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RC-19-78Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 02/12/2019 Location Address Parcel Number 10401 NE 4TH AVE, Miami Shores, FL 33138 1122310150100 Contacts Permit NO.: RC-01-19-78 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 07/15/2019 21NS PROPERTIES LLC Owner ALCO WINDOWS AND DOORS Contractor 68 NW 100 ST, MIAMI SHORES, FL 33150 LOREN FRAUTE Other: 3057908432 9550 NW 12 St 16A, Doral, FI Business: 888-877-2526 luis@alcoimpact.com Mobile: 7865540485 Other: 3055620868 Description: RETRO FIT IMPACT WINFOWS (12 WINDOWS) Valuation: $ 17,596.56 Inspection Requests: THIS PERMIT REPLACED WS-12-18-3737 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $7.92 DCA Fee $5.28 Education Surcharge $3.60 Permit Fee $477.90 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $13.20 Total: $622.70 Building Department Copy Payments Date Paid Amt Paid Total Fees $622.70 Check # 1332 02/12/2019 $622.70 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes..I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Oar %/ Applicant / Contractor / Agent Date February 12, 2019 Page 2 of 2 a ry Miami Shores Village Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC 2 01018 Tel: (305) 795-2204 Fax: (305) 756-8972 ,( INSPECTION LINE PHONE NUMBER: (305) 762-4949 r� BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 l-':' Master Permit No. Sub Permit No. RC - 0 1 — (1, Vr ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP `"�" j ' I CONTRACTOR DRAWINGS JOB ADDRESS: 10 1J, OI NE NeAye. City: Miami nShores County: Miami Dade Zip: Folio/Parcel#: � t - c�d�3t — 015 — 0 1 (")o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (2 _f._ IN ?fOlz fTk es 1 LC. Phone#: 1 Address: 4 O1 NC- `4 1\Uenu e- City: A l n yy- � State: Zip: Tenant/Lessee Name: Email ne#: CONTRACTOR: Company Name: (c) W 1 A�IJJS G�_ ` )G�� Phone#: ( 9?) 9- 1n— , -5x Address: " 155o Nw j 2 � + tb A City: CX-CA, State: —�� Zip: Qualifier Name: V-1 1 = Phone#:628 �rm— State Certification or Registration #: C GG (,55� 31,1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ ' I �� r s Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: ❑ Alteration Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ ❑ New Training/Education Fee $ ❑ Repair/Replace Zip: ❑ Demol CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ a TOTAL FEE NOW DUE $ 22 19 Bonding Company's Name (if applicable) Bondirig Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip ME 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. 4449 OWNER or AGENT The foregoing instrument was acknowledged before me this 140— day of 20 by T�✓O �al'SI who i ersonally known me or who has produced !C—>�nQ tsu .as identification and who did take an oath. Sign Seal: e Sash* Public II Touzo h of Florida MY Commission GG 221730 (y 400*1100/274022 APPROVED BY Signature CONTRACTOR The foregoing instrument was ackno ledged before me this (K day of �Q�/1tiQ,✓, 20 �� by Lo7 - o 'e . , VKO is personally known me or who has produced identification a o id a an NOTARY PUBL Sign: Print: Seal: Sash• I Touset My Commission GO 221739 bpires OO12712022 as Plans Examiner Zoning (Revised02/24/2014) Structural Review PZ4� k Clerk 1*7 4� OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2231-015-0100 Property Address: 10401 NE 4 AVE Miami Shores, FL 33138-2012 Owner 21NS PROPERTIES LLC Mailing Address 68 NW 100 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 3,722 Sq.Ft Living Area 2,819 Sq.Ft Adjusted Area 2,873 Sq.Ft Lot Size 8,250 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $237,608 $264,314 $257,637 Building Value $199,961 $199,961 $199,961 XF Value $924 $924 $924 Market Value $438,493 $465,199 $458,522 Assessed Value $184,482 $180,688 $176,972 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $254,011 $284,511 $281,550 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIRROR LAKE SUB PB 56-15 LOT 10 LOT SIZE IRREGULAR OR 17336-4268 0996 1 Generated On : 12/18/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $134,482 $130,688 $126,972 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $159,482 $155,688 $151,972 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $134,482 $130,688 $126,972 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $134,4821 $130,688 $126,972 Sales Information Previous OR Book- Price Qualification Description Sale Page 07/31/2018 $100 31135-2889 Corrective, tax or QCD; min consideration 07/18/2018 $555,000 31091-2527 Qual by exam of deed 09/01/1996 $140,000 17336-4268 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Detail by Entity Name Florida Limited Liability Company 21NS PROPERTIES LLC Fi ing Information Document Number L18000182809 FEI/EIN Number NONE Date Filed 07/31/2018 Effective Date 07/31/2018 State FL Status ACTIVE Principal Address 68 NW 100TH STREET MIAMI SHORES, FL 33150 Mailing Address 68 NW 100TH STREET MIAMI SHORES, FL 33150 RqgisteredAgent Name & Address GALLESI, FERNANDO J 68 NW 100TH STREET MIAMI SHORES, FL 33150 Authorized Persons) Detail Name & Address Title MGR GALLESI, FERNANDO J 68 NW 100TH STREET MIAMI SHORES, FL 33150 Title MGR BAIGORRIA, MARIEL 68 NW 100TH STREET MIAMI SHORES, FL 33150 Annual Reports No Annual Reports Filed Document Images 07/31/2018 -- Florida Limited Liability View image in PDF format i 7a n , .,, a 11 V , of U-- r, 11 RWared by and return to Ira B. Price, Esq. Legal Title Services 9560 S.W.107 Avenue Suite 202 Miami, FL 33176 305-6704450 File Number: 04004736 lSpace Above This Line For Recording Data] Warranty Deed CFN: 20180552120 BOOK 31135 PAGE 2889 DATE:09/11/2018 03:54:10 PM DEED DOC 0.60 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY This Warranty Deed made this 31st day of July, 2018 between Fernando J. Gallesi, a single man whose post office address is 68 NW 100 Street, Miami Shores, FL 33150, grantor, and 2INS PROPERTIES LLC, a Florida limited liability company whose post office address is 68 NW 100 Street, Miami Shores, FL 33150, grantee: (Whenever used herein the terms "grantor' and "grantee" include all the parties to this instrument, and the heirs, legal representatives, and assigns of Individuals, sad the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS (S10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 10, Mirror Lake Subdivision, according to the plat thereof as recorded in Plat Book 56, Page 15, Public Records of Miami -Dade County, Florida. Parcel Identif►cation Number: 11-2231-015-0100 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017. = Witness Whereof, grantor has hereunto set grantor's hay State of Florida County of Miami -Dade ritten. The foregoing instrument was acknowledged before me this 31st day of Jul , 2018 by Fernando J. Gallesi who U is personally known or [X] has produced a Florida driver's license as identificatio . [Notary Seal] SIAWROMM Printed Name: YY00WASSI0N=GG0611T8 . DFe6nM4.4021 oracgdgty�FS`gNay' My Commission Expires: DoubleTimeo Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Insl2ection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date t qame 0 10 SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH U January 17, 2019 Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores Village, FL 33138 Re: MARIELA BAIGORRIA RESIDENCE, 10401 NE 4Trr AVE, MIAMI SHORES, FL 33138 BUILDING COMMENT RESPONSE LETTER (1/14/19) Dear Mr. Building Officer: Pursi.LmA a•your request we have reviewed the building depart comments and provide the following response: 00 ...... 1. Provides f nishing detU and specifications for the steel columns. •• 1A. Please see r4vised, letail 1/S2. Steel column will be wrapped with %." metal break. ""• 2, According to 041;e.4 on sheet S 1 of 2 waterproofing is to be provided by others. Provide waterproofing system see** to bg Vsp fir this prgjcct. • • • • 2A. Contdctor to 1wavide. ...... ...... • 3. RCCortkng to orfr'ftords in appears that the glaze opening is in hazardous location. Provide compliance with sect"9308. • sees 3A windows (140A No. 18-0314.06) has minimum category class A of glazing using ANSI Z97.1, which complies with section R308.4.3. We hope that you find this information helpful and should you have any questions please feel free to call on us. Respectfully submitted ��.• "E Specialty Engineering Consultants, 1lfiz' �G O . 77092 2 - D. Adam LeBlanc, PE Vice president of Design State of Florida: Registered Professional Engineer: Certificate of Authorization: )AIM VIATE #0077012 #009217 1599 SW 30`h Avenue, Suite 20 - Boynton Beach, FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 rJ Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7-10 w/ mean roof height < 60 ft hY��GtNEEq�yc Specialty Engineering Consultants, Inc. Model Baigorria �� 1599 SW 30 Avenue, Suite #20 Client Alco Windows and Doors Boynton Beach, FL 334326 Location Miami Shores, FL Sul sL`' FL. CA # 009217 Date 11 /26/ 18 Loads specified are for Allowable Stress - 0.6*W(ult) 2.4.1 #7 (0.6D+ Zone 4 Zone 5 For theta < 10 degrees the GCp values have been reduced by 10% Unbreached Unbreached Effective Area used GCp GCp GCp P P P P Opening width (in) height (in) Area (W2) in calc. (positive, 4&5) (ne ative, 4) (negative, 5) positive negative positive ne ati� Windows 1 54.0 105.0 39.4 39.4 0.90 -1.01 -1.22 35.0 -38.4 35.0 -45.4 2 54.0 9.0 3.4 10.0 1.00 1.10 -1.40 1 1 38.2 51.2 3 54.0 16.0 6.0 10.0 1.00 1.10 -1.40 38.2 41.5 4 54.0 1 21.0 7.9 10.0 1.00 1 -1.10 -1.40 1 38.2 -41.5 Wind Loads based on ASCE 7-10, method 2, analytical procedure. V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-la 1 1.0 P ;=q h'(GCp- Risk Category Il Table 1.5-1, page 2 Exposure C Section 26.7 Length of Building (ft) 55 Width of Building (ft) 54 j Mean Roof height (ft) 12 Kz 0.81 Table 30.3-1 Kd 0.85 Table 26.6-1, page 250 � � Kzt I Figure 26.8-1, page 252 pitch of roof 3/12 14.0 degrees - }� >1 theta 14.0 degrees a l L0 Reduction factor for slope of roof Qom, ^Q qh (psf) 53.97 Velocity Wind Pressure @ mean roof height (Ultimate) GCpi 0.18 -0.18 0.55 -0.55 Table 26.11-1 S al 5.40 10% of width I a2 5.50 10% of width 2 a3 4.8 0.4*mean roof height a 4.80 End Zone distance ,3TRUCTUiEW r.rn,ROVED . . .......EN . •• ••• •• • • • • O No. 77012 n .. .. • • ST VoR 6;'" 1 . ..... . ... . ...... . .... .... . . .... . 7_10_C&C _Alco_Baigorria.xls j MODEL ��. &I, 0, SPECIALTY ENGINEERING CONSULTANTS, Inc ��GINEfp� CLIENT i\C:p \rS,; ; j-`, ,<> :T�pac 1599 SW 30th AVE., SUITE #20 Li�;y1TI0N �'� G.�- se .-� BOYNTON BEACH, FL 33426 Q Z FL. CA. #009217 y DATE t,fa,(1 6 561 - 752 - 5440 OFFICE s ay CALCULATED BY'�,-i.. 561 - 752 - 5542 FAX Oil1 S=� •••• • •• ••••• �►) l02_ x _�} a,�_o �.__y'_x 5 331h :J --•- spCID a-� - -- - - - I - a F I I i T7Q 12 ;� • AT OF ' �..;: •.OR10. ' F' BCIS Home Log In I User Registration 1 Hot Topics Submit Surcharge Stats ✓9 Facts Publications Contact Us BCIS Site Map Lllgks Search dbpra •••••' ... Product Approval • • • • • • • USER: Public User • • • • y•••••• • •• •••••• n...._,.�•a... • :09*0: Product AQoroval Menu > Produd or ARoiication Search > 6QgUl; Ugn List > Application Detail 0000 • • • • • 00000 • • • • •-�•I^" Cp-pl FL27000•••• •IcatlonType New •••••• •••• ••••• •• •• •••• •••••• Code Version 2017 • Application Status Approved • • • • • • • • •••••• Comments • • • • • • • • • •• • •• • • • Archived ! • • • Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ullses@mrglasswindows.com Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@mrglasswindows.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. i Validation Checklist - Hardcopy Received Certificate of Independence FL27000 RO COI SS - MG5000 Window Wall System -CI 2017.p& Referenced Standard and Year (of Standard) Standard AAMA 501 TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 1994 1994 1994 t Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summ rY of Products Method 1 Option D 04/20/2018 • • • • 04/20/2018 • • • • •••••• • •• •••••• 04/25/2018 • 06/12/2018 •••••• a. • • • • • •••• • •• ••••• •••••• •••• ••••• FL # Model, Number or Name fe Description • a 0 * *fee 27000.1 Series MG5000 Aluminum Window Large missile Impact resist;t aRl ;um window Wall systems, • Wall System • • • • • • Limits of Use Installation Instructions• • ; .. • Approved for use in HVHZ: Yes FL27000 RO II SS - MG5000 Window Wait Sy IV(),�I)_ Approved for use outside HVHZ: Yes DWG 18-46F.p Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +130/-130 Created by Independent Third Party: Yes Other: See drawing 18-46F for span vs load combinations and Evaluation Reports installation details FL27000 RO AE SS - MG5000 Window Wall System (LMj)-PAE 2017..pd Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Qgy fight 2007-2013 State of Florida.:: Privacy Statement :: Accessibllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts. MW Credit Card Safe f AL-FAROOQ CORPORATION, ••.••• CONSULTING ENGINEERS & PRODUCT D6VE.L•OPMI•NT •�•��• ...... . .. ...... .... . .. ..... PRODUCT APPROVAL EVALUATION ,,,. ..:..• RULE CHAPTER #61G20-3 • METHOD 1 OPTION D ..'..' ...... �-Ft FY000 •, Datd: 04/W2ba • • • • • Detailed Product Description: • Manufacturer: MR. GLASS DOORS & WINDOWS. INC. • • • Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES "MG5000" ALUMINUM WINDOW WALL SYSTEM Maximum Frame Width: 84" Maximum Frame Height: 18V Maximum Load: +130PSF, -130 PSF (Large Missile Impact) Installation Drawings # 18-46F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads and anchor type. Comparative analysis used Yes X No Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. Leakage Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. 08/16/2017 FTL-9605 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. OR ASTM 547 & Penetration Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. TAS 202 08/16/2017 FTL-9605 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. & TAS 202 Air Press. Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. 08/16/2017 1 FTL-9605 I Idalmis Ortega, P.E. 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcens.com f Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed b FBC 1626.2 Large Missile Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. 03/24/2016 FTL-8372 d 1almis Ortega, P.E. ANSI Z97.1 08/16/2017 FTL-9605 • • Idalmis 0 a!P.E. Under the limitations of the attached installation drawings, to the best of my knomnedge'and ability, the above product conforms to the requirements of the 2017 Florida Buildin*f,* e • • Evaluation Report Engineer: ., • jNO ANjjf oo,� ••�..� ••.•.� 10 No 70592 ZLI� •• • •• • ST OF • • • Javad Ahmad PE # 70592 s .. o R I �• �,��.� AI-Farooq Corporation EB # 3538 NALE;.%`Sealed 04-20-18 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceniz.com I alfar000@afceng.com f t AL-FAROOQ CORPORATION•• • • • CONSULTING ENGINEERS & PRODUCT DEYKI�gPMEFT•;- ...... .... April 19, 2018 •• •• •••• Product Approval Administrator • Building Codes & Standards Section •••••• Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series "MG5000" Aluminum Window Wall System (L.M.I.) Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, No 70592 _ • ST OF Sealed04-19-18 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfarooq@afcens.com N Imw o +9 'I � N z �� 3 � N 2j, �� oN 0N�O W N W Lo I i Lo e i T II 4- MAX. y HEAD/SILL CORNERS �. D.L_ OPG. _ D.L OPG._ D.L OPG, SEE SHEET 2 �} SEE SHEET 2 SEE SHEET 2 E D' w= J N / � W I �N �, II / ' I L8- I - —l1 f j ,T- 4' MAX. HEAD/SILL CORNERS ANCHORS TYPE A. B. C OR D 1 2, 3, 4 OR 5 AT EACH JAMB--' SEE SHEETS 5, 5.1 & 5.2 SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL. SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A S^E SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC, CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL I I I 1 1 1 I 1 1 �•` MAX. MUWON SPACING SEE -SHEET 3 & 4 ANCHORS TYPE A. B, C OR D 2. 3, 4 OR 5 AT EACH SIDE OF MUWON - -� SEE SHEETS S. 5.1 & 5.2 TYPICAL ELEVATION F 10 t I I I t II / II / I Ij SEE 'MR.`GLASS' I II L.M.I. DOORWPROVAL 'I FOR DOOR RAZING I I, & DETAILS. _G --- -----------\ 1 ,____DOOR MULLION ANCHORS SEE SHEET 7 N U 2 N U o$ J U a w N V W S N U a olx dw D.L. OPG. WIDTH a SEE CHART SHEET 2 I I II �I I D.L. COG. WIDTH SEE CHART SHEET 2 D.L. OPG. WIDTH SEE CHART SHEET 2 � W � x I 2 N a U O Mwj D.L. OPG. WIDTH SEE CHART SHEET 2 N U y�j 2 N a�0 U ow N ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SWIPES. I c SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY I INSTRUCTIONS: PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON LAMINATED GLASS pr�� WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING LARGE MISSILE IMPACT APPLICABLE ASCE 7 STANDARD. l o STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY • • • • r�• (� (� • • yl o— -- OF DESIRED GLASS SIZE. • • • • • • • _ • • • •VNo11��Y//Y • III_ _ �_• CHECK MULLION CAPACITY FOR A GIVEN SPACING AND STEP 3 HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR • •• • A- CON" CTOR TO BE RESPONSI9LE FOR TOE SLLECIO'', �yJRCNASE*"C• • \•V // • INSTALLA'ION% F THIS PRODUCI BASED ON iHS pj'0ywL T Lje1jj1 ION m C WINDOW WINDOW WALL MULLION AND SHEETS 6 & 7 FOR •R\\`` PROVIDED HE SnE GOES NOT D, fROu T.E c'S�LItCNS DET&LED r• DOOR MULLION ON THIS DOCLMEHT.. I \ r= THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. B-THIS PRODUCT EVALUATON DOCUMENT W4U BE CONSMEREO INVALID IF I NO• 70592 STEP , CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM STEP 4 ALIuIED BY ANY MEANS. _ C-SI'E SPECIFIC PROJECTS SEAL W PREPARED B+a FL OR"A fISTFREO • • • • Y USING CHARTS ON SHEETS S, 5.1 & 5.2 FOR DOOR MUWON ANCHOR CAPACITY SEE CHART ENGINEER OR ARCHITECT WHICH MILL. BFCOMF THE FI*I�ANFF•R OF R ORO (EU FOR THE PRa'ECi AND WHO 'Wlu BE RESPOISSIBL- FORTE PROPEx• ON SHEET 7. ; • • �6l2 USE OF THE P E.D. ENGINEER OF RECORD, *TIA AS Ay DELEGATED THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. • e y ENGINEER TO TIE RE 0. ENGINEER SHALL SUB.,T 'e THIS LAl•ER. THE•SITE• ••' SPECIFIC DRAW'.NGS FCP. REVIEW. • • 4/ U»•••}'!\\� drawing n0 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND Io- q� ., ..... • THIS P_D. swul BEAR THE DATE AND omclN.l 5I'nL WD SPIRE OF •//��pl t0\/\� 18-46 F 4 SHALL APPLY TO ENTIRE SYSTEM. HE PROFLSSIONAL ENGINEER OF RECORD TUT PREPAR_-D IT !//lTTIhlITilL11LT� Sheet 1 of l!Q Sealed 04-20-18 • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • 84• MAX. _M FRAME WIDTH 78 1/2- MAX. v D.L OPG. 14 MAX. SPACING FOR 1/4- SHIMS A'. 8" MAX. SPACING Qj ` 8 FOR 3/8" SHIMS II I ;�9�, ii-• � I II zrn O� N• �fa/le I ^oimo I� I) I. 'C F = _ { TA1 14• MAX. SPACING -' _ FOR 1/4- SHIMS _ 8• MAX. k MAX. SPACING HEAD/SILL FOR 3/8- SHIMS CORNERS SINGLE (0) MAXIMUM DESIGN LOAD RATING = + 70.0 PSF — 70.0 PSF (FOR SINGLE UNITS SHOWN IN THIS SHEET OR SMALLER) SILICONE DSIL 983 . 1/4- HEAT STREN•D GLASS t .090• Interlayer r SentryGias i 6y •Kuraray America. Inc.' Z i ` 1/4- HEAT STREN•D GLASS Z Vl1 n f � I I _ 70 8 ^^ L.s'B 1 i r- 0 • • • • • • ---i • tot I45 •' � I � • • • •� • ♦ • ♦ • ♦ �i drawing ro. FL #27000 'C7, I+I t„1)� sheet 1.1 of 12'' .seoIxL04&20-18 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' O.L.O. WIDTH D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28" 80.0 130.0 32' 80.0 130.0 36' 80.0 130.0 40 44- 184-1/2' 80.0 1 30.0 48" _ _ _ _80_0 130.0 _ --� 52" 80.0 130.0 56-1/4' W.O 130.0 28" 80.0 130.0 32' 90.0 130.0 36' 80.0 J - 130.0 -_ 40' 90-1/2" BO.0 130.0 44-1/4' 80.0 130.0 48' 80.0 130.0 52' 1 80.0 130.0 28' 80.0 130.0 32" 80.0 130.0 36' 80.0 130.0 40' 96-1/2" 80.0 130.0 44-1/4- _ 80.0 130.0 1. 80.0 130A 52" 80.0 127.2 28' 80.0 130.0 32" 80.0 130.0 36" _ 80.0 _ 130.0 102 44-1 /4" 80_0 130.0 C4 N 80.0 128.9 28' 80.0 130.0 32- 80.0 130.0 36' 108-1/2' 80.0 130.0 40' 80.0 130.0 44-1/4' 80.0 130.0 28' 80.0 130.0 32' MO 130.0 _ 36' 80.0 130.0 40' 114-1 /2" 80.0 130.0 44-1/4" 80.0 ~ 130.0 48-1/2' - - 90.0 51-1/2" - 90.0 4-4-1/4' - 90.0 48" 120-1/2" 90.0 50' - 90.0 44-1/4" 26-1/2" - 90.0 48" - 90.0 40' - 90.0 44-1/4- 132-1/2" - 9_0.0 46' _ - 90.0 40' 138-1/2" - 90.0 44-1/4" - 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. It D.LO. WIDTH D.LO. WIDTH a 14 • I � u d w x 1 x o t v P I ° NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). I c. u'v ALTERNATE BUTTON BUMPER, IN LIEU OF VINYL SPACERC� SILICONE j DOWSIL 982 DOWSIL 795 1/4- HEAT SfREWD GLASS .090' Interloyer 1 rTr-ifol PVB By 'kuraroy America, Inc.' 1, 1 w .1.1/4' HEAT STREN'D GLASS t C Q1 I '0 GLASS 11PI -t1' SILICONE c DOWSIL 983 ti DOWSIL 795 w z m � yy io ] m 1 i GLAZING OPTIONS 1/4" HEAT STREN'D GLASS 090" Interlayer SentryGla9 By 'Kuraray America. Inc.' ' -1/4' HEAT STREN'D GLASS GLASS TAPE 'B: •• ••• • • • • • •• in .. ... .. .l „ii.Ae4e6-1,. m _q - Ao.70682 • ••• •• •• _• 3 d ••• •'� •• GLASS °"•\\ ��'�!, 18-46F FL #27000 MA aneet 2 ot12' Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTAIS JAMB J2' JAMB 'J1' JAMB JI JAMB JT JAMB J3, NOMINAL DIMS. MOIL 'MI' MULL M2' MLIL MT MULL 'M4 EXT. (+) EXT. (+) EXT. (+) EXT. (+) WIDTH (W) FRAME HWW INT. (-) INT. (-) INT. (-) INT. (-) 30" 130.0 130.0 130.0 130.0 36' 130.0 130.0 130.0 130.0 42" 86-1/2" _ 130.0 130.0 130.0 'W',48" 130.0 130.0 130.0 130.0 54• 130.0 130.0 130.0 130.0 130.0 130.0 60` 127.3 130.0 W. 130.0 130.0 130.0 130.0 36" 130.2 130.0 130.0 130.0 42" 90" 130.0 130.0 130.0 _. 130o ,W. 130.0 130.0_ 130.0 13J.0 54• _ -122.9 130.0 _ 130.0 130.0 60" I 114.9 130.0 130.0 130.0 30. I 130.0 130.0 130.0 130.0 36" I_30.0 130.0 I30.0 130.0 130.0 42" i 96" 121.1 130.0 _ 130.0_ 48" 108.6 130.0 130.0 130.0 99.4 54' 130.0 125.6 130.0 60" 92.4 130.0 11&3 130.0 30" 130.0 130.0 1J0.0 130.0 36" 127.6 130.0 130.0 - 130.0 - 42" 98-1/2• 111.6 130.0 130.0 130.0 l (r 0 130.0 130.0 48' 130.0 _ 54' 91.4 130.0 118.8 130.0 58" 86.8 130.0 112.4 130.0 30• 130.0 130.0 130.0 130.0 36' 114.5 130.0 130.0 "0.0 42" 102' 100.0 120.0 130.0 13OD 120.9 48' B9.5 130.0 130.0 54" _ 81.8 130.0 100.8 130.0 58" 79.4 127.7 106.7 130.0 30• 113.5 130.0 130.0 130.0 36" 95.9 f30.0 130.0 Imo 42" 108" 83.6 130.0 -_ 120.3 7 30.0 46' I 74.6 120.0 _ 107.0 130.0 53• 68.8 110.7 98.4 130.0 30" 105.9 130.0 130.0 130.0 36' 89.4 130.0 130.0 130.0 42" 110-1/2" 77.e 125.2 174.7 130.0 48• 69.4 111.6 101A 130.0 52' 64.9 104.5 95.1 130.0 30" 96.2 130.0 130.0 130.0 36- _et.z --70.6 I_30.D _ 123.8 130.0 42" 114" 113.5 107.4 130.0 48" 62.9 101.1 95.3 130.0 50" 1 60.8 1 _ 97.7 92.0 130.0 30" - 82.3 130.0 130.0 130.0 36" 120• 69.3 1.115 111.4 130.0 42" 60-2 96.9 96.5 130.0 48" 53.5 86.1 1 85.5 130.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED UNANCHORED JAMB OPTIONS NULL OPTIONS MULLION IAAD CAPACITY - PSF 'WONS 1/0 INTERMEDIATE HDFBONTALS JAMB 'J2' JAMB 'J3' NOMINAL DIMS. MULL 'M4' M' (+) WIDTH (W) FRAME HOGHT INT. (-) 54" 120• 90.0 57" 90.0 30" 90.0 38" 90.0 42' 126• 90.0 48• 90.0 54 90.0 30 90.0 36• 90.0 42" 132" _ - 90.0 48" 90.0 52• 90.0 30" 90.0 M. 90.0 42" 138" 90.0 4B 90.0 50" 86.9 30" _ 90.0 36" 144• 90.0 42. 89.4 48• 79.0 rh 2 :13' h l 5 'r� �-�.q�J•I I iF 1) I \1IJ I JAMB 'JI' JAMB 'J2' JAMB 'J3' IX IN-{ Sa IN-3 6.6509 2.6421 la IN-4 Sa IN-3 10.6486..4452 _4 IY W�{'SZ IN-3 ALU41NUM 8.6509 2.6421�' STEEL .2.7506 i1.2M- TOTAL 14.6276 I. AWW. h mx I9 1,121 13�' :13) ��FI !_,l I rl 3, (\5 J \� --4L j y MULLION 'MI' MULLION 'M2' MULLION VT MULLION 'M4' la IN"4 Sa W-3� la mr4 S IN"3_ I 91-'4 BSI IN-3 IIZ W 4 S. IN-3 _ _ 6.7195T2.6757 tt0.8072 37590. ALUMTNUM 6.7195`2.6757 ALUMINUM '6.7195 2.6757 STEEL 2.75061.2225 'STEEL 3J5331 1.668 N u + 1. SM x 2.9 14,6962 ^ NOTJl�N . L m x 29 17.6047 UNANCHORED - - -d IAMB OPTIONS /ILL DY170NS r s' U I LLt ... W 1 .. W2 W3 _... WIDTH (W) Wl AT FRAME JAMB WIDTH (W) - W2 + W3 AT FRAME MULLION 2 V.V a - I O_ • w % Z K j�W �m10 Q fV I VI o?o� I�Oe Om ivy°im V o 8' Oa°a Nu OobgY "Zo 4 �7LL y1 N J E t0 Q W 01 f Z N 0 0 O v Z n Z � 3 g K cc s O N M H n J o � yyywlu- a N I 0 _J R o v I.-N W J I ca La I h I o i v f� •• ••f ' jlUIJdQNS•• • • • • • 0--0-6-•- O a .�-- No. 70652 • • • • ' • •-• J..� •ti drawing no. FL #27000 011, At;1�!AA� sheet 3 of12' • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• e MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS --•- JAMB 'J2' JAMB 'JI' JAMB 'JI' JAMB '13' JAMB '13' NOMINAL DIMS. MULL 'MI' MULL 'M2' MULL '113' MULL 'N4, - (4) EXT. (+) EXT. (+) EXT. (#) MOTH (W) FRAME NOGHT INT. (-) INT. (-) INT. (-) INT. (-) 30' 130.0 130.0 130.0 130.0 36' 130.0 130.0 130.0 _ 130.0 42, 78' 48' 130.0 , 30.0 130.0 130.0 _ 130.0 130.0 130.0 130.0 54' 130.0 130.0 130.0 I J0.0 60" 130.0 130.0 _ 130.0 130.0 30" 130.0 130.0 130.0 130.0 36. 130.a 130.0 130.0 130.0 42' 86-1/2- 130.0 130.0 130.0 130.6 48' 130.0 1300 130.0 130.0 54" 118.9 130.0 730.0 130.0 W. 107.0 130.0 _ _ -124.5 130.0 30" 130.0 130.0 130.0 130.0 1. 130.0 130.0 130.0 130.0._._ 42" 90' 1]O.0 730.0 130.0 130.0 _ 48^ 119.2 130.0 130.0 13D.0_ 54^ 105.9 / 30.0 128.1 / 30.0 95.3 115.3 60' 130.0 130.0 30' 130.0 13D.o 1301 , 30.0 _ 130.0 _ 130.0 36" 130.0 130.0 42" 96" 112.2 130.0 130.0 130.0 130.0 126.7 130.0 48' 98.2 54' 87.3 130.0 112.6 130.0 60' 781 122.1 101.4 130.0 � 30' 130.0 130.0 130.0 1_30.0 36, 121.2 130.0 _ 130.0 130.0 I_30A 42' 98'1/2' .. 103.9 130.0 130.0 Or 90.9 130.0 120.3 130.0_ 54" 80.8 128.9 107.0 130A 58" 75.2 120.0 99.6 130.0 30' 130.0 130.0 130.0 130.0 36, 109.1 ,., 130,0 130.0 130.0 42' 102• _ _93.6 - 130.0 128.3 130.0 40' 81.9 130.0 112.2 130.0 54' 72.8 117.0 99.8 130.0 5W 70.2 112.8 96.2 130.0 30" 110.3 130.0 130A 130.0 36" 91.9 130.0 130.0 130.0 42' 108' 78.8 - 126.E -._._.__ ' 114.4 130.0 48' 69.0 110.9 700.1 130.0 53' 62.5 100A 90.7 130.0 JO' 103.0 130.0 130.0 130.0 ---I300 36' I 85$ 127.5 130.0 42' 110-1/2- 73.6 118.3 - 109.3 130.0 48' _ 64.4 _ 103.6 95.5 1_30.0 52' 59.4 95.6 88.3 130.D 30' 93.8 130.0 130.0 130.0 36" 78.2 125.7 119.8 130.0 42- 114' 67.0 _ _--� 10.... 7.8 -- 102.7 130.0 89.8 130.0 48' 58.6 94.3 50' 56.3 96.5 50.2 130.0 30' 80.4 129.4 129.7 -- 130.0 57.0 107.8 36' 120" 108.1 130.0 130.0 42• 57.5 92.4 92.7 4H' 50.3 80.9 81.1 130.6 UNANCHORED IAMB OPTIONS dULL OPTIONS MULLION LOAD CAPACITY - PSF UWONS IIITR INTERXEDIATE HOR1ZONTAlk JAMB 'J2' JAMB 'J3' NOMINAL DIMS. MULL 'M4' EXT. (+) WIDTH (W) FRAME BIGHT INT. (-) 54" 120' 90.0 57" 90.0 30" 90.0 36' 9-00 42' 126' 90.0 m. 90_0 - 54' - - 90.0 0 90.0 36' 90.0 42- 132' 90.0 48' 90.0 52' 90.0 30' 90.0 36' 90.0 42" 138, 90.0 48' _ 86.6 50' 1 83.1 30, 90.0 36' 144' 90.0 42' 87.1 48' 76.2 1� JAMB 'Jl' 112, (6 (3) 1� �•r JAMB 'J2' IX IN-4 Sz IN-3 Ix N-4 SX W3 6.6509 2.6421 10.6486. 4.4452 t1� �/ i { MULLION 'MI' MULLION 'M2' li IN•'4 S N 3 it 'Iz IN-4SX IN"3 6.A 9-5 216757 •10.8072 �3.7590_ INTERMEDIATE HORIZONTALS l UNANCHORED JAMD OPTIONS MULL OPTIONS-- i V� w WI ..�. W2 ., .. W3 , WIDTH (W) W1 AT FRAME JAMB WIDTH (W) : W2 + W3 AT FRAME MUWON 2 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. T � I b Tg q • W F q Wo 1�1 Q 1 a nI Odd`^ '13' CL p JAMB O�iu'^ _ Iz IN-4 S. M-3 I ALUMINUM 6 6509 _2.6421 0r g _ STEEL � 21506 1.2225-1 a Q Q TOTAL __14.6276 �_--_ _k ALY + bd SIL X 2.9_ 1 ll3) 11 N to p m N W N LL {L 2 d m y2 MULLION '113' ML'WON '114' I g 3 IZ IN'a S. IN-3_ ALUMINUM. 6 7195 2.6757 Iz IN-1 Sz IN"'3. ALUMINUM / 6 7195 -2 6757� W 3 Ir P m STP.EL - _ •2.7506 • 1.22251 STEEL. 13.7533 1.668 01n m TOTAL 6962 N NAIM+k MX 29 74. TOT'U' 'OTA +kmx m 17.6047 = p't M m m 1 N3 1yj Cp 2 � 9 N � 1 .0 ��I i o I �(n I IIV � I I m n�v A •. ..• • • e1u�IQvS.. a » a1 • • •• '• • • • • Ibs-�, • •• f • • li•II1y • R. No.7OW2 ' a r • • • i'--}}�� • A drawing no. ....1DP�18-46F FL #2700 p'S sheet 4 of12 Sealed D4-2a18 ... • ... . • . .. .. . . . .. .. ... . . . ... . . MR. GLASS c� DOOR @ TRANSOM lr U INTERMEDIATE SEE SEPARATE APPROVAL TI HORIZONTALS MR. GLASS OPTIONAL DOOR ALL FIXED LITES I SEE SEPARATE APPROVAL „ it- �I I O racT -- w --w r -� -� F= P ' , F W --�.D OR u tl l w\ N 1 9I / I % lK 0 �• 'i II 1 / ` .D OR II II I L / V N J It '/ it _ ; fi r it k� ;I O G J) m 0 a¢ g o� e /, N Y / N \ I� 1 /• I 1 \ III IY NI� o 2 K z 1 tl N I 1 p N I' Q W LL o WMf �. W1 W2 — ... W1 W2 _• WI !. W2 _. �. W1 ..._. W2 ... - WIDTH (w) _ Wl + W2 WIDTH (W) _ W1 + w2 WIDTH (,� W7 + W2 WIDTH (W) W1, +_W2___ Z '$ 2 2 2 4 2 G�7 3 0 K' O v z Z n 3 3. Q0 M cmi 3• I 'y TYP. 4• - TYP. e• I TYP. IIJ 00 M °p Q H3� e 25 Z > 1 W O C, 4 3• 6' 3• 6' 3' P. ttP. 6' 3• TYn � T1'P. - A2-.Q2.-f2 D2 p 9_&X4,J?_S A.4._9_4C4 -D4 �y I I o ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION m - SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUUUON SEE SHEET 8 FOR ANCHOR DESCRIPTION. B2 - (2) ANCHORS TYPE "B' AT EACH SIDE OF JAMB AND MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION m D2 = (2) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION �'' o• •• ••• s • ANCSOKS •• �IroT A3 - (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • _• _• • u o B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • •F. C3 = (3) ANCHORS TYPE 'C' AT EACH SLOE OF JAMB AND MULLION • •• • • •`. ;•I:••Y� • D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION • • • • ��' 03 • • �''� • m '- • • • • • • �`-�: •: i- •�� i A4 = (4) ANCHORS TYPE 'A" AT EACH SIDE OF JAMB AND MULLION B4 - (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION : g C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION Nc.7�'T2 m 114 = (4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULUON • • • • - • • • A . 'N• l. A5 - (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • r " B5 5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION 000 • •� • r �9 ( • • t;•y• A- Oi- �`. ldrowing no. C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULUON • • • • • ��+\•.Op• •-•� • .:, ,-....... .��: 18-46F ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. FL #27000 ,0•ti�i�pT�+�'�� ,sheet 5 of 12' sealed 04-20-18 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ANCHOR LOAD CAPACITY - PSF EXT.(+) 8 Wr.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4" MAX. SHIM NOMINAL DIMS. 3/8" SHIM SPACE 1/2' SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' _ WIDTH (W) FRAME HEIGHT A2 A3 A4 I A5 A2 A3 A4 A5 B2 B3 B4 B5 B2 83 B4 B5 C2 C3 C4 C5 C2 C3 C4 C5 D2 D3 D4 30' 61.3 91.9 122.2 ] 130.0 47.9 71.9 95.9 1'9.9 67.9 101.9 4 130.0 130.0 53.3 79.9 106.5 130.0 115.9 130.0 130.0 130.0 91.4 130.0 130.0 130.0 130.0 130.0 130.0 36" 51.1 76.6 101.E 127.6 40.0 59.9 79.9 99.9 56.6 84.9 ' 113.2 130.0 44.4 66.6 88.8 + 111.0 95.6 130.0 i 130.0 130.0 76.2 1114.3 130.0 130.0 130.0 130.0 130.0 42" 86-1/2" 43.8 65.6 87.3 109.4 34.2 51.4 68.5 } t 85.6 48.5 72.8 97.0 121.3 1 38.1 57.1 76.1 95.1 82.8 123.7 i 130.0 130.0 65.3 9&0 130.0 130.0 124.0 1 . 130.0 , 130.0 1. 38.3 57.4 76 4 93.7 30.0 144.9 59.9 74 9 42 5~ 63.7 _ 84.9 106.1 33 3 49.9 66-6 &T.2 72 4 108 2 130.0 1_30.0 57.2 85 7 114.3 130.0 108.5 130.0 130.0 54' 34.0 51.1 67.9 85.1 26.6 40.0 53.3 66.6 37.7 1 56.6 75.5 94.3 29.6 44.4 59.2 74.0 64.4 ' 96 2 - 128.7 1.70.0 50.8 76.2 101.6_127.0 96.4 130.0 130.0 60" 30.6 45.9 _ 61.1 75.6 24.0 i1 36.0 1 47.9 r 59.9 34.0 50.9 67.9 84.9 _ 26.6 40.0 ~ 53.3 86.8 57.9 86 6 + 115.9 , 130.0 45.7 68.6 91.4 114.3 88.8 130.0 130.0 30" 58.9 88.3 117.4 130.0 46.1 1 69.1 92.2 115.2 65.3 97.9 130.0 130.0 51 2 1 76.8 102.4 128.0 111.4 130.0 130.0 1130.0 87.9 130.0 130.0 130.0 130.0 130.0 130.0 36" 49.1 73.6 , 97.9 122.7 38.4 1 57.6 76.8 1 96.0 54.4 81.6 108.E i 130.0 42.7 64.0 85.3 106.7 92.8 130.0 130.0 1 130.0 73.2 109.9 130.0 130.0 130.0 130.0 130.0 42" 42' 1 63.1 83.9 105.1 32 9 49 4 65.8 46.6 69.9 93.3 116.E 36.6 54.9 73.1 91.4 79.5 130 0 1130.0 62-8 94.2 125.6 1130.0 119.2 + 130.0 130.0 48' 90. 36.8 55.2 73.4 92.0 28 8 43.2 57.6 _82.3 1 72.0 32.0 48.0 164 0 F 80.0 .118.9 69.8 704.0 130.0 130.0 54.9 82.4 _ 109.9 130.0 104.3 -130,0 • 130.0 40.8 61.2 81.8 102.0 54' 32.7 - 49.1 r - - L 65.2 - 81_8 25.6 -- +- 38.4 i -- 51.2 164.0 36.3 54.4 72.5 90.7 28.4 -« 42.7 15 - 71.1 61.9 92.4 123.7 I J0.0 - - 48.8 73.2 97.7 r 122.1 92.7 1 130.0 130.0 60" 29-4 44.2 58.7 - 73.6 23.0 - 34.6 46.1 57.6 32.6 ._. 49.0 65.3 181.6 25.6 ` 38.4 51.2 64.0 ., , 4 43.9 65.9 , 87.9 109.9 83.4 _I 1 125.1 130.0 55.7 83.2 111.4 130.0 30" 55.2 82.8 1110.1 130.0 43.2 64.8 86.4 1 MO 61.2 91.8 122.4 � 130.0 48.0 72.0 96.0 120.0 104.4 1130.0 130.0 130.0 82.4 1 123.6 130.0 ' 130.0 130.0 130.0 130.0 36' 46.0 69.0 91 8 115.0 36.0 + 54.0 72.0 90.0 51.0 76.5 102.0 127.5 40.0 60.0 80.0 1100.0 - +. 87.0 _ 130 0 130.0 130.0 1 68.7 103.0 130.0 1 130.0 130.0 130.0 130.0 34.3 51.4 688 185.7 74.6 111 4 130.0 1300 58.9 188.3 1117.7 130,0 111.7 130.0, 130.0 42' 39.4 591 78.6 f 98.6 309 - 46.3 61 7 _ 77.1 _ 43.7 65.6 87.4 109.3 48' 96, 34.5 51 8 ' 68.8 86 3 27.0 40.5 54.0 67.5 38 3 57.4 76.5 95.5 30.0 45.0 60.0 115.0 65.3 97.5 130.0 130.0 51.5 773 103.0 128.8 97 8 130.0 130.0 54' 30.7 146.0 - 1 61.2 76.7 24.0 36.0 - 48.060.0 26.7 40.0 r 33.3 66.7 58.0 - 86.7 I_1 16.0 130.0 45.8 6_8.7 91.6 114.4 86.9 130.0 130.0 34.0 5 LO 66.0 85.0 60' 27.6 41.4 55. irt69.0[40.7 30.6 45.9 _ 61.2 76.5 24.0 36.0 48.0 60.0 52.2 78.0 104.4 130.0 _- 41.2 81.8 82.4 103.0 78 2 117.3 1 130.0 32.4 43.2 54.0 30' 53.8 180.7 107.3 130.0 63.2 84.2 105.3 59.6 89.5 119.3 130.0 }_ 46.8+ 70.2 93.6-1 117.0 101.0 130.0 130.0 130.0 50.3 120.5 130.0 130.0 130.0 130.0 A 130.0 36' 70.2-67.7 49.7 r 74.6 99.4 124.3 39.0 58.5 78.0 97.5 84.8 128.7 130.0 130.0 127.0 j 130.0 ' 130.0 44.6 167.2 89.4 `112.1�52.6� 66.9 100.4 130.0 130.0 42' 38,4 r 57.6 76.6 96.1 45.1 60.1 75.2 42.6 �� 83.9 85.2 108.5 33 4 t f 50.1 66.8 t 83.5 72.7 _ 10B 6 - 130 0 f 130.0 57.4 y 86.0 114.7 130.0 108.9 130.0 48' 98-1/2' 33.6 50A �:� 67.1 184.1 39.5 _ 52.6 65.8 37.3 155.9 _ 74.6 � 93 2 29 2 43.9 _ 58.5 73.1 63.6 95.0 127.2 130.0 50.2 75-3 [100.4 �125.5 95.3 -130.0 136-0 130.0 54' 29.9 "A 59.6 74.7~ 35.1 46.8 - 58.5 33.1 ( 49.7 _ 66.3 82.8 26.0 39.0 52.0 � 65.0 56.5 � 84.5 113.1 130.0 44.6 � 86.9 189.2 r 111.5 84.7 -127.0 1130.0 60' 26.9 ~ 40.3 53.7 � 67.2 31.6 42.1 52.6 29.8 N.7 59.6 74.6 23.4 35.1 46.8 58.5 50.9 76.0 101.8 127.2 40.2 60.2 80-3 1WA 76.2 114.3 ' 130.0 1. 52.0 77.9 103.6 129.9 61.0 B1.3 101.6 57.6 88.4 115.2 130.0 45.2 167.8 90.4 112.9 98.3 113DO 130.0 - 130.0 77.6 116.3 130.0 130.0 130.0 130.0 130.0 36' 43.3 _ 64.9 WA 1C8.2 33.9 50.8 67.8 84.7 48.0 , 72.0 96.0 120.0 J7.6 56.5 75.3 94.1 81.9 1 122.4 130.0 130.0 64.6 96.9 " 129.3 130.0 122 7 1 130.0 130.0 42' 37.11 _.,. 55.7 _ 74.0 92.8 - __ _ 29.0 43.6 58.1 4 72.6 41.1 61.7 82.3 , 102.9 70.2 104.9 _.._ 130.0 . 130.0 .. _ -- 55.4 83 1 1110.8 130.0 - .- _.-,.__._ _- -. 105.1 - _ - - -- 130.0 130:0 ..- _._ - 32.3 48.4 64.5 80.7 �._..-__. _ _.-. 5.4 38.1 50.8 ._.._- 63.5 48' 39.6"7it64AWiii 36.0 54.0 t- 72.0 t 90.0 28.2 42.4 56.5 70.6 61.4 1 91.8 122.8 1.30.0 48.5 72.7 96.9 121.2 92.0 130.0 130.0 C 28.9 43.3 57.6 72.2 22.6 319 145.2 56.5 32.0 48.0 64,0 1 80.0 25.1 ' 37.6 50.2 62.7 54.6 1 81.6 109.2 130.0 43.1 64.6 86.2 107.7 81.8 122.7 130.0 60" 28.8 43.2 157.E 72.0 22.6 i 33.9 �45.2 56,5 49A 73.4 1 98.3 122.E 38.8 58.2 77.6 96.9 73.6 110.4 130.0 26.0 39.0 51.8 64.9 20.3 30.5 1 40.7 50.8 30' 49.1 73.6 97.9 122.7 38.4 57.6 75.8 96.0 54.4 81.6 105.8 130.0 42 7 + 64.0 85.3 106.7 92.8 130.0 130.0 130.0 732 109.9 130.0 130.0 130.0 130.0 130.0 36' 40.9 61.3 81 8 102.2 32-0 48.0 64.0 BO 0 35.6 33.J 71.1 88.9 77.3 115 6 130.0 ~t 30 0 61.0 91.6 122.1 130.0 115.9 130.0- 130.0 45 3 58.0 0.7 + 113.3 42' 35.0 ` 52.6 - 69.9 _.. 87.6 27.4 _ 41.1 54.9 68.6 38.9 58.3 _ _.. 77.7 ! 97.1 30.5 45."7 I. 61.0 F 76-2 66.3 1 99.0 130.0 _ 130.0 y _ 52.3 785 104.6 130.0 99.3 r 130.0 130.0 48- - 30.7 46.0 61.2 76.7 24.0 36.0 148.0 60.0 34.0 51.0 58.0 L 85.0 26.7 40.0 153.3_ 66.7 58.0 86.7 _ 116.0 .130.0 1 _ 45.8 68.7 91.6 114.4 86.9 130.0 { 130.0 54" I 27.3 40.9 54.4 68.1 21.3 - 32.0 j 42.7 53.3 30.2 45.3 . 60.4 75.6 40.7 61.0 81.4 101 7 23.7 35.6 147.4 59.3 51.6 77.0 103.1 128.9 77.2 115.9 130.0 60" 24.5 _ 36.8 48.9 61.3 - 28.8 38.4 48.0 27.2 40.8 _ 54.4 68.0 21.3~ 32.0 423 53.3 46.4 69.3 - 92.8 116.0 36.6 54.9 1 73.2 1 91.6 69.5 104.3 130.0 30' 48.0 71.9 95.7 119.9 37.5 56.3 75.1 , 93.8 53.2 79.8 106.3 130.0 41.7 62.6 1 83.4 104.3 90.7 130.0 130.0 130.0 71.6 107.4 130.0 ' 130.0 130-0 130.0 130.0 36' 40.0 59.9 79.7 99.9 31.3 46.9 62.6 1 78.2 44.3 66.5 88.6 110.8 34.8 52A ` fi9.5 86.9 75.6 112.9 130.0 130.0 59.7 89.5 i 119.3 130.0 113.2 130.0 130.0 42' 34.3 51.4 68.3 85.6 26.8 40.2 53.6 67.0 38.0 57.0 76.0 94.9 29.8 44.7 1 59.6 74.5 64.8 96.8 129.E 130.0 51.1 + 76.7 ! 102.3 127.5 97.1 130.0 130.0 48' 30.0 45.0 59.8 74.9 23.5 35.2 46.9 ' 58.6 33.2 49.8 66.5 83.1 26.1 � 39.1 52.1 65.2 56.7 � 84.7 113.4 130.0 44.7 67.1 189.5 111.9 84.9 127.4 130.0 54' 26.6 40.0 - 53.1 66.6 20-9 31.3 417 52 1 29.5 44.3 59.1 73.8 23.2 ~ _ 34.8 46-3 57.9 50.4 75.3 - 100.8 ~ 126.0 75.5 113.2 . 130.0 39.8 , 59.7 79.5 99.4 1. 24.0 36.0 47.8 59.9 - 28A 37.5 1 46.9 26.5 39.9 53.2 66.5 20.9 31.3 + 41.7 521 45.4 67.8 0.7 113.4 3&B 0 93 7•,•7}.6 •89 p9_�1 .9 •1 } 0 1. 46.5 69.7 92.7 1116.2 36.4 54.6 72.8 90.9 51.5 77.3 103.1 128.8 40.4 60.6 me 101.1 87,9 30.0 130.0 130.0 69. 104.1 - 13p.0 16V i30.0 '. INO 013010 38' i 38.7 58.1 L 77.3 96.8 30 3 45.5 60.8 175.8 y 42.9 ' 85.9 107.4 33 7 " 50.5 67.4 84.2 _I 73.3 109.5 130.0 130.0 57.8 66.7 15.6 •13dt '' • . ti19.c 1 •130.0 ! • 42' 114" 33.2 1 49.8 - 66.2 83.0 26.0 _-.-.4 , 39.0 52.0 -.!_- 65.0 36.8 _... _64.4 53.2 _ 73.6 92.0 _ 28.9 43.3 57 7 .. 72.2 62.8 9J 8 125.6 130.0 • - -• -i- 49.` • 74.3• •91k1 I" 9r1 I- -- 11�.0 •1 48" 29.1 43.6 57,9 (72 6 22.7 34.1 45.5 ' 56 B 32.2 48.3 164.4 80-5 25 3 J7.9 50 5 63.2 54.9 82 1 109.9 130.0 43.4 I 65.1 86 7 108.4 82.3 1 123.5 130.0 54' 25.8 38.7 51.5 64.6 20.2 30.3 40.4 50.5 28.6 42.9 57.3 71.6 22.5 33.7 44.9 1 56.1 48.8 73.0 97.7 122.1 38.5 5713 ' 77.1 96.4 73.2 109.8 130.0 60" - 27.3 36.4 45.5 1 23.8 JB.7 51.5 84.4 1 44.0 65 7 87.9 109.9 1 34.7 52.0 69.4 1 86.7 1 65.9 98.8 1 0 23.2 ' 34.9 46.4 58.1 20.2 30.3 40.4 S0.5 v m I O O ` Q 3 3 3 .d L-j uj 8 V) QE SEE SHEETS 5 AND 8 i p N < FOR ANCHOR DESCRIPTION. O v rMi o O 00 o p N J DQ'S 3 1i- e N � -11m 00 ' Q2 s ' ANCHORS 9.•'13C'rMyr' o _ 140. 70592 3 • • • • • • • -4drawing '- - 't • • • • • • • • ;ip - .�°+�;•. mop, ,.. 'Cy 18-46F FL #27400 ''7iS�ONAaL .�• - -- !funn111 sheet5.tof12 • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR LOAD CAPACITY - PSF EXT.(+) k INT.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4" MAX. SHIM NOMINAL DIMS. -WIDTH 3/8" A2 SHIM A3 SPACE 1 A4 A5 1/2" A2 SHIM A3 A4 A5 3/8" SHmI SPACE 1/2" SHIM D2 B3 SPACE D4 05 3/8" C2 SHIM SPACE C3 C4 r C5 1/2" SHIM SPACE ANCHORS TYPE 'D' WI(W) FRAME HEIGHT B2 D3 D4 05 C2 C3 C4 C5 D2 D3 D4 30' 44.2 66.2 88.1 110.4 34.6 51-8 69.1 86.4 49.0 73.4 97.9 122.4 38.4 57.6 76.8 96.0 83.5 124.8 130.0 130.0 6519 98.9 130-0 130.0 125.1 130.0 130.0 36' 36.8 55.2 73.4 92.0 28.8 43.2 57.6 72.0 40.8 --F- - 61.2 81.6 I102.0 32.0 1 48.0 64.0 80.0 69.6 104.0 130.0 130.0 54.9 112.4 109.9, 130.0 104.3 130.0 130.0 42" 120" 31.5 47.3 62.9 78.9 24.7 37.0 49.4 61.7 35.0 52.5 69.9 87.4 27.4 i 41.1 54.9 1 68.6 59.7 89.1 1119.3 130.0 47-1 70.6 94.2 �. 117.7 89.4 130.0 130.0 48' 27.6 41.4 55.1 , 69.0 21.6 32.4 43.2 30.6 45.9 61.2 76.5 24.0 136.0 48.0 60.0 52.2 78.0 104.4 130.0 41.2 _l. 61.8 82.4 103.0 78.2 T 117.3 130.0 54' 24.5 36.8 48.9 61.3 28.8 138.4 _54.0 48.0 27.2 40.8 a 54.4 68.0 21.3 32.0 42.7 ~ 53.3 46.4 69.3 90.0 90.n 38 6 _ 54.9 1 73 2 1 90.0 69.5 90.0 90.0 30' 42.1, 63.1 83.9 1 90.0 32.9 49.4 65.8 82.3 46.6 69 9 _ 90.0 90.0 35.6 54.9 73.1 i 90.0 79.5 90.0 90.0 90.0 62.8 90.0 ' 90.0 90.0 90.0 90.0 90.0 36" I 35.0 52.6 69 9 87.6 27.4 1 41.1 54.9 68.6 38.9 58.3 77.7 90.0 30.5 45J 61.0 76.2 66.3 90.0 90.0 90.0 523 78.5 190.0 90.0 90 0 90.0 90.0 42' 126" 30.0 451 59.9 75.1 33-3 50.0 66.6 83.3 26.1 39.2 52.2 65.3 56.8 B4.9 90.0 90.0 44.8 67.3 ) 89.7 90A 85.1 90.0 90.0 23.5 35.3 47.0 58.8 48' 26.3 39.4 52.4 65.7 20.6 30.9 41.1 51.4 29.1 43,7 583 72.9 22.9 34.3 45.7 57.1 49.7 74.3 90-0 90.0 39.2 58.9 1 78.5 90.0 74.5 90.0 90.0 54" 23.4 35.0 46.8 f 58.4 - 27-4 36.6 45.7 25.9 38.9 51.8 64.8 20.3 30.5 40.6 50.8 44.2 66.0 1 88.4 90A 34.9 52.3 69-8 87.2 66.2 90.0 90.0 30' 40.1 _ 60.2 8.01 90.0 31.4 _ 47.1 62.8 78.5 44.5 66 B 89.0 1 90.0 34.9 52.4 89.8 87Z 75.9 90.0 90.0 90.0 59.9 89.9 90.0 90.0 90.0 90.0 90.0 36 132' 33.5 50.2 1 66.7 83.6 26.2 39.3 52.4 A 65.5 37.1 155.6 74.2 90A 29.1 { 416 58.2 72.7 633 90.0 - 90.0 l 90.0 49.9 71.9 90.0 90.0 90A 900 - mo 42' 28.7 _ 43.0 57.2 . 713 22.4 33.7 44.9 56.1 31.8 47.7 f 63.6 1 79.5 24.9 37.4 49.9 62.3 54.2 _ 81.0 90.0 1 90.0 42.8 64.2 85.6 1 90.0 81.2 90.0 90.0 48" 25.1 37.6 50.0 62.7 - 29.5 39.3 49.1 27.8 41.7 55.6 ; 69.5 21.8 32.7 43.6 54.5 47.5 70.9 90.0 90.0 37.5 - 56.2 74.9 1 90.0 71.1 90.0 90.0 30' 38.4 1 57.6 1 76.6 90.0 30.1 45.1 60.1 75.1 42._y6 63.9 85.1 90.0 33.4 - 50.1 r6.8 83.5 72.6 90.0 90.0 90.0 573 86.0 90.0 90.0 90.0 90.0 90.0 36' 32.0 t 48A 63.8 1 BOX 25.0 37.6 50.1 52.6 35.5 - 53.2 + 71.0 88.7 27.8 � 41.7 55.7 ~69.6 47.8 71.7 90.0 90.0 90 0 90.0 90.0 60.5 90.0 190.0 90.0 42' 27.4 41.1 - 54.7 68.6 21.5 32.2 42.9 �37.6� 53.7 _ 30.4 _45.6 60.8 _ 76.0 23� 35.8 47.7 59.6 51.9 775 90.0 90.0 40.9 67.4 81.9_ 90.0 90.0 90.0 48' 24.C- 36.0 47.9 60.0 - 28.2 47.0 26.6 39.9 53.2 66.5 1 20.9 31.3 41.7 - 52.2 45.4 67.8 90.0 90.0 35.8 53.7 _ 71-7 89.6 _77.7 68.0 f 90.0 90.0 30' 1 36.8 55.2 73.411 90.0 28 8 43.2 57.6 ! 72.0 40.8 61.2 81.6 90.0 32.0 48.0 1 64.0 80.0 69.6 90.0 1 90.0 90.0 54.9 B2.4 90.0 90.0 90-0 90.0 1 90.0 36" I 144" 30.7 46A L 61.2 _ 76.7 34.0 51 0 68.0 85.0 26 7 40.0 ~ 53 3 j 86.7 58.0 86 7 1 90.0 910.0 85.9 90.0- 90.0 24 0 3&o 48A 60.0 45.8 68.7 90.0 90.0 42" 1 26.3 39.4 52.4 65.7 20.6 30.9) 41.1 51.4 29 1 43 7 55.3 72.9 22.9 34.3 45.7 57.1 49.7 74.3 90.0 90.0 39.2 58.9 78.5 90.0 74.5 90.0 90.0 48' 23.0 134.5 45.9 57.5 1 - 27.0 ! 3CO 45.0 25.5 38.3 51.0 63.8 20.0 30.0 46.0 50.0 1 43.5 65.0 87.0 90.0 1 34.3 51.5 68.7 85.8 1 65.2 90.0 90.0 1FFFF III11 3 3" Typ �k TYP. F�fF - iTF� �TfiTfj i -t-}-1 i- 6' TYP TYP. A.4._R4.-Q-4 A.S.-B5 C5 AN FIORS TY M' SEE SHEET 8 FOR DESCRIPTION A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULUON B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 - (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHCRS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A6 - (6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION BG = (6) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C6 = (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B7 = (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. ,I FFF FF TT=lf-1 -- T Typ Ae .B4 c4 L-F FF}TF I 3' T�I F-1-1-F 6 J 3" TYP_ A7. B7 ••• ••: : .•. : ." ANCHORS • • • • • • • • • Mill 77 AN '•L�CEN3�c''•,• �No. " • ••• • ••• ••• •�•_ No•70592 • • • • • • • lb 3 • • •• • • • • • • �• FL #27000 1ONAeL1� • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r i `o- a e�a a 1 b o drawing no. - 18-46F DOOR MULLION LOAD CAPACITY-PSF JAMB 'JD2' JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' SIDELITE FRAME .MULL 'MDI' MULL 'MD2' MULL 'MD3' MULL 'MD4' WIDTH lINICIJT IXT. (+) F0(T. (+) EXT. (+) EXT.(+) INCHES INCHES INT. (-) INT. (-) INT. (-) INT, (-) 32 120.0 120.0 _1200__ _120.0 38 120.0 120.0 120.0 120.0 42 86-1/2 120.0 120.0 120.0 120.0 48 120.0 120.0 120.0 120,0 54 1_20.0 _ 120.0_ _ 1_20.0 120.0 60 120.0 120.0 120.0 120.0 32 112_6 _ 120_0 120.0 _t_20.0 36 107.1 120.0 120.0 120.0 - 42 98-1/2 99.7 120.0 120.0 1200. 48 93.3 120.0 120.0 120.0 54 87.7 120.0 116.1 120.0 32 _ 79_8 120.0_ _118.5 120.0 36 110-1/2 75- 120.0 -_ _ 112.6 120_.0 120.0 _ 42 70 A 113.67 _ 104.9_ _ 48 66.1 106.3 98.2 120.0 MR. GLASS 45 1/2- MAX. DOOR ! DOOR WIDTH SEPARATE APPROVAL D OR% •1 / d r f V E p H o= � � ZU M w __ __ -�__- 1 II i '_ _ � A -> Oz - a A 0 I 43 3/4- rl SIDELITE WIDTH MAX. INTERMEDIATESEE CHART CL TO CL DIM- HORIZONTALS OPUONAL 87 1/2- MAX. r DOOR WIDTH OR j //Il 111, i OR/, / d i Y \ it S3 rIIJ II o p0 WIDTH 85 3/4' MAX. _SIDEUTE SEE CHART '� CL TO CL DIM. DOOR MULLION LOAD CAPACITY-PSF JAMB 'JD2' JAMB 'JDI' JAMB 'JDI' JAMB 'ID3' JAMB 'JD3' SIDEUTE FRAME MULL 'MDI' MULL 'MD2 MULL 'MD3' MULL 'MD4' WIDTH HEIGHT EXT (+) EXT. (+) IXT. (+) EXT. (+) INCHES INCITES INT. (-) INT. (-) INT. (-) INT. (-) 32 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 42 98-1/2 90.0 90.0 90.0 90.0 48 90.0 90.0 90.0 90.0 54 87.7 90.0 90.0 90.0 32 79.8 90.0 90.0 90.0 36 110-1/2 75,8 _ 90,0_ 90.0 _ 90.0 42 70.6 _ 90.0 _ 90.0 _ 90_0 48 1 1 66.1 90.0 90.0 90,0 32 _ 72.6 _ 90.0 92-0 _ 90.0 36 69.1 90.0 90.0 90.0 42 114 _ 64.3 90.0 90.0 _ 90.0 _ 48 60.2 90.0 90.0 90.0 32 62.3 _ 90.0 _ 90.0 90.0 36 120 59.2 90.0 _ 90.0 90.0 42 55.2 88.7 89.1 90.0 48 51.6 81.0 83.4 90.0 MR. GLASS _45 1/2- MAX. DOOR- DOOR WIDTHY SEE SEPARATE APPROVAL } - sa a. L II 1 i U E I aj 0 'rI 43 3/4- E ,ADELITE WIDTH MAX.-,_- - _ SEE CHART! CL TO CL DIM.y a_n: }yr�,i 5 Y 1 Lf-I 3•. ••• • • • • (5 V00'R-�YINDOWALL �.d ;, j' i •• • • •. fRA SITION MULLION gla It l6 ( p .3A) I ( '.jA H - �+ I S IJ ) • • • • • • • • • 11�I,I �� A}�•'�4i.,i'� o JAMB 'JD I' JAMB 'JD2' JAMB 'JD3' MULLION 'MDI' MULLION 'MD2' MULLION 'YU3' MULLION 'M.DP • • : • • • • • • : • • : �• • '• Ko. 70502 f S I ~ .__..._ r_ i_ 'II N'4 6i IN-3 Ix IN-4 Sx ry 3 li Ii4 Sx IN-3_ Ii IN-4'Sx IN-3 Iz Il-4 Si W-3 11 ry-4 Sx ry-} �Ix •11�"r Si I 3 • • • • J 'j •( 6.570 217226 10 6577� 3.8057 ALUIIIYUM 6 570 _2.7226- 6_ .7195 ; 2.8757 j 10.8072' 4.4788 : ALUMINUM 16.7195 2.6757 , ALUMINUM i 6.g$l5 ' 2.6 7•. • • • : • (4/^ . STEEL. _ 2 7506'_ 1.2224 STEEL t 2.7506 r 1.224 STEEL 3.75,3 1.6 • • • •w A OF dTowing o no. 1TOTAL 145467 TOTAL 14 6962 TOTAL 17 6041 p ,1 C C h ALUM t N SR X 2.9 h ALUM + II SR % 2.9 p ILUI + N SR X 2.9 I ` ^ ��\` 18-461 i RiO, _. FL #27000 AL FL 'shestie -p!_6 of12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION LOAD CAPACITY - PSF DOOR BULLION LOAD CAPACITY - PSF JAMB 'JD 2' JAMB 'JD2' JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' JAMB 'JDI' JAMB 'JD1' JAMB 'JD3' JAMB 'JD3' NOMINAL DIMS. MULL 'MDl MULL 'MD2' MULL. 'MD3' MUIJ, 'MD4' NOMINAL DIMS. MULL 'MDI' MULL, 'MD2' MULL 'MD3' MULL 'MD4' ACMES 41CNE5 N^JRS I INO1F5Kr. 'I07N N') I "m is 0tw n6�11'C009 NW0F9.0.0 (+) - FYf.(+) M. - E)R +) NI. -) FJn. r) M - Y10M (M1) M10M (n) F9AIE 11041Y1 DOOR NEY:Ifr NOES NOES NCIE'S IIICIICS EI(T. r rd. - tln.(« Nr. - elcr.(1) Nr.(- otr.(+) INT.-) 30 0 90.0 _ 90.0_ _ _90.0 30 1 84.6 90.0 90.0 90.0 1 -W 1 90.0 90.0 90.0 !8 78.6 90.0 90.0 9C.J O 42 90.0 0.0 90.0 90.0 42 108 73.4 90.0 90.0 _ 90.: _ w 48 Bfi 90.0 90 0 90 0 90.0 � 48 68.8 90.0 89.7 90.0 O J 54 j 90.0 90.0 90.0 90.0 30 a 58.2 90.3 90.0 90.0 60 85.7 90.0 90.0 90.0 1i38 63.5 90.0 85.3 90.0 10 30 , 85-3/4 ' L 42 _ 11{ 96 59.3_ _90.0 _80.6 90.0 = V 90.0 90.0 _ 80.0 90.0 __ 36 86.9 90.0 90.0-- 90.0 i 48 56.0 90.0 76.3 90.0 W - -- 42 102 8t.5 90.0 90.0 90.0 j 30 _ 55.5 89.J 78.0 90.0 48 I_. I 76.7 _ 90.0 _ _ 90.0 _ 90.0 - _ 36 1 120 51.9 83.5 73.6 88.0 __ O 85-3/4 72.5 90.0 89.0 90.0 42 I ( 48.8 78.5 69.7 83.3 N 14.1 _ 90.0 90.0 90.0 JO 48 I 46.0 74.0 66.2 79.1 J6 �.__.�. 708 I 59.5 90.0 89.1 90.0 - 30 _. 4 72.4 90.0 90.0 90.0 A2 48 65.4 61.7 90.0 90.0 84.4 80.2 90.3 90.0 36 _42- 114 I ' 57.2 62.7 90.0 90.0 90.0 85.9 - 90.0 90.0 _ Z W 60.2 90.0 81.7 90.0 JO 85-3/4 r 48 � 102 5118 90.0 81.1 90.0 59.0 90.0 82.6 90.0 36 114 56.5 90.0 77.4 90.0 30 I 42 53.3 85.8 73.4 - _87.8 . 35 '. / 120 5&0 88.4 _ 77.7 _ _ 90.0 - Z 48 I 50.5 81.2 69.9 BJ.S - 42 I 5�.5 - _ _ 82.8 ___ 73.3 _ __ _ 49.7 B0.0 71.9 85.9 I{ JO 48 48.4 77.8 69.4 83.0 g _ ]6 _ 46.6 _ .0__- 75.3 68.1 81.5 30 ' 63.7 90.0 90.0 90.0 T d 42 44.2_ 71.2 64.8 77.4 36 59.0 90.0 83._7_ 90.0 I( +8 I 41.9 67.5 61.7 73.8 85-3/4 42 _ 48 120 110-1 /2 56.0 51.5 - 88.4 82.8 _ - 60.4 11.7 P. .0 Z - t- 90.0 90.0 90.0 90.0 35 42 102 ' 90.0 86.6 90.0 9o.0 90.0 90.0 90.0 90.0 - _+8 81.2 90.0 90.0 90.0 i " 54 76.5 90.0 90.0 90.0 J( 1 79.3 90.0 90.0 90.0 ' I 38 74.0 90.0 90.0 90.0 I wf D OR 42 I 48 108 69.3 90.0 - 90.0 ... 88.9 84,3 90.0 _ 90.0 -+-p� OR 63.2 85-3/4 ]0 90 =, IV u 63.9 90.0 90.0 114 59.9 90.0 - _85.6 80.8 -J8 4Z 56.3 90.0 78.5 90.0 'w 48 5TI 85.4 72.7 86.9 130 I I 52.4 84.2 74.5 89.1 38 _ 1 120 9.2 79.1 _ 70.5 84.3 ) _ 66.9 42 74.5 _l r 48 1 ___ ... 13.6 .I. _.. 70.5 _ 63.6 _ 76.1 76.1 J _. a O � e$ q � n 1- f 2 n fil Oo`mI OWN �Cf IZ I1 0t 0 00 a 2 R 19 Oaoo�1 0��¢8 Q:Ny�A Q 0 LL p (pH O ' Q 01 f � U m Z m YOS, e 8 N Z �r MR. CLASS DOOR & TRANSOM 3 S SEE SEPARATE APPROVAL N s Oc r YO ONE II iII �IJ �OJ� kl p \ p _ _-a;1 v1 o 's SIDELITE WIDTH 85 3/4" MAX. R ry 3) 12 i1 J 13 .a. 3 �.J (W2) DOOR WIDTH(wi) b i ,3A, r�-� � ! - - - 14 • • • • • • • • 800�►-WINDOWALL ; 5: 3A off• Jam- +.•' L � N 1 l�t, .�I � [�' ' V • • • • • • • • N o �� `, �' �� p/ �s \ �� /• • •• • • • }RANSITION MULLION 4 • •• • • • • c•,•_ _• t1I IAMB 'JDI' JAMB 'JD2' JAMB 'JD3* MULLION 'MDI• Mf1IILON 'MD2' MULLION 'MD3' NUll.ION 'M�4 • • • - i n __ lY IN-4,Si IN 3 11 IN-4 4SY IN-3 Ix IN"4:SY Peal, _1Z N 4 SZ N'J !IY N-4 Fi IN-3 Ix W 4 SY IN "S IY •IL •Si Ity3 • • • • • • • • - Y ' 8 I . 6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2 7226 6.7195-2,6757 10.8072 4.4788 ALUMINUM 6.7195 1 2.6757 ' ALUMINUM 6.7,95� 267 • • • • •b'• • ((J`� , __. _ .__. _ __.. -._ �• • • G• F drowin no. STEEL 2.7506' 1.2224 STEEL _ 2.7506 1 1224 STEEL 3.75V 1.66f • • • o 9 TOTAL •TOTAL TOTAL R, •'' M AO9 + M SR Y 29 14.5467+ , d_NLY « h SIL % 29 14.6962 N ILLY + 4 SR % 29,17.8041 /,cps,'••.• R1D 18-46F FL #27000 '!!!7�P��1�`� sheet6.1of121 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ DOOR I(DUJON HRAD ANCHOR LOAD CAPACITY - PSF _ DOOR MULLION HEAD ANCHOR IAAD CAPACITY - PSF NOMINAL OIACi, 'C4' 'CS' 'CB' NOIGNAL DHIS. 'C4 'CS'' 'C6• RID7H CR1) +0'H (R2) jnwE fEW NOi9 i~s Iocs M.- IXT.+ IXi. (9I) I014 (w2) FRUE HIMFITID00R INCHES OYOES ER.(+) IM. - IXi.(+) INT.-) .(+ ) 30 89.6 90.0 90.0 30 7_9.2 90.0 90.0 36 +2 85.0 _ _ _ 80.8 90.0 _. 90.0 90.0 - 90.0 _ 36 108 - - 42 75.1 - - 71.5 90.0 $9.3 90.0 - 90.0 46 96 77.0 90.0 90.0 48 1 68.1 85.2 90.0 76.4_ 90.0 90.0 73.6 90.0 9_0.0 _ 90.0 9UA 80 >0 70.4 $8.0 90.0 B5-3/4 I 36 114 98 421 72.4 68.8 90.0 86.0 86.0 90.0 90.0 36 81.5 _ 90.0 90.0 1 w 65.6 82.0 90.0 73.a 90.0 90.0 42 102 77.4 90.0 _ 90.0 30 48 85-3/4 54 30 - I 84 73.8 70.4 90.0 _ Ba.O 90.0 90.0 36 120 42 48 89.9 66.4 63.2 87.4 83.0 79.0 90A 90.0 9C.J 82.7 90.0 90.0 ]6 y 108 42 1 78.3 - 74.3 90.0 90.0 90.0 90.0 30 _{ 36 114 74.9_ 71.0 90.0 88.8 _ 90.0 90.6 48 30 I 3fi i II4 70.8 58.4 90.0 85_3/4 42 I 102 67.6 84.5 80.5 90.0 90.0 79.7 75.4_ 90.0 90.0 90.0 90.0 64.4 I 72.4 90.0_ 90.0 71.5 68.0 894 85.0 9..0 90.0 FL8 'I 11 68.6 65.2 85.7 a1.5 90.0 90.0 79.9 90.0 90.0 30 I 62.1 77.7 90.0 85-3/4 JO J8 120 42 I 48 110-1/2 70.4 66.a _63.a 60.7 88.0 90.0 90.0 90.0 _ 90.0 36 120 I +2 I 49 ) 72.6_ 68.9 65.4 90.0 88.1 81.8 90.0 90-0 90.0 83.5 79.5 75.9 ` _30 I 84A 90.0 90.0 i6 ' 79.7 90.0 90.0 102 �,2 75.8 90.090.0 a 72.3 90.0 90.0 I 54 69.1 MA 90.0 80.9 90.0 90.0 JO ]5 108 I 42 76.7 72.9 _ - 90.0 90.0 90.0 90.0_ 86.8 65-3/4� I 90 30 69.4 90.0 78.0 90.0 90.0 - - 36 ` 114 ( ' 42 i 73.9 70.1 _ 90.0 a7.7 90.0 90.0 W 66.8 83.5 - 90.0 9_0.0 _ 90.0 30 1 I 36 ( 120 LSU4.3 82.1 84.5 90.041 90_0 80.4 90.0 r 7 3. TW. TYP. r TYP. r= __ _ r =___= ir====___ II II 'I it s sg ANCHORS_ TYPES: SEE SHEET 8 FOR DESCRIPTION C4 - (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C6 = (6) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO HE SPACED AS PER ELEVATION. A MR. GLASS 4 V ? DOOR & TRANSOM Til SEE SEPARATE APPROVAL a IZ q� � {D OR III 1 II OR W I II / III 1 II = N t2 wa�yr yl 1• ' yoz* 7 r •/ ✓ IIIO, 1 Rip ,'.. a 0z� a a p ul a �Z02 _----�IJi l -�------- W f SIDEUTE WIDTH IL Ol F 1 SEE CRARi 85 3/4' MAX. - (W2) DOOR WIDTH (W1) U r Z w0 0 N Z 3 W {DAM m J �IN3L a W Q' W n 2 co m ) � I u I I •• ••• • t • • • •• C10 I I ay S�TM 1% JLLION ANCHORS 6" • •Tt4A; • • • • • • • • • • G4 -AT 14L All CASES ``\`\ �.i AjOENSg' ;. 4 • ••• • ••• ••• •,• No.70U* • • • • • drawing no- .......... R10(.•''C9 18-46F FL #27000 7% /film%I sheet ? of12' • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS " EDGE -DIST. 1 - `s n tJ Ian I hNN-g EDGE DIST TYPICAL ANCHORS �� ~ SEE ELEV. FOR SPACING TYPICAL ANCHORS w SEE ELEV. FLR SPACING ` V - m O y EDGE DIST. i mog TYPICAL ANCHORS SEE ELEV. FOR SPACING TWO PIECE OR ONE PIECE HORIZON'AL 1 INTERCHANGEABLE BETWEEN HEAD & SILL n uai=Y� N N U K3 02W � to vl vj O J INTERIOR FINISHES NOT BY MR. GLASS ILLUSTRATIVE ONLY METAL ` STRUCTURES TYPICAL. ANCIIORS: SEE ELEVCI . FOR SPA - I [TYPE 'A'- 114" DIA ULTRACON BY•=R Cfr�(Fu=177• KSh Fy=_.15KSI) �NTO 2BY WOOD DUCKS a'TAOOD-STRUCTURES z��T .O I- h • 1 w •F Z WI-H 1-1/2" MI.'J. PENETRATION INTO WOOD w cIO THR'J 1B-f'-WOO ITBUCK>AHIQ�CONCRETE-.-- �` 0O:. H 1-1/4" MIN. EMBED INTO CONCRETE wN ro� DIRECTLY INTO CONCR �+ W WITH 1-1/4" MIN. EMBED INTO CONC. 0 N m II ANCHOR EDGE DISTANT S V o a rli INTO CONCRETE AND MASONRY = 2-1/2" MIN. a Mtn INTO WOOD STRUCTURE = 1" MIN. 0 a G a q n0 ry TYPE 'B'- 1/4" DIA KWIK CON II 9Y 'HILTI' (Fu-163 KSI, Fy-157 KSI) Q w LL In INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE _ DIRECTLY INTO CONCRETE U m WITH 1-1/4" MIN. EMBED INTO CONC. m ANCHOR EDGE DISTANCES 3 0 INTO CONCRETE AND MASONRY = 3" MIN. — INTO WOOD STRUCTURE - 1" MIN. TYPE 'C'- 5/16' DIA ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 KSI) `-d INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 V) c10 WITH 1-1/2" MIN. PENETRATION INTO WOOD v110 m THRU 18Y WOOD BUCKS INTO CONCRETE pp WITH 1-1/4" MIN. EMBED INTO CONCRETE g In a DIRECTLY INTO CONCRETE 3 Z WITH 1-1/4" MIN. EMBED INTO CONIC. ;p w ANCHOR EDGE DISTANCES z N w� kX m 00 m INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE - 1-1/4" MIN. 1 — — — — — — — — - - TYPE 'D'- I!74'- _-TC(S'DR'S �"ORI�W •`-REWS`tt%ST (GRADE 5 CRSj- Ih 0�61ETAl STRL'C"URFS (3) TH E'ADI MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) I,a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) f6;j ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. ' W AT EV, S14 OR JAMJS SG•ty 0.55 MIN. • • CtI C�ETI* AT•HE4p, LILLSOR •IA MS Vc - 3000 PSI MIN. ; 2 -5 • • C-90•HOIlIM/Fl•LEERBLOCK•AT qtAMBS T'm - 2000 PSI MIN. , � m 1 ---1 • •• • • • • ••• • sic 1 SEALANTS• ) `` _ ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIWETEP• QF• • • • • 000 '• • '4a. 70.''.32 __ a " I GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALAIJT. • • • • • • a j a WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WIPW. • • • • • • • • • ' to TT r W,- ' • • • • ? drawing no. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM ANa R+Oti : ' TRANSFER THEM TO THE BUILDING STRUCTURE. FL #27000 // A`A _ -- TI 'Sheet 8 of I A , ••• • • C....I...1 nA 7ll �Q Iii • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3/3" MAX. SHIM SPACE SEE ELEV. FOR SPACING IBYOWOOD BUCKS } �4i •apf I —� • ?. I f o a f(( EXTERIOR I �y FRAME WIDTH CWITHOUT REINF, SEE SHEETS 3 & 4 -- _ FOR CAPACITY - ` JAMB ANCHORS ANCHORED JAMBS OPTIONAL DO NOT REQUIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS I REQUIRE REINFORCING SEE CHARTS GAP I ALUM REINF. SEE SHEETS 3 & 4 CD) 1-1/8' MAX- CAPACITY 1/4'-MIN. II II i II II ' II II II G II II II II e ! < " _ D.L. OPG. _ FINISHES -- NOT BY MR. CLASS ILLUSTRATIVE ONLY Y 1 V /•1 4 MAX. SHIM SPACE SHIM SPACE ti SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING ... - m Z � n JAMB ANCHORS i 0 .OPTIONAL I Q 2 SEE ELEVATIONS � FOR SPACING �... . j i0 wry�L+j METAL a Zj W IIrC"- STRUCTURES Q; O L i _ EE + -- 0��h ' odo< - ,V1 It � I Q- 11 �ZO al LLzy- gl Z. Im I C3 n J Z m n � m 7 JAMB ANCHORS a 0 OPTIONAL OPTIONAL Z - SEE E SPANG FORL SPACING S w V � ,•� m QO + 00 J � V/ L� 7/4' DIA BOLTS WITH NUTS � AT 6' FROM ENDS ALUM REINF. STEEL / REINF. c� AND 18-1 2- O.C. MAX. {�7 SEE SHEETS 3 & 4 SEE SHEETS 3 & 4 N Zo o FOR CAPACITY \� FOR CAPACITY N F _ D.L. OPG, J i _ _ J o w a 'u IN •• ••• • • ` ! ' � • �• • • 0 Y' fh O I • ••• • ••• ••• ••• No,70SS2 = • • • • AT r � ' '• S„ drawing no. R10P. �''� 18-46F ' FL #27000 ;�NAL, sheet 9 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CJJ I F.B.C. APPROVED I LARGE MISSILE IMPACT RESISTANT TRANSOM I ,I I 11 I 11 I r 1 I J i I O.L. OPC. - _ D.L OPC. ._ WITHOUT REINF. SEE SHEETS 6 & 6.1 ___________� 1 \G i FOR CAPACITY I I , I F.B.C. APPROVED I LARGE MISSILE IMPACT RESISTANT DOOR - I i 1 I I I S I I L -------------- 1 11 1 I I II �, ------ I I I L 1�3j------------L�.� I � ----- �.--.---------- =J, --- 1 LEAF WIDTH _� STEEL (; SEE REINF. -------------- SHEETS 6 & 6.1 -' �J FOR CAPACITY I I r I F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR -------------- ------------- r OPG.- ( 1 LEAF WIDTH .DL y ' v v ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY ALJM REINF. SEE SHEETS 6 & 6.1 I FOR CAPACITY —. I ---- ------------- F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR r______________� 1 - 1 --------------- IL ri �J � _---------��- --I ---- - -------- --- !t I .12 D.L OPG. w I ..:, -LEAF WIDTH D.L. OPG. STEEL REINF. -------------- Go' SEE FOR SHEETS CAPACITY & 6.1 3. I / I I------------- 1 , I F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR f� l! L- I p O F 4f 1 W I IQ rC Zry�� I L v '� ° I ANCHORS TYPE C. SEE SHEET 7 „ FOR CAPACITY N N p Q (oro m Q W 0) F SEE SEPARATE APPROVAL FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. l l LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT SYSTEM CAPACITY CHARTSn o WILL APPLY TO ENTIRE SYSTEM. Ln (Q w G ac - L-, 28 W oIn N cD 0 N b i J �'amW s� 1 --- •• • • -•� • ••• • .tttili 11 l;)�� yy^7./� _ .� _ � L--iiit-� -•'�---- 1 I I I� I � af..•'' a.EN 4 � '•;' � `ej l IN .70 I"--------.--1-T--Y -s- _� __•� • - =-- • • • • �� A OF _ � drawing no • ', y9 ., omp►.-'�� : '''��OA+AS�� 18-46F EAF wlorrl -- _-"-- — —_„- FL #27000 •_.0 11111 t1\ -----' -sheet lO of 12- • • • • • • • • • • • • Sealed 04-20-1 B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.968 1 :E 750 2.750 I t .078 TYP. -• - 3.984 - HOLLOW FRAME HEAD/SILL 4.960 3.750 1.750 I 2.750 .078 TYR -- 3.984 - �- C� OPEN BACK FRAME HEAD/SILL �^ 4.968 - .. 3.750 1.750 .078 ttP f '-•- - - 3.984 iJ INTERMEDIATE HORIZONTAL 1.786- 062 TYP. ,---, Y 1.117 t.olIoa 0 GLASS STOP 1,750 188 1 L I 25 TyYP.p. 4.000 5.000 3.750 I I ! 1 i 2.750 U FRAME JAMB/MULLION I� r 094 TYP 3.368 3.736 I [ - i ---1.576 •-� \;J MULLION SNAP -IN MATE -.578 - T 3 .156 -• 3.736 --' 3.229 i CeD SHEAR CLIP nEH M1u.I I'A::1 NUA:JER 4.AMIITT D6 LWrr]UN MATETAL MANF./SI'PPLLER/REMARKS 1 I ESe005 AS REDO. 'HCUI FRAME HEAD/SILL 6C35-T5 - 1A E58007 AS R_EOD_ y OPEN BACK FRAME HEAD/SILL 6063-TS 2 i AS REOD. INTERMEDIATE HOP.IZONTAL T- _ 6063-75 3 _ES8D04 1 ES80CI ~ AS -D. , FRAME-./MLLUON 6005-T6 - 3A ( - AS RECD. DOOR MULLION 4 ES8008 AS RECD. I I GLASS STOP 6063-T5 5 E58002 I AS RED-- I MULLION SW -..,I MA'E- 6 E58003 ' AS RE=. 1SHEAR CJP 6005-T5 I - 7 - I AS REDO. JINTEkOR CLILbIUCO CASKET VINYL NYL - e ES09 � AS REDO SPACER/R/50.1CONE SOP - BA ES-80'IA 1 AS REDD - -_ -' BUMPER SRICONE DUROMETER 0:15 SNORE A 9 f6JTT01. 10 - I 2/ LTTE 3/'6' X 1/2" X 2' LONG SITTING BLOCK, AT 1/4' POINiS EPOM , OUROMETVR 8525 SHORE A 11 1/12 X 1-1/2.14/ CORNER ASSE)AX, SCREWS PHSMS �- - - - S_TET1 12 I - ' AS REDO. MULLION STWFEN--R _ 6005-T5 ( - 13 - } AS REDD. MULLION REINFORCING CHANNEL STEEL 14 1 " - f AS 'REDO. MULLION RE.nFORCIw BAR STEEL - 1.750 S I 125 TYP 5.000 3.750 .206 V DOOR MULLION .-_ 1.000 -�- 188 4.500 e 13 STEEL REINFORCING 36 KSI MIN. 1-1 72 253 - 4.534 .124 @2 STIFFENER • •• • • • • ••• • • ••• •• • • • •• o ,w m Z � � m t N o 0 � Z c n Hm O O � J � N () h O J N � I 'b Ls ro i C � 0 b0 >l m � `+Itt It III(j I7, y i �` ��'.••'uceNSE g 1 • C - ••• • ••• ••• ••• _ ND,70E92 a 00 • • e • • • • s • • = '•. ELL„ • • • • • �� _ drawing nL. 18-46 FL #27000 i�/ 8}t'�rAil��sheet 11 of 12 • • • • • • • • • • 5/8- X 1/8- ALUM PLATE BENT TO MATCH JOINT SECURED WITH j8 SMS (3) PER SIDE OF JOINT 5/16 % 1 % 1/8- ALUM ANGLE BENT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OF JOINT CIRCULAR OR ANGLED CORNERS #12 X 1/2' FH SMS �-Y �r 112 X 1- PH SMS 41 a J MIS 01 / HORIZONTAL CORNER • •• • • • • ••• • • RECT. OR SQUARE CORNERS• •• ••• • we: ••• •s• • • • • • • •• • • • • • • •• • No.70%2 o I �-Z drawing no. �,u,�•...RtO,`,�' 18-46F FL #27000 '-/,illllili NAB-„�,`� sheet 12 of 72,. ••• • • • ••• • • ...... .... • NEW IMPACT WINDOWS, BY OTHERS NOA# 18-0314.06' GLASS TYPE A CLIENT INFORMATION I PROJECT INFORMATION INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2017, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 503.1 OF THE EXISTING BUILDING CODE. NEW 5x5xY" 6063-T6 / ALUMINUM TUBE SECURED J 1 PART AL ELEVATION TO EXISTING CONCRETE SLAB W/ Y"0 x 4" LONG TAPCONS, 12" 0/C. S1 SCALE: 3/8" = V-O" MARIELA BAIGORRIA RESI 10401 NE 4th AVE. MIAMI SHORES, FL 33138 SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE 20 BDYNi N BEACH, FL 33426 BADE — BROWARD — PALM 5EACH FL CA IM217 PLAN COMMENTS 1/14/19 I STEEL POST AND MULLIONS DETAILS I 561 — 752 — 5542 OFFICE NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 )14" MIN. EMBEDMENT, 2 X2" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063-T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. STEEL COLUMN TO BE WRAPPED IN 15LB FELT PAPER (OR OTHER APPROVED ISOLATION METHODS) TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL SEAMS. ,r1 (, Cj - 9. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. Im CONCRETE STRUCTURE Nliami Shores Village APPROVED BY DATE ZONING DEPT 3� BLDGAfpEPT L FTJ *F-7 TO COMPLIA AfE AN:) CO-bNTY R I' WITH ALL FEDERAL ES AND REGULATIONS TO EXISTING CONCRETE SLAB W/ Y"0 x 4" LONG TAPCONS, 12" 0/C. i ]LIVED l STATE OF S1 OF 2 3x3x }8" x 4" STEEL ANGLES SECURED TO WALL W/ (2) Y" 0 x 2" TAPCONS OR TO VERTICAL STEEL TUBE W/ (2) #12 x 1" LONG SDS. •••••• . . . . • • s ..... .... ..•... ..... .. . .... • .. .... ...... . ...... •••••• ..•.•. ••A• • • •••• M AL. TUBE MULLION CONNECTIONS S2 SCALE: 1-1/2' = 1'-O" j" x2j"xA" STEEL COL (Fy=46 KSI) TTACHED TO EXISTING WOOD BEAM '/ 2x2xY" STEEL ANGLE, EACH SIDE. TEEL ANGLE TO HAVE (2+2) #12 x " LONG WOOD SCREWS TO WD. BEAM ND BE FULLY WELDED TO STEEL OLUMN 4 STEEL TUBE TOP CONNECTION S2 SCALE: 2" = 1'-O" (MIN), HORZ. STEEL TUBE ;i TO STEEL ANGLES W/ 1 " TEK SCREWS. —1 7g." ALUM. ' BREAK METAL EXISTING 2x2 STEEL COLUMN. CONTRACTOR TO VERIFY TOP AND BOTTOM CONNECTIONS NEW STOREFRONT JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL 2j"x2j" xA" STEEL COL. (Fy=46 ATTACHED TO _EXISTING STEEL COL W/ Y"0 x 1j" STAINLESS STEEL TEKS SCREWS ® 6" 0/C. AND TOP & BTM.. W/ ANGLES, SEE DETAILS )6" ALUM. — BREAK METAL < ' N . !'.i R. 2j"x2j"xA' STEEL COL (Fy=46 KSI) ATTACHED TO EXISTING CONCRETE SLAB W/ 2x2xY" STEEL ANGLE, EACH SIDE. STEEL ANGLE TO HAVE (1+1) 7¢"0 x 3" LONG HILT] KWIK III ANCHOR BOLTS AND BE FULLY WELDED TO STEEL COLUMN 3 STEEL TUBE BOTTOM CONNECTION S2 SCALE: 2" = 1'-0" SPECIALTY ENGINEMING CONSULTANTS, Inc 1599 SW 30th AVE SUITE 20 BOYNTON BEACH, FL 33426 DADE = BROWARD — PALM BEACH FL CA. -1009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX USE 15LB FELT PAPER TO WRAP STEEL COLUMN TO SEPARATE DISIMILAR METALS. ROOFER'S MASTIC AT ALL SEAMS APPLY SEALANT BTW MEMBERS AND IN ALL VOIDS - Y" ALUM. PLATE, TRIM TO FIT t5", ATTACHED TO NEW 2j"x2j"xA- STEEL COL AND TO EXISTING 2x2 STEEL COL W/ 112 x 1" SS'TEK SCREWS 0 8" O/C PROVIDE ISOLATION BETWEEN ALUMINUM AND CONCRETE EXPANDING FOAM TO BE PLACED INSIDE OF NEW COL PRIOR TO INSTALLATION 1 NEW STEEL COLUMN S2 SCALE: 1-1/2" = V-0" ==11SU 11111/7///// E Nsc� 0. 77012 JAN:-r1 19 S. c OF ,c n 4 .f-OW F N At E�= I«�1�711111111 �=== S2 OF 2 1 S1 YY/ A4 W X 4 LUNU IAr'I.UN3, IL U/U. STRUCTURE W/ Y'0 x a` LONG TAPCONS, 12" O/C