MCHOR DESIGN LOADS SEE TABLES # 2 AND 0 3 ON SHEE1S 4 AND 5 OF 21. 16 OF 21 ALUM. THA# MIA 1'xrx1/8' r x 4' x 1/8' rxrx1/8' IV ANCHOR CONFIGURATION TYPR C3 B FOR 1" X 42% 2" X 4" OR 2' X W. MULLIONS NUMBER OF ANCHORS PER END = 6 AllwIUM y1 MULLION CUP ALUM MULLION CLIP WITH Vi AND V2 CUPS SUBSTRATE: METAL 4. OR 8• 3 5/8' W. LENGTH FOR V1 CLIP FOR 1" MULL 1' OR 2" 1' X N X 1J8' MULLION FV2 CLIP FOR r WILL 3 51rAIM V2 LENGMUuTH rl Cly 3 5/B' MT. LENGTH � „�,� r X 4' X 1/8' MULLION TOP VIEW ALUM. TUBE MULLION W 1'x4'xIle B 1'xrx1/4' rx4'xIle r x 8' x 1/8' rx6'x1/4' � � C !v �A 14 ALUM. TUBE 1/2' MAX. 4— u u 1/4 S.M.S. GRADE 5 THROUGH METAL (3) PER LEG ANY APPROVED MULLION OR METAL STRUCTURAL MEWIERS BY OTHERS E SHALL WITHSTAND ANCHOR SHEAR FORCES t,I 1` OW THICKNESS = 1/8' (SEE NOTE 7 ON SIM 1) SHALL BE APPROVED BY MWG OFFICIAL PRIOR TO MIA LION INSTAL ATIM SIDE VIEW A NOTE: ANCE{OR CONFIGURATION TYPE G3 AS SHWIN NS VAUD FOR 1'X VX118',rX4'X,/8'ANDrX8'X 1/8' FOR ANCHOR DESKSN LOADS SEE TABLES # 2 AND $ 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 FOR 1' X 4`, 2' X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2' X 2' X 1/8' ALUM. ANGLES SUBSTRATE: METAL or x ANGLE -1� ORr:F/a; I I 44 1/2' TOP VIEW SIDE VIEW B 4' OR 8` ALML TUBE MULLION #14 S.MS #14 S.M.S. . - (3) EA. FA ANGLE �j` 1 (3) FA ANGLE P III II I 1/4' SJRS GRADE 5 1/ r MAX THROUGH METAL (2) PER ANGLE ANY APPROVED MULLION OR E I METAL. STRUCTURAL. MEMBERS BY OTHERSSHAtl =�' L NCHOR SHEAR FORCESi' MINIMUME 8" (SEE NO 7 ON SHEET 1) SHAT. BE APPROVED BY SAD1NG OFFICIAL PRIOR TO MULLION MSE4IAWN SIDE VIEW A SIDE VON Dt NOTE ANCHOR CONFIGUROW TYPE C3 AS SOWN IS VALID FOR MULLIONS 1' X 4` X 1/8', m 1' X r X 1/4', 2" X 4' X 1/8-.2' X r X 1/8' AND f X 8' X 1/r. FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND / 3 ON MEETS 4 AND 5 OF 21. 8a ANY APPROVED MLA.LION OR METAL STRUCTURAL MEMBERS BY OTS SHALL WRNSTAND ANCHOR SHEAR FORCES MINIMUM T mEss - 1/8' SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY MUM OFFICIAL PRIOR TO MULUON INSTALLATION 4/4' S.M.S. THROUGH METAL (2) PER LEG -2' X r X 118' ALUM. ANGLE 3 518' W. LENGTH FOR 1" X 4' X 1/8 MULLION 3 3/8' W. LENGTH FOR 1'X4'X14'MULL= 3 5/8' W. LENGTH FOR r X r X ,/B' MULLION 5 5/8' W. LENGTH PIAL r X 8' X 1/4" MIALION ANY APPROVED MULLION OR JMETAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES LBNI w THICI@m = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY MWIG OFFICIAL PRIOR TO MULLION INSTALLATION Ale S.M.S. THROUGH METAL (2) PER LEG RWEZ" 1t Y -25 -fib FRANCISCO HERNANDEZ FLORIDA PE # 61393 mmfG*lt6lg, k 1745 PinW0003"-. ( -sm NW410% 33512 Fda(3 rOM-5118 0. bl+ NM ada 8x-11-13 sea 3/8' - 1" Raw-- ROW-4- DREW a w-mRahm4_DREW NC. illi2011 SHEET 17 OF 21 ANCHOR CONFIGURATIONS D2+ D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2". 1" X 3' AND 1" X 4" MULLIONS WITH U CUPS SUBSTRATE: METAL C (►C I►C (►C 4' ORO 3' � 4 OR 5• C {�C ��C 1/C T1"CUP ��C ANCHOR CONFIG. D2 ANCHOR CON W. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D3 ANCHOR CONFIG. D3 FOR 1' X 2" TO 1' X 2" FOR 1' X 2" TO 1' X 3" FOR 1' X 2" TO 1' X 4" FOR i' X 3' TO 1'X 3" FOR 1' X 3" TO i" X 4" CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION 1. ri SECTION" CUP E V" DETAIL I SHEET 2 OF 21 NOTE, ALL SCREWS USED FOR NUWON TO iRUAJ10N CONNECTIONS SHOWN ON TNS MEET S1dN.L BE 114 S.M.S. ORADE s. FOR ANCHORS DESIGN LOADS SEE TABLE f 2 ON SHEEf 4 OF 21. 1/C ANCHOR CONFIG. D4 FOR 1'X4"TO 1"X4" CONNECTION +rAdft 3m B 0. bA NM of Swim RRW- wwvede, b"W �� MOdwUwe a•aS•+a FRANCISCO HERNANDEZ FLORIDA PE 0 51393 ` aam no M2011 SHEET 18 OF 21 �C ALUM. SLEEVE FOR 3 1/2'0 OR 4'0 AURA. Im MULIM STRUCTURAL. WNI./BEAM—i TOP VIEWS FOR ANCHOR CONFIGURATION 3 1/2'0 OR 4'91 TYPE BR2, BR3, CR2 AND CR3 AM TUBE M1IUM ROUND MULLIONS F3 1/2'� ANO 4-01/8' THM AURA. CUIDULAR PLATE WELDED 10 ALUM. SLEEVE. 5 1/Y FOR 3 1/2' OAUJON 8' FOR 4'0 MUWON ANCHOR CONFIGURATION BR2 AND CR2 FOR 180 ANGLE 3 1/2"0 OR CO ALUM. TUBE MUCH ALUM. SLEEVE FOR 3 1/2'0 OR 4'0 ALUM. TUBE MMM NOTE: FOR UMM AND ANCHOR OEM LOADS SEE TABLE f 4 ON SHEET 8 OF 21. 3 1/Y0 OR 4'0— ALUM. TUB MULLION ALUM. SLEEVE — FOR 3 1/2'0 OR 4'0 ALUM. TUBE MUWON F srRUCm,,LL MLIWM 11 4nrd 5 1/2' FOR 3 1/2'0 MUUM 8' FOR 4'0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE 1/8' T Ut2( ALUM. fiRC" KAIE WELTED TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2'0 MULLION 8' FOR 4'0 MUWON ANCHOR CONFIGURATION BR3 AND CR3 FOR W ANGLE 4 85CMjdyt WM D/ 8-Pi6=(6 mcm, CO FIER 50, Z? FLORIDA t°E � 513!13 a E,r NM o� 02-11-18 Rahto�c Rmdfbre M2011 19 OF 210 \\ 11° . _ 5 1/2' FOR 3 1/2'0 MUUM 8' FOR 4'0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE 1/8' T Ut2( ALUM. fiRC" KAIE WELTED TO ALUM. SLEEVE. 5 1/2' FOR 3 1/2'0 MULLION 8' FOR 4'0 MUWON ANCHOR CONFIGURATION BR3 AND CR3 FOR W ANGLE 4 85CMjdyt WM D/ 8-Pi6=(6 mcm, CO FIER 50, Z? FLORIDA t°E � 513!13 a E,r NM o� 02-11-18 Rahto�c Rmdfbre M2011 19 OF 210 TOP VIEWS FOR ANCHOR CONFIGURATION NAM SLME TYPE BR4 AND CR4 FOR 3 1/a' °O per, � MULLION ROUND MULLIONS ALUM. TUBE MUWON 3 1/2"0 AND 4"0 1/B" T7H=ALUY. tSRgBAR PIAIE STRUCTWIAL. WALLAUM, I I rWELDED M ALUM. SLEEVE VARIES 5 1/2" FOR 3 T/2'0 MU111ON 8" FOR 4'0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 180° ANGLE 3 1/2'o OR ALUM. TUBE MULLION ALUMN N SLEEVE FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULLION NOTE: FOR MULLION AND MON DESM LOADS SEE TABLE 14 ON SHEET 8 OF 21. 3 1/210 OR 4"o ARUM. TUBE Muum ALUM MIM SLEEVE FOR 3 1/2'0 OR 4"$ AUDI. TWE MUUJON r 1/2' � •a` •a 1 2' 1,4 /� • N r M N N _ •N M � N 'a M I N L N VARIES 5 1/2" FOR 3 T/2'0 MU111ON 8" FOR 4'0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 180° ANGLE 3 1/2'o OR ALUM. TUBE MULLION ALUMN N SLEEVE FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULLION NOTE: FOR MULLION AND MON DESM LOADS SEE TABLE 14 ON SHEET 8 OF 21. 3 1/210 OR 4"o ARUM. TUBE Muum ALUM MIM SLEEVE FOR 3 1/2'0 OR 4"$ AUDI. TWE MUUJON r 1/2' � •a` •a /� • N M _ •N M � N 5 1/2" FOR 3 1/2"16 MULLION 8" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 135 ANGLE 1/8" THIOL ALUM. ORM AR PLATE WBXD TO AUBd. SLEEVE. 5 1/2' FOR 3 1/2"0 MULIJON 8" FOR 4"$ MIBM ANCHOR CONFIGURATION BR4 AND CR4 FOR 90' ANGLE eomwaa es waet.wta FFRAN DO nDRIASC HERNANDEZ PE 0 51393 &ISfBdAv, b. �OOlofi, tNs a ssna waw �2 rmarsobteze-a� is El mom, ba NM ado We a• a �- awm a la M2011 SHEET 20 OF 21 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND BR4 ROUND MULLIONS _ 3 1/2°o AND 4.0 SUBSTRATE: CONCRETE $IB�RB WWQIT6oee 3 1/2'45 OR 4°O 3 1/2"45 OR 4°O 3 1/2°45 OR 4°O UM. TUBE MULLION ALUM. TUBE MULUGN ALPhi I/8° THICK. ALUM. CIRCULAR PLATE N ^---_ 1/8' THIM AUK C1RCLOAR PLATE ALUM• TUBE MUUION °N _-___ 1/8° TFICIL ALUM. CIRCMAR PLATE 1743 W. 33rd Paas (305)3U -2M ro,a(s -8118 • WELDED TO waDED TO ALUM. SLEEVE 1waDED TO ALUM. lki- e 4e 11 p 4 e e 4 pp 11 e p e ; �°�-- ° j4' ITW BILAm TAPCAN e e ; 'p ' tl� ° ; -1/4° ITW BUIL �X TAPCON p He p II 4 e s e ; II • ° ° , e ; 1/4° I1W BILA DEX TAPCON e 3 , " 1 3 4' MIL. EMTITDMENT INTO 1 3/4° MIN. EMBEDMENT KID ° 1 3/4° MIN t2ffiEOIdENT INTO CONCRETE (2) PER PLATE (3C) P TE (4) PER PLATE SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONKG. BR2 ANCHOR CONFIO. BR3 ANCHOR COMM BR4 NUMBER OF ANCHORS PER END - 2 NUMBER OF ANCHORS PER END = 3 NUMBER OF ANCHORS PER END - 4 Z NOTE FOR MtftUON AND ANORAK DESIGN LOADS SEE TABLE 14 ON SHEET 8 OF 21. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 �t 3 1/2.0 AND 4°0 a� AUK LI nl TUBE MuIUDN U ---- 1/8° TIM AMM CIRMAR PLATE SUBSTRATE: METAL 1 ED TO ALLW40 SIM • AL SMJCTUR MEMBERS BY OTHERS 3 1/rO OR eO 3 1/2°0 OR 4'$ A MINIMUM immE55 = 1/8° ALUM TUBE MULLION 'HIALUM TUBE MULLION (SEE NOTE 7 ON SHEET 1) 1/8' 7HKIt AICAd CIigILAR PLATE 1/8' TLI m ALUMINUM CIRC" PLATE '� SHAD. WITHSTAND ANCH{O! SHEAR FORCES 1----- D ALU SLEEVE ED A tNTNUM SLE OFRCIAL PRO TOO M1B110N�WSTAUATION ° AL STRUCT RAL. MEMBERS BY OTHERS �- METAL STRUCTM MEMBERS BY OTHERS � 1° MINIM THC401ESS = 1/8' MDIMUM THKIum = 1/e° (SEE NOTE 7 ON SHEET 1) (SEE NOTE 7 O1 SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES SHALL WITHSI M O ANCHOR SHEAR FORMS 1/4' S.M.S. CRADE 5 MOM METAL AND SHALL BE APPROVED BY GUIDING AND SHALL BE APPROVED 8Y BUI,ONG SIDE VIEW E (4) PER PLATE OFFICIAL PRIOR TO MULUON INSTALLATION OFFICIAL PRIOR TO MULUON INSTALLATION E.D. MIN 1/4' SAS. GRADE 5 THROUGH MEW. ANCHOR CONFM, CR4 NUMBER OF ANCHORS PER END = 4 1. h° NM I/4 SX.S. WOE S THROUGH METAL (3) PER PLATE SIDE MEW C (2) PER PLATE SIDE VIEW D aft 02-11-13 ANCHOR COMO. CR2 ANCHOR CONKGw CR3 laaffiIm° NUMBER OF ANCHORS PER END m 2 NUMBER OF ANCHORS PER END R 3 v rteWtom_ NOTE FOR MUWO1 AND AN*= O SIOI LOADS SEE TABLE / 4 ON SUET 8 OF 21. F9nc daompaitwlmAle al Iwa3atlo taati M2011 nu ;a°roa�„ RDRIDA PE 51383 '� %'/ SHEET 21 OF 21 MIAMFDADE MLA.MI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SIV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 313-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE "A) wwwm1&m_ldad2jW_1economy Sunshine Windows Manufacturing, Inc. 1745 W. 33d Place Hialeah, FI, 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section 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 Section (in Miami Dade County) and/or the AIIJ (in area 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 111650 (XOX)" Aluminum Horizontal Sliding Window -- LALL APPROVAL DOCUMENT: Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, with revision #I dated 03/09/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami- Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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, model/series, 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 # 12-0320.01 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 revicived by Manuel Perez, P.E. NOA No. 13-0416.13 MIAMt•Dj NT1f Expiration Date: August 19,2018 Approval Date: July 04, 2013 Page 1 Sunshine Windows Manufacturina, Ine, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass" Sheets 1 through 6 of 6, dated 07/21/08, with revision #1 dated 03/09/12, prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. (Submiffed under previous NOA#12-0320.01) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, (#b aggregate gravel) 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 horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. V11,-5352, dated 12/07/07, signed and sealed by Carlos Rionda, P.E. (Submiffed tinder NOA#07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 07/15/08, prepared, signed and sealed by Francisco Hernandez, P.E. (Subini#ed tinder NOA#08-0820.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12111/16. Manudf Perpo Product Controlamine NOA No. 13- . 3 Expiration Date: August 19, 2018 Approval Date: July 04, 2013 E -I Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of confomnance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. (Submitted tuider previous NOA#12 0320.0.1) G. OTHER I. Notice of Acceptance No. 12-0320.01, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (OXO)" Aluminum Horizontal Sliding Window — L.M.I., approved on 05/17/12 and expiring on 08/19/13. Manu er Z.E. 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