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WS-04-22-1060, 29 NE 102nd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 29 NE 102ND ST, Miami Shores, FL 33138 1132060131650 Contacts Christian Ulvert & Carlos Andrade Owner YREL SERVICES & INVESTMENTS CORP Contractor 29 NE 102ND ST, Miami Shores, FL 33138 GEORGE SANTOS Mobile: 3053363631 christian.ulvert@gmail.com 18061 SW 139, MIAMI, FL 33177 Business: 4075351446 YS.LORENZO@YAHOO.ES ._...............- _- -------- --.w--__.-.-------------- -.-- ........... -_- _- _ . _..._ Inspection Requests: Description: PLACING NEW WINDOWS AND DOORS - 5 DOORS Valuation: $ 27,623.43 & 11 WINDOWS 1305-762-4949 I Total Sq Feet: 2,000.00 Fees Amount Application Fee - Other $50.00 CCF $16.80 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $5.60 Scanning Fee $21.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $316.40 Payments Date Paid Amt Paid Total Fees $316.40 Credit Card 05/11/2022 $266.40 Credit Card 04/27/2022 $50.00 Amount Due: $0.00 Building Department Copy 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 AFFIDA I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cgnst(ycti n and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized 94nafpNet: Owner / Applicant / Contractor / Agent Date May 11, 2022 Page 2 of 2 Location Address Parcel Number 29 NE 102ND ST, Miami Shores, FL 33138 1132060131650 .ontacts Christian Ulvert & Carlos Andrade Owner YREL SERVICES & INVESTMENTS CORP Contractor 29 NE 102ND ST, Miami Shores, FL 33138 GEORGE SANTOS Mobile: 3053363631 christian.ulvert@gmail.com 18061 SW 139, MIAMI, FL 33177 Business: 4075351446 YS.LORENZO@YAHOO.ES Description: PLACING NEW WINDOWS AND DOORS 5 DOORS Valuation: $ 27,623.43 & 11 WINDOWS Ins ection Requests: 3€�S4,62-449 �q � Totals Feet: 2,000.00 Fees Amount Application Fee - Other $50.00 CCF $16.80 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $5.60 Scanning Fee $21.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $316.40 Payments Date Paid Amt Paid Total Fees $316.40 Credit Card 05/11/2022 $266.40 Credit Card 04/27/2022 $50.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. May 11, 2022 Page 1 of 2 Miami Shores Village cis Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY -- INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. Re- /0 -/ PERMIT APPLICATION Sub Permit No. W9-6H-22 ludo ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: M /;U / U 2- City: Miami Shores County: Miami Dade Zip: f Folio/Parcel#: 1i - 32 66 - 613 -)(0,C_b Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: FloZone: � BFE: FFE: OWNER: Name (Fee Simple Titleholder): n65 A 1/Phone 790--5 7/&C� Add City ess: Ale2 4- ✓( State: Tenant/Lessee Name: Email: �r1'493 psi t CA, ----- a Phone#: . - c ✓�' CONTRACTOR: Company Name: ��/ 0' �Yj2_'F_ i 6990 #: 15- -'s s % Address: ,�� City: lG� ! c� / State: C Zip: 3 2 �J� % Qualifier Name: r�,*)a&C3 Se rz)S Phone#: 40_� State Certification or Registration #: Certificate of Competency #: DESIGNER: �Arch itect/Enginee r: S. Phone#: Address: ` 5 L 012 Er J A 00 ' CC City: State Zip: Value of Work for this Permit: $ GZ �3 Square/Linear Footage of Work: i 6 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: r 1642 A i 2,c -✓ " I `l 1 u� a , `-/ CY 6 0 `S ea Cv<rt��_✓� ram- s l / e'c- Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �Y-6. 1, _`0 (Revised02/24/2014) 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 9" Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Signature l',gGLe,,�oa / A-,,,5%/-.k a OWNER or AGENT The foregoing instrument was acknowledged before me this 2-7 day of F P 20 ZZ by Caa-lo ��c�c� who is personally known to me or who has produced i�--L- L '� CQn as identification and who did take an oath. NOTARY PUBLIC: Signature CON RACTOR The foregoing instrument was acknowledged before me this day of f I 20 - , by who is personally known to me or who has produced - p2� �' as identification and who did take an oath. Sign: Sign: - b� D Print: (� ,� \ c Print: "�Y�` ARLENIS 51LVE RA \,\\';wY poa.,�Vivienne Seal: '. Yao Comm,:HH 222410 Seal: "^FOFF�o.��° EXPIRES: March 6, 2024 . o= Expires: Jan. 31, 2026 Bonded Thru Notary public Unde i Notary Public - State of Florida APPROVED BY T (�— Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r r f rr YREL SERVICES & INVESTMENT CO. rnrn�a rou.a.eo.,,� w,rn �r Date: ©cI12 W12L State of Florida County of Miami -Dade YREL Services & Investment Co. 13537 SW 118 Path, Miami FL 33186 (407)-435-1446 / (786)-663-8160 yrelsixom Before me this day personally appeared �76s who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at 2'J A, J6 /0Z �T A-CtuAi- r' S' �3/3V Contractor Signature Sworn to (or affirmed) and subscribed before me this .!�L day of �rrl by Z 0 z-Z Personally know Or Produced Identification Type of Identification Produced ARLENIS SILVERA GG 950 My COMMISSION # 477 *: EXPIRES: March 6, 2024 Public Underwriters .ona�d m�NO�ry Print, Type or Stamp Name of Notary Page 1 of 1 Miami Shores Village Building DDaepeartment Zoning Dept. �Jjan Date Building Dept. Subject to col Federal,State ions. MY S j---y RESIDENCE FOR 10Cp"r� nlit# I scALEv4=r-oZ � ULVERT-ANDRADE — ------ II I 9 mowaFn �. I --- ----- I I - ---- -- I — - - - - " - -- - - ---- J uc I L — — — af=slwlrmuome— — J OtLeJ ,� 1 env I I Iwur2� I �lu� Y W+ Alddl.dure romvr� (nxleraR:nn®I CAMILO ROSALE3, AIA y, FOR STRUCTURE SIZES re mm� I I AND DETAILS, SEE � •: j ..re.nM L — — — — — — — — — J STRUCTURAL DRAVNNGS "U .R,awe e F' SEL.11.1117 SETBACK DIMENSIONS HAVE 'PI, I PRESEDENCE OVER ANY OTHER 'I• .�1 11 EL 7CW em DIMENSION. CONTRACTOR MUST CONSULT WITH ARCHITECT IF ANY e..,. i ��----------------------- — DISCREPANCIES ARE FOUND. 1-------------- ---Ei 11.1r —--'------ -- •----- ' r-----7 �y • � V ae' I I .L. c10Tr1oTN1[� i 1 ,� .,I S XLit z rX 9 b`I I, t1 vE117-0S FL ��9a-1 , //�� 1 ----- r -- -- ---- c/ uq+J� _ : ',---x_`�b�----- ------------ --J L �6) 6 r_ l 12AN t i L [.. • Z �• I - - - 11 Min Na M1E: REVOM MTHROd.1RXilNES ; 3 MN MS JN. MOWER w�Y I //;� �l _ y L 191W AND PI�IPl'T ® f6.15.]011 EW POpiION'. rVd_ REA,O. M0Bi1MC£ } � KrtCvfEN'FnCE ' ' OMpIIOgA 60YIN0' MGY WIYlW1C110NT D� i I WNHWAYTOGARAGE Z5 EL 1d—o aar°� MTifuPlf I PRWECT Mn. Ao 0 CIAW y II T'R I Tl�{{�� GAMROR ^O.vLLES,AN , — o- LILMM-0014]EO mow w I,nrp�pyl ® Li 1! oolf�fclwx _ 7j(p ,,,yy _ , 1o.o�sole 0.1TE M MI111fwR }"�f(-.1 DMWING: FLOdt PLAN w A-7 emnoors BEL 13.9Sr D-0' w - Enlmwf ®xacr, � fA + t f—f1�iiMrx _ wnxwTaF PIN. FLOOR gE1yyX -•_{ 10 OIIRIPGRPiI ?OROeI.'Rp1ffPlIC 6Yl101 O �r� rl r nd 3 �C1u k 56rI Ib81�x �bn FL 2-300- i FL 2-595 C) i RESIDENCE FOR ULVERT-ANDRADE 0 _ Arohlteclve 1� J CAMILO ROSALES, AIA III Fl "I imp �z (+u3e' xwo) FMWI Z C® i]Y P>F PF SOUTH ELEVATION MALE : -V _r-O NR DATE FMN-MM: 0 o a � FM HI o o o c> o o CAMILO RDBALM Au ue�AR-ootueo Pf Pi P: 1 PS 46 PF P! P! +M 91 NORTH ELEVATION DRA DMW WO: scALE : W-r—a A M �! 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EMOi[iI1NC, 11C rEL NOT Z liffieNfEIE R1R ANY CEFICCIZt Or.Tidt - 1 -N.7 —11 -T.3 9Y IWKIF oETYII, CEOnOII. MS 10 IN O1NF11 OPFR TM ISIATEO ro TIE ® -M.t 1111 1b— srs,rN —T 6 1NNt PRGfLI. -W.0 -ELO -L61 -N1 -42] -]i.P 6 ALL IXIb1O1 W WM ! THE0001 AI.Y MmU4T NPMiNS BNNL E piE1rD1F lNmf YIMO WIi9l1 '®®� � �� `� _ sp +«a ++2e .+aa +n.N +aa +as. Juno •m camA� o1aw� ro TNc ANc axazlcma jo° �*"� ."�'"..°' ram' L pT�' rbi MTer ua rfrlovrl Rla ro EsrJuunw. WIN��D LOADS PER ASCE 7-10 & 2017 FBC 4 LIE >t� "_a s�""� lN�s eYwMEmlEovJos�- L�laai sw w7...,,. xwlool noon,. Qua M,wAoorMMaPE a.tr�e OT�a1L' u �tuL a IMr m dvr C 0 srr C'7 I � q SECTION SCALE tN�t'-0" DOOR SCHEDULEDOOR08 DOCPBTOMEErSFBCREOUSEMEMS 0 DECIDED DOOR OEBCRIPTION WIDM NEIQW THOMO FRAME TYPE "MELMATEIUAL COIWAEMT p ENfw 8'-D' r-O" r METAL WOOD IMPACT ® SLIONLT NIFRIOR T-w T-D" r METAL WALAVOOD BPAIEUSO4'-0'EACN ® WYIN/ T-O' r-S' r METAL METAL NPACTAEFT fI) SWNO r-r r-0' r METAL METAL NPACI'MNMIT u ® SwNO T-0. r-D' r WOOD 11 WOOD 80lO COlE MOHt/UE TSLNNM ® WAG T-P r-W r WOOD WOOD RI WILETWRNi SWNO r"w r.o• r WOW WOOD Ra"CORE SL ® SFOLD LOUVERED T-D' r-W tt/r WOOD WOOD LOWERED TOMATCH tDaenMD ® POOCETTEDIIIJOHO Y.0- r-R L/? WOOD WOOD LOUVEPDASRODAIC ® SIFOLD LOUVERED 7W r.0" Ivr WOOD WOOD LOWERED TO MATCH ® BFOLD LOUVERED r$ r T-P 7t2' WOOD WOOD EXOSDNICLO.DOORS GLASS © eWMO r-r r-D' METAL OLASS TLSCIDESS AS ROD. SARDE PI D0M 18 SWIM Tor 4'4r METAL METAL WL-OCKM ALL OOORAMO WMCOW DIMIBMCIMAREAPPROXIMAM W. MUST VERIFYALL FIELD WABMIDMD MM"TIONII BUBM FNAL OPENW DIMIMONG TO DOOR SCREEN MANUFACRFSR6ANDIOR PRWOER u L>ewArocas� n vw� MNI 2 ® 11 ® 11 FAMLr SECTION SCALE rLr� VbM RESIDENCE FOR ULVERT-ANDRADE D_Iar „ aa.n aY..L d tar „ n sa+a rm.rss.�aoo �-A M IIL rr CALO ROSALEB, AIA CAMILD uwtv�s EXTERIOR ALL DOOM & W WM30WS TO BE MPACTwm*m GLASS DOORS AND WINDOW SCHEDULE 7OMIDTTSFSCIEOUFa BRM WINDOW R DESCRIPTION WIDTH MONT MATERIAL FRAME DIABB COMMENT ® FDED 9 r Ta ALUMMAA/ WARE CLEAR 2PA/IDA ® CASEMENT To" Y-T ALIAMUM WHITE CLEAR CASEMENTOPENS RMITILMT © TRIPLESLDMMR DOORS W-I' W-W ALUMINUM WHITE CLEAR 3DOORS 0 S EA ® OOLMLE SWN0000FM N--r Y-r ALUMINUM LVXMIE CLEAR 2000RBa7rEA FINISHES SCHEDULE EXRERLCR ROOF TILE TBSACOTTARATTLE T.E.& EXTERIOR PAINT TO MATCH EXOMB ENTRY APPROACH WALXWAY COMCRLE ENTRY PORCH NONSIPTILE TM. TERRAOE NON -LIP TILE TAS. INTERIOR FLOORING TO MMTCN DASTARD N OPEN AREASANDTMP T.B.S BASEBOARD WDODTOMATCHE70STSq-MIME FLOORING BATHROOMS TILE TAS SHOWERS @ BATHROOMS TILE TAA ALL PAINT TO MATCH EXISTING W. DATE: R villom ® 110i YY10 Bn1NROCM F%NFES CLEORPNCEG MN BOO SOIN.5IVJAEgS ® �.t52Oft NEW a0p110N REMOL6 ANDE11Ntf£ wiaEN ante . WALhWnY i0 GMPf£ COOKS O1nNGE FROM THi08N PROJECT NM MTV OMKOROSALES,AIA LICNAR-00% 10 DATE tDw"ll DMWIN: SLEVATH MM A-13 10/15/2020 Florida Building Code Online Florida pr BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Product Approval s x USER: Public User Product Approval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL29676-Rl Revision 2020 Approved Mr -Glass Doors & Windows Manufacturing, LLC 8051 NW 79th Place Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@mrglasswindows.com https:ll wvw.floddabuilding.orglprlpr_app dd.aspx?pararri--wGEVXQwd)gsJwwM3n%2b4Th2dvgxOhsPeA58o$HPVt20gzT3poeaAG5Q%3d%3d 1/3 10/15/2020 Florida Building Code Online • Category Windows Subcategory Casement 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 Jalal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By JAVAD AHMAD PE, INC. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Validation Checklist - Hardcopy Received VITT1n ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/18/2020 hops://www.flohdabuilding.org/pr/pr_app_dg.aspx?param=wG EVXQwtDgsJwwM3n%2b4Th2dvgxOhsPeA58oSHPVt20gzT3pceaAGSQ%3d%3d 2/3 10/15/2020 Florida Building Code Online Date Approved Summary of Products f 1 1+0/13/2020 FL # Model, Number or Name Description 29676.1 Series 600 Aluminum Casement Large missile impact resistant aluminum outswing casement Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29676 R1 II SS - 600 CASEMENT (LMI) DWG 19-28F Approved for use outside HVHZ: Yes (2020)_p-df Impact Resistant: Yes Verified By: Jalal Farooq PE 81223 Design Pressure: +80/-100 Created by Independent Third Party: Yes Other: See installation drawing 19-28F for span vs. load Evaluation Reports combination and installation details. FL29676 R1 AE SS - 600 CASEMENT (LMI) PAE 2020.p f Created by Independent Third Party: Yes MEW The State of Florida is an AA/EEO employer. Q12yLight 2007-2013 State of Florida. ;: Privacy Statement :: Accessibility 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 mail. 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 emails 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: RN E Credit Gard Safe https://www.floridabuilding.orglprlpr_app_dd.aspx?param=wGEVXQwrtDgsJwwM3n%2b4Th2dvgxOhsPeA5$oSHPVt2OgzT3pceaAG50%3d/o3d 3/3 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 7, 2020 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 Manufacturing LLC. Series 600 Aluminum Casement Window (L.M.I) Certificate of Independence To whom it may concern, As the design engineer retained by Mr -Glass Doors & Windows Manufacturing LLC. 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, Sealed:8/7/2020 Jalal Farooq, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog@afcene.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D FL 29676 Detailed Product Description: Date: 08/11/2020 Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING LLC Manufacturer Address: 8051 N.W. 79TH PLACE. MEDLEY, FL33166 Model Name: SERIES 600 ALUMINUM CASEMENT WINDOW Maximum Load: +80 PSF. -100 PSF (Large Missile Impact) Installation Drawings # 19-28F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By 3/19/2019 HELTI-18-6079 ASTM E283 Air Infiltration Hurricane Engineering & 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Leakage Testing Inc. 3/19/2019 HELTI-19-7004 ASTM E331 OR 3/19/2019 HELTI-18-6079 ASTM E547 & Water Hurricane Engineering & 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Penetration Testing Inc. TAS 202 3/19/2019 HELTI-19-7004 3/19/2019 HELTI-18-6079 3/19/2019 HELTI-18-6082 ASTM E330 &TAS Uniform Static Air Hurricane Engineering & 3/19/2019 HELTI-19-7004 Rafael Droz-Seda, PE 202 Press. Testing Inc. 3/19/2019 HELTI-19-7008 3/19/2019 HELTI-19-7011 ASTM F588 or Hurricane Engineering & 3/19/2019 HELTI-18-6079 Forced Entry Test Rafael Droz-Seda, PE AAMA 1302.5 Testing Inc. 3/19/2019 HELTI-18-6082 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test Description Test Location Test Report Date Test Report# Test Sealed By 3/19/2019 HELTI-18-6080 3/19/2019 HELTI-18-6081 3/19/2019 HELTI-19-7005 FBC 1626.2 1/19/2019 HELTI-19-7009 (TAS 201 & 203) Large Missile Hurricane Engineering 3/19/2019 HELTI-19-7010 ASTM Rafael Droz-Seda, PE E1886/1996 Impact &Cyclic &Testing Inc. 3J19/2019 HELTI 19-7012 ANSI Z97.1 3/19/2019 HELTI-19-7015 3/19/2019 HELTI-19-7016 4/29/2020 HELTI-20-8050 6/29/2020 HELTI-20-8071 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: P� FA,�o r,. `emu 0 * *rIl• -P0 Jalal Farooq PE # 81223 OdAL AI-Farooq Corporation EB # 3538 Sealed:8/12/2020 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305,264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com 38 9/16" -- WINDOW WIDTH I 30 7/16" _ D.L.O. HEAD SILL 4" MAX_ SPACING�j HEADSILL I 5EE NOTE CORNERS I BELOW I I i i II II / II I ill _ V W N/ �— � la I II II �V ,o i II .n YI FALSE MUNTINS (SURFACE APPUEO) MAY BE USED ( X ) ^1 �i m? O; �v z� �a'Wm >r 5 POINT LOCK � A \` 2 1 z LOCKING POINTS SEE CHART a I U N0. OF WOW. HEIGHT KEEPERS UPTO AT SASH 28" 2 38-3 8" 3 50-5 8 4 76" 5 SERIES 600 ALLM YtiM CASINENT ViLDOtti DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 6. APPROVAL APPLIES TO SINGLE, DOUBLE OR TRIPLE WINDOWS IN ANY COMBINATION OF OPERATING OR FIXED UNITS USING INTEGRAL IMPOST IN BETWEEN. ALSO TOP & BOTTOM COMBINATIONS OF FIXED/OPERATING OR OPERATING/FIXED IN SINGLE, DOUBLE AND TRIPLE UNIT COMBINATIONS USING INTEGRAL IMPOST IN BETWEEN. ALSO SIDE BY SIDE OR TOP AND BOTTOM COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FBC APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 76 5/16" j WINDOW WIDTH ' j 30 7/16" IMPOST ANCHORS ---� -SEE SHEET 6 D.L.O. FOR CAPACITY HEAD SILL 4" SPACING r HEAD/$ILL. CORNERS 7 1 .a-.- SEE NOTE SEE BELOW � :�i, i /IJ�' wA;lLfj2mslq:kvlj• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 26Y 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 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)-. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 4" MAX_ HEAD/SILL CORNERS I 9 : I j I m 2'.0; o� b r 3 n z rl0 �z O:Wm 0 i. ^;> Ip jO N N 2 Iz x I _J 1 I I Im FALSE MUNTINS (SURFACE APPLIED) d' MAY BE USED ANCHOR SPACING: 14" O.C. MAX. FOR LOADS UPTO 80 PSF 11" O.C. MAX. FOR LOADS ABOVE 80 PSF 38 9/16"V WINDOW WIDTH --�� 7� I 30 7/16" �1 HEAD _ Z n i O qy SILL SPACING F1 i F 5 BELOWTE O 9 pO ry �• V - o pg I J11 �U.o �Nlj- u m, I vl'� 1 ' 71 II I r I� o m, n G II r 9 3� Hli 3=3 n w � 4 37" FIX. VENT WIDTH � � z 'd j � '; � L r1 `D ( 0 ) + 0 = I: rn N1 of 3_j Z K II 1 p m _ w 0 4) N � 00 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FIXED WINDOW (0) COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. Sealed 8-11-2020 G 3E RE$l0lSB.,EC '.E SELFC7CNASFAN' C1 TIS .,0..., c^. _ _ ...5 PRO uC' _.:a1 01 G t, t. '� , L_ B _CNS!.OERE 1 •.u.E Al. _RE_ B Y M"A S I" E E ^?RC E 514 RE EN R i C. A J nE G'. R F R P R.� C4 '2 V ! C 3 R S \59 O? 5 EIG41EER ZF COR1G,�s E uRnK N S Pc4 O- S J. S4A SJrF 0 E Al S YO = R_ ROfc SS,01 .Nv vELR .. R_.,v .. _ FL #29676 I �I >> '\ VCENS�c'•.• No.01223 `o - u S X � �• 3T 44, <�� R °•®�� drove ng no. 19-28F 38 9/16" WINDOW WIDTH � 30 7/16' O.L.O. HEAD TRANSOM ANCHORS SILL SEE SHEET 10 4" MAX. -SPACING FOR CAPACITY 1 F EE NOTE HERO/SILL � 9 BELOW CORNERS \ X \O N / \; �— - 76 5/16" 68 3/16" -- D.L.O_ HEAD SILL ' SPACING j 4"% FEE NOTE j HEAD/SILL NELOW CORNERS I I I 1 j II C D r II pp o___ n i n n IZ ` n 2 as I> _ 11 , I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 37" m OPER, VENT WIDTH ¢ O U FALSE MUNTINS (SURFACE APPLIED) MAY BE USED fH 4" LI TYP. LIMPOST ANCHORS SEE SHEET 6 FOR CAPACITY ( 0/XX ) TYPICAL ELEVATIONS TRANSOM ANCHORS -SEE SHEET 10 FOR CAPACITY HEAD/Sill CORNERS e x �o d z N a'mw FALSE MUNTINS / (SURFACE APPLIED) / vi MAY BE USED ANCHOR SPACING: 14 O.C. MAX. FOR LOADS UPTO 80 PSF 11" O.C. MAX. FOR LOADS ABOVE 80 PSF 38 9/16" 1y l WINDOW WIDTH I �!� 30 7/16' �� rn D.L.O. a HEAD Q SILL SPACING a a SEE NOTE v ' p 9 ! BELOW i 10LL �I BLL�o a I I. 11 I n :Ik 0 1 I t Y ' II a9, 11 R i , 3 U I O. �I 7I I T �ilm; Ri 37"'..m w w I 0_ I dl U 1 II 1 I i I I I ( 0/0 ) Sear 8-11-2020 FL #29676 i ft. 81223 �r :��ST •'�� drawing e no. 19-28F U 76 5/16" 114 1/16" m WINDOW WIDTH �': WINDOW WIDTH m 30 7f16" IMPOST ANCHORS 30 7/16" IMPOST ANCHORS -__- p --SEE SHEET 6 __..... :-SEE SHEET 6 I z D.L.O. FOR CAPACITY D L.O. FOR CAPACITY G w HEAD HEAD Z 4" SILL I SILL 2y TYP. SPACING_ SPACING_ - b 4 MAX, Imo.- , 4 MAX. - 4" E HEAD/SILL y A F HEAD/SILL �A , TYP. _ _ _ ¢ BELOW CORNERS B CORNERS r x r!c(� W � g +a Wm z + wm iJF 10 z r 3 o; � W 1 � FALSE MUNTINS Imo- 37 ----�i � mZ FALSE MUNTINS �-- 3 -.a; �I�z j Z I4 M ' s n (SURFACE APPLIED) OPER. VENT WIDTH (SURFACE APPLIED) OPER. VENT WIDTH <, MAY BE USED <� U MAY BE USED ( XO ) SHOWN ( XXX ) SHOWN ! N n ( OX) ( XXO) $ ( 00) ( OXX ) w'I Inv n I 0 m 'o ( X00 } N'il 00 �J• ANCHOR SPACING: ( OOX } 14" O.C. MAX. FOR LOADS UPTO 80 PSF ( 000 ) 11" O.C. MAX. FOR LOADS ABOVE 80 PSF ( OXO ) TYPICAL ELEVATIONS c 0 U d C W O p ,`�11,111�l11llf�� c N X p No.01223 I d Sealed 8-11-202o,\ � . � F�L #�9�il6 `r/tn'1111�0 sheet 3 of14 r � I II II! I 8 I it 8 I I K / II iD I � Z t �o \ II U I _ I 8 l/ I !11 E / II 6 II �a II 7^ V •- 1 97 9/18" J n z 89 7/16 F a —_-_ OL.O. �g0�4 g0 HEAD SPAILL C ACING TRANSOM ANCHORS 4"_MAX � I� E NFOR CAPACITY oSEE SHEET 10 EOTE HEAD/SILL r 9 BELOW Q N m CORNERS z 2b N. 9 2 Z -- - - --- — - —— a S IKE nm g : Z_V 30 j O Z �O 1= 3 �1 \I moo; I� z p � { \ �.o ( n \ a I... i=1�L NZ TNI v W N h FALSE MUNTINS Ln 1.--- "Typ, OPER. VEM WIDTH O N it " (SURFACE APPLIED) U MAY BE USED IMPOST ANCHORS "rI SEE SHEET 6 FOR CAPACITY ANCHOR SPACING: ( O/XOX ) SHOWN 14" O.C. MAX. FOR LOADS UPTO 80 PSF ( O/XXO ) 11" O.C. MAX. FOR LOADS ABOVE 80 PSF ( O/OXX ) g ( 0/XOO ) U ( 0/OOX) ( O/000 ) ( 0/OXO ) cv 0 0 TYPICAL ELEVATION ``iV\1it1'��Ilf/ti77i\ ` c � No. 81223 • • � _ � � o Sear 8-11-2020 `l sTA 1" drow;ng o no. FL #29676 Irr�1� 11v1v�`� sheet 4 0 44 38 1/2" MAX. P ..__...WINDOW WIDTH ..._-..� 36 15/16" OPER VENT WIDTH 30 3/8 FALSE MUNTINS D.LO I N w (SURFACE APPLIED), MAY BE USED BE USED \ A i 7 / p U - - — n � I I � n `I D I C g It II n I OO 'n iz - l (2) ANCHORS AT TRANSOM II L .ENDS 4z MAX. WINDOW WIDTH 40 7/16- �� OPER VENT M6TH 33 7/8 FALSE MUNTINS (SURFACE MAY BEUSEDI A n Iz \j0 W I O I M i I �z a 1 7 II/ p / D - / 8 11 \ II I <X'N gjgc (2) ANCHORS j�� AT TRANSOM ENDS H 1 / j ;o � I I 4" MAX. G 14" 4" MAX. I G 14" HEAD/SILL B '- BSILL HEAD/SILL to- B i CORNERS CORNERS SILL ( X/O ) TYPICAL ELEVATIONS MAXIMUM DESIGN LOAD RATING = + 80.0 PSF MAXIMUM DESIGN LOAD RATING = + 78.6 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF (FOR SRES SHOWN ABOVE OR SMALLER) - 78.6 PSF n � No. 91223 E Sealed 8-11-2020 ••. droWmg ` no. 'pie �rt�y. .... • .•®�� i 19-28F FL #29676 /`�Irlsttl��`�\ sheet4.tot14 y� (--1/8" HEAT STREN'O. GLASS 3/16" HEAT STREN'DU. GLASS 1 i m N .090" Interayer .090" Interloyer o, .---Trosifol PVB —Trosifol PVB Q �a. Gopn� By 'kuraray America. Inc.' , ': By 'kuroray Americo. Inc.' _ F i4i Z z 1 ;-t/8" HEAT STREN'D. GLASS \, r-3/16' HEAT STREN'D. GLASS m 2 a e g a ad��..y o c U 12 t 11 �+ *1/4 Im SILICONE mILICONEDOWSIL 795 mOWSIL 79568M da � il15 AT 1/4 POINTS ON LlTES POIN75 ON LITESWIDER THAN 36" ONLY ER THAN 36" ONLY (- GLASS TYPE 'A' GL9955YPE _'B' 4 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 3jl& to I Z \ 1/8" TEMP. GLASS z!j,! w I —1/4" AIR SPACE \ s i V —1/8" HEAT STREN'D. GLASS 1 2 \ .090" Interloyer 2 .y s e Trosifol PVB Ii yyff rn rrMi By 'kurorcy Americo. Inc.' \\—1/6" HEAT STREN'D. GLASS m j FX Z w v �rw- 12 \ t7 iwi�00 `o l m SILICONE °D M " I = 7 DOWSIL 795 I� n c a: 4 a y 11 15 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' I1/16" OVERALL INSUL. LAM. GLASS c d _ o N j 1/4" AIR SPACE CONSISTING OF: 'DURASEAL' EDGE SEAL SYSTEM BY 'OUANEX' INo.89223 Sealed8-11-2020 � 3T f'�e.� drawing o no. FL #29676 ��i\11ijjltla�� sheet5oft4 ��tj � I LL N 0 J r Z n j 0 D 1NV U N Nn 0 y:- - . ^I III mI 3pz o:. Z; 4 it O 4 n) �i tS« �i��M Z h w a W r N V) 00 �:'.- 0 0 m Sealed 8-11-2020 c m FL #296i6 y° WIDTH �-- r-' : `/?ems.•...... W_IOTH� / m 1 s / NOTE: / \ 3� :NO. a1223 / FOR TRIPLE CASEMENT CONFIGURATION MULTIPLY �II OVERALL WIDTH BY 2/3 AND APPLY CHART $ w, FOR XX SIZES. w'./// ///, % s'� THE GLASS AREA OF ANY INDIVIDUAL SASH =� \ / WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED drowmg no. \ SHALL NOT EXCEED THE MAXIMUM TESTED AREA. I \ / y VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. �i; 0?c�' �.. •'�^� .% 19-28F _ ` ��t1i1�11t111�� sheet 6 of 14 DESIGN LOAD CAPACITY -PSF OPERABLE CASEMENT (X SIZES) FRAME DIMS. CLASS TYPES 'A• & 'Al' GLASS TYPE •B' WIDTH HEIGHT EXT.(+) tNT.(-) E%T.(+) iNT.(-) 19-1J8 26-1/2 I 26" 37 I 80.0 80.0 80.0 i tOOA 80.0 BOA 80.0 ': 100.0 80.0 i 80.0 80.0 , 100.0 19-1/8" ' 26-1/2" 38-3/8" 3T 80.9 ! BOA 800 100.0 80.0 � 80.0 80.0 ' 700.0 80.0 '80.0 80.0 ! 700.0 19-1/8'; 26-1/2"I 50-5/8" 37• I 80.0 ! 80.0 80.0 ! t00A 80.0 '. 80.0 80.0 ! 100.0 80.0 ! 80.0 80.0 . 100.0 19-1/8' ! 26-1/2" i 56' 3T 80.0 ' 80.0 80.0 �. 700.0 80.0 � 80.0 800 100.0 80.0 i 80.0 80.0 700.0 79-1/e' � 26-1/2" ' 63' 37" eaD 80.0 80.0 too.o 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 79-t/B° ! 26-1/2" 72' 3T 80.0 80.0 80.0 ! 700.0 80.0 , 80.0 80.0 ! 100.0 80.0 80.0 100.0 19-1/8' i 26-1/2" ! 76° 3T 38-1/2" '. 80.0 80.0 80.0 100.0 80.0 80.0 80.0 I 700.0 80.0 80.0 80.0 . 100.0 80.01 80.0 80.0 100.0 tz' 16' 24" 36, 30' 38" 42" 80.0 ao.D 80.0 100.0 80.0 80.0 80.0 tOp.O 80.0i 90.0 80.0 100.0 80.0 80.0 80.0 700.0 80.0 ! 80.0 80.0 '. 100.0 00.0 80.0 80.0 ,.. 100.0 12' i 18° '. 24' i �" 30' 38' ' 42" � 80.0 80.0 80.0 I 100.0 80.0 80.D 80.0 100.0 80.0 j 80.0 80.0 ' 100.0 80.0 ! 80.0 80.0 � 100.0 77.9 � 77.9 77.9 97.4 70.5 '. 70.5 70.5 I 88.7 12' 18 24" � bD" 30" � 38' , 42` 80.0 ! 80.0 80.0 i 100.0 80.0 80.0 80.0 ! t00.0 80.0 80.0 60.0 � 700:0 80.0 80.0 80.0 -. 100.0 77.9 ! 77.9 77.9 97.4 70.5 i 70.5 70.5 89a 12• � 18" 24° 72" 30' . 38" � 80.0 80.0 $0.0 100.0 80.0 i 80.0 80.0 ' 100:0 B0.0 � 80.0 80.0 '. t00.D 80.0 80.0 80.0 '. 100.0 77.9 ' 77.9 77.9 i 97.4 DESIGN LOAD CAPACITY - PST OPERABLE CASEMENT (xx SIZES) FRAME DIMS. 2 ANCHORS A7 IMPOST LOCATION 4 ANCHORS A7 IMPOST LOCATION GLASS TYPES •A', 'Al' & •B' GLASS TYPES 'A', 'At' & 'B' WIDTH; HEIGHT E%T.(+) TNT.(-) E%T.(+) 1NT.(-) 77" 53-t/8' 74" ! 26' 80.0 80.0 80 0 80.0 80.0 B0.0 B0.0 80.0 80.0 80.0 80 0 B0.0 37" j 53-1/8" � 7a" 38-3/8" 80.0 BD.O 80 0 80.0 80.0 80.0 B0.0 80.0 80.0 - B0.0 BO 0 80.0 37" 53-1/8" � 50-5J8' 7a" 80.0 80.0 80.0 '. B0.0 80.0 80.0 80.0 80.0 74.7 7aJ 80.0 I 80.0 37" 53 t/8" 74 5b" 80.0 80.0 80.0 ! 80.0 77.7 - 77.7 80.0 80.0 63.5 63.5 80 0 80.0 37" 53-1/8' � 74' 63" 80.0 80.0 80.0 ` 8D.0 66.7 66.7 80.0 B0.0 S3.5 S3.5 80.0 80.0 37' 53-1/8" 74' 72" 75.9 75.9 80.0 B0.0 56.5 56.5 800 80.0 44.5 44.5 80.0 80.0 37° 53-t/8" 74" 76 ' 76" 71.4 71.4 80 0 80.0 52.9 S2.9 80.0 80.0 41.4 41.4 80 0 80.0 a0.7 40.7 80.0 80.0 24' 36" t8" 60" � 76' � 84' 36" 80.0 80.0 80 0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 BO.D 80.0 - 80.0 80.0 80.0 80.0 80.0 80.0 ' 80.0 24' 36" 48' 60' � 76' 84' a8" 80.0 80.0 80 0 ' 80.0 80.0 80.0 B0.0 80.0 B0.0 80.0 B0.0 ! 80.0 80.0 ' 80.0 80.0 � 80.0 77.9 77.9 77.9 77.9 70.5 70.5 70.5 I 70.5 24' 36" 48' 60• I 76' ' 84" 60" 80.0 i 80.0 B0.0 B0.0 80.0 80.0 80.0 80.0 76.5 78.5 80.0 80.0 65.J 65.3 80.0 80.0 56.6 56.6 77.9 77.9 53.8 S3.8 70.5 i 70.5 24" 36' � 48 60" 76" ' 72" 80.0 80.0 80.0 B0.0 77.7 I 77.7 90.0 80.0 61.2 61.2 80.0 80.0 51.5 51.5 80.0 80.0 45.8 45.8 77.9 77.9 DESIGN' LOAD CAPACITY - PSF FIXED CASEMENT (0 ) FRAME DIMS. GLASS TYPES 'A' Ec 'Al' CLASS TYPE •B' WIDTH LENGTH E%T.(+) 1NT.(-) E%T(+) 1NT.(-) 26-1/2' 3T 53-i/8' � 26" 80.0 B0.0 800 , 100.0 80.0 :. 80.0 800 i 100.0 80.0 �. 80.0 80.0 !: t00.0 B0.0 I 80.0 80.0 � t00.0 79-i/9" 28-1/2" i 38-3/8' 37" 53-t/8" 80.0 1. s0.0 80.0 I 100.0 80.0 !. 80.0 80.0 t.100.0 80.0 ! B0.0 80.0 700.0 77,1 77,7 77 i � 96.i 19-t/8' 26-t/2' 37" 53- t /8' 50-5/8" B0.0 I 80.0 80.0 ! 700.0 80.0 80.0 B0.0 ' 700.0 80.0 B0.0 80.0 t00.0 S8.5 58.5 58 5 7J-1 14-t/B" 26-tf2" I 37" 56' B0.0 80.0 800 700.0 80.0 80.0 90.0 i 100.0 8D.0 [ 80.0 80.0 i 100.0 /8' i 26-1/2" !, 37` ' 63' 80.0 .,.. 80.0 80.0 �. 100.0 80.0 80.0 80.0 ' 700.0 80.0 80.0 80.0 !. 100.0 t9-7/8° 26-1/2" 3T 7Y 80.0 B0.0 80.0 ! 100.0 B0.0 80.0 80.0 I 100.0 80.0 �80.0 80.0 '. 100.0 t 9- t /8" , 26-1 /2" j 37 38-1/2" '. 76' 8D.0 i 80.0 80.0 I. 100.0 80.0 1 80.0 80.0 100.0 80.0 ' 80.0 80.0 1D0.0 80.0 { 80.0 80.0 i 700.0 24' � 30' �I J2° ` 36' I 42° � 48' �" 80-0 80.0 80.0 t00.0 B0.0 -. 80.0 80.0 t00.0 80.0 '80.0 80.0 '. 100.0 80.0 80.0 80.0 100.0 70-5 � 70.5 70.5 88.1 61.7 ! 61.7 67.7 i 77.1 24' 30' 32' 36° 42' 60" 80.0 i 80.0 80.0 I 100.0 BOA I 80.0 80.0 900.0 80.0 80.0 80.0 700.0 80.0 I 80.0 80.0 100.0 70.5 70.5 70.5 i 88. t 24' 30' � 32' 36" 72. 80.0 j 80.0 80.0 100.0 80.0 r B0.0 8D.0 � 100.0 800 80.0 80.0 '. 100.0 80.0 ;. 80.0 80.0 � t00.0 24^ 30^ 32' ea° 80.0 BO-0 80.0 ! 100.0 eo.o so.o ao.o toD.o 80.0 I 80.0 80.0 100.0 24' 96" 80.0 ' 80.0 80.0 j 100.0 1BY TYPICAL ANCHORS (� U WOOD BUCK --SEE ELEV. cyi �/ FOR SPACING p F� I Fr----- ------------- m EDGEa015L __,_, m METAL I I F.B.C. APPROVED 11 / N g N rr STRUCTURE i I MULLION & MULLION ANCHORS EDGE 3 o EDGE / Ii SEE SEPARATE NOA y< DIST o _„ DIST..,.-,. / I —... _ Z mN o DOGE DfST. I --- - -- a < 'N 14 2& Q 14 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS G p ri SEE ELEV. - SEE ELEV. SEE ELEV. �y 20 V FOR SPACING FOR SPACING FOR SPACING fY -- i1I a it WOOD BUCKS AND METAL STRUCTURE NOT BY MR -GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. ! 'z I TYPICAL ANCHORS: SEE ELEV. FOR SPACING w 5/16" DIA. ULTRACON BY 'DEWALT' (Fu=1'17 KSI, Fy-155 KSI) w' INTO 2BY WOOD BUCKS OR WOOD STRUCTURESILL o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) m'; a 10 THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o,'. ' 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) F DIRECTLY INTO CONCRETE OR BLOCKS y �' ? 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-Dv> v "' j 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 00 y X. ti j 5116" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) 1 I ! ! INTO F.B.C. APPROVED MULLIONS I I. AND j 1 I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 2, (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) a to 21 STEEL: 1/8" THK, MIN. (Fy = 36 KSI MIN.) 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w I2 m -- CRITICAL EDGE DISTANCE 14 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 2 o i WOAT HEAD, SILL OR JAM85 SG 0 D.55 MIN. ` H?I�rt I1 c CONCRETE AT HEAD, SILL OR JAMBS t'c 3000 PSI MIN. 1 _ — _______—_�- C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. G\ I i a .81223 =1 3 4 -I 4 TYI[CAL ANCHORS Sealed 8 11-2020 drawing, no. S� SEE ELEV. < FOR SPACING 11 iia,�•e„'F••• 19-8F FI. #296%H ��yT�i.�il�t11T�� sheet 7 of 14 V F.B.C.APPROD MULLION �� 4 1/4- MAX, 1 t/SHIMS SEE SEPARATE APPROVAL rn SHIM --,4 C 1144'� D' �� 1 BY TE`ICAL�ANCHORS 0 Z' n j 22 L �^ WOOD BUCKS FOR SPACING 2 A s oTYPICAL ANCHORS (r U -SEE ELEV. W FOR SPACING > > V hh F. m U VVV y1 A I _WINDOW WIDTH WINDOW WIDTH 74 2 D.L. OPG2 14 VENT WIDTH WINDOW WIDTH Z i ¢ 1 TYPICAL ANCHORS 3� -SEE ELEV. I' FOR SPACING w �: I. U 2 O 1 /4" MAX. //�� g�n 0' SHIM `/ r�� `, (FI 1/4* MAX. ¢ X ^ r SHIMS 74 22 4 tr mIIZ�o TYPICAL ANCHORS SEE ELEV. e METAL ° FOR SPACING STRUCTURE- - - L i 1 W •� i I O' 2 Vol o r= - �' V J EXTERIOR 8Y WOOD BUCKS j u 2 D.L. OPG 2 to J i D_L. OPG. c d VENT WIDTH WINDOW WIDTH ♦♦♦ y�'•.4�3* ��i 'e--- ♦ •. ,up., ice' m TYPICAL ANCHORS - —SEE ELEV. No. 81223 FOR SPACING Sealed 8.11-2020 v � �„� %j drawing no. F1, #29676 sheet 8 of 14 ley TYPICAL ANCHORS o =-SEE ELEV. 3 W000 BUCK FOR SPACING Lq!j �I EDGEcDIST. curly c G c O Q r J T--------------- + FRAMES CAN BE USED AT ALL SUBSTRATES SHOWN pW —" ON SHEETS 7 AND 8. 4 c o _ _-- `3 O 0� n n t /sy g 14 d & 10 19 Q; 3 1,/4" MAX. SHIMS I �'/��j ) OJ v o j 8Y r1 31� WOOD BUCKS �"� I TYPICAL ANCHORS o w SEE ELEV. i I FOR SPACING m U CS _ = dl z' -1q 4r +H- -zl��ytO�- Z vl dui W EXTERIOR N j' m ODr 14 3 4_ _ D.L. OPG_� I f FIXED VENT WIDTH .o I � WINDOW WIDTH C \ 10 4 I � V 19 aNi .N 1 11151l IIiJ/�h : c v No 81223 s' _,__EDGE DIST. c \ f 1 a Sealed 8-11-2020 % 8 ¢ TYPICAL ANCHORS >y 8? ! drpwing n0. -SEE ELEV. ��i'e'' •. •�� y 19-28F FOR SPACING FL #29676 �� %�i 111\��t`� 9 sheet of L4 LOAD CAPACITY NOMINAL DIMS. WITHOUT REIVF'. WITH REIti F'. � � ANCHORS At SOM fN OPNG. WIDTH�HEIGHT (H1). HEIGHT (H2) INCHES INCHES INCHES 48 50 62 7a 86 9B � 36 2q 80.0 80.0 2 80.0 80.0 3 a0.0 80.0 3 ao.o so.o a - 80.0 a - 80.0 5 48 50 62 74 86 98 � ;. 2a 80.0 80.0 3 Bo.O 80.0 3 80.0 80.0 3 80.0 80.0 4 - 80.0 4 80.0 5 48 50 s2 7+ 86 98 � � i ! 24 80.0 80.0 3 80.0 80.0 J eo.o eo.o a ea.o ao.o a - 80.0 5 - 80.0 6 48 50 62 74 86 98 ! 50-5/8 . ! 2a 80.0 80.0 3 80.0 80.0 3 80.0 80.0 4 80.0 80.0 4 - 80.0 5 - 80.0 6 48 50 � 7a 86 9B ! � 56 24 80.0 80.0 3 80.0 80.0 J 80.0 80.0 4 80.0 80.0 5 - 80.0 5 - 80.0 6 48 50 62 74 86 98 � 60 24 80.0 80.0 3 80.0 80.0 3 80.0 80.0 4 80.0 80.0 5 - 80.0 6 - 80.0 6 48 SO 62 74 86 96 i � 63 24 80.0 80.0 3 80.0 80.0 3 60.0 80.0 a 80.0 80.0 5 - 80.0 6 - 76.5 6 4B 50 62 74 76 24 80.0 80.0 4 80.0 80.0 4 80.0 80.0 5 80.0 80.0 6 4(Ii v�4 I I I M N IRAN I.- M OPNG, WIDTH OJ II I , I 0 M x TRANSOM ANCHORS F i , _. _ SEE CHART LEFT = < a ._ ___... 10 .. FOR QUANTITY } 9 Y M 14 `/� o r--- =1 ; REINF. 4 Ij I� p �•___ 5 AS REOD. ttlCl SEE CHART LEFT Q (91p J --z = -- ^!,J I 14 p� �- 20 Id i 2 U V! p N Ij m m o :- C 4 9 0 22 - _ U c v _ Sealed &11-2020 2 o _ I _ �tAltt t!g1�1/7j c _ _ o I � Fila. 87223 EXTERIOR = y a D.L. OPG. 2 D.L. OPG. ��••• b`6 ��• drawingo no. OPER. VENT WIDTH ! FIXED VENT WIDTH \!pfiT... ••�®�� ' 19-28F FI: #29676 !rr;il�lltt�� sheett0ot14 TRANSOM DESIGN @ ) , . z •e � ! ( 14 ■§§ 21 0Ogg., ` 20 / _®§ i� kB||� T-14 * o '§;§ { E$ y: 10 [- «It �� ^ : : ,._%- ( i})§ -y i)i�a«k . It 11 § / - \ # n� £.: Sealed a,a= MCI zE lge78 :&¥2 3 V EDGE D15T_ METAL F,B.C. APPROVED - i STRUCTURE MULLION k MULLION ANCHORS _EDGE DIST. SEE SEPARATE NOA m � gyp n I GE DIST. �� a _ED fl n ALT. Q � TYPICAL ANCHORS TYPICAL ANCHORS '1 TYPICAL ANCHORS SEE ELEV. SEE ELEV. - SEE ELEV. -' FOR SPACING FOR SPACING FOR SPACING - — �i, 3 ij of p01� a z a 1/4" MAX. � ZI. 43c n: m M �� j� SHIMS n 1 ALT. 8 SSS -j n j N TYPICAL ANCHORS �; c _ SEE ELEV. FOR SPACING �� .-Z ! �j In v _ W O N f c, D W� 0 0 TYPICAL ANCHORS L m SEE ELEV.- ' FOR SPACING O c m 0 0 ALT. _.-- INSTALLATION_ DETAILS WITH FLUSH ,FRAME _ADAPTER --�- SEE SHEETS 7 THRU 9 FOR WINDOW DETAILS No. 01223 oV Sealed 8-11-2020 _ •��-/, $ drowrng no. �1� ••• 19-28F EDGE DIST__ ` sheet 1 I of 14 FL #29676 1 �uln�. ITEM] PART III QUANTITY (DESCRIPTION MATERIAL 'MANF./SUPPLIER/REMARKS i E-602 4/ WOW FRAME 6063-T6 2 E-601 4/ WOW. OPERABLE VENT 6063-T6 - 3 E-604 4/ WOW. ':� FIXED VENT 6063-T6 - 4 E-603 AS READ :IMPOST 6063-T6 - 5 i E-605 AS REOD IMPOST REINFORCING 6063-T6 - 6 E-9001 4/ LITE ! GLAZING BEAD (LAM. GLASS) 6063-T6 - 7 E-9003 4/ LITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 8 E-272 AS REOD i.. FLUSH ADAPTER 6063-T6 9 E-2037 AS READ. ;CORNER KEY _:; 6063-T6 - 10 E-1018 AS REGO. FIXED VENT COVER 6063-T6 - 11 G-3001 AS REOD. INTERIOR GLAZING GASKET SANTOPRENE - 12 G-601 AS REGO EXTERIOR GLAZING GASKET (5/16" & INSUL. GLASS) EPDM '': DUROMETER 70t5 SHORE A 13 G10-04 j AS REOD. EXTERIOR GLAZING GASKET (7/16" GLASS) EPDM DUROMETER 70t5 SHORE A 14 G-3005 AS REQO BULB W'STRIPPING 'SANTOPRENE - 15 G-602 - 2/ LITE SETTING BLOCK SILICONE - 16 PJS45-SS AS REOD CORNER GUIDE ST. STEEL ! - 17 #10 X 1/2" AS REGO, CORNER ASSEMBLY FASTENERS ! ST. STEEL fH SMS 18 #10 X 1-1/2" I AS READ. :'IMPOST ASSEMBLY FASTENERS ST. STEEL ',; FH SMS 19 ', #10 X 1" I AS REGO. ; FIXED VENT FASTENERS, AT 3" FROM ENDS & 13" O.C. i ST. STEEL I FH SMS 20 - 2/ VENT HINGES - - 21 - '.. 1/ VENT OPERATOR - - 22 :' - '., 1/ VENT ; MULTI POINT LOCK - SEALABM: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DOWSIL 795 SEALANT. DOCKS: MULTI POINT LOCK SYSTEM BY 'INTERLOCK' AT FRAME JAMB LOCK OPERATOR AT 12-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH 9 GUIDES SPACED AT 10" O.C. MAX. EACH GUIDE FASTENED WITH (3) 010 X 1/2" P FH SMS 5 NYLON KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 15" O.C. MAX. EACH FASTENED WITH (2) #10 X 5/8" P FH SMS HINGES : MULTI POINT LOCK SYSTEM BY 'ROTO FRANK OF AMERICA' AT FRAME JAMB LOCK OPERATOR AT 11-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH 8 GUIDES SPACED AT 10" O.C. MAX. EACH GUIDE FASTENED WITH (3) #10 X 1/2" P FH SMS 5 ST. STEEL KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 17" O.C. MAX. EACH FASTENED WITH (2) #10 X 5/8" P FH SMS 'STORMBI6' FRICTION HINGES BY 'SECURISTYLE' LOCATED AT TOP AND BOTTOM CORNERS FASTENED TO FRAME WITH (3) /10 X 1/2" P FH SELF DRILLING SCREWS FASTENED TO VENT WITH (3) #10 X 1/2" P FH SELF DRILLING SCREWS OPERATOR: OPTION k1 DUAL ARM ROTO OPERATOR #C001-0251 BY 'INTERLOCK' LOCATED AT SILL END FASTENED WITH (8) #8 X 1/2- P FH SMS SNUBBERS 'ASD2' VECTOR SECURITY DEVICE BY 'ASD' LOCATED AT JAMB AND HINGE STILE AT II" FROM TOP AND BOTTOM EACH FASTENED WITH (2) #10 X 1/2" P FH SDS. 'CPB1' PULL IN BLOCK BY 'SECURISTYLE' LOCATED AT JAMB AND HINGE STILE AT MIDSPAN EACH FASTENED WITH (2) #10 X 1/2" P FH SDS. OPTION M2 DUAL ARM ROTO OPERATOR #OP06-7785-AS BY 'ROTO FRANK OF AMERICA' LOCATED AT SILL END FASTENED WITH (9) #8 X 1/2" P FH SMS NOTE: FOR CASEMENT INSTALLED WITHOUT OPERATOR MAXIMUM PUSH OUT OPERATING FORCE G 5 LBS. NO PINCHING OR TWIST OF WRIST IS REQUIRED TO OPERATE. No.B92Y3 :L�'oI�I^I Sealed S 11-2021'I 0` ST •`��`/ drowing no. Fl, #29676 °°°° ;1111116 , `� sheet 12 of 14 �-.125 TYP. 1 2.902 3.402 HL 3. FRAME 2.791- 1.829 OPERABLE VENT IMPOST .060 Typ. 1.03 .538 06 GLAZING BEAD (LAM. GLASS) .520 -.060 TIP. .950 1,073 .633— GLAZING BEAD (INSUL. LAM. GLASS) 2.708 .062 ryp. .500 .674 2,786 O FLUSH ADAPTER 2.199 .199 4—T 2.199— CORNER KEY 2.740 1.786 1.249 2.194 L i —1.395-- L-375 IMPOST REINF. .078 Typ. O 3272 1.396 2.322 8 03 FIXED VENT -.241 .055- C. FIXED VENT COVER Z 0 00 m F-N No, Ir.223 Sealed 8-11-2020 4Q R Ll �28 F (sheet 13 of 1=4 FL #29676 r 4,U �v F � I z B I I�• Ic � O 1 � �P u / 31,' / FRAME CORNER L j K �y 1 0 y I jl/i �I 1 I z I 2 %o ```lilit I�Illd/ejd \ c 8 I . VENT CORNERi Sealed8-11-2020 IMPOST CORNER y' drawing no. 19-28F I� FL #29676- ,'d ;+t1Ai11--''��`\ sneet 14of 14 1/i3J2021 FWWS Building Code Online g, BUS Home Lag In User Registration Hot Topics Submit Surcharge Scats & Facts Pubiicatio Contact Us BCIS Site Map Links Search d FJU 4Product Approval P rUSER: Public User ProduL�garoval Menu > > Bpgigatign List > Application Detail FL t FL27000-112 Application Type Revision Code Version 2020 Application Status Validated Comments Archived Product Manufacturer Mr -Glass Doors & Windows Manufacturing, LLC Address/Phone/Email 8051 NW 79th Place Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@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 ]alal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By IAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence FL27000 R2 COI SS - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMA 501 2015 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL27000 R2 Eauiv SS -Eduiv Ltr 501-15.vdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/14/2021 Date Validated 01/14/2021 FL # Model, Number or Name I Description https:f/whwv.floridabuilding.org/pr/pr ppp_o.aspx7pamnv-wGEVXOwtDgvp%2fcllPZH4z¢uRmejOPmY%2bLlISNSDsi-sNRPzWJ3mHA%3d%3d 1/2 V I5l= Florida Building Code Online 27000.1 Series MG5000 Aluminum Window i large missile impact resistant aluminum window wall system. I i Wall System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL27000 R2 II SS - MG5000 WW CLMI) DWG 18-46F Approved for use outside HVHZ: Yes 2020.Rdf Impact Resistant: Yes Verified By: Mai Farooq PE * 81223 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 R2 AE SS - MG5000 WW (LMI)-PAE 2020.odf Created by Independent Third Party: Yes Contact Us :: 2601 91air Shone Road. hliahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEW employer. Copyright 2007-2013 Sate of Florida.:: Pilvacv Statement:: Accessibility 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 m this entity. Instead, contact the office by phone or by traditional mail. 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 emails Provided may be used for official communication with the licensee. However email addresses are public Word. If you do not wish to sup* 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 j1gg. Product Approval Accepts: M Credit Card Safe hMmlt ..floridabuilding.wglpripi app del.asW?pamff wGEVXOwtDgvp%2fclPzH4zlZuRmejOPmY%2bLIISNSDsLsNRPzWJ3mHA%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 - METHOD 1 OPTION D FL 27000 Date: 01/13/2021 Detailed Product Description: Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC. Manufacturer Address: 8051 NW 79TH PLACE, MEDLEY, FL 33166 Model Name: SERIES "MG5000" ALUMINUM WINDOW WALL SYSTEM Maximum Load: +130PSF, -130 PSF (Large Missile Impact) Installation Drawings # 18-46F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ 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. 05/17/2018 BT-ESW-18-004 Constantin Bortes, P.E. 06/19/2020 FTL-12112 Idalmis Ortega, P.E. Blackwater Technical 12/18/2020 BT-ESW-20-036A Mike Caldwell, P.E. Services Inc. 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. 05/17/2018 BT-ESW-18-004 Constantin Bortes, P.E. 06/19/2020 FTL-12112 Idalmis Ortega, P.E Blackwater Technical 12/18/2020 BT-ESW-20-036A Mike Caldwell, P.E. Services Inc. 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 FTL-9605 Idalmis Ortega, P.E. 05/17/2018 BT-ESW-18-004 Constantin Bortes, P.E. 06/19/2020 FTL-12112 Idalmis Ortega, P.E. ASTM F588 Forced Entry Fenestration Testing 06/19/2020 FTL-12112 Idalmis Ortega, P.E. Laboratory, Inc. Blackwater Technical 12/18/2020 BT-ESW-20-036A Mike Caldwell, P.E. Services Inc. 9360 Sunset Drive, Suite 220I Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcena.com I alfaroog(cDafcene.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTIO TEST LOCATION TEST TEST Test N REPORT REPORT # Sealed by DATE FBC 1626.2 Large Missile Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. (TAS 201 & 203) Impact & Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. ANSI Z97.1 Cyclic 08/16/2017 FTL-9605 Idalmis Ortega, P.E. 05/17/2018 BT-ESW-18-004 Constantin Bortes, P.E. 06/19/2020 FTL-12112 Idalmis Ortega, P.E. Blackwater Technical 12/18/2020 BT-ESW-20-036A Mike Caldwell, P.E. Services Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: .. O \ No.8 ST i�� •'•.Fl OR1DP,. N Jalal Farooq PE # 81223 ; SS t�G IONAU AI-Farooq Corporation EB # 3538 ��` li 1111+` Sealed- 1/13/2021 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 I www.afcene.com alfarooq@afceng.com August 11, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 To whom it may concern, As the design engineer retained to prepare the product approval(s) associated with this letter as shown below on this same web page, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the referenced product(s), nor do I have or will have any financial interest with any other entity involved in the approval process of the referenced product(s). Sincerely, ��,rrsilir,trr '',Gf Ns� No 81`331 �vQj +SS Sealed 8-11-2020 j,,!ONAL,, Jalal Farooq, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroogPafcene.com August 12, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref Engineer's Statement of Equivalency To whom it may concern, As the design engineer retained to prepare the product approval(s) associated with this letter as shown in the summary of products section below, the purpose of this letter is to state that some reference standards have changed. For the scope contained within the subject product approval, the requirements of required items within the new reference standard(s) is still met because: • AAMA 501-05 is no longer applicable, and instead the reference standard is AAMA 501-15. A comparison of the older standard with the newer standard shows that they are equivalent, as relevant and applicable. If you have any questions, please feel free to call our office. Sincerely, OO �; SP.• ',%C NsE` .. Q No. 81 2:3 O ST fk : Qj\ 'SS/ONAL E� 'r1,1111 , 8-28-2020 Jalal Farooq, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooci@afcenp.com D.L. OPG. D.L. OPG. D.L. OPG. ----- SEE SHEET 2 —� SEE SHEET 2i SEE SHEET 2 I , I I I F 0 E f 9.1 < IN I i aid �B j Iw cjiw N N ~C MAX. 4" HEAD/SILL HEAD/SILL CORNERS CORNERS ANCHORS TYPE A. B. C OR D 2, 3, 4 OR 5 AT EACH JAMB--' SEE SHEETS S. 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 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 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 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. MAX. MULLION SPACING Il SEE SHEETS 3, 3.1, 4 & 4.1 ANCHORS TYPE A, B, C OR D 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--' SEE SHEETS 5, 5.1 & 5.2 INSTRUCTIONS: USE CHARTS AS FOLLOWS. i I / I / I / I / /I lil 1 / I, 1, 1 � SEE 'MR.',GLASS' it L.M.I. DOOR\APPRC ,I FOR DOOR RAtNG .� & DETAILS �I_1r__________ __DOOR MULLION ANCHORS SEE SHEET 7 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. D.L. OPG. Q.L. OPG. WIDTH WIDTH V� SEE CHART �1 SEE E CHART i SHEET 2 I ! SHEET 2 I m W IW b ¢;/ I/ f` O I II � W Z Ty LD I 1 Q 10 N iN o 0 W S W'S WIn W % o �I oI� I 0Gw� D v I' ( C>ro j I aO�M IN (i N 0ow ��I II Q 1� 7 1L 0 2f�MM�T- n: Q W 01 2 r D.L. OPG. D.L. OPG. WIDTH WIDTH WIDTH , SEE CHART SEE CHART - m SHEET 2 SHEET 2 7 O Nj Iloof Inn I I H] M a V I I V I }Q n M M U- 11� y� Z In r- 1 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS j SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. I SINGLE UTES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY.-_i PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. t LAMIAIATED GLASS I LARGE MISSILE IMPACT I Sealed:1/13/2021 FL #27000 STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND IA_ CONTRnCTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR I INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION WINDOW WALL MULLION AND SHEETS 6 & 7 FOR PROVIDED NE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED DOOR MULLION ON THIS DOCUMENT. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. i B- THS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF STEP 4 CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM ALTERED BY ANY MEANS. +C- SiTE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED USING CHARTS ON SHEETS 5, 5.1 & 5.2 1 ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR DOOR MULLION ANCHOR CAPACITY SEE CHART FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ON SHEET 7. USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. i ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE ' SPECIFIC DRAWINGS FOR REVIEW. STEPS THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND I D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 4 $HALL APPLY TO ENTIRE SYSTEM. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. C � No. e1223 _ e sy §r i� a •'•.• STA ' • . draW,.g nn. "��, i 18-46F 84" MAX. 0 78 1/2' MAX. D.L. OPG. z 14 MAX. SPACING 4 - '0!' FOR 1/4- SHIMS 8" MAX, SPACING 10 FOR 3/8- SHIMS 0 Q 8 M CY IL a 0 e Qa In " . , X z wad a I z in W 02 1/4- HEAT STREN'D GLASS D .090" Interlayer SantryGfos �By 'Kuraray Americo. Inc.'I' it i 9 1/4- HEAT STREWD CLASS SILICONE /"I DOWSIL 983 —Z F 8A GLASS TYPE 'BI of -T C NI Sealed: 1/1312021 ocmk. jj MAX. SPACING 14' No. 81223 FOR 1/4- SHIMS "A 8 FOR MAX. SPACING 318- SHIMS LL - CORNERS MAXIMUM DESIGN LOAD RATING + 70 0 PSF rowing no. TYPICAL ELEVATION 70.0 PSF AZ (ONLY FOR SINGLE UNITS SHOWN IN THIS SHEET OR SMALLER) I 1 8-46F SINGLE (0) PANEL FL #27000 ao r �V II3I ,,IO ice: iII O= n I Q IS f QQ Z �^�pp •NI O W"`o' a ry x �i OH LLI O G'a 64 5/8• 30 3/8- V Op¢ ? m r 60 7/8• MAX. N N D.L. OPG. f Q W IA O LL yII o WINDOW WALL SYSTEM WITH WINDOW INSERT J 002 y2 .,i SEE SEPARATE APPROVAL FOR WINDOW CAPACITY 2 tq z—LOWER RATING OF WINDOW OR Q w of iu WINDOW WALL SYSTEM WILL CONTROL. ^ v , I "i mi I Dt o 0. �y ! v ,� nI 3I V I m n �I, moron 4• MAX. HEAD/SILL --� CORNERS ANCHORS TYPE 'C' ONLY - 3 AT EACH JAMB MAXIMUM DESIGN LOAD RATING = + 78.0 PSF F' ti i — 114.0 PSj (ONLY FOR SINGLE UNITS SHOWN IN THIS SHEET) di i m � Sealed: 1/13/2021 °I I Ali I! .40.81223 3 IIJ = � � •, STA ' •• �� drawing no. 18-46F FL #27000 °�°„ Ili \ i sneetl.2of12' r I I pp Et to I � GLASS LOAD CAPACITY - PSF DIMS. GLASS TYPE 'A' GLASS TYPE _NOMINAL LO. WIDTH D.L.O- HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT., 28' 32' 36" 40" 44-1/4' 48 52' 56-1/4" 60-1/2" 66-1/2" 84-1/2" 80.0 130.0 80.0_ 130.0 ' 80.0 130.0 solo t30.0 SOO 130.0 solo 130.0 80.0 130.0 80.0 130.0 - 63.6 - 58.3 28' 32" 36' 40" 44-1/4" 1. 52" 54-1/2' 60-1/2" 66-1/2" 90-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 _ 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 56.0 70.0 - 63.6 - 58.3 28' 32' 36" 40' 44-1/4' 46" 52" 54-1/2' 60-1/2" 66-1/2" 96-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 $0.0 130.0 80.0 - 127.2 56.0 70.0 - 63.6 58.3 28" 32" 36" 40' 44-1/4" 48' 54-1/2" 60-1/2" 66-1/2" 102-1/2' 80.0 130.0_ 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 128.9 56.0 70.0 - 63.6 - 58.3 28' 32" 36" 44-1/4' Q. 54-1/2" 60-1/2'-- 66-1/2' 108-1/2" 50.0 130.0 80.0 130.0 80.0 130.0 _ 80.0 130.0 80.0 130.0 62.2 70.0 56_0 70.0 -__- 63.6 - 58.3 GLASS LOAD CAPACITY - PSF NOMINAL DIMS._ GLASS TYPE 'A' GLASS TYPE 'B_' _ D.L.O. WIDTH D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28" 32" 36" 40" 44-1/4" i8-1/2" 51-1/2" 54-1/2" 60-1/2" 66-1/2" 80.0 130.0 80.0 80.0 130.0 130.0 80.0 130.0 _- 80.0 130.0 62.2 - 90.0 - - 90.0 - 70.0 - 63.6 - 58.3 44-1/4" 48" 50" 54-1/2" 60-1/2" 120-1/2" 70.0 90.0 62.2 90.0 - 90.0 - 70.0 -- 63.6 42-1/4' 44-1/4" 48" 48-1/2- 54-1/2" 126-1/2' 70.0 90.0 - 90.0 - 90.0 - 70.0 - 70.0 1. 42-1/4" 44-1/4' 1" 48-1/2" 54-1/2" 132-1/2" 70.0 90.0 70.0 90.0 - 90.0 - 90.0 - 70.0 - 70.0 40" 42-1/4" 44-1/4' 48-1/2" 54-1/2" 38-1/2" 70.0 90.0 70.D 90.0 - - 90.0 - 70.0 - 70.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). 1/4" HEAT STREN-D GLASS 1/4" HEAT STREN-D GLASS 090" Interloyer 090" Interlayer -Trosifol PVEI S-SentryGlas \ By 'kuraray America, Inc.' \ By 'Kunaroy America, Inc.' \1 `\ 1 , rt/4" HEAT STREW® GLASS \ , I-1/4" HEAT STREN'D GLASS \ SILICONE 1 SILICONE l' fDOWSIL 982 DDWStL 795 ,!'DOWSIL 983 't / DOWSIL 795 GLAZING OPTIONS IF2 No. $1223 --- Sealed:1/13/2021 �A FL #27000 n 111 o I I i ljallV arowmg no. I 18-46F MULLION LOAD CAPACITY - PEP MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JI' JAMB 'J1' JAMB 'J2' JAMB 'J3' JAMB 'J3' MULL 'Mt* MULL 'M2' MULL 'M3' MULL 'M4• WIDTH (W) FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30" 36' 42" 86-1/2" 48" ! 54" { 60' 1 130.0 130.0 130.0 130.0 13010 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 12T3 130.0 130.0 130.0 30' I 36" i 42" j �. 48" 54" 60" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 130.0 130-0 130.0 130.0 _ 130.0 130.0 130.0 130.0 130.0 122.9 130.0 130.0 130.0 114.9 130.0 130,0 130.0 30" 1 36" 42" �, 48' j 54" ! 60" I 130.0 130.0 130.0 130.0 130.0 130.0 _130A 130.0 121.1 130.0 130.0 130.0 1 o&6 130.0 130.0 130.0 99.4 130.0 125.6 130.0 92.4 130.0 11&3 130.0 30" 36' 42" I 98-1/2• 48" 54' 58 13010 130.0 130.0 130.0 127.6 130.0 130.0 130.0 111,6 130.0 130.0 130.0 100.0 130.O 1300 130.0 91-4 130.0 118.6 130.0 06.8 130.0 112.4 130.0 1. 36" 42' 102" 1. 54' 56' ! 130.0 130.0 130.0 130.0 114.5 130.0 130.0 130.0 100.0 130.0 130.0 130.0 89.5 130.0 120.9 130.0 81.6 130.0 109.8 130.0 79.4 127.7 1067 130.0 30" 36" 42' 108" 48' 53 i 113Z 130.0 130.0 130.0 95.9 1J0.0 130.0 130.0 83.6 130.0 120.3 130.0 74.6 1200 130.0 68.8 110.7 _107.0 98.4 130.0 30 36"894 42" 110-1/2' 48" 52" 105.9 1300 130.0 130.0 130.0 130.0 130.0 77.8 125.2 114.7 --130.0 69.4 111.6 101.9 130.0 64.9 104.5 95.1E13 30' ! 36" 114' 96.2 130.0 130.0 81.2 130,0 123442" 70.8 113.6 107.448' 62.9 101.1 95.350' 60.8 97.7 92.030" p"69.3 82. 130.0 130.036" 111.5 111.442' 60.2 96.9 96.548'53.5 86.1 85 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. 12 13 �- Ul'•�' UNANCHORED l J w IAMB OPTIONS 6 3 6 I 3 6 3 m! °0 MULL OIRIONS Z O T 0 jai I Op�o'I I iV W R JAMB 'J1' JAMB 72' JAMB 'J3' O Gan ` Cl�wiH IZ IN-4 '.ISZ b1-3 ''. 12 IN�SI MI_5 � li IN��!S� > m 6.650E 1I 2.6421) 10.64861 4.4452 ALUla 6.6509 2.6�y 421 1 V 2Q FQ 8 j STEEL. __ 2^7506 1 7.2225 O a a p T- TOTAL i.O ¢ auuw+asnx2s, 14.62761 ,Na zOJ ! QWpt` 12 13 13 {�Zy-:; Q (-b F I0 I 5 3 5 3 5 3 5 3 �---- �I� '- N MULLION WAD CAPACITY - PSF 0 1 MU1JJONS 1/0 INTERMEDIATE HORIZONTALS ) a JAMB 'J2' UNANCHORED JAMB 'J3' JAMB 13' JAMB OPTIONS II v NOMINAL DIMS. PULL '114' MULL 'Y4' MULL OPTIONS MULLION 'MI' MULLION 'M2' MULLION '113' MULLION '114' ; (, EXT. (+) EXT. (+) .'1 WIDTH (W) FRAME HEIGHT INT. (-) INT. (-) IZ IN-L SY IN-3 IZ IN-{ SX IN��1 ! IN54SY IN-3 LY IN�L SX IN-3' i ' 54' 90.0 90.0 6J195 2.6T57 10.8072 3J590 'ALUYiNUY 6.7795 2.6757!ALUYINUY 6.7195 2.6757 r d <D 5T ! 90.0 90.0 STEEL 2.7505 1.2225 :STEEL 7.7533� 1 668 I j1 •� TOTAL TOTAL ii "' M m 60" 120" - 70.0 a 4Ww + I. Stl z 2.4 14,6962 I. Aurw I. Sn x 2.9;17.6047 66" 1 - 70.0 I 3 n 72' - 70.0 I z 30" 90.0 90.0 36' 90.0 90.0 11 I co d - 42' i 126' 90.0 900 -� I °0 '= ) 48i 90.0 90.0 54' 90.0 90.0 w� I 60' - 70.0 I W 66' 1 - 70.0 30" I 90.0 90.0 36' 90.0 90.0 42' 900 90.0 48" 132" 90.0 90.0 I Wl 52' 90.0 90.0 �'• WIDTH (W) - W1 54' ! - 70.0 AT FRAME JAMB I 60 - 70.0 30" 90.0 90.0 WIDTH M') a _W2 + W3 c d 1" 90.0 90o AT FRAME MULUON 2 MULLIONS i 6I I 90.0 42" 90.0 d Cj 138' 90.0 90.0 50" - 86.E 86.E.�1, IF 54" j --- 70.0 _ ocEnisg'"�' 1. _ - -_ 64.E 1 30' 90.0 90.0 - NO. 81223 36' � 90.0 90.0 42" 1 44a" 89.4 89.4 48' 79.0 79.0 3TA draw;^ ng 00, 54" I - 65.1 Sealed: 1/13/2021 60' - 59.3 FL #27000 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JIA' MULL 'MIA' JAMB 'JIA' MULL 'M2A' WIDTH (W) FRAME HEIGHT EXT. (+) WT. (-) EXT. (+) INT. (-) 30" 42" 48" I 54• 60" 86-1/2" 60.0 70.0 600_ -J70.0 60.0 70.0 60.0 70.0 60.0 70.0 60.0 70.0 30" 36" 42' 48' 14• 60" ! ! 90, ! 60.0 70.0 60.0 70.0 60.0 70.0 60.0F70.0 60.0 60.0 30" 36" 54" 60" ! 96" 60.0 60.042" 60.048" 60.0 55.6 70.0 51.5 70.0 30" 36" 42" 98-9/2" 48" 54" j 60.0 70.0 _ 60.0 70.0 60.0 70.0 57.6 70.0 52.4 70Z 30" 36" 42" ( 102' 48^ 54" I 60.0 70.0 60.0 - 70.0 59.7 70.0 53.2 70.0 48.3 70.0 30^ I 36" 42" 108• 48' 51" 60" 60.0 70.0 60.0 70.0 52.6 70.0 _ 46.8 70.0 - 70.0 - 70.0 30• j 36" j 42" 110-1/2" 48" : 54" 60' 50.0 70.0 57.1 70.0 49.7 70.0 44.3 70.0 - 70.0 - 70-0 30" ]6" j 42" 114' 48' I 54' ,, 60.0 70.0 51.8 70.0 45.1 70.0 _ 40.1 70.0 - 70.0 30' 36" 42" I 120" 48" 54" 57• 52.5 70.0 44.3 38'5 70o ^ 70.0 34.2 66.7 - 60.4 - 57.8 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JIA' MULL 'MLA' JAMB 'JIA' MULL 'M2A* UNANCHORED JAMB OPTIONS. MULL OPTION: WIDTH (W) T FRAME FIEIGFfT EXT. (+) INT. (-) EXT. (+) INE (-) 36" 42" 126" 48" 54• 70.0 ➢0.0 - 64.6 - 57.3 30" 36" 42" 132^ 48^ 52" - 70.0 - 64.5 55.9 __ - 49.6 46.2 30" 36• � 48" 50' - 67.1 - 56.3 _ 48.8 - 43.2 - 41.6 30" 36" 144' 42 48" - 58.9 - 49.5 - - 12.8 37.8 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. ul S i IWT W2 W3 WIDTH (W) m W1 AT FRAME JAMB WIDTH (W) W2 + W3 AT FRAME MULLION 2 6 1A JAMB 'JIA' Ix IN�4.SX IN 31W"31 4.1316 '. 1.6902 -- 5 to MULLION 'MIA' Iz IN"4 Sx IN'3 4.2902�1.7239 , 12 5 to MULLION 'M2A' Ix INS{ $x IN�3 8.7779 13.527 ' MULLIONS ``1111i 1I111J7/� ��.•'•JGENyg"'...� s No. 81223 • i� :�•'•. STA Sealed: 1/13/2021 �,° .•� , r< FL #27000 m�V Z M OZ f N Qa j., 0wIN`19 n �Oh O$�� OjM OCR"8 0 IL 0 4 N O aN� O Q W LLZm "M J mc Q W A f drawing no. 11 18-46F, MULLON MULLIONS LOAD WITH INTERMEDIATE CAPACITY - HORIZONTALS4ft PSF 12 13 UNANCHORED JAMB OPTIONS 6 3 6 3 6 3 MULL OPTIONS 1 `L}, { 17 ( 1f JAMB 71' JAMB 7Y JAMB 'J3' I: IN"4'Ss IN"3 Ix IN"4 Sz IN"} Ix�w"4 Sx IN"} 6.6509 ! 2.6421 .. 10.6486! 4.4452 'ALUMINIUM �'I 6.6509 22.6421 STEEL L 2.7506 1 2225 1i MAL 14.6276 N AwM « Ix M X 2.9. 12 13 13 5 3 5 3 5 3 5 3 I 74 MULLION 'MI' MULLION 'M2' MULLION 'MS' MULLON 'M4' MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERIGIDIATE HORININTAIS lx w�SxiN^�,� Iz IN"4ISx W"s' is IN-4 SIN-3 Ix -IN-4 Ss IH"3' JAMB 'J2' UNANCHORED 8.7395 2.67 7 10.6072 3.7590 'ALUMINUM _ 6719_ 26757� ALUMNUM_+6_7195 2.6757 STEED 2 7506 1 2225 STEEL 3.7533 1.668 JAMB 'J3' JAMB 'J3' JAMB OPTIONS - 1 �_T 1 NOMINAL DIMS. MULL 'M4' MULL 'M4' MULL OPTIONS TOTAL14.6962 TOTAL (17,6D{7� la ALVM + H Stl X 2.9 h ALUM + Is 61 X 2.9 EXT. (+) EXT. (+) MOTH (w) !FRAME 1EIptr rrr. (-) INT. (-) 54' 90.0 90.0 ! 120- - CINTERMEDIATE HORIZONTAL$ - '--F 90.0 90.0 I t 90.0 90.0 42' 126" 90.0 90.0 z I 90.0 x48' 54' 90.0 90.054' 90.0 90.030' 36' 90.0 90.036' 42' 132' 90.0 90.0 + �" 90.0 90.0 1.I W1 I W2 _ W3 52' j 90.0 90.0 54' _ - 70.o WIDTH (W) Wt 60" - 86.6 AT FRAME JAMB 30" 90.0 90.0 WIDTH (w) _ wz + w3 MULLIONS j 36" 900 90.0 AT FRAME MULLION 2 �.-._-J 42 138, 90.0 _ 90.0 48 86.6 $6.8 50 83 1 83. t ��>. ��'... •,'�'`70�� 54" - 67.7 d 1� F •' 80 - 60.9 NO. 81223 30" 90.0 90.0 � 5-T 36' 144- 90.0 90.0 42" 87.1 87,1 :•'� •. � 48• 76.2 76.2 Sealed: 1/13l2021 AZ ?�� 54' - 62.2 NOTE: so' s5.9 INTERPOLATION BETWEEN WIDTHS ALLOWED. FL #27000\��7 1li1 Z m Q f• g 0 �, N 0. W W Q' O u O /C y n v IS a ¢O C S Q a 0 p '1 0 Q O 6 (� = M F 0 J Z Q W (A . O i�w w1 1 1 u . NOMINAL DIMS. JAMB 'JI' JAMB 'Jl' JAMB 'J2' JAMB 'J3 JAMB 'J3' MULL 'M I' MULL 'M2' MULL 'M3' MULL '144. WIDTH (W) '.FRAME HEIGHT E7IT. (+) INT. (-) EXT. (+) INT. {-) EXT. (+) INT. (-) EXT. (+) INT. (^) 30' 1 36" 42' ! 78, 48' 54" 60' 13oo 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30' 36" 42" 86-1/2' 48' 54' 60' 130.0 130.0 130.0 130.0 130.0 130.0 13t1.0 130.0 130.0 _ 130.0 130.0 _ 130.0T� .- 130.0 -- 130.0 ---_ 130.0 130.0 118.9 130,0 130.0 130.0 107.0 130.0 124.8 130.0 30' j 36' 42" go, 48" 1 54' 60' i 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 m� ago W it a ~ ...� 3q 41 o I� O xt0 1 n 9 t 4? M n g ! yQ t` M I i S -' u�5 j� i 3 : Z T,� j I y � I! M) v " F 130.0 130.0 150o _ 130.0 119.2k�- 0 130.0 105.98.1 130.0 95.35.3 130.0 30" 36' 42' j 96, 48" 54' ( 60' 130.00.0 130.0 130.00.0 /30.0 112.20.0 130.0 98.26.7 --] 130.0 $7.3 130.0 112.6 130.0 76.5 122.1 101.4 130.0 30- 36' I 42' 98-1/2' 48" 54' 58' 130.0 130.0 130.0 130.0 121.2 130.0 130.0 130.0 103.9 130.0 130.0 130.0 90.9 1X0 120.3 130.0 BOA 128.9 107.0 130.0 ^ 75.2 120.0 99_6 130.0 30' 36' 42- 102' ! 130.0 /30.0 130.0 130.0 o vl j 109.1 130.0V.3 130.0 93.6 t30.0 130.0�-90.0 81.9 130.0 130.0 72.8 117.0 130.070.056' 70.2 112.8130.0 42' 108' 48' 53' 110.3 130.0 / 30.0 9t.9 130.0 /30.0 --78.8 128.8 114.4 130.0 69.0 110.9 100.1 130.0 62.5 100.4 90.7 iNO 30' 36" 42' 110-1/1' 48' 52" 103.0 130.0 130.0 130.0 '6 al 858 130.0 127.5 130.0 73.6 118.3 109.3 130.0 u 0,, 64.4 103.6 95.6 130.0 1 - 1- ( 1 a C ; --� drawing no. !, 18-46F ;sheet q of f 59.4 95.6 88.3 1 130.0 30' 36' 42 114' 48" 50 93.8 130.0 130.0 130.0 78.2 125.7 119.8 130.0 157.0 107.8 102.7 130.0 58.6 94.3 89.8 130.0 _ _ 58.3 90.5 86.2 13(1.0 30' 36 120- 42 48' 80.4 129.4 129.7 130.0 67.0 107.8 1OBA - 130.0 szs 92.a 92.7 130.0 50.3 80.9 81.t 130.0 MULLION MULLIONS LOAD WITH INTERMEDIATE CAPACITY - HORIZONTALS PSF MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS UNANCHORED JAMB 'JIA' JAMB 'JIA' JAMB OPTIONS 8 to NOMINAL DIMS. MULL 'WA' MULL 'M2A' PULL OPTIONS EXT. (+) EXT. (+) WIDTH (W) j FRAME HEIGHT INT. (-) INT. (-) 30" I - 70.0 36' - 70.0 42' - 64.6 i 126' 48 ( - 57.3 JAMB 'JIA' 54" - 51.8 30' j - 70.0 LY IN"4 Sx IN"'3; 36" I - 64.5 4.1316 ! 1.6902 42' ` - 55.9 1. j 132' _ 49.6 52" 46.2 12 30" - 67.1 36' I - 56.3 42" 138• 48.8 5 1A 5 to 48' 1 43.2 50 - 41.6 30 - 58.9 36 144" 49.5 42 - 42.8 48' - 37.8 MULLION 'MIA' MULLION 'M 2A' IY RI-4 ! SY IN"3 � Ix IN-i SI IN" 3 I (4.2902 7.7234 8.3779 3.527 - �-INTERMEDIATE HORIZONTALS \ w l i' L Wi W2 W3 _� WIDTH (W) - WW AT FRAME JAMB r WIDTH (W) m W2 + w3 II MULLIONS AT FRAME MULLION 2 f� `\` \,tI111111IJ7 ��. No.81229" ; Sealed: 1/13=21 q9 '•. �L I ,. . �. NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. FL #2700©sheet4.tof12 { �� '�'-.•l T` O Z °� N Q i N 0 m C W N ` ly q) C p. N a IL 0 < g Q ? m Z Vi J m T Q m $ o K I i N •.; 1 1 I NOMINAL DIMS. JAMB 'JIA' JAMB 'JIA' MULL 'MIA' MULL 'M2A' • WIDTH (W) j FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 30' 36 42' 48" i 54' 60, 86-1/2' 60.0 70.0 60.0 00.0 60.0 70.0 60.0 70.0 60.0 70.0 55.9 70.0 30' 36' 42" j 48' 54" 60" 90" 60.0 70.0 60.0 70.0 60.0 70.0 60.0 70.0 57.1 70.0 51.4 70.0 30' 36' 42" 48' 54" 60' 96. 60.0 70.0 �--� m ! I' of < �I a j d I .0 j �,Q! • ' �� 2 a W N l 60.0 70.0 60.0 70.0 56.1 70.0 49.9 70.0 44.9 70.0 30' 36" 42" 48' 54" 98-i /2' 60.0 70.0 60.0 70.0 60.0 70.0 53.2 70.0 47.2 70.0 30" 36" 42" 48" 54' 102' j 60.0 70.0 60.0 70.0 56.4 70.0 49.4 70.0 43.9 70.0' 30' 36" 42" 48' 54' 60' j 1 D8. 1 j 60.0 70.0 58.4 70.0 ! 4i 0I 50_0 70.0 432 70.0 - 70.0 - 70.0 30" 36' 42" 48" 54" so' i I `t70-t/2" 60.0 70.0 54.8 70.0 47.0 70.0 41.1 70.0 - 70.0 - 70.0 30" 36• 42" 48" 54' 114" 59.9 70.0 . o a+ 49.9 70.0 42.8 70.0 c° 3Z4 70.0 -" - 70.0 30" 36" 48' u. 57' ( 70.0 70042" [424 70.0 66,7604 57.8 drawing no. 18-46F 'MR. GLASS' DOOR & TRANSOM SEE SEPARATE APPROVAL INTERMEDIATE _HORIZONTALS 'MR. GLASS' T— ------ F OPTIONAL DOOR ) _— f - — -'-- _ J I 1 ALL FIXED LITES SEE SEPARATE APPROVAL i '_7 i Z AT u OR1 08 m i 0, OR`w'I ,I I Il l u n C 1 ' I' - I Si '� '�, I I � I 2 � � / II I II / F i I W� ., .✓ / II -- J 0 g�mp .ice Wi i I �I n -- i• > In -__ sIn 8I Qw�� I k-== _� iL 3 o f$ I Co.( w1 w2 Wt w2 wl w2 wt I W2 j i J N went Will w2 wbiH wl + w2 WOM W7 + w2 WON (w) = w1 + W2 ( 2 2 (w) = 2 4 2 j 3. NI N i`fTT^ i tTTt 1tt7t- g{IaM�I q^ TYP. q• trTYP. q_�i TIP. ail M Z N ' =FFPI 1 0 � I-' TW. + TYP. TYP. T�3YP. A2, 82, C2, D2 A3, B3, C3, D3 A4, B4, C4, D4 A5, B5, C3 I j : SEE SHEET 8 FOR DESCRIPTION A2 s (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 (2) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 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 V AT EACH SIDE OF JAMB AND MULLION A5 = (5) ANCHORS 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 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. �{ 021 rANCHORS y `,1iU 11111J/J/ (� No.81223%/' (=Vt Sealed: 1/13/2021 FL #27000 crowing no. 18-46F ; .! ! I c Z h W mI0 IF m NN 1 �Ory`0, W W �hhO.t LL! Z. O O r QQOM agp O�yy d' p Wo JOJ d Q ] yN"j LL YN- j Wn Q W ~ N N fi o v R to V Z it _O SEE SHEETS 5 AND 8 $` jj o FOR ANCHOR DESCRIPTION n 0 00 p �I j - c u ANCHORS ° ° oi c 11fi1/j7J �1 3�� 7/j �t I!. �� i� n�r' VGEN$E .• It No. 89223 CHART CONTINUES NEXT SHEET 5�,�• •.• STA � � Sealed:1/13/2021 tlrowing no. g_46F FL #27000 C7 r %�/ s ee�5.1o1 2 ANCHOR LOAD CAPACITY - PSF ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 3/4" MAX. SHIN NOMINAL DINS. 3/8` SHIM SPACE 1/?" SHIN SPACE 9/8" SHIN SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' MOTH (W) ;FRAME HEIGHT A2 A3 i A4 p AS A2 A3 A4 AS B2 B3 � H4 B5 82 :. B3 'i B4 I HS C2 ; C3 I Ca i C5 C2 C3 ! Cd CS D2 I D3 '' D4 30' I 36" I 59.1 ' 88.6 ! 17 8.2 t 130.0 73.9 98.SSS�t2J 1 a6.1 69.2� 92.2 � 115.3 -4 38.4I 57.7 � 76.9 ! 96.1 67.9 ! t 01.9 j 1130.0 T 56.6 ! 84.9 ! 113.2 130.0 SJ.3 J9.9 t 06.5 1130.0 44.4 66.6 ; 88.8 j 111.0 t 15.9 96.6 ; i }p.0 . t 3C1.0 130.0 1130.0 � 130.0 1J0.0 91.4 �130.0 76.2 i 114.J 130.0 130 0 t13P0 i 130.0 130 0 ; 130.0 i J0.0 1300 130.0 . 130.0 42" I _49.2--}I t2.2 I, 63.3 84 4 105.5 32.9 ': 49.4 i 65.9 182:4 48.5 72� 0 T121.3 38.7 t- 57 t� 76.7 95. t 82.8 123.7 t J0.0 j 130.0 65 3 198.0 i 130.0 i 130 0 124 0 ; 130.0 ' t 30.0 48' �! 54' 38.9 32.8 55.4 173.9 92.3 49.2 65.7 82.1 28.8 4J.2 ; 57.7 ! 72.7 25.6 138.4 51.2 i 64.1 42.5 ! 63.7 84.9 377 ; 36.6 175.5 108.1 194.3 33.3 29.6 ! 49 9 166.6 8Y2 44.4 59.2 i 74.0 72.4 64.4 108.2 ' 130.0 1130.0 96.2 728.7 1130.0 57.2 85.7 5-0.8�-7-6-2 117�j 130.0 ! 107,6 i 127A 10tP 5 150.0 i t30.0 96.4 130.0 j 7J0.0 60" � 66' I 29.5 26.9 44.3 59.1 :. 73.9 40.3 53.7 ! 67.1 23.1 i 34.6 I' 46.7 ! 57.7 27.0 131.4 '. 41.9 52.4 34 0 50.9 67.9 30.9 ; 46. 8 i 84.9 177.3 26.6 24.3 '40 0 � 53.3 364 48.5 i 80.6 57.9 52.7 186.E � 1 t 5.9 i ! 79.0 105.4 130.0 130.0 a5.7 6561 41.5 62.2 9t .4 ! 114.3 83.0?/03.7 86.8� 130.0 ; 1 J0.0 78.9 i 718.3 j iJ0.0 72" 24.6 49.2 161.5 - j 28.6 38.4 48.0 28.J 142.5 S8.7 ! 70.8 22.2 ; 33 4 I 44.5 55.6 46.3 72.4 96.6 120.7 38.0 i 57.0 76 1 - 95.1 72.3 108.5 130.0 30` i 36" i 56.8 47.5 85.2 113.6 j 130.0 71.0 '. 94:6 ! 118.3 44.3 ' 66 5 ' 88.7 ! t t p.8 36.9 73.9�'� 42.4 65.J 97.9 J0 0 � Sa.�81.6 i 1088 130.0 ; 130.0 51.2 42.7 76 B 102.4 128.0 164.0 : 85.3 j 106.7 17 1� 92.8 13p.0 130.0 i* 1300 730.0 i 130.0 1130.0 87.9 73.2 130.0 109.9� 130.0 ': 130 0 7J0.0 11}0.0 130.0 , 130.0 ; 130.0 130.0 �: 130.0 1}0.0 42` I 40.6 : 60.8 BLt 101 4 31 7 j 47 5 � 63.3 79.2 46.6 169.9 i 93.3 116.6 36.6 54 9 73.1 i 91.a 79.3 i 118.9 130.0 'I 130.0 62.6 194.2 125 6 ' 130.0 119.2 � 130 0 ; 1�30.0 48' 90" 34' 35.3 31.5 53.2�77 0 ' 88-7 !. 4Z3 fi3.1 ' 78.9 27.7 41 6 - 55.4 2a.6 i J6.9 '-49.3 j 61.5 40.8 61.2 I Bt 6 ? 363 54.4 172.5 102.0 ! 90.7 32.0 28.4 4� 8 0 j 64.0 180.0 42.7 : 55.9 I 71.1 69.6 61.9 104.0 130 0 92.4�123.7 '' } J0.0 130.0 54.9 a8.8 1824� 73.2 109.9 �130 0 97.7 ! 122.t 104: � 130 0 ! 1 }p.0 92.7 i 1300 1J0.0 60" � 66" � J2' 28.4 25.8 23.7 � 42.6 + 56.8 ! 71.0 i 38.7 151.b ! 64.5 35.5 47.3 59.2 22.2 � 33.2 ' 44.3 t 55:4 20.240.3 ; 50.4 - �. 27.7 ; 36.9 146.2 32.6 � 49.0 F 65 3 29.7 14t.6 59 4 27.2 ! 40.9 54.5 ! 81.6 ~ 74.3 68.1 25.6 23.3 21:4 38.a 51.2 j 64.0 J5.0 146.6 58.3 32 1 42.7 53.4 55.7 50.6 46.4 j 83.2 1114 76.0 1101 3 ' 69.6 92.8 17 30.0 126.E ! 116.0 43.9 39.9 36.6 165.9 59.8 154.8 87.9 109.9 79.7 99.7 I 73.1 9/.4 8}.4 125 1 I 1 �0.0 75.8 113.7 j 130.0 69.5 104.3 ; 130.0 30" I 53.2 79.9 ; t06.5 � 1J0.0 47.6 62.3 I 83.1 i 103.9 61 2 91.8 122.4 , 1Jp.0 48.0 i 7� 20�-96A 1120.0 t04.4 : 130.0 1130.0 1130.0 82.4 1?3.6 130.0 I30.0 130.0 j 130.0 , 130.0 36' 'I 44 4 66.6 88.7 110.9 34.6 52 0 � 69.3 86.6 51 0 76.5 1102.0 l 127.5 40.0 '. 60 0 ;. 80.0 I' 100.0 87.0 ! 130.0 j 130.0 730.0 68.7 103.0 1 J0.0 ' 130.0 I30.0 j 730A � t 30.0 -130.0 42 J8.0 29J� 44.5 59.4 ! 74.2 43.7 65.6 � 87.a t 04.3 34.3 j 51.a ! 68.6 + 85.7 Ja.6 111.4 ' 13U.0 130.0130.0 711.7+1 , 130.0 18" 33.3 ' 49.9 !F83.2 26.0 j 39.0 i 52.0 i 64.9 J8.3 ! 57.4 ! 76.5 95.6 30:0 45.0 60.0 75.0 65.3 197,5 130.0 130.0 51.5 77.3 103.0 'I 128.8 97.6 '. 130.0 /30.0 54' I 96" 29.6 ! 44.4 59.2 ! 73.9 23J ! 34.6 146.2 57.J 34.0 51,0 168.0 85.0 26.7 40.0 53.3 66.7 58.0 86.7 116.0 ; 130.0 45.8 � 68.7 91.6 114.4 86.9 I i30.0 730.0 60" 26 6 39.9 153.2 86.6 20.8 '; 3 2 6 1 52.0 30 6 2 459 76.5 24.p 36.0 ! 48.0 60.0 �. 52.2 J8.0 104.4 130.0 41, 2 I 61.8 82.4 1103.0 7 . 1117. 1 8 2 3 30.0 66" I 24.2 1 36.3 48.4 j 80.5 28.J 37.8 47.2 27.9 41.8 69.8 2t.9 32.8 43.7 54.6 47.5 71,2 94.9 1118.7 37.a 56.1 ; 74.8 93.5 71.1 : 10 6 130.0 72' . 22.2 i 33.] ; aa.4 ! 55.5 26.0 : 34.6 ' a},3 25 5 51.1 i 63.8 20.0 '. 30. t 40.1 50.1 a3.5 65.3 187.0 ! 108.8 34.3 51.4 68.5 ! 85.7 65.2 ' 97.8 1130.0 129.7 40.5 60.8 87.0 '; 101.3 59.fi ! 69.5 !. 119.3 1130.0 46.8 j 70.2 93.6 117.0 701.8 130.0 j 130.0 i 130.0 80.3 '1?0.5 ! 130.0 1130.0 130.0 130.0 1]0.0 ]8" i 43.2 164.9 1 86.5 108.1 33.8 ! 50.6 j bZ5 84.4 49.7 174.E !, 99.4 124.3 39:0 58.5 i 78.0 97.3 84.8 ' 128.7 ! 130.0 ! 130.0 68.9 I t00.a j 130.0 11J0.0 127.0 '; 130.0 ! 130.0 42' � 37.1 155.6 ! 74.t 92J 28.9 ! a3.4 '.. 57.9 72.3 42.6 i 63.4 i 85.2 1106.5 33.4 50.1 166.8 ! 83.5 72.7 108.E , 130.0 ; 730.0 57.a 86.0 i 114.7 j 130.0 108.9 130.0 1J0.0 48" � 324 , 48.6 i 25.3 i 38.0 ; 50.6 63.3 ]73 ; 35.9 174.6 193.2 29.2� SB.S 73.1 63.6 95.0 1127.2 j 130.0 50.2 75.3 100.4 125.5 95.3 730.0 130.0 g8-1/2" 54' ' 28.8 j t3.2 S7.7 i 72.1 22.5 ! 33.8 a5.0 ! 56.3 33.1 ! 49.7 82.8 26.0 39 0 i 52.0 j b5.0 56.5 84.5 ! 113.1 j 130.0 44.6 84.7 � 127.0 ' 170.0 60" 25.9 j 38.9 j 5i.9 6a.9 20.3 '! JOs 40.5 i 50.6 29.8 I 44.7 159.6 i 74.6 23.d I 35.t 46.8 ! SB.S 50.9 76.0 101.8 127.2 40.2 60.2 80.3 700.4 76.2 1114.3 tJ0.0 66" � 23.6 35.4; 47.2 j 59.0 ; 27.6 36.8 146.0 27.1 i 40.7 54.3 � 67.9 21.342.6 i 53.2 46.3 69.4 92.5 i 175.7 36.4 54.6 172.9 191.1 69.3 103.9 130.0 72' 21.6 32.4 t3.2 54.1 - 125.J 33.8 42.2 24.4 � 37.3 49.8 62.2 - ! 29.J i 39.0 - 48.8 42.4 63:6 Ba.B j 106.0 3}.4 50.1 166.8 83.5 63.5 195.3 127.0 30' S0.1 75.2 :. t00.2 j t23.3 39.1 58.7 78.2 i 97.8 57.6 86.4 115.2 j U0.0 45.2 6J.8 90.4 - 112.9 98.3 130.0 130.0' 130.0 77.6 j 116.3 i 130.0 j 130.0 130.0 !, 130.0 130.0 J6' i 42" I 41.8 62.6 83_5 35.8 S3.7 71.6 104.4 89.5 32.6 ': 48.9 { 65.2 i 81.5 27.9 j 4t.9 j 55.9 169.8 48.0 72.0 96.0 41.1 6t.7 82.3 120.0 102.9 37.b 32.3 565 75.3 94.1 j 484 64.5 i 80.7 87.9 70.2 122.4 130.0 104.9 ! 1J0.0 ! 730.0 ; 130.0 64.6 55.4 196.9 83.1 1129.3 i 130.0 ! 110.8 �1 ]0.0 122.7 130.0 130.0 105.1 ! t}0.0 130.0 46' ! 102' 37.3 ' t7.0 62.6 78.3 244 136.7 48.9 i Bt.1 36.0 % 34.0 i 72.0 190.0 28.2�t2.4 56.5 70.6 61.a 91.8 122.8 U0.0 48.5 ! 72.7 I. 96.9 ; 121.2 92.0 130.0 130.0 St" 27.8 '. 41.8i 35.7 69.6 21.7 j 32.6 i 43.5 54.3 32.0 48.0 ' 64.0 80.0 25.1 !� 3J.6 50.2 i 62.7 34.6 81:6 ! 109.2 1]0.0 43.1 164.6 86.2 i 107.7 81.8� 122.7 130.0 80" ' 23 1 37� 50.7 82.8 - 129.3 ! 39.1 ! 48.9 28.8 t3.2 j 57.6 72.0 22.6 133.�43.2� 56.5 49.1 173.d 198.3 122.8 J6.8 ! 58.2 ; 77.8 ! 96.9 7},6 j 110.4 i 130.0 06` I 72' 22.8 ' 34.2 ��. 45, 6 20� 9 31.3-�-41�8124.4 1 56.9 26.7 ; 35.8 44.4 ! 32.6 � 40.7 26.2�39.J i 52.4 24.0 ! 36.0 'I 48.t ! 65.5 ! 60.1 20.b -r � 30.9 I 4i.1+51.4 28.3 37.7 47.1 aa.7 a},0 L87A ! 89.4 � 61.4t02. nt. J5.2 32.3 52.8 48.4 ; 70.4 'I 88.0 ! 64.5 i 80.6 68.9 � 100.4 130.0 61.3 192 0 : 122J 30" r 36' j Q.3 !. 77.0 94.6 39.4 1592 78.9 118.3 !, 98.6 36.9 ! 55.4 73.9 92.t 30.8 ' 46.2 167.6 �; 77.0 54.4 81.6 108.8 a5.3 ! 68.0 I. 90.7 ' 130.0 ! tt3.3 42.7 3S.b � 84.0 85.3 ; 106.7 53] 7t.t I 88.9 92.8 77.3 ! 130.0 ' t30.0 t15.6 130 73.2 709.9 ; 130.0 j 130.0 130.0 ; 130.0 ; t30.0 Z m lml O b w W � W N IV Q l OWN`= �.0 u OGu',� °gy°<g �, 2Z� Q W 7 o N i LL=m_ .Ii�cW 4 Wmf ro! of n ; n 3 I, o! V p tl y K m n Nt z �I ¢p aTQ! J Nvl, r !;. ' ! ! q i 1 mlv ° ANCHORS 4 �--� \17tV1{III77jT w.'•'�yCENs<c'••��i`\ III / No.81223 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. •� SEE SHEET 5 FOR ANCHOR TYPES. �=•, BTAT � � Sealed: 1/132021 drawing o ��'' •••.. �.y ��!i/ i18-46Fi FL #27000 1 i� sneet5.2of12J ANCHOR LOAD CAPACITY - PSF NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'C' 1/4" MAX. SHIM 3/8" SHIN SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SH1M SPACE 3/8" SHIN SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) !FRAME HEIGHT A2 A3 A4 AS A2 A3 A4 A5 82 B3 B4 B5 H2 ' H3 B4 HS C2 C9 C4 C5 C2 ' C3 C4 i C5 D2 D3 D4 30" j 48.3 69.4 ! 92.5 ! 115.6 78.1 I 542 � 722 ? 90.3 53.2 79.8 f 108.7 f 730.0 413 i 62.6 �. 83.4 ! 104.3 90.7 130,0 j 130.0 j 130.0 71,6 1 707.4 + 730.0 ! 130.0 130.0 1130.0 1 130.0 36' i 38.5160.2 j 75.2 44.3 66.5 i 88.6 1110.8 34.8 i 52.1 169.5 86.9 75.6 112.9 I. 130.0 ' 130.0 59.7 '89.5 1 719.3 jY 130.0 117.2 ' 130.0 130.0 42' 33.0 ' 49.6 ' 66.1 ~ 82.6 25.8 38.7 57 6 i. 64.5 38.0 . 57.0 i 76.0 '� 94.9 29 8 i 44.7 59.6 74.5 64.8 98.8 i 129.6 130.0 51.1 76.7 '1023 127.8 97.7 :. 130-0 130.0 48" 289 43SSSti� 578 ~72.3 22.fi 338 45.1 56.4 13.2 49.8 168.3 ' 83.i 26.1 39.1 65.2 56.7 8aJ i 113.4 130.0 44.7 67.1 189.5 171.9 84.9 27.4 1730.0 54" � t10-1/2' 25.7 38.5 57.4 6 20.1 30.7�0.7 � 50.i 29.5 44.3 I 59.1 73.8 23.2 134.8 46.3 57.9 50.4 75.3 tl 100.8 126.0 39.8 i 59.7 79.5 99.4 75.5 1113.2 ' 130.0 60" i 6B" � 23.1 � 3! 4.7 1 463 i 57,8 21.0 ' 31.5 42.0 52.6 - ! 271 36.1I 45.1 ! 216 I� 32.8 .0 26.6 24.2� 39.9 53.2 � 66.5 367 I; 48.4 60.5 20.9 i 37.3 41.7 52.1 28. 8.0 j 47.5 45.4 41.2 ! 678_ 90.7 113.4 r 61.9 � 82.5 t 103.1 35.8 53.7 71.6 32.5 ( 48.7 165.0 i 89.5 81.2 67.9 j 101.9 61.8 192.E ! 1}0.0 - 123.5 72" 28.9 38.5 148.2 30.1 ! 37.6 22.2 11 33.3 a4.4 55.5 - -. 28J 34.8 43.5 37.8 56:7 75.8 � 94.5 29.8 44.7 ; 59.5 74.4 56.6 84.9 173.2 30" ' 44.8 � 67.J i 89:7 1112.1 J5.0 i 52-5 70.0 187.5 51.5 177.3 '. 703.1 128.8 40.4 '. 60.6 80.8 101.1 87.9 1 130.0 130.0 ; 130.0 694 i 704,1 i 730.0 i 130.0 130.Ort 130.0 i 130.0 36" �: 42" 37 4 56.0 71 4.7 193.4 320 �18.0 } 64A 1I 80.1 + 29,2 43 7 ! 58 3 72.9 2S.Ot375�-SOA ! 62.5 42.9 36.8 ; 64.4 � 85.9 1707.4 55.2 73.6 . 92.0 33.7 50.5 167.4-} 84.2 28.9 43.}1 57.7 ! 72.2 73-3-7 62.8 109._5 130.0 ; 130.0 1938 �125.8 130.0 57.8 ! 86.7 i t 1 6 49.fi I 74.}�J99.1 i 0.0 123.9 109.8 i 130.0 I 130.0 94.1 130.0' 130.0 48" 28.0 42.0 5' 6. I, 7D 0.1 27.9 32.8 � 43.7 54.7 32.2 1 48.3 64.4 j 80.5 25.J j 37,9 50.5 63.2 54.9 �82.1 109.9 � 130.0 43.4 7 65.1 t 86.7 708.4 62.3 723.5 130.0 54' 114' 24.9 , }7,a j 49.8 62,3 - ! 29.2 178.9 i 48.6 28.6 I a29 57.3 7t.6 22.5 , 33.7 j 44.9 56.1 48.8 ; 73.0 ! 97.7 ; 122.1 385 � 57.8 E 771 196.4 73.2 % 109.8 i 130.0 60' 1 22 4T33.8 144.8 56.0 - 1 26.2 35.0 I 43.7 25.8 I 38.71 51.5 64.4 20.2 30.3 ! 40.4 ; 50.5 44.0 65.7 167.9 j t 09.9 34.7 i 52.0 69.4 ' 86.7 65.9 i 98.8 130.0 66' 20.4 i 30.6 ! 40.8 50.9 - 23.9 � J1.8 39.8 - 23.5 35.2 46.9 i 58.6 - 6 36.8 46.0 40.0 60:0 80.0 ! 99.9 31.5 ! 47.2 63.0 78.7 99.9 j 89.8 1179.7 72' � - 128.0 ! 37.4 48.7 - 27.9 j 29.2 76.5 27.5 32.3 143.0 i 53.8 25.3 ! 33.7 42.2 36.6 55.0 73.3 j 91.6 28.9 ! 43.3 157.7 I 72.1 54.9 j 82.3 1 709.8 30' 42 8 63.9 i 85.2 1106.5 33.2 49.9 : 66.5 83.1 49.0� 73.4 h 97 9 122.4 38.4 � 57.6 � 78.8 96.0 53.5 248 I 130.0 j 130.0 65.9 98.9 130.0 130.0 125.1 � 130 0 130.0 36" i 35 S 53.2 27.7 141.6 ! 55.4 i 69.3 40.8 61.2 : 81 6 � 102.0 32.0 � 48.0 64.0 80.0 69.6 1010 1170.0 + 130.0 54.9 182.1 109..9 !, 770.0 104.3 , 130.0 130.0 42" 30.4 45.6 ! 60.8 ! 76.1 23.7 35.6 47.5 59.4 35.0 52.5 69 9 ! 87.4 27.4 ! 4� 54.9 i 68.6 59.7 � 89.1 j 119.3 ' 130.0 47.1 70.6 94.2 :. 117.7 89.4 130.0 �. 130.0 48' 120` 265 39.9 57.2 66.8 20.8 1 31.2 41.6 152.0 �. 30.6 � 45.9 i 81.2 i 76.5 240 ! 36.0 ! 45.0 160.0 52.2 76.0 104.4 130.0 41.2 61.8 82.dj 103.0 78.2 117.3 ! 130.0 54" 23.7 35.5 j LL3 59.2 - � 17 7 36.9 46.2 27.2 s0.8 I 54.4 � 68.0 21.3 ' 32.0 42.7 ! 53.7 46.4 69.3 90.0 90.0 36.6 54.9 1732 90.0 69.5 I 90.0 90.0 60' 21 3 31.9 i 42 6 53.2 -_ 24 9 33 2 41.6 24.5 36.8 '. 49 0 61.3 28.8 38.5 48.1 41.8 62 7 83.6 ; 90.0 32 9 19.3 185 8 i 82.2 62.6 90.0 90.0 66" � 129.0 38.7 48.4 - 22.7 30.2 37.8 22.3 33.4 44,6 55.7 26.2 35.0 t 43.7 38.0 57.0 78.0 90.0 29.9 44.9 59 8 74.8 58.9 j 85.3 ' 90.0 72" 26.6 35.5 i 44.4 - i 20.8 27.7 34.5 20.4 30.6 40.9 51.1 i 24.0 I 32.1 40.1 34.8 52.2 69.8 187.0 27.4 � 4t.t 54.8 j 68.5 52.7 178.2 90.0 30' 11.7 47.5 63.3 :. 79.2 48.6 69.9 190.0 ! 90.0 36.6 'I 54.9 . 73.1 90.0 79.5 90.0 90.0 90.090.0 I 90.0 190.0 36' ; 33 8 ! 50.7 57,5 184.5 26� 39.6 $2.8 j 68.0 38.9 58.3 77.7 190.0 30:5 45.7 161.0 178.2 66.3 90.0 i 90.0 90.0 52.3 78.5 :. 90.0 i 90.0 90.0 190.0 190.0 42" � 29.0 57.9 172.4 22.5 i 33.9 45.2 ' 58.5 33.3 50.0 i 66.6 i 83.3 26.1 j 39.2 152.2 ! 65.3 58.8 ' 84:9 90.0 90.0 44.8 67.3 89 7 90.0 85.1 90.0 90.0 48" � 126' 25 ♦ 38.0 50.7 63.1 - :. 29.7 ! 39 6 49.5 29.1 143_7 * 58.3 i 72.9 22.9 j 34.3 45.7 I 57.1 49.7 i 7a.3 190.0 90.0 39 74.5 90.OT90.0 54' 225 44.0 25.9 38.9 St.B 164.8 20.3 �. 30.5 i 40.6 50.8 44.2 ' 66.0 88.4 90.0 34.9 � 52.3 69.8 ' 87.2 66.2 90.0 j 90.0 60" 20.3 � 30.4 40.6 50.7 - 23.7 31.7 i 39.6 23.3 35.0 j 46.7 ! 58.4 - 27.5-� 36.6 8 39.8 59:7 79.6 90.0 31.3 !. 47.0 + 62,7 78.3 59.8 � 89.4 + 90.0 30" 36" 38 7 I 58.1 77.4 90.0 32 3 48� 64.5 i 80.7 _30.2 j 45.3 60.5 : 75.6 25.2 37.8 + 50.4 :63.0 44.5 37.1 66.8 89.0 55.6 ! 74.2 ' 90.0 i 40.0 34.9 52.4 69.8 87.3 29.1 j 43.6 75.9 63.3 90.0 90.0 190.0 190.0 �', 90.0 90.0 59.9 i 89.9 90.0 49.9 74.9 90.0 90.0 j 90.0 90.0 190.0 90�i 90.0 190.0 90.0 42" ' 27.7 ; 41.57 55.3 i. 69.1 21.6 ! 32.4 43.2 154.0 J1.8 i 4�.6 t 79.5 24.9 : 37.4 149.9 ! 62.3 54.2 181.0 190.0 � 90.0 42.8 64.2T85.5 190.0 87.2 90.0 � 90.0 48" 132" i 242 36.3 48.4 ! 80.5 - 28.3 37.8 47,2 27.8 41.7 i 55.6 69.5 21.8 j 32.7 I /3.6 154.5 47.5 70.9 I. 90.0 90.0 375 56.2 j 74.9 90.0 7i.t 190.0 90.0 54' 60 21.5 32.3 430 5348 � 29.0 78J i tes - 25.2 33.6 42.0 ; 22.7 '30.2 � 37.8 24.8 I 37.1 i 49.5 22.3 }3.4 44.6 67.9 ! 55.1 ! 29.1 38.9 i. 48.6 - 26.2 35.0 L3.7 42.2 38.0 53.3 'I 84.4 90.0 ! 57.0 176.0 i 90.0 33.2 !. 49.8 ' 66.5 29.9 44.9 59.8 83.1 ! 74.8 63.2 ! 90.0 ! 90.0 90.0 JO" 37.0 55.6 I 74.1 '. 92.6 28.9 a34 57.8 72.3 42.6 - 63.9 F. 85.1 90.0 334 ' 50.1 66.8 183.5 72.6 90� 90.0 ! 90.0 57.3 86.0 + 90.0 90.0 90.0 190.0 90.0 38" 4z" 48" I 30.9 46.3 bt 7 !. 77.2 26 5 4 39.7 ! 52.9% 66.1 23.1 34 7 46 3 57.9 60.2 20.7 31.0 413 ! 51.6 - 27 i 36.1 45:2 35.5 53.2 171.0 30.4 45.6 1 60-8 26.8 39.9 53.2 88.7 78.0 66.5 27.8 141.7 1 55.7 j 69.6 23 9 ' 35.8 147.7 ' 59.6 20,9 131.3 41.7 52.2 60.5 51.9 45.4 90.0 90.0 i 90.0 7.5 90.0 90.0 ' 67.8 Y 90.0 j 900 47.8 171.7 90.0 40.9 ' 61.4 81.9 35.8 '53.7 71.7 90.0 90.0 89.6 90.0 90.0 77J j 90.0 88.0 90.0 90.0 90.0 90.0 54" 20.8 7 30.9 a1.2 ! 5144 - 1241 32.1 i 40.2 23.7 � 35.5 4Z4 ! 59.2 -_ 27.9 ' 37.2 146.5 40.4 60.5 ! 80.7 90.0 31.8 ! q.7 �! 63.6 i 79.5 60.4 ; 90.0 190.0 60" - 27.8 ' 37.0 46.3 - ' 21.7 28.9 i 36.1 21.3 ; 32.0 142.8 53.3 - 25� i 33.4 a1.8 36.3 Sa.S ! 72.7 ! 90.0 28.6 142.9 ' 57.2 ! 77.5 54.4 ' 81.6 90.0 30" 36' i 35.5 532 71.0 88.7 29 fi 44.4 59.2 73.9 27.7 '47.6 : S5.4 y_69_3 23.1 34.6 46.2 57.7 40.8 61.2 34.0 57.0 68.0� 85.0 26.7 I 40.0 53.3 '. 66.7 58.0 90.0 90.0 90.0 86.�! 90.D 90.0 5/.9 j 82.4 � 90.0 45.8 i 68.7 7 90.0 � 90.0 90.0 90.0 '. 90.0 86.9 ! 90.0 ! 90.0 '.. 90.0 42" 144" 25.4 38.0 ! 50:7 , 63./ - 29.7 39.6T29.1 43.7 58.3 72.9 229 34.3 45.7 57.1 49.7 74.3 i 90.0 ! 90.0 39.2 ! 58.9 78 5 90.0 74.5 � 90.0 190.0 48" 54' 60" I 44.455.5 222 ! 33.3 -- _ 29.6 j 39 4 149.3 - 26.6 �5.5- 44.4 - �260 34.6 43.3 23 1 30 8 38.5 - 20.8 127.7 134.6 25.5 38.3 510 22.7 34.0 45.4 20.4 30.6 i 40.9 56.7 51.1 20.0 130.0 140.0 50.0 126.7 135.6 144.5 - ! 24.0 I 32.t 40.t 43.5 38.7 34.8 65.0 87.0! 90.0 58.0 177.4� 90.0 52.2 87.0 34.3 I 51.5 1687 30.5 � 45J 60.9 27.4 47.1 54.8 � _85.8 '. 76.1 . 685 65.2 _09; 09 0 57.9 86 9 52.t ` 78.2 !! 90.0 j 90.0 90.0 DOOR MULLION LOAD CAPACITY-PSP SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDI' MULL 'MDI' JAMB 'JDI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'JID4 EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 32 36 42 48 sa 60 86-1 /2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 1ao.o lzD.o lzo.o 120.0 120.0 120.0 120.0 32 36 42 48 54 98-1/2 112.6 120.0 120.0 120.0 107.1 120.0 120.0 120.0 99.7 120.0 120.0 120.0 93.3 120.0 120.0 120.0 87.7 120.0 116.1 120.0 32 38 42 48 110-i/2 79.8 120.0 118.5 120.0 75.8 120.0 112.6 120.0 70.6 113.6 1 104.9 120.0 1 66.1 106.3 1 98.2 120.0 'MR. GLASS' 45 1/2" MAX. DOOR SEE SEPARATE �\ ',, DOOR WIDTH APPROVAL �OR OR - - --'1- OIZ- a o _ _ onr� irc wlnru 43 3uA /4" 1 1 I INTERMEDIATE / 87 1/2" MAX. ODOR WIDTH - - - - OR OR - ;^ 0 a :L1TE WIDTH 1 85 3/4` MAX DOOR MULLION LOAD CAPACITY-PSP SIDEUTE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JDI' MULL 'MDI'MULL JAMB 'JDI' 'M➢2'MULL JAMB 'JD2' JAMB 'ID3' 'MD3'MULL JAMB 'JD3' 'MD4 EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+} INT. (-) 32 36 42 48 54 98-1/2 1 90.0 90.0 90.0_ 90.0 _ 90.0 90.0 90.0 _ 90.0 _ _ 90.0 90.0 _ 90.0 90.0 90.0 90.0 90.0 90.0 1 87.7 _ 90.0 _ 1 90.0 90.0 32 36 42 46 110-1/2 79.8 90.0 90.0 90.0 75.8 _ 90.0 90.0 90.0 70.6 90.0 90.0 - 90.0 _ 68.1 90.0 90.0 90.0 32 36 42 48 114 72.6 90.0 90.0 90.0 69.1 90.0 _ 90.0 90.0 64.3 90.0 90.0 90.0 60.2 90.0 90.0 _ 90.0 32 36 42 48 120 62.3 90.0 90.0 90.0 59.2 90.0 90.0 90.0 55.2 88.7 59.1 _ 90.0 51.6 83.0 83.4 90.0 32 36 42 48 144 - - 90.0--. _-_ _ 89.8 - - - 83.6 78.3 'MR GLASS' DOOR SEE SEPARATE APPROVAL 45 1/2' MAX. DOOR WIDTH ! i - OR / I OR =1V _�. I V LVP. j j; I \ h I I 43 3/4" 76 2jz 0 win 10 I� fl 1 Ile II Z gmlm_ h IA I� t W 10 � � t Ohti�; 00uti 0 L 0 N j aD Q W j N LL = 1n o n JaJIa_�' a W W f 12 13 12 13 13 SIDELITE WIDTH SEE CHART CL TO CL DIM.' 3A 5 3A DOOR-WINDOWAL-L 3A 6 g 3A 5 3A o3A 5 TRANSITION MULLION JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' MULLION 'MDl' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' No. 81223 �' I (! S N�'4jSY M•'3�'JY IN-41SxISi M-3' �Ii IN�4 STR IN�3i �JY M�4'rSi IN'3I Z IN"� SZ IN"•J�' ,�IX IN"4 SZ IN�3i �Z IN�I SY IN'•J �^ - I�� xj'.,�ll�J 70 ! 2.7Z26 j L70.65771 3.8057 ALUMINUM_ _ 6.570 2.72 6 16.7195 2.6757 1. 110.807 ! ALUIdINUY 16.7195 r2.b757 ALUMIr NUM - _6.7195 2.6757 STEEL � 2.7506 1.2224 - STEEL� - 2.7506 ! 1.224 STEEL -� 3.7533 1.668 ` 8TA drowlnq no. TOTAL _ �tasa67 TDT' AL - 1a.6962; TOTAL '17eo41; Sealed; 1/13/2021 "�'•.•Ax v�:� 1. AM + N STL X 2,911 N N.UY + Iv Sit X 22 �j yq+p �18-46F i FL #27000 q77 i �t 1 1;%`' shee 6 of 2 i DOOR MULLION LOAD CAPACITY - PST DOOR MULLION LOAD CAPACITY - PST NOMINAL DIMS. JAMB 'JDI' MULL 'MDI' JAMB 'JD1' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' NOMINAL DIMS. JAMB 'JD1' MULL 'MDI' JAMB 'JDI, MULL 'MD2' JAMB 'JD2' JAMB 'JD3' NULL 'MD3' JAMB 'JD3' MULL 104' WIDTH (WI) INCHES WON (W2) NICHES I'MME HDW INCHES DOOR HOW N ONES ExE.(+) wrf (- M4.) NT - E]n.(+) WT. -) E .(+) WT. - WDTH (WI) ICHES WIDTH (W2) WCNES FMWE HOLM INCHES ODOR WrX INCHES EV.(+) IM. -) ExT.(+) IM.(-) EXT.(.) Wi.(-) 85-3/4 30 96 I 84 90.0 90.0 90.0 90.0 85-3/4 --30 108 114 96 84.6 90.0 90.0 90.0 36 42 90.0 90.0 90.0 90.0 36 78.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 42 73.4 90.0 90A 48 90.0 90.0 90.0 90.0 46 30 68.8 _90.0 90.0 89.7 9OL 54 90.0 90.0 90.0 _ 90.0 68.2 90.0 90.0 90.0 60 $5.7 90.0 90.0 90.0 36 63.5 90.0 _ - $5.3 90.0 30 102 90.0 90.0 90.0 90. 0 42 59.5 90.0 _ 80.6 90.0 36 86.9 90.0 90 0 90.0 48 56.0 90.0 76.3 _ 90.0 42 81.5 90.0 90.0 - _ 90.0 30 720 55.5 89.3 78D 90.0 48 76.7 90.0 90.0 90.0 38 51.9 83.5 73.6 Wa 54 72.5 90.0 $9.0 90.0 42 48.8 78.5 $9.7 83.3 30 IDS 90.0 90.0 90.0 48 46.0 74.0 66.2 79.1 36 69.5 90.0 _ _ 89.1 _ _ 90.0 85-3/4 30 114 102 72.4 90.0 90.0 90.0 42 65A 90.0 84.4_ 90.0 36 67.2 _ 90.0_ 90.0 48 61.7 90.0 1 80.2 90.0 42 62.7 _90.0 _ 90.0 85.9_ 90.0 30 114 60.2 90.0 81.7 90.0 48 58.8 _ 90.0 SIA 90.0 36 55.6 90.0 77.4 ko 30 120 59.0 90.0 82.6 90.0 42 53.3 BS.8 73.4 55.0 88.4 77.7 90.0 48 50.5 81.2 _ 89.9 _87.8 $3.5 42 51.5 82.8 73.3 87.7 30 120 49.7 80.0 71.9 85.9 48 48.4 77.8 1 69.4 all) 42 46.8 75.3 65.1 81.5 85-3/4 30 t20 110-x/2 63.7 90.0 90.0 90.0 44.2 71.2 64.8 77.4 36 59.0 90.0 _ 85.7 90.0 48 47.9 67.5 61.7 73.8 42 48 55.0 88.4 80X 90.0 85-3/4 30 102 90 90.0 90.0 90.0 90.0 51.5 1 52.8 75.7 90.0 36 90.0 90.0 90.0 90.0 42 86.8 90.0 90.0 90.0 48 54 81.2 90.0 _ 90.0 90.0 78.5 90.0 90.0 90.0 30 108 79.3 90.0 90.0 90.0 36 74.0 90.0 90.0 90.0 _42 48 69.3 90.0 88.9 90.0 65.2 90.0 84.3 90.0 30 114 63.9 90.0 85.6 90.0 36 59.9 90.0 80.8 90.0 42 56.3 90.0 76.5 _- 90.0 48 53.1 85.4 72.7 86.9 30 120 52.4 54.2m 89.1 36 49.2 79.1_ 84.3 42 48.3 t.. 74.580.0 48 70.576.1 12 13 3A 6 3A b 3A I JAMB 'JDl' JAMB 'JD2' JAMB 'JD3' IN�4 $z IN ] lx IN-4YSI R1�3 III IN-4 `Sx IN-31 h 2 722'6 )10 6577 3.8057I ALUMINUM-T 6.570 2. 2276 STEEL 2 7506 T1.2224 1 TOTAL �- d ALUM + L SIL x 2 9 u.5467 'MR. GLASS' DOOR @ TRANSOM SEE SEPARATE APPROVAL OR OR �2 I - 4 SIDELITE WIDTH i SEE CHART 85-3/4" MAX. 12 13 13 (W2) DOOR WIDTH (W1) 5 3A 5 3A 5 3A DOOR-WINDOWALL TRANSITION MULLION 5 3A 74 `ttxtnulrT7/j Ap /,0 ' MULLION 'MDt' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' No. 89223' Ix IN-4 : Ss IN-3 ! j lx IN"a j Sz� Iz IN�4' SE IN'"3',' __ Iz IN-4 i Sx IN"3 �'g 6.7195 2.6757 i 10.8072 74 4i 88 IA��L��U�M��INUM 1 6.7195 2.6757 '�AE_fi M �6.7195 2.6757 i 3 STEEL (2.7506 1.224 STEEL 3.7533 1.668 ii STA I TOTAL 114.69b-2 TOT'M' 17.60a1; Sealed: 111U2021 `� "• I I. ALW +I.mx2.4: � In N.VM+Nmx24y. _� �i��N •.FY ,. �;`�i FL #27000 drawing no. 18-46F1 MR. GLASS' Ij i r-DOOR h TRANSOM i II SEE SEPARATE APPROVAL m _ �_ __ ____ Z n r =_ _ i _fir. __ __._�0, OR Sir- /'�. 'I / i I ) i d'fv C4 th+ll Z _ g W ici G C!� iJ'IW �/ PIII �\�i r i0j= �N� iw I ./ r llli II O m :,� ypy lz r_______Jy'�`______- -� 13 2 �w �. 1 SIDELITE WIDTH € .I SEE CHART --� 96" MAX. (W2) DOOR WIDTH (W1) g 3A va ml 3 f' ;I1� 41 MULLION 'MDS' 3a o Ix I� IN-3' L ALUMINUM 6.7195 i 2.6757 ' 4s M m STERL 4.7506 2' 1114 ;1 r "I n I 5[�t Y I�iTiAwL+ I. m X 2.9120.3598! I g X �I! Z Ton 'I N N �-i O j 1 Di cj I HI 1 N: h 13 13 DOOR-WINDOWALL =" 6 3A 5 3A I TRANSITION MULLION" 14 ��........ �� No.81223 JAMB 'JD3' MULLION 'MD4' (IX IN-41SY M-3 12 W�41SY IN�3'ALUMINUM 6.570 2.7226 'ALUMINUM 6.7195 :2.6757I drawing no. STEEI L ,i 2.7506 1.2224 STEEL { 3.7533 1.668J SB2I8(�: ��'I 3/ZOZ1 .A� �� IT TOTr AL i 14 546 � TOTAL �T�- /T7� \�� / i �.«w . la m z 2.9 _.__� h KWI « h m x 2.9' -----J FL #27000 ��i� 1 `sheet6.2oF 12) DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSP NOMINAL DIPS. JAMB 'JD3' PULL 'MD4' NOMINAL DIMS. JAMB 'JD3' MULL 'MD4' w6)iN 047) 91CIiE6 ww1N ('N2) INCHES fFNiE Na6Nt INCHES DOOR I&Xa9 tt1CHE5 EXT.(.) INT.(-) M1oTN (WI) RICMlS wo1N M) RIaIES clul¢ twlu+r INCHES 000w Id1CFfT 91CME5 tur.{+) INT - 30 36 96 90.0 90.0 96 JO /06 I ` 96 90.0 90.0 36 42 48 42 48 90.0 90.0 90.0 _-90.0 90.0 90.0 54 30 I14 90.0 60 36 42 90A 848 30 102 90.0 _ 38 90.0 90.0 85.3 42 48 12081.696�8490.0 86.1 90.0 r-36 77.590.0 73.9 J6 42 108 90.0 96 30 36 114 102 90.0 90.0 90.0 48 89.4 42 90.0 30 174 90.0 85.5 48 90.0 36 JO 36 120 90.0 42 8t.5 88.3 48 7T.8 42 81.8 30 48 77.7 36120 42 48 JO 720 170-1/2 90.0 W79.1 36 90.096 42 90.0 98 30 102 90 90.0 a8 86.1 16 90.0 96 30 744 108 57.0 42 90.0 38 54.2 51.6 48 90.0 90.0 42 48 SI 49.2 3D 708 sD.D SB 90.0 42 90.0 � 90.0 90.0 JO i14 36 42 89.5 85.7 48 81.1 30 120 82.7 _ -38 42 78.0 74.3 70.8 48 DOOR MULLION LOAD CAPACITY - PSP NOMINAL DINS. JAMB 'JD9' PULL 'MDS' wwrN NIi) NICFIES ww1N (w2) INCHES 18MIE l�cxr 91cNEs 900R Nl9pif INCHES EM.(+) INT.(-) 7b SD 144 708 7E 4 7S_8 3b 42 _, b9.7 a8 68.1 � 30 7J.1 89.1 65.5 T36 42 48 62.3 % 30 68.J ]6 63.0 42 60.0 _ 57.3 48 CAPACITY - PSF NOMINAL DIYS. 'C4' 'C5' 'C6• NOMINAL DIPS. 'C4' 'CS' 'CB' wnrx (WI) INCHES wAtm (rn) INCHES vnutE NDCHr INCHES goon xOO1I xlCMFS exr. s) WT. -) ear.(+' INT. - 61tr.(.) INf -) arbtx (III) ttICAlES w®rx (wx> BICIIE6 ewA: xDa6 INCHES 000H xea9 INCHES ocr.(+) wtr (- ezr.(.) INT. - Fxi.(r) nYT.(- 85-J/454B40.4 30 96 89.8 90,0 90.0 8$-}/4 30 _ 3B _ _ 42 48 108 96 79.2 90.0 90.0 SB 85.0 90.0 90 0 75. t 90.0 90.0 42 80.8 90.0 ^ 90 0 71.5 _ 89.} 90.0 � 77.0 90 0 90 0 68.1 85.2 90.0 54 73.8 90.0 900� _ 30 }6 114 76.4 90.0 90.0 60 0.4 88.0 90.0 72.4 90.0 90.0 w 702 6.o so.o so.o 42 sa.e ae.o - 9o.a J6 7.5 90.0 90.0 48 65.6 82.0 90.0 42 48y� 7.4 !73.5 _ 90.0 90.0 }CI 73.8 90.0 90.0 90.0 90.0900 _ 88.0 90.0 42 68.4 83.0 90.0 30 38 108 82.7 90.0 90.0 48 fiS.2 79.0 90.0 78J 90,0 90.0 85_3/4 SO 174 102 74.9 90.0 90.0 42 74.3 90.0 90.0 38 71.0 88.8 90A 48 70.8 88.4 90.0 42 --� 67.6 84.5 90.0 30 .14 79.7 90.0 90.0 64.1 80.5 90.0 76 75.4 90.0 90.0 }0 120 72.4 90.0 90.0 42 71.5 89.4 90.0 S6 88.6 85.7 90.0 48 68:0 85.0 90.0 42 65.2 87.$ 80.0 JO 720 78.9 90.0 90.0 48 62.1 77.7 90.0 18 73.8 90.0 90.0 �_3/4 >D t20 770-1/2 70.4 88.0 90.0 42 88.9 88.1 90.0 36 66.8 83.5 90.0 48 65.s Bt.B 90.0 42 63.6 79.5 90.0 H.5-3/4 30 702 � 84.7 90.0 90.0 48 60.7 75.9 90.0 36 79.7 90.0 90.0 42 75.8 90.0 90.0 ae 54 72.3 90.0 90.0 69.7 88.4 90.0 }0 108 80.9 90.0 90.0 36 76.7 90.0 90.0 42 72.9 90.0 90.0 48 69.4 86.8 90.0 30 714 78.0 90.0 90.0 � 7].9 90.0 90.0 42 L8 70.1 87.7 90.0 88.8 87.5 90.0 SO t 20 75.3 90.0 90.0 � 71.2 89.1 _ 90.0 42 � 48 67.6 84.5 90.0 64.3 80.4 90.0 'MR. GLASS' I -DOOR TRANSOM 1,4i SEE SEPARATE APPROVAL F i O KI Alt q IooN �_- --- 11 O p r Q `'� 1 fll� \ I JN yy�t ri ti W 1 OR _, OHS w ✓ i. 1.1 y. 4 �1 o v N yu p !!i �i): o jo 0 IL 0 Q g S0. Q W 01f ■!` SIDELITE WIDTH m SEE CHART 85 3/4" MAX. i nl ZO P (W2) �-r DOOR WIDTH (W1) Ji 0 3i 31 LL O � n� gI12531�i�I N Q nv NII��z C-� it of ! g TYP. t TYP. ttP. TRANSITION MULLION ANCHORS a S4 TYP.1Ti l i�7ii 'C4' AT SILL ALL CASES ��'. • ViceNSF R j, o j I No. 81223 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 `j (� 87A tlrOwing noa� CB = {6) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION Sealed:. 1/13/2021 ! � 18-46F ••• ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. FL #27000 '\ �' I I 1 i, (sheet 7 0/ ]2'� DOOR MULLION NEAR ANCHOR LOAD CAPACITY - PSF DOOR MULLION HEAD ANCHOR LOAD DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSP NOMINAL DIPS. 'C4' 'C6' 'CS' NOMINAL DIMS. 'C4' 'C6' 'CB' worN (w1) WCNE6 wmN (wz) WCHE6 rwrx xEgB FILLIES 000A NDONf IMCH6 Exr.(+) INT. -) ExT.(r) INT.(- won+ (wt) INCHES won+ (N2) Y1CHf9 nWc NDo+r NM.NE9 000A NOGIrt INCIIE6 El(T.(r) 9R.(- E%f.(+) INf.(- 100.(+) NIT.(- 96 30 96 102 94 8?.4 90.0 90.0 96 30 t 08 96 72.8 90.0 90.0 _ 36 42 78.5 90 0 90.0 36 69.4 66.7 90.0 74.8 _ 90.0 90.0 42 66.3 _ 82.8 90.0 48 54 71.7 89.6 90.0 48 63.4 79.2 90.0 68.7 85.8 90.0 30 114 120 J0.3 87.9 90.0 BO 30 36 85.8 82.4 90.0 36 66.9 83.7 90.0 79.2 90.0 90.0 42 63.8 79.8 90.0 75.3 90.0 90.0 48 30 61.0 78.3 90.0 42 48 71.8 89.8 90.P 68.0 84.9 90.0 68.7 65.8 90,0 36 64.8 80.6 90.0 _ 64 65.8 82.2 90.0 42 6t.6 77,0 90.0 30 108 78.2 90.0 90.0 48 58.9 73.6 88.} 36 72.4 90.0 90.0 96 30 11s 102 68.8 86.7 90.0 s2 69.0 86.J 90.0 36 65.6 82.0 90.0 48 85.9 82.4 90.0 42 62.6 78.3 90.0 30 114 90.0 90.0 48 59.9 74.9 89.9 36 69.8 87.2 90.0 _ 30 38 120 66.6 83.2 90.0 12 66.4 ---83.0 90.0 83.4 79.2 90.0 48 63.4 79.2 90.0 42 60.5 75.6 90.0 30 --38 120 70.9 88.8 90.0 48 57.8 72.} 88.7 87.3 84.1 96 30 38 t20 v0-7/2 64.7 80.9 90.0 s2 64.0 80.0 _90.0 90.0 61.7 77.1 90.0 48 61.0 76.3 _ 90.0 42 58.9 73.7 88.4 96 30 102 � 7T.3 90.0 90.0 48 56.4 70.5 84,6 36 7J.7 90.0 90.0 98 30 144 t� 57.8 72.} 88.7 42 70.} BJ.9 90.0 36 54.9 68.7 82.4 46 67.3 N.1 90.0 42 52.3 85.4 78.5 54 84.5 80.8 90.0 b 49.9 62.4 74.9 70 1 � 74.5 90.0 90.0 36 70.9 88.8 90.0 61 � 6T.6 84,5 64.6 80.8 _90.0 90.0 }0 71.8 89.8 90.0 36 'MR. GLASS'�S V :Igl j .DOOR k TRANSOM SEE SEPARATE APPROVAL w W a1�1 -1 111 1 IL OpC+p j DOR t /11! \ I I 0dry�� yin';, :! / III i ry x I vOR 1 / fiil \ II N'�V_' 3 U wfW IL 0 i C7 y \ III 11 a W 7 LL o 0 a_ O .L_ _______�1L�_______' Q W m F m SIDELITE WIDTH -� t=- SEE CHART -96" MAX,_" y (w2) DOOR WIDTH (W1) Z �vII mi F3w W +j W! Ni 0) OI vl y U O Q. z po Z wI 1 O d 00 m C- _J of _ 3" ml �TYP- tt I TYP. 1 TYP. ff j L _ ;TRANSITION MULLION ANCHORS �- �11J%il a 'C4' AT SILL ALL C ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION No. 81223 _ �' c � I! t -fTi :f7= C4 (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C5 (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION 8TA j drawing no. �', C6 - (6) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION Sealed: 1/13/2021 8-46F ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. FL #27000 \��77� 1.1 11 ^ice sheet f 12 114 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. c G s UA O 2Ci ley WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS S TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD & SILL F Q 0 ! U O I'r j� nv4i�i{°d s cJ� I, gSjW'n� NIN „j� TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'Iwi I� ULTRACON+ BY 'DEWALT' (Fu=tea KSI, Fy-148 KSI) Z INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ' WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE O I of 8 WITH 1-1/4" MIN. EMBED INTO CONCRETE W N DIRECTLY INTO CONCRETE �+ i WITH 1-1/4" MIN. EMBED INTO CONC. 0 y ANCHOR EDGE DISTANCES V O a j INTO CONCRETE AND MASONRY = 2-1/2" MIN. C C m INTO WOOD STRUCTURE = 1" MIN. IL O O TYPE 'B'- K j,/$ OIA. KWIK-CON II+ BY 'HILTI' (Fue138 KSI, Fy=137SI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 7BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE ,^ DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. J wi °D c' ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. L INTO WOOD STRUCTURE 1" MIN. I BY EAL(F=177 KSI, Fy=155 KSTYP'CL V p i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (I WITH 1-1/2" MIN. PENETRATION INTO WOOD = tO n THRU 1 BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE 1 DIRECTLY INTO CONCRETE 3 �` Z WITH 1-1/4" MIN. EMBED INTO CONIC. ANCHOR EDGE DISTANCES u-) L — INTO CONCRETE AND MASONRY= 3" MIN. — — — - INTO W000 STRUCTURE = 1-1/4" MIN. I' a0 u I I TYPE V- 1/4" DIA TEKS OR SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) j INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o!. STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) of IANCM (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) DISTANCES u V i INTO METAL STRUCTURE - 1/2" MIN. L— — — — — — — — — — -- — EA W000 AT HD, SILL OR JAMBS SG 0.55 MIN. c mj j i CONCRETE AT HEAD, SILL OR JAMBS Ye - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN.y o; `Y1jlUulilN�i (�'� SEALANTS:- r •> T 6 ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF No. 181223 ° v EDGE DIST. ''` -° • � ° GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. ° ° v INTERIOR FINISHES -NOT By 'MR. GLASS' ILLUSTRATIVE ONLY rWOOD BUCKS AND METAL STRUCTURES NOT BY 'MR. GLASS'i 0 STA ssCCyy �rOwing no. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND I Sealed:. 1/13/7021 F( l� "y� •• $.^��i $-4F)F TYPICAL ANCHORS �� SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. �$°p FL #27000 ��/,•n j — --� —_---._�---.—__.__—�._._—..,—.._—..____..� I t t ; sheet 8 of 12 W04 SEE ELEVATIONS FOR SPACING 1-1/8- MAX. 3/8" MIN. d � d C • d UNANCHORED JAMBS I MAY REQUIRE REINFORCING SEE CHARTS ALUM REINF. 1 i /D1 SEE SHEETS 3 & 4 '�../ FOR CAPACITY —7 IP 19 I1 II l9 II I 11 II Ii I Ii ri! I t I/ If - If - - l9 I 11 II JL__ SILICONE --DOWSIL 790 DEPTH - 1/4" MIN. FINISHES NOT BY 'MR. GLASS' ILLUSTRATIVE ONLY 1/4- DIA. BOLTS WITH NUTS AT 6" FROM ENDS AND 18-1/2- O.C. MAX. OPG. CALUM REINF. , SEE SHEETS 3 & 4 ' FOR CAPACITY D.L. OPG. ANCHORS INAL ELEVATIONS SPACING — STEEL REIN. (E) SEEE SHEETS 3 & 4 - r�l 1/4- MAX. 4% 'g! SHIM _SPACE SEE ELEV. FOR SPACING lY a i ry � METAL �yuI STRUCTURES 0ty LL 05>i� ___ __ t __ � 00: IL 0 .l 2J� Fi N LLtWtyy 0LL �! Q W Ol g r, �J N JAMB ANCHORS OPTIONAL n I SEE ELEVATIONS -� FOR SPACING 3I 25 u I=I o s I ail �M'i'�i J I ' N o .., 00 m Sealed: 1/1 U2021 FL #27000 ' No. 81223 '��'. 8TA drowing no. 118-46F 3/8' MAX. _ SHIM SPACE 3/8• MAX. 1/4- MAX. � ' i; (� SEE ELEV. SHIM SPACE SHIM SPACE 4' FOR SPACING SEE ELEV. SEE ELEV. �� WITHOUT REINF. FOR SPACING I FOR SPACING WOOD BUCKS 1 r / E} SEE SHEETS 3.1 & 4.1 { I Z g n l FOR CAPACITY _ JAMB ANCHORS OPTIONAL /y 2 5 1A erSEE ELEVATIONS Q a ei FOR SPACING O: O AIL METAL STRUCTURES 0 LL I I0I, tEE 'w n �- - --- - -- - a- -- - 0 0 8 • �__—. i 4 I O4 W O '/ fit , - _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ - 'k 1 •� 2 Z 0 O � 6 rCox s Qz9E-I c -Jj� m I 1 a 6 I to D.L. OPG. D.L. OPG. v EXTERIOR JAMB ANCHORS OPTIONAL �j n FRAME WIDTH SEE ELEVATIONS) $3r JAMB ANCHORS ANCHORED JAMBS FOR SPACING 3 OPTIONAL DO NOT REQUIRE REINFORCING M 4 o SEE ELEVATIONS FOR SPACING 1/4- DIA. BOLTS WITH NUTS 3 j AT 6` FROM ENDS ALUM REINF. GAP �� AND 18-1/2- O.C. MAX.,'` E SEE SHEETS 3.1 & 4.1 ? R _l 1-1/8* MAX. C FOR CAPACITY w 3/8` MIN. ZZ o d i 1 NI 1 WI i a 4. C W e { O a D.L. OPG. D.L. OPG D.L. OPG. a— - \ SILICONE DOWSIL 790 / 1 • 6�0. 89223 3 i. DEPTH - 1 4' MIN. FINISHES �J NOT BY 'MR. GLASS' ILLUSTRATIVE ONLY Sealed: 1/132021 ' STA ,�`; (drawing no. - 1 18-46F FL #27000sheetg,lotl2i F.B.C. APPROVED TRANSOM5511E IMPACT RESISTANT r Z - m �w1 1( O F ry--1 1ZYF0F1 II I ! Qd �m.Ni �OIN�A: 1 hJA CL ry N x 11 I LC= a u r Jl '0 y V0 C� ANCHORS TYPE 'C' : \ ANCHORS TYPE 'C' 0 a iz `-SEE SHEET 7 -SEE SHEET 7 FOR CAPACITY I,. FOR CAPACITY Cc a D.L. OPG. D.L. OPG. _ Q 0 i� I WITHOUT REINF.-____________� ALUM REINF. _-----------� SEE SEPARATE APPROVAL FOR DESIGN LOAD -------' CSEE SHEETS 6 h 6.1 1 G SEE SHEETS 6 h 6.1 FOR CAPACITY FOR CAPACITY CAPACITY OF DOORS AND DOOR ANCHORS. (�!� - LOWER VALUES FROM DOORS APPROVAL' -------- i ---------- ----- --- -- OR STOREFRONT SYSTEM CAPACITY CHARTS F.B.C. APPROVED F.B.C. APPROVED WILL APPLY TO ENTIRE SYSTEM. LARGE MISSILE IMPACT RESISTANT DOOR'I LARGE MISSILE IMPACT RESISTANT DOOR �j n -------------- - _ -----� r-------------- Ir----Z: `•---------------�" Ir--- /--�------------ 1� I _o - - z I 1 0_o _ 1-__-- --- -- _-===y---------_----� i 1 � - � ( ____ - -- ---- r -- 1 r I ri Ir ri ,,o�p' If r) 1 s L1----------- JL� _�� : co ---- ----------------- -- D.L. OPG. ! i LEAF WIDTH D.L. OPG. 12 1`1 LEAF WIDTH j I STEEL REINF. �a STEEL REINF. 1 l SEE SHEETS 8 h 6.1 SEE SHEETS 6 R 6.1 L � � _-___________ � � c! I \1 FOR CAPACITY FOR CAPACITY OI I i I 13 � u. 1 i 1 F.B.C. APPROVED j F.B.C. APPROVED j LARGE MISSILE IMPACT RESISTANT DOOR ! LARGE MISSILE IMPACT RESISTANT DOOR 4 r--------- ---' _ r------------- c dl _=____----L ,_-- ---� FT (F �Z -- it Iy� - - iI I��`____ _, No.81223 1 II - - ,J -�--'T�----' 1L- _ _ -- IJ--- STA i d w ing�no. I I �/mr % I k�1 ---- --- — ` ` II 11 Si l= _ _ II - _ ,•.• p' ^` -- Sealed: 1/1312021 � ..•...... �;� 18-4( •. D.L. OPG__-�� r _LEAF WIDTH D.L. OPG. _j 14 �/ _LEAF WIDTH FL #27000 ,,�7j� 1 1 Y�`\ TYPICAL ANCHORS SEE ELEV. FOR SPACING " 4, EDGE OIST. a. II � II c3 I IialJ� !V! i 2 z a z; z a I INI Foo oI oil 3��3 w -r—I-RTC---z. -fir4=d'' i 1111 � i Inl ON�� zWz I Mtn �3 I III � � 1 n H I II 11 II I A L 5i I LBY WOOD BUCKS Illi-ti � __rJl a I 1.1 a'w"+�,� F:77 ° o ° ° • D EDGE DIST v ° —�— ' INTERIOR FINISHES F# - NOT BY 'MR, GLASS' ILLUSTRATIVE ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/B" MAX. SHIM SPACE SEE ELEV. n FOR SPACING I --L r# L J� I Lfk 1 r � 1 i _____L EXTERIOR u) �o 1 0 m jai It. g a 0 W lzwo~ O s''i'n h LL vo'ug 0 OnIML rr �j Oma�m1 1 0 N Q W7IJi W. �i 2N- j s7 loo a_ r I Q u�lmi �I j U 13II� N ° JAMB ANCHORS '_ OPTIONAL SEE ELEVATIONS J FOR SPACING ( I e N N -!i o II 3 4 p N _ ofI co M i i j � j I "lilt No.01223 _ I 1 i� •, 9TA7 � � � drowmq no. �' Sealed:1/13/2021 \��`�'•.•2 ��.�� 118-46F FL #27000��!P1 L ��`` sheet 0 2. 1 2. 1 3. : �1' HOLLOW FRAME ,1A) FRAME HEAD/SILL/JAMB/MULLION INTERMEDIATE HORIZONTAL r1.786-7, .062 TYR 1.�1 7 1.000 —1 GLASS STOP 50 ------- 4.968 -- 1.750 YP. _ TYP. /SILL ' ITEM NO. PART NUMBER QUANTITY DESCRIPTION 1 ES8005 AS REDD. HOLLOW FRAME HEAD/SILL to -} ESS007 1 AS REOD. FRAME HEAD/SILL/JAMB/MULLION 2 ESS004 AS REDD. INTERMEDIATE HORIZONTAL-------- 3 ES8001 AS REDD. FRAME JAMB/MULLION 3A ES8012 AS REDD. DOOR MULLION _ ES8006 AS REOD. GLASS STOP 5 ES8002 AS REOD. MULLION SNAP -IN MATE ES8003 AS REDD. SHEAR CLIP 7 y— - AS REDD. I NTERIOR BULB GASKET 8 ESS009 AS REOD. SILICONE STOP 8A ES-8011A AS REGO. 1/4- BUTTON BUMPER SPACER —9 - FRAME JAMB/MULLION— ---_-- 10 - 2/ U E 3/16- X 1/2" X 2" LONG SERING BLOCK, AT 1/4" POINTS 11 012 X 1-1/2" 4/ CORNER ASSEMBLY SCREWS PHSMS 12 �- AS REOD. MULLION STIFFENER 13 AS REDD. MUWON REINFORCING CHANNEL 14 - AS REOD. MULLION REINFORCING BAR (3/16" X 4") 15 - AS REDO. I MULLION REINFORCING BAR (3/8" X 49 MULLION SNAP -IN MATE I I .156 3.736 -T9G i 3.229 I 3— SHEAR CLIP DOOR MULLION 1.000 - I I i i8B I 4.500 i i t3 STEEL REINFORCING 36 KSI MIN. P--1.472 I r 253 - � 'I I � , I 1 I I 5 000 3.750 4.534 124 j L t2 STIFFENER O 18B-bj I-•- .375� F^-- I I 4.000 4,000 � ' I 1.750 { -.188 i 125 TYP. 4.D00 5. 2.750 FRAME 9ANF./SUPPUER/REUARES q IW: mry dOe 0 O... W N _ W N LL OGy� DUROMEfER 85±5 SHORE A () OO ui N 1 0. g� DUROMETER 8555 SHORE A O d 0 p O aaR m _ — Q I974 - o LL 2pyp� m 1 O MD - ---- a W WE r I U m, —1.750-4+ -.188 W li o �� a 8 U V t 2 O I� .125 TYP. a j ;�'a m M s 11 Z o' �n n yu7 O �i nrn FL #27000 No.81223 ^,• STA f � � ;�drowin Sealed: 1/132021 . •. Ac �� %1 8-46F V AI Ij i II , II n v=w,4, t O > II ; II I' 11 O N rt/1 p f II II I �'6ZJ II 11 Qwo N 1 N� I , li Z(Z�JpQ l I I Q W ONi f r' II 1 II it U c� � � m ALUM PLATE BENT TO MATCH JOINT SECURED WITH #8 SMS /. I� 5� j(3) PER SIDE OF JOINT 3# °I / o ALUM[7 A 1 X 1/8" 31- j �I dap ALUM ANGLE BEM TO MATCH JOINT SECURED WITH p8 SMS (3) PER SIDE OF JOINT J �Ij Z Teaa I w a0 0 w O d co M H CIRCULAR OR ANGLED CORNERS _ n i #12 x 1/2" �FH SMS I 4 w V 12 x I' PH 5M5 / HORIZONTAL CORNER 0 j l l It I T' �v��'•ytOEN3�r �� r i I � I a I No. M223 a SECT. OR SQUARE CORNERS 5 STA 6` drawing no. h Sealed: 1/13/2021 '' % 18-46F DOOR MULLION CORNER .`®\ FL #27000 �'��{j1 1\ `\ ,sheet-- 722f 12j 1/5/2021 Florida Building Code Online rsz'q"h�i� , i*r£Z+"w`+�+s 4,4 b"' 11JONk d Product Approval r4 USER: Public User Product Approval Menu > Product or Aooliration Search > AWication List > Application Detail FL # FL25959-Ri Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Mr -Glass Doors & Windows Manufacturing, LLC Address/Phone/Email 8051 NW 79th Place Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 Jalal Farooq Evaluation Report Florida License PE-81223. Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By JAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.orgtprlpr_app_dd.aspx?param=wGEVXQwtDgvWkDOhxVvR02bzgbutBNZspRcYdaKBUQOqom5ojcglBQ%3d%3d 112 1/5/Z021 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/07/2020 08/07/2020 08/22/2020 10/13/2020 —��Model, FL' #Number or Name Description +�25959.1 Series MG-1100 Aluminum Sliding --- Large missile impact resistant 3-track aluminum sliding glass I � Glass Door door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25959 R1 II SS - MG 1100 SGD (LMI) DWG 18-06F Approved for use outside HVHZ: Yes 2020.odf Impact Resistant: Yes Verified By: Jalal Farooq PE 81223 Design Pressure: +80/-100 Created by Independent Third Party: Yes Other: See drawing 18-06F for span vs load combinations and Evaluation Reports installation details FL25959 Rl AE SS- Series 1100 Alum SGD (LMI)-PAE 24ea ed Crby Independent Third Party: Yes 5959.2 Series MG-1100 Aluminum Sliding Small missile impact resistant 3-track aluminum sliding glass s 3 Glass Door door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2S959 R1 II SS - Glass 1100 SG (SSMI DWG 18-16F j Approved for use outside HVHZ: Yes 2020.12df Impact Resistant: Yes Verified By: Jalal Farooq PE 81223 ! Design Pressure: +80/-100 Created by Independent Third Party: Yes Other: See drawing 18-16F for span vs load combinations and Evaluation Reports installation details FL25959 R1 AE SS - Series 1100 Alum SGD (SI)-PAE 2920.p_d Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.,Copyrfaht 2007-2043 State of R2 W& c Prlvacv_ 5tatemeM ::. A 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 mail. 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 emails 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 pudic. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floddabuilding.org/prlpr_app_dd.aspx?param--wGEVXQwtDgvWkDOhxVvRO2bzgbutBNZspRcYdaKBUQOgom5ojcglBQ%3d%3d 212 %�vAL-FAROOQ CORPORATION UsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 6, 2020 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 Manufacturing LLC. Series MG-1100 Aluminum Sliding Glass Door (L.M.I and S.M.I) Certificate of Independence To whom it may concern, As the design engineer retained by Mr -Glass Doors & Windows Manufacturing LLC. 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, P.. FAR.O0 % �.• �P ' L\GENSF Q _ No.81 3 441 i LOR10P•. IONACE:Sealed: 8/6/2020 Jalal Farooq, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfaroog@afcenp,.com ► ► - • • o- • A!191 " ► • CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL25959 Date: 8/6/2020 Detailed Product Description: Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING LLC. Manufacturer Address: 8051 NW 79th PLACE, MEDLEY, FL 33166 Model Name: SERIES MG-1100 ALUMINUM SLIDING GLASS DOOR Maximum Load: +80 PSF, -100 PSF (Large Missile Impact) Installation Drawings # 18-06F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 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 10/23/2015 8590 Idalmis Ortega, P.E. Leakage Laboratory 8591 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E.Droz-Seda, P.E. HETI-17-5084 ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 8591 TAS 202 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E.Droz-Seda, P.E. HETI-17-5084 ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 8591 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E.Droz-Seda, P.E. HETI-17-5084 ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Laboratory 8591 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E,Droz-Seda, P.E. HETI-17-5084 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcenp,.com I alfaroociftafceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 8592 8596 8593 Hurricane Engineering 11/28/2017 8591 HETI-17-5079 Rafael E.Droz-Seda, P.E. & Testing, Inc. HETI-17-5085 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: `'' yp�`•Lc� A��OQ`'; NO B sTsafkS [tom F ' ..F<oerso?.. X F'SSIQNAL lalal Farooq PE # 81223 AI-Farooq Corporation EB # 3538 Sealed:8/7/2020 1235 SW 8711 Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305,262.6978 1 www.afceng.com I alfaroogftafceng.com DOOR DESIGN LOAD CAPACrrY - PSF AVERAGE PNIEL WIDTH INCHES DOOR PAYE HEIGHT'A• IKHES STD. ASTRAGAL REINF. ASTRAGAL GLASS TYPES & •A1' GLASS TYPES '8' & BI' 'C' k 'C1' GLASS TYPES 'A' k 'A1' EXT.(+) IHT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 46 54 60 82-7/8 Bob 100.0 80A 80.0 80.0 100.0 BOLO _ 100.0 Bob 80.0 BOLO 100.0 80.0 100.0 80.0 80.0 80.0 100.0 BOLO 100.0 BOA 80.0 BOLO 100.0 71.1 B8.9 71.1 80.0 80.0 88.9 64.0 S0.0 - - 64.0 Bob 30 36 42 48 54 60 64 80.0 100.0 80.0 BOLO 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 1 100.0 80.0 100.0 80.0 80.0 50.0 100.0 71.1 88.9 71.1 80.0 71.1 88.9 64.0 80.0 - - 64.0 80.0 30 36 42 48 54 60 90 80.0 100.0 80.0 80.0 80.0 100.0 80.0 _ 100.0 1 80.0 1 80.0 BOLO 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 50.0 100.0 71.1 88.9 - - 71.1 88.9 - - - - 64.0 80.0 30 36 42 48 54 60 96 80.0 100.0 80.0 B0.0 SOL IOD.O 80.0 100.0 50.0 solo 50.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 60.0 100.0 80.0 80.0 80.0 100.0 71.1 88.9 - - 71.1 88.9 - - - - 54.0 80.0 30 36 42 48 50 52 54 56 102 SOL 100.0 - - 80.0 100.0 80.0 100.0 - - 80.0 100.0 80.0 100.0 - - 80.0 100.0 80.0 100.0 - - Bob100.0 - - - - 76.8 96.0 - - - - 73.8 92.3 - - - - 71.1 88.9 - - - - 68.6 85.7 30 36 42 48 50 52 108 80.0 100.0 - - 80.0 100.0 80.0 100.0 - 80.0 100.0 SOLO 100.0 - - 80.0 100.0 80.0 100.0 - 80.0 100.0 - - - 76.8 96.0 - - - 73.8 92.3 30 36 42 48 114 - - - - $0.0 100.0 - - - - 80.0 100.0 - - - - -_ solo 100.0 - - - - 80.0 100.0 76.8 96.0 48 80.0 100.0 80.0 1001 80.0 100.0 80.0 1 100.0 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT ALL EXTERIOR(+) LOADS TO +76.7 PSF FOR 2-13/16" SILL HEIGHTS SEE SHEET 5 FOR DETAILS REINF. ASTRAGAL ONLY IN CONFIGURATIONS THAT REQUIRE ASTRAGAL. ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHORS 'A', 'B', C' & 'D• SHIM SPACE 3/8- SHIM 1/2" MAX. SHIM PANEL NIDA1 RWRHES DOOR FRAME HMO INCHES 6 ANCHORS AT MTG. STOE BNOS 6 ANCHORS AT WIG. STILE ENDS 8 ANCRORS AT MTG. STHB ENDS EXf. (+) t7cf. (+) OR. - EXt. (+) Kr. - 30 36 42 48 54 60 82-7/8 100.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 100.0 IDOL 100.0 100.0 100.0 100.0 100.0 1C0.0 100.0 100.0 30 36 42 48 54 60 64 100.0 100.0 100.0 1GOLD IDOL 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30 36 42 48 54 60 90 100.0 100.0 100.0 IOCIL 1D0.0 IDOL 100.0 100.0 IDOL 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30 36 42 48 54 60 96 IDOL IOCIL 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1Go.0 100.0 100.0 98.7 100.0 100.0 88.8 100.0 30 36 42 48 50 52 54 56 102 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 i0om 100.0 100.0 100.0 100.0 96.4 100.0 100.0 92.9 100.0 1DO.0 89.5 100.0 30 36 42 48 50 52 108 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 98.7 100.0 IDOL 94.7 100.0 100.0 91.1 100.0 30 36 42 48 50 114 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 93.5 100.0 100.0 1 89.7 100.0 30 36 42 48 120 100.0 100.0 IGO'D 100.0 100.0 100.0 100.0 TOOL 100.0 100.0 88.6 100.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 AVERAGE PANEL WIDTH - DOOR FRAME WIDTH NUMBER OF PANELS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD, STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 SEE SHEET 8 TO DETERMINE MIN. AND MAX. GAP DIMENSIONS FOR UNANCHORED JAMBS. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 1100 (L.M.1.) ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 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 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARD`. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. Sealed:8/6/2020 FL #25959.1 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SRE SPECIFIC DRAWINGS FOR REVIEW. 0-THIS P.E.D. SHALL BEAR THE DATE AND ORIGMAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. iv O N0.81223 I 1 Q� drawing no. \��•°��.°°°�' 18-06F 1/4" HEAT STREWD GLASS 1/4" HEAT STREN•D GLASS 1/4" HEAT STREWD GLASS 090' Interlger 090" Intarlger 090" Interlayer � SentryGlas Trosifol PVB 'Kurcrq d Color Glass m By Kuraray America, Inc.' By America, Inc.' emical Co.' O w J 1/4" HEAT STREWD GLASS 1/4" HEAT STREWD GLASSSTREN'D GLASS I: ii Ir ay W F F al A mmG3 G4 �G3 4ISly n�oil SILICONE DOWSIL 795 SILICONESILICONE DOWSIL 795DOWSIL 795DOW51L 995DOWSIL 995 DOWSIL 995 G7 AT 1/4 POINTS ON LITES w 1 AT 1/4 POINTS ON LRES i 1 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY g o GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' = m 9/16" OVERALL LAMINATED GLASS 9/16' OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS p o TEMP. GLASS 1/4" TEMP. GLASS 1/4' TEMP. CLASS ca z u LL 10- �1/4" 3/8" AIR SPACE �3/8" AIR SPACE 3/8" AIR SPACE 1/4- HEAT STREWD GLASS \ 1/4" HEAT STREWD GLASS 1/4" HEAT STREWD GLASS 2 "ed 090" Intedayer 1190" Interloyer -Mlt.l 090" Interloyer y46.5 SentryGlos PVB \ Soflex Clear And Color Glass g 2?SS J m By 'KuraAmerico, Inc. rq 1 By 'Kuraray America, Inc.' Ely 'Eastman Chemical Co.' 3 � ? N Qi 1/4. HEAT STREWD GLASS 1/4" HEAT STREN'O GLASS 1/4" HEAT STREWO GLASS SPACER a SPACER a SPACER vW1 ALUMINUM ALUMINUM Z ALUMINUM (6063—T5) m (6063—T5) la(6063—T5) {33 G3 3 G4 G3 yNj g G4 G3 O SILICONE SILICONE SILICONE — DOWSIL 795 DOWSIL 795 DOWSIL 795 — DOWSIL 995 DOWSIL 995 DOWSIL 995 v o I 0 1 AT 1/4 POINTS ALL SIZES "' Gt AT 1/4 POINTS ALL SIZES G1 AT 1/4 POINTS ALL SIZES 2 p of GLASS TYPE 'Al GLASS TYPE 'l31' GLASS TYPE 'CI' 0 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16' OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS ..... F i GLAZING OPTIONS No. 81229 Sealed:8/6/2020 '• BT drawing no. FL #25959.1 '��/rfLn n1t1`� street 2 of 11 HEAD ANCHORS TYPE A, B OR C g 4" CLUSTER OF 6 OR 8 HEAD ANCHORS TYPE A. B OR C 3� 4" 4" /%AT INTERLOCK/ASTRAGAL - f CLUSTER OF 4 0 HEA0RS TYP. TYP, m (SEE SHEET 1) f/ m CORNE- - ----- - Z w `�III HEAD ANCHORS 01 -_"—_.--- 288" — DOOR FRAME WIDTH A C � CY E� JAMBS - NOT ANCHORED g w S_ IT N r W O O a Y W C9 = U 0 O N am ` J L ` M Z T� low= FALSE MUNTIN 42" 42" OPTIONAL- D.L.O. D.L.O. 50 1/8" 50 1/8" PANEL WIDTH PANEL WIDTH SILL ANCHORS 0 3" MAX. SILL CORNERS 4. 1 (J1 -^a SILL ANCHOR TYPE 'D' / TYPICAL ELEVATION LSILL ANCHOR TYPE 'D' CLUSTER OF 6 TESTED UNIT CLUSTER OF 4 0 AT INTERLOCK/ASTRAGALa a 2 DAYLITE OPENINGS WIDTHS: PANEL WIDTH - 7.313" DAYLITE OPENING HEIGHT: Z N PANEL HEIGHT - 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" Sealed: 8�6/2020 tlT : drowing no. MAX. FRAME AREA OF S.G.D. SHALL NOT '" 18-06F EXCPEREED FBC REQUIREMENTS E AND EL AREA OF TESTED UNIT FL #25959.1 '�s/Ttll I I� I. 1' 11 1; 11 h F 1i 11 Ii 11 � 11 11 II II I -- 11 - --IT--' i I I 1i I! 1; II ��II 1n 1 b �I 1 . CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 5 AND 6. 4. DOOR ONLY. REQUIREDUSE Ri ASTRAGAL AS SEE SHEET 1 FOR CAPACITY AND SHEET 7 FOR DETAJL. �NJ' wRII r. _ y� Oxx am ILI N M! i _ ' WE • — —r i REVE XXX—XXO (SHOWN '-- _� �11111 ,W APPROVED Na. 1111122 Sealed: Brot2O2O FL #259 TYPICAL ANCHORS IN CLUSTERS ZELEV. 1BY OR 2BY FO WOOD BUCK WEDGE OISf.MIN. m = W W V) S yWj (=jl w1 3 TYPICAL ANCHORS IL IN CLUSTERS HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS SEE ELEV. CAN BE INSTALLED IN LINE AT CENTER TRACK c FOR SPACING OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS I SEE SHEET 3 FOR SPACING Z n ^o O w EDGE DIST. CONCRETE F 3 KSI MIN. Ep j • 'a a A Q`"4CU . I; , it 'I 11 o !! 1 ! WEEPHOLES• $ 01 � a ! ! Wt = 1/4'• X 1-1/2" LONG WEEP HOLES AT 5" rn ! ii ! FROM EACH END AND 7" O.C. 5 W2 = 1/4" X 1-1/2" LONG WEEP HOLESe' � a ! ! (4) A7 MOV. PANEL AT 7" O.C. 5 o in � a to J I 1 ! ii N Z IIj art t own i e I OI D GI Et pco\47 1. Ji ?Yr• N �O 1'7777 I a POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC 4 1/4" Vc - s" PSI MIN. St NOT BY MR -GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE WI-7W2 TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING ETE MIN • • DISL 4 1/4" MIN. TYPICAL ANCHORS IN CLUSTERS SEE ELEV, FOR SPACING Sealed: 8rol2020 FL #25959. 1 ' Rb.81223 _ S %S ST •�� drawing o na. ,��TTluunttt�` shoot 5 of 11 WOOD STRUCTURE EDGE I i/8" THK. EDGE 5 1 I EDGE DIST. 5 5/8" MIN. j DIST.- �I F.B.C.APPR'0 MULLION �1 SEE SEPARATE APPROVAL 11 Ox 11 t1 pq W pq W 71N ANCHORS �� TYPICAL ANCHORS �� TYPICAL ANCHORS STERS W CLUSTERS IN CLUSTERS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY MR -GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 7 TYPE 'A'- AT HEAD — ,5/16" X 2-3/4" ULTRACON BY 'DEWALT' (Fu-177 KSt. 11=155 K51) I INTO WOOD STRUCTURES 1-7/8" MIN. PENETRATION INTO WOOD THRU 1BY OR 28Y BUCKS INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 5/16" X 2-3/4" ULTRACON BY 'DEWALT' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 5/16" DIA. TEES SELF DRILLING SCREWS (GRADE 5 CRS) ' INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L— — (STEEL IN CONTACT W(TH ALUMINUM TO BE PLATED OR PAINTED) — — J 'D AT SILL — 'DEWALT' TYPE 5116" DIA. ULTRACON BY (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE L _ _ 1-3/4" MIN. EMBED _ _ . _ _ _ . _ . ANCHOR EDGE DISTANCES INTO CONCRETE AT HEAD/SILL 1-3/4" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD SG - 0.55 MIN. CONCRETE AT HEAD, SLL f'c - 3000 PSI MIN. HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS CAN BE INSTALLED IN LINE AT CENTER TRACK OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS SEE SHEET 3 FOR SPACING Sealed:8/6/2020 = g s �� 8T •�� drawing no. FL #25959.1 ell sheet 6 of 11; � ■ ism_ ems' ��..-.i:�. __� _/fit __ ::yam .. ♦� v O I V 1 �y 0 y q J z m g`� o U S� /10 x 1" FH SMS PER CLIP Q 7 Q O(2) � EB G1 t _ mmima flu J 0 O O � O � 5 � R a �ealo \ 8 E4 SILICONE 3 DOWSIL 790 DEPTH - 3/8" MIN. MIN. &MAX. MAX. DOOR FRAME WIDTH GAP SEE CHART BELOW MAX. FPME ' o_ - HEIGHT MIN. I MAX. 9D" 1/4" 3/4" 108" 5/16" 3/4" 120" 3/8" 3/4" c 0 ° W .j 11111 /)r'' � � NOTE: MAX. MOVEMENT CONSIDERED-10OX STRETCH. a1111M \ ' •�M'� ••'•. n N 4 PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL No. 81223, ••> MATERIAL/fIN15H AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES, ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY Sealed: 8/6/2020 ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. ��Cd '. �4 drowing no. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY 1 8— 06F THE USE OF BOND BREAKER TAPE OR 15% OF OAP ALLOWED MOVEMENT. 11 FL #25959.1 '7Y111111 L1t11``` sheot 8 of 11 8.271- 100 i' ?7 1'747 ly� �_ Ii 2.638 F 1.550� 1.250 W- 3 E1 FRAME HEAD/SILL �j 1.467 125 `412 .075 2.625 -i 1.370 E2 FRAME COVER E3 JAMB COVER 7. FRAME JAMB 1.266 j�^-1.658 .070 L—� .209 ii .Ogp .750 FD(ED PANEL CLIP I �E5) SILL COVER r1.605 -{ .125 2.492 2.635 L — 2.412--� PANEL INTERLOCK 055 241 J.840L °1 INTERLOCK COVER ii � 1.370 412 .628 TRACK .452 -q Ot. 00� 1.547 3.633 080 - E74 SILL RISER 1 560� 940 6 1 LOCK RECIEVER �.657 1.700 jI� 06 11 1.135 M GUTTER STD. ASTRAGAL 4. CORNER KEY r- 2.000 -1 .750 2.750 ALIGNMENT CORNER 855 .950 .060 1.073 f— E11 GLASS STOP Sealed: 8F612020 FI. #25959.1 VCENSF' Z.--J drawing no. 1 ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 E-1101 2 FRAME HEAD/SILL 6063-T6 - E2 E-1DOB AS REDD. FRAME COVER 6063-T5 - E3 - AS REDD, JAMB COVER 6063-T5 - E4 E-1102 2 FRAME JAMB 6063-T6 - E5 E-9006 AS REDD. SILL COVER 6063-T5 - E6 E-1010 AS REDD. PANEL RAIL/STILE 6005-T5 - E7 E-1011 AS READ. PANEL INTERLOCK 6005-T5 - E8 E-1018 AS REDD. INTERLOCK COVER 6G63-T5 - E9 E-1007 1/ MOV. PANEL TRACK 6063-T5 - EIO E-1013 AS REDD. REINF. ASTRAGAL 6005-T5 - E11 E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063-T6 - E12 E-1016 AS READ. GUTTER 6063-T5 - E73 E-1012 AS REDD. STD. ASTRAGAL 6005-T5 - E14 E-1014 AS REOD. 3-5/8' SILL RISER 6063-T6 - E16 E-1021 3/ PANEL FIXED PANEL CLIP. AT 17' FROM ENDS h 40` O.C. 6063-T5 EACH FASTENED WITH (2) 010 X i' FH SMS G1 W71325NK AS REOO. TRI FIN PILE W'STRIPPING - ULTRAFAS G2 - AS REDO. COMPRESSION GASKET EPDM DUROMETER 70t5 SHORE A G3 GIO-03 AS READ. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70t.5 SHORE A G4 GIO-04 AS REDD. WEDGE GASKET £PDM DUROMETER 70i5 SHORE A GS GIO-06 AS READ. AIR SEAL GASKET SAMOPRENE ULTRAFAB G6 GIO-06 AS REDD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAS GS - - 1/4' THK. FOAM PAD POLYETHYLENE - 09 010-09 - AIR SEAL BRIDGE AT INTERLOCK POLYAMIOE - G10 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE - GII - AS REOD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A Al AIO-01 - ALIGNMENT CORNER 6063-T5 - A3 E-9005 - CORNER KEY 6063-T6 - Ll L10-01 - 2 POINT MORTISE LOCK k HANDLE - INTERLOCK L2 PSOI-7102 - 2 POINT MORTISE LOCK do HANDLE - INTERLOCK L3 PSO1-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 E-1017 - LOCK RECIEVER 6063-TS - M1 MIO-IOA 2 PANEL ROLLER ASSEMBLY AT 9' FROM ENDS ST. STEEL/ FASTENED WITH (2) 12-24 X 3/4" PH MS M6 MIO-06 AS REOD. PANEL GUIDES NYLON - M7 M10-07 AS READ. PANEL GUIDES NYLON - S1 #12 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2' AS REDD. INTERLOCK FASTENERS. AT 6' FROM ENDS AND 12' O.C. ST. STEEL PH TC MS S3 /8-18 X 1/2" AS READ. LOCK RECIEVER FASTENERS AISI 304 PHILIP PH SMS 54 /10 X 1/2- AS REDO. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. 0 I Z LOCKS : x t SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2' FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2- FROM BOTTOM ^it 8 FASTENED TO LOCK STILE WITH VVV (2) 8-32 X 2-5/8' FH MS SURFACE MOUNT METALLIC KEEPER FACING LACK AT 38 1/2' FROM BOTTOM < p FASTENED WITH (1) #14 X 2-7/8' FH SOS AND 0: (1) 12-24 X 1/2" PH MS 6Q& 14 v $ � Q co Zd G U 0 a(a Ady� n n M I -j N p w cf No. 81223 Sealed: 816/2020g�� drawing no. 18-06F FL #25959.1 �� J1Iun1„``` sheet toot t1 Sealed: 8/6/2020 B�c No.81223 h 'Q 8T drawing ` no. FL #25959.1 �. 1 a � �4 $et ,�. g y,,,,� < � cz� ,ar-� s •y i R �` K }�j ` ✓tup .-, }�" i F' tk� ie+'�j ^"� `�"t SM, {�^ Y G4,„ §A,, i 1��l yy�� f i0i 1(i' Product Approval `r (A USER: Public User Product Aooroval Menu > Product or ADOIiQ ion Search > ggplication List > Application Detail FL # FL38057 a Application Type New Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Mr -Glass Doors & Windows Manufacturing, LLC Address/Phone/Email 8051 NW 79th Place 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 Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By IAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence FL38057 RO COI SS - Certificate of Independence.pd Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgtoCaySjUOle°%2b7OHDOkzWCWG11nUSFAiGvL°,62bouiegQOA3d%3d 1/2 6/14/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 03/18/2021 Date Validated 03/19/2021 Date Pending FBC Approval 03/31/2021 Date Approved 06/09/2021 Summary of products FL #�`__.a__ Model, Number or Name ; Description 38057.1 Series MG-1500 Aluminum Sliding Glass Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-80 Other: See drawing 21-16F for span vs load combinations and installation details 38057.2 1 Series MG-1500 Aluminum Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-70 Other: See drawing 21-20F for span vs load combinations and installation details Large missile impact resistant aluminum sliding glass door Installation Instructions FL38057 RO II SS - MG-1500 SGD (j Ml) - DWG 21-16F.p¢,j Verified By: lalal Farooq PE # 81223 Created by Independent Third Party: Yes Evaluation Reports FL38057 RO AE SS - MG-1500 Alum SGD (LMI)-PAE 2020.odf Created by Independent Third party: Yes Small missile impact resistant aluminum sliding glass door Installation Instructions Verified By: lalal Farooq PE # 81223 Created by Independent Third Party: Yes Evaluation Reports FL38057 RO AE SS - MG-1500 Alum SGD (S_MI)-PAE 2020.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. .QR,yrtaht 2007-2013 State of Florltla.:: Privacy Statement :: Accessibirrtv Statemen 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, oontact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. *Pursuant to Section 45S.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 emails 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, ES., please dick h1re . Product Approval Accepte: ® -lad Credit Card Safe www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtoCaySjUOle%2b7OHDOkzfycACWGllnUSFAiGvLOlo2bouiegQ%3d%3d 2/2 w4 w 3/16" HEAT STREN'D GLASS 090" Intedoyer 7- To! PV8 By 'Kuroroy Americo, Inc.' L 1_ 3/16" HEAT STREMD GLASS AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLAZING DETAIL 7/16" OVERALL LAM. GLASS SERIES MG-1500 (L.M.I.) HEAD/SILL ANCHORS AT JAMBS 2 1/2" MAX. AT 5" O.C. HEAD/SILL SEE SHEET 2 FOR QUANTITY �.. / CORNERS --`` A I r 1 I rniIN �1d a I I� II II II � 1' II I, I __=__?l- II I) FALSE MUNTIN OPTIONAL ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 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 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 43 1 48 9/16" O.L.O. 48 7/8" 192" HEAD/SILL ANCHORS AT INTERLOCK/ASTRAGAL AT 5" O.C. SEE SHEET 2 FOR QUANTITY V V 43 13/16" UI.U. I v.L.U. 47 7/B" --- PANEL WWTH TPICAL ELEEVATION TESTED UNIT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP T DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. STEP SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DOORS AND REQUIRED HEAD/SILL ANCHOR QUANTITY. STEP 3 FOR DOORS WITH FREE STANDING JAMBS SEE SHEET 6 TO VERIFY MIN. & MAX. GAP DIMENSIONS. ANCHORED JAMBS OPTION THESE DOORS ARE FiATEDTOW GE & SMALL MISSILE IMPACT.! SHUTTERS ARE NOT REQUIRED. J FL #38067 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE ANDIIA� p'yi,ia„/!j INSTALLATION OF IRS PRODUCT BASED ON THIS PRODUCT EVALUATION ;��,.5 " . PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED + 'av , yLC F ON IRS DOCUMENT. ' 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED RNALO IF �Y2ALTERED BY ANY MEANS.C- SI E SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED4sENGINEER OR ARCHIECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.)D FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATE :• ENGINEER TO THE PE.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. �jPI''pqe�0�''s�ry^ iJ D THE PROFESSIONAL ENGINEER OF RECO SIGNATURE OF DD THA PREPARED R ORIGINAL SEAL MD I ��/`� jT�J1T�L• `� y 11 drowing no. 21-16F 1/4" MAX. SHIMS 3/8" MAX. SHIMS _ i4t I� -_� Z O Z b h �Q W Z m C, f a fY Op` O W N �3 III Y m CJ a 4 Icy 00.''0 D pG m I �dt�1, �p I oN� jtSOd Qm`�EJ� �Z b 3' of bI vN 1 1/2" MAX. SHIMS 3/4" MAX. SHIMS U J U V Z I p �o 5: = i m � T e 0' Z a� -i �mm .i -T 36 68.5 65.0 ICI I o_ N I I t 1 �� r,� I NOTE: _ 23 611, FOR DOOR CAPACITY SEE CHARTS ABOVE. DOOR FRAME WIDTH FOR FREE STANDING JAMB CAPACITY SEE NOTE: AVERAGE PANEL WIDTH CHART ON SHEET 6. NUMBER OF PANELS LOWER VALUES FROM DOOR CAPACITY CHART `1 GLASS CAPACITIES ON THIS SHEET ARE J� ATE OP drowingno BASED ON ASTM E1300-09 (3 SEC, GUSTS) OR JAMB CAPACITY CHART WILL APPLY. fi, ''•.,/L0R1W.•' �4 �� AND FLORIDA BUILDING COMMISSION DOOR HEIGHT AND WIDTH 512E MUST COMPLY �y%o,�'�'i•'•••• `�'. 2� DECLARATORY STATEMENT DCA05-DEC-219 EGRESS REQUIREMENTS PER FBC A5 REQUIRED. FL 38057 �i,1 A6l(E-:-t 2 o11p1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 1 AbERACE I� FR/YE PANEL YADIHI HfJDNf AICNEs XJCHES ANCHORS TYPE `A' ANCHORS 'B' ANCHORS TYPE 'C' AVERAGE PJWEL WIDTH eln$s I ) II IDOOR FRAME HEIGtD iRptEs ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 2 ANCHORS AT JA)16S 3 ANCHORS AT JAMBS 2 ANCHORS AT JAMBS 2 ANCHORS AT IAMBS 3 MC80R6 AT JAMBS 2 ANCHORS AT JAMBS 3 ANCHORS AT JAY89 Z ANCHORS AT JAMBS 9 MCHDA9 AT JAMBS P ANCHORS AT JAMB$ 0 ANCHORS AT JAMBS 4 ANCHORS AT ST113 ENDS 8 MCx08S Al 37'ILE ENDS 4 ANCHORS AT BT118 ENDS 4 MCIPoAS AT 3'JJtE ENDS B ANCHORS AT STILE ENDS 4 ANCHORS AT STHB ENDS B ANCHORS AT STILE ENDS 4 ANCHORS AT STYLE ERGS 8 ANCHORS AT STYLE ENDS 4 ANCHORS AT 31T1S ENDS 8 ANCHORS AT STILE ENDS EXT.(+) INT.(-) EM.(+) IN7.(-) EXT.(+) IM.(-) EXT.(+) IM.(-) EXT.(+) IM.(-) EXT.(+) MR.(-) EX7.{+)' IMT.(-) EXT.(+) INT.(-) EXT.(+) !INT.(-) EXT.(+) INT.(-) EXi,(+) I MIT.(-) 30 38 42 48 54 82 65.0 65.0 65A 80 0 80 0 80.Q 65.0 65 0 65.0 80.0 BO 0 80.0 65.0 BS.O 65.0 80.0 � 80.0 80.0 85 0 65.0 65 0 I 80.0 80.0 60.0 65.0 65 p 85 0 80.0 80.0 80.0 30 3680.0 42 48 54 I 02 65.0 B0.0 65.0 80.0 65 0 80.0 BS.Q 80.0 65.0_ �.0 65 0 80.0 65.0 80 0 85.0 80.0 85.0 80.0 85 0 80.0 65 0 80.0 65.0 80.0 65.0 80 0 65.0 80.0 65.0 80.0 65 0 � 80.0 65 0_ � B_0.0_ 630 78.i 65.0 B0.0 65,0 j 80.0 65.0 0 _ 85.0 80.0 65.0 78.i 65.0 80.0 6S0 80.0 65.D 650 - 72.2 65.0 80.0 65A 69.5 85.0 80.0 85.0 7 80 0 65.Q 77.2 65 0 80.0 65.0 59.5 65.0 80.0 85 0 7L6 65:0 _80.0 80 0 64 2 84.2 65 0 80.0 30 36 42 48 54 84 65A _ 80.0 6S 0-80.0 65.0 80 0 65.0 BO 0 B5 0 80.0 30 36 42 48 54 84 � 65.0 65.0-- 65.0 80.0 I 80.0 80.0 65.0_ 65.0 65.0 80 0 ; 80.0 80.0 85 0 65 0 65 0 80.6 I 80.0 80.0 65.0 B5.0 65,0 80 0 80 0 80 0 65 0� 65 0 65 0 80.0 80.0 80.0 65 0 65 0 55 0 � 80.0_ � 80.0 B0.0 BSA 80.0 85 0 80.0 65.0 65.0 80 0 80 0 BS.q 65.0 � 8p 0 B0.0 65 0 65.0 80.0 BD.O 65.D 76.3 65 0 80.0 65.0 I 80.0 85.0 80.0 BS.O 80.0 65.0 76.3 85.0 80.0 65.0 78 fi 65A 80.0 65 0 70.5 65 0 65.0 80.0 80.0 B5.0 67.8 65.0 B0.0 85.0 800 fi5.0 75.4 BS.O 80.0 55.0 87.8 65.0 80.0 65.0 699 65A 80.0 62.6 82.5 30 36 42 48 30 36 42783 46 90 96 85.0 I 80.0 85.0 80.0 65.0 i 80.0 69.0 80.0 65.0 80.0 30 36 42 t8 30 36 4276.3 ! . � 90 I 98 65.0 85.0 80.0 80.0 65.0 B5.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65A 80.0 80.0 65.0 _ 85.0 _80.0_ BOA 65.0_ 65.0 8D.0 65.0 80.0 _85.0 80.0 65.0 BD.O 65.0 80:0 65.0 80.0 BS.D 80.0 65.0 80.0 65.0 B0.0 Y B5.0 80.0 65.0 80.0 65.0 80.0 83.0 80.0 85.0 80.0 65.0 80.0 65.0 75.2 65.0 80.0 85.0 ' 85.0 71.2 80,0 65.0 85.0 80.0 80.0 65.0 65.0 800 80.0 65.0 65.0 79.2 80.0 65.0 63.0 80.0 80.0 85.0 65.0 65.0 77.2 80.0 80.0 65.0 85.0 65 0 65.0 80.0 80 0 80.0 B0.078.65.0 BS.O 85.Q 65.0 73.4 { 80 0 80.0 BS.O 65.0 65.0 80.0 80 0 80 0 BO0 650 65 0 65 0 630J0.580.0 65.8 80.0 80.0 85.0 BS 0 _ L65.0 ( 80.0 80.0 80.0 65.0 80.0 65.0 85.080.065.085.0800BOA � 80.0 65.0 80.0 _ 65 0 180,0 65.0 80.0 85.0 66.8 65.00.065,0 80.0060.04865,0 66.8 65.0 80.06508fl.8 65.0 B00 6i,7 81.7 80,0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH AXi1F5 ODOR fMNE NEMArt , n+COKS ANCHORS TYPE 'A' & '8' ANCHORS TYPE 'C' AVERAGE PANEL WIDTH INCHES ODOR FRAME HEX90 AICNE6 ANCHORS TYPE 'A' k 'B' ANCHORS TYPE 'C' Y ANCHORS AT JAMBS 3 ANCHORS AT JAMBS B ANCaOAS AT JAJJBS S ANCHORS AT I. 2 ANCHORS AT JANBB 3 MC®ORS AT JA1J83 4 ANCHORS AT JAMBS 3 ANCHORS AT JAMBS 9 MCflOR3 AT ]ALBS 4 ANCHORS AT JAMBS 4 ANCHORS AT STILE ENDS B ANCHORS AT STHE ENDS 4 ANCao11S AT 8TD8 ENDS B ANCHORS AT STHS ENDS 4 ANCHORS AT STYLE ENDS a ANCHORS AT BITLB 6NO3 B ANCHORS AT STH.E ENDS A Mcxals AT STYLE ENDS a MCxORs AT fi71LB ENDS a ANCHORS AT STILE ENDS EXT.(+) INT.(-) + INT. - EXT.( ) ( ) XT. E (+) T. - XV ( ) T. + EX ( ) ( ) EXT.(+) INf. - ( ) EXf. (+) - BVT.( ) EX7. + ( ) IM. - ( ) EXT. + ( ) INT. - ( ) . + IN - EXT ( ) T.( ) + EXT,( ) M4 . - T ( } 30 36 a2 48 54 8265.0 65.0 80.0 65.0 80.0 65 0 80.0 65.0 80.0 70 36 42 48 54 82 65 0 65 0 60 1 52 8 46.8 80.0 70.1 60.1 52.6 46.8 85.0 85 0 65.0 65,0 65.0 80.0 80 0 BO 0 78 9 70. i b5.0 65 0 65 0 1551a, 65.0 80.0 80.0 80 0 80 0 BO.D 65 0 63 8 54 7 47 8 42 5 7Q5 83.8 54.7 47.8 42.5 65.0 80.0 65.0 80 0 65.0 80 0 65.0. 71.7 83.8 63.8 85.0 65 0 65.0� BS.O 65 0 80.0 80.0 80 0 BO 0 80.0 65.0 80.0 T-' 65 0 80.0 BS.O 80.0 6S 0 60.0 70.5 85 0 BO.O 85.0 68.4 85A 80.0 61.7 6i.7 85.0 80.0 60.8 60.8 85.0 80.0 54.8 54.8 65.0 80.0 30 35 42 48 S4 ! � 84 I 55.0 80.0 85.0 80.0 65.0 80.0 65.0 30 42 48 54 84 80.0 65.0 80.0 85.0 80.0 650 74.7 65.0 80.0 � 65.0 B0.0 85.0 i 80.0 65.0 80.0 55.0 _80.0 ! _65.0 _ _85.0 _80,0 fi5.0 78.3 85.0 � BOA 65.0 68.6 65.0 _�.0 58.7 58.7 y- 85.0 1 80.0 65.0 80 0 53.4 53.4 85.0 80.0 55.0 0.0 BSA 59.4 68.8 59.4 80.0 BSA 80.0 80.2 53.5 B0.2 53.5 65.0 85.0 80.0 80.0 57.3 51.3 65.0 77.0 85.0 80.0 46.7 46.7 65.0 i 70.0 65.0 80.0 45.6 45.8 55.0 88.5 65.0 80.0 41.5 41.5 62.2 i 62.2 85.0 80.0 30 36 42 48 � 90 65.0 ; 80.0 85.0 ) 80.0 65.0 60 0 55.0 1 80.0 30 36 42 48 9U 65.0 63 4 76.7 83.9 85.0 85.0 80.0 BO 0 6S 0 SS 0 80.0 80 0 65 0 _ 58 7 69.7 58 1 65 0 85.0 � _80.0 BO 0 _65.0 55 0 80.0 80 0 85.0 80.0 6S 0 80.0 85.0 75 0 85 0 62.3 71.3 62.3 65.0 65.0 80.0 80.0 84.2 56.2 64 2 56.2 65.0 55.0 � 80 0 80.0 54.8 47.9 54.8 47.9 65.0 85.D 80 0 � 71.9 5S 0 65 0 80 0 80.0 49 8 47.6 49J3 43.6 65.0 BS.O 74 7 6SA 65 0 65.0 80 0 80.0 30 I 36 96 42B5.080.0865.046,74fi365.0 4865.080.0 85.0 I 80.0 65.0 80.0 65.0 80.0 830 80.D 30 3698650800 48 650 � 7i.9 65.0 80.0 85.0 80.0 65.0 65.4 800_ 65.0 800 65.0 77,9 65.0 7 60.0 85.0 _ 44.9 44.9 65.0 67.4 65.0 B5.0 800 80.0 5454565.0 40,9 40 9 _85.0 81 3 800 700.0.0 61 3 65.080.0 85.0 80.0 #705.800 79.1 SEALE©: 3/18/2021 NOTE: �MV�I - 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 2. Z al 3. FOR ANCHOR DETAILS SEE SHEETS 4 THRU 7. O z � �, R. V N- I R. O �' w U OX (SHOWN) _"ii` I �.._ Q.' O F• u I XO Vpicfin -7 efa.oa O 8 a t ° CIO 3 xx (SHOWN) E II' ------------- o _ [-1.._ o a- lo f ¢ 3 dR to rr Ir XXO OXX (sNowN) �- i -1 Lim VIC EP "L- l. 23 c nI OXXX(sHowN)LIZ z XXXO f �_---y ! STATE OF drawing no.� OXXO �i�`o'a'„�'�y'.�ORIDf:, •'• a@; 21-16F APPROVED CONFIGURATION g FL #38057 �1�! AL�� -----------� ! NI tU�' tsheet___3_of.>a' SEALED: 3/18/2021 TYPICAL ANCHORS E i e TYPICAL ANCHORS FOR SEELEV SPACING SEE / %1BY OR 2BY Z cik -- E DISi / e // WOOD BUCK _ FOR SPACING Z j N <ry O F g i J EDGE DIST. CONCRETE ndllNm a 3KSc MiN.ON`o; or -- (G�z 1 - C2o} C a n a 8 I 0,-�,E61 ��j"I I 1 2 ro_ Q �G21! 1 j a O Q. "�' _. ___ J WEEPHO� S; Ad W1 = EXTERIOR LEG CUT 3-1/2" ON EACH END m ^ n k 3"W X 1/4"H WEEP SLOTS AT 24" D.C. tL f W2 = 1-3/8"W X 1/4"H WEEP SLOTS AT 12" O.C. 1� g z N v E ` „ W3 = 1-3/8'V X 1/4"H WEEP SLOTS AT 12" O.C. W I WITH RETICULATED FOAM. !I o g lu LL �B \�� /� • - Ea) �E4r� ,: j ' �L. Eel r� � I ' I I ®f�_ i lB) Ez E1z) l��)\ i� �12) '.T a' - � � CQNCRElE '� • f �i o y Ix CONCRETfi' Y 3 KSI Ktiti. . ' af 2i3 \ < 3 KSI N(N., I \ 1 n I� n �g POURED k HARDENED ` ! HIGH STRENGTH GRDUT 8 �/_EOGE DIST. EDGE DIST. /1i TI NON —SHRINK NON—METALLIC `� II:JJ W3 /'c m 5000 PSI MIN. W2 NOT BY 'MR —GLASS �'^ ST'ATE� TYPICAL ANCHORS TYPICAL ANCHORS �it.*., i MUST TRANSFER SHEAR ��'• ••'��A'' • ° �` 21 916E + SEE ELEV. _.__.SEE ELEV. LOADS TO STRUCTURE \1��^+y5'e�,;•""Pi-�>�i t FOR SPACING FOR SPACING FL #38057�!i,,A� 1i,�� sneei 4 _oi10 SEALED: 3/1812021 r 1I3' WOOD STRUCTiJRE METAL STRUCTURES---- '1/8" THK. __------- EDGE 04ST_ \� . EDGe._DIST. \ ii F.S.C.APPR'D MULLION .— SEE SEPARATE APPROVAL �OO�Q -ILL 0N - g yq w= Ow= ticz�l >�$ 0O ON tl1N� 1Y O TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O �' 0 .. --SEE ELEV. — -SEE ELEV. .—SEE ELEV. Q LE !u y�j 4 0'• FOR SPACING FOR SPACING FOR SPACING J G Q Q u=+mg:� � � � m 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'MR -GLASS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o iLL n AND TRANSFER THEM TO THE BUILDING STRUCTURE. m R TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 5/16" DIA. ULTRACON BY 'DEWALT (Fu-177 KSI, FY-155 KSI) o a c INTO WOOD STRUCTURES ^ _ r7 1-7/8" MIN, PENETRATION INTO WOOD (HEAD/JAMBS) THRU ISY OR 2BY BUCKS INTO CONC, OR BLOCKS a LL nI 1-1/4- MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO GONG. OR BLOCKS (JAMBS) c3 z' I p m DIRECTLY INTO CONC. OR BLOCKS °D g 1-3/4" MIN. EMBED INTO CONCRETE (JAMBS) 1-3/4' MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- 5/16' DNA. ULTRACON BY 'DEWALT(Fw T/ Ks, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED (HEAD/SILL) coo TYPE 'C'— 5/16' D1A. TEKS OR SELF DRILLING BREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS I { OR INTO METAL STRUCTURES (HEAD/JAMBS) I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS A ALUMINUM: 1/8" THK. MIN. (6063-T5 Mik) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) s L (STEEL W CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. ni, I INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. 223 ! Nd - INTO WOOD STRUCTURE _ 1-1 /4" MIN. ' is : ; it I i INTO METAL STRUCTURE - 3/4" MIN. 4 l 0 1 W000 AT BEAD OR JAMBS SG = 0.55 MIN. .��F �S TEOF dgj�w d�owing no. CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. !i'..�a�.AlORi01;.• C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. FL #38057�21 —16F \ff Il1111� (sheet 5 of 10j SEALED: 3/18/2021 PANEL WIDTH N' •' r J ''�.J f �GZ� �g _ OPG. Qacm LLZpg, v 4J E7� `E1D� �E70}' Ilt EB�E7 1 I! o EXTERIOR p�p `SDOWSINE790 �r DEPTH m 3/8" MTN. /^ * I 1/4" MIN __..-..-� FIX- PANEL WIDTH -__-_ _—� 4 H) 3/4" MAX. j `•✓ v L� GAP MAX. DOOR FRAME WIDTH o ro a w SEE NOTE _ 'D BELOW --` - '-= i 1 PROPERLY SECURED ( .--- .1,1iBY WOOD BUCKS 1 SEE NOTE SHEET 1. y ro i �2 SILICONE DOWSIL 790 m, DEPTH - 3/8" MIN. d 1 1 /4" MIN MAX. FRAME CAP MAX. DOOR FRAME WIDTH ' _ 3/_� HEIGHT MIN MAX. -- SEE NOTE y� olll f _goy i/4" 3/4" BELOW IIar o ._ i 96" 5/16' 3/4-1I1111lftj NOTE: MAX. MOVEMENT CONSIDERED=1002 STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION 23 MANUAL FOR COMPATABIUTY OF SEALANT TO SUBSTRATE h WINDOWALL I n MATERLAL/FINISH AND COMPLIANCE FOR WARRANTY. _ t ' S` I a REFER TD ACI-117-10 FOR CONSTRUCTION TOLERANCES. '. �'gJ _"._l ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY �(Y 9 ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. �16 'y/dA�� IIdtawin no� GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD 8Y Sri °3�.eo�®�-& ... • „-E.��\\i' 2 � — � 6F I FL #3805'7 THE USE OF BOND BREAKER TAPE OR 15X OF GAP ALLOWED MOVEMENT. \,/�ll+�7e°+@.1�11•`1\;'' Iss6 of ff SEALED: 3/18/2021 oz y aa� MAX. LOAD BEARING I _ ___ ! w p O SHIMS .. METAL `._ STRUCTURE -c= �_—_ 0 _ .I TYPICAL ANCHORS v TYPICAL ANCHORS -- -- ;fin �I(AL ANCHORS 0 q y01 LL 1 \ r Ip ... I - SEE SPACING r+SEE SPAC �-SEE ELEV. -----= t'= �r- a1EE ELEV. ui Q I ..,�' 'FOR SPACING FOR SPACING - - -� ^_-- /T'OR SPACING 0 ¢ ' ... III / • - . ` TYPICAL ANCHORS � FOR SPACING r a 0 H _ Alt uZi m F II N � J w�W� EXT. �- D )BY OR 28Y_j • ; . I ( 3/4 MAX. ' v a WOOD BUCKS iBY OR 2BY - --- �^ - 4" MAX °� • WOOD BUCKS I LOAD BEARING w—__ MAX. DOOR FRAME - SHIMS ' lOAD BEARING �' i 3/4. MAX SHIMS LOAD @FARING j i SHIMS z $ o I� Y� Mpgf i7) rnM 1 ( � z N TYPICAL ANCHORS +1j ..SEE ELEV. ( 0 F FOR SPACING • I I I u ' i _ o� iMIT I I, I EXT. �d0 ! 61iOF.AI�'•' WL� �; mlII 223 3/4' MAX. MAX. DOOR FRAME WIDTH LOAD BEARING —OF �/� drawing no. i; SHIMS ,,�r•;.¢Ztioa.:'T:�J 1 21-16F FL #38057 ,dui r� 9A�� %�' sneer 7 OT-fo SEALED: 3/18/2021 E E71 FRAME HEAD �j 1.716 r 734 1,190 1 A89 .094 cl FRAME SILL - .832 .055 h- 1.1{3 E3) FRAME HEAD COVER 1.091 165 .055 J I ,867 (E41 FRAM---��MEEiii SILL COVER Ir-1.750-1 J� 5.194 2.073 FRAME JAMB 1.308 fi3.655 1.745 - A90 1.425 �- °) PANEL TOP/BOTTOM RAIL 3.325-=y 80 FT t.aea .940 1.4. L 7) LOCK STILE - -1 .873 - 78 1.481, II .080 1.375 k�- EXTERIOR INTERLOCK -�j 1,375 �.250 .080 4.287 t .1 -1. a1s 469 -� .873 INTERIOR GLASS ADAPTER a --- 1.3I12 rr 250 L... S f J- F-1.812 - FIX. PANEL CLIP TOP RAIL END BAR 1.062 CC IY 125 > G. 1.000 .-. TOP RAIL END CHANNEL -q �'-.268 1. - 2.r, 055 12) SILL RISER �• 1,375 250 .080 t 1 4.274 2,060 -1.875 ASTRAGAL STILE FL #38057 .t^ �Y,23 Fdrawing no. SEALED: 3/18/2021 MATERIAL MANF./SUPPLIER/REMARKS Ef E2 E1503 1 E7501 1 i FRAME HEAD FRAME SILL 8063-T6 6063-T6 - E3 E152Z AS RE00. FRAME HEAD COVER 6063 TS OPTIONAL E4 E1520 AS RE00. FRAME SX.L CdJER FRAME JAMB 8083 TS 8063 T6 6083 T6 OPT1pHAL _ E5 £1502 2 E6 £1510 2/ PANEL PANEL TOP/BOTTOM RAIL E7 E7511 AS REOD LOCK SOLE EXTERIOR INTERLOCK 6063 T6 6063 TB E8 E1512 AS REOD. E9 E1513 0.5 REQO. MfiER10R INTERLOCK 6083 i8 E,0 E7517 AS READ. GLASS ADAPTER 8063 76 E11 E7514 AS REOfl. ASTRAGAI. STILE 6063 T6 6063 TS Eft E1521 AS READ. SILL RISER EPOM POI.YETHYLENE/YARN PVC Ct C2 CIS -OIL AS REOD. WEDGE GASKET PoLE VfSTRiPPING DUROA�TER 6535 SHORE A GIS-02 AS REOD. G3 G75-12 AS REDO. BOLL vglvE C4 C75-,2 gSRE00. HOLE PLUG - CS G15-15 AS REOD. GASKET NEOPRENE GB G7 - M70-OS MI5-01 AS REOD. AS READ. EXTERIOR BUMPER LOCK STILE COVER - POLYAMIDE POLYAMIOE NEOPRENE G8 MI5-02 AS REOD. - C9 MI5-03 AS REOD. LOCK STILE GUIDE G10 - AS REOD. PANEL BUMPER G11 MI5-04 AS REOD. INTERLOCK COVER POLYAMIDE G12 MI5-O$ AS REDO. INTERLOCK COVER -- POLYAMIDE - G13 _ MI5-OB AS REDO. INTERLOCK COVER/GUIDEPOLYAMIDE - - G14 MIS-07 AS REOD. INTERLOCK CAP P1N.YAMIOE POLYAMIDE G15 MT 5-09 AS REOD. ASTRAGAL CAP Gt6 G17 MI5-11 L15-Ot AS REOD. ASTRAGAL COVER 2 POINT MORTISE LOCK 8 HANDLE POLYAMIDE 2AMAK INTERLOCK Gib MI5-20 2/ MOV. PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETAL FASTENED WITH (2j 12 Z4 % 3/4 PH MS G19 - AS REQO. SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A C20 - AS REOD. AS REOD. TOP RAIL £Np CHANNEL, 4" LONG AT PANEL ENDS TOP RAIL ENO BAR. 4" LONG AT PANEL ENDS 6063 T6 6083 T6 6063-T6 G22 2/ FIX. PANEL FIXED PANEL CLIP, 1-7/B' LONG. AT 4" FROM TOP & 801TOM St r12 X 1 1/2� 4/ CORNER FRAME ASSEMBLY FASTENERS ST STEEL PH Spy S2 r10 X 1 1/2" 4/ CORNER PANEL ASSEMBLY FASTENERS 5T STEEL PH SOS 53 r12 X 1 1/2" AS READ. ASTRAGAL FASTENERS AT 3-1/2- FROM ENDS 8 8" 0 C. ST STEEL FH SOS s4 r'IO % , AS READ. 2/ CUP BALL VALVE FASTENERS ST STEEL PH sM5 i5 r1D X 1 Fl%. CUP FASTENERS ST STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Z m m�iN LACKS F Zw 2 N�ai SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK �w O p `.o 0I AT 38-1/2" FROM BOTTOM 0��11I FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2" FH TC MS C SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM � 0 5, w n I FASTENED TO LOCK STILE WITH V 0 S, m (2) 8-32 X 2-5/8" FH MS Q' M S� I SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2" FROM BOTTOM p 0.04 FASTENED WITH O m ti z d (1) r14 X 2-7/8" FH SIDS AND �.2 O N (1) 12-24 X 1/2" PH MS �{L z0F Qu�mi J`I n m� Y �IR, N si I 2 I (L ID N'. Al c n M®i f �i N1 t �^ Z _N R t ILA IO�vI m J i 0 u f ` cicl . 4 23 :ie;�A ATE OF I drawing no. •/F RTi!9 •• FL #38057 `•". �70JY AL�� _ �7I11 1 11,11� sheet g of 101 ITEM r PART r QUANTITY DESCRIPTION SEALED: 3/18/2021 Z " �0N��I� o F N M gLE0 ^� i 4 g �' / 3 802 0 Q FRAME TOP CORNER Y z U a o N ad b l 5iF � M co 1 MO e9 PANEL. TOP/BOTTOM CORNER s ao /t ql N I �4ii�\�lu�i�flltr w .�_ 1JJ ^NA L� ATE FRAME BOTTOM CORNER ' '`Tm. ••,,� OF drawing no. s. ost�o?... �pL 21-16F FL #38057 r�rNr n��! (sheet t0ot.10T SEALED: 3/1812021 10/15/2020 Florida Building Code Online BCIS Home Log In blondProduct Approval USER: Public User Product Approval Menu >, Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL26942-R2 Revision 2020 Approved Mr -Glass Doors & Windows Manufacturing, LLC 8051 NW 79th Place Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com https:l/www.floddabuilding.org/prlpr_app_dtl.aspx?pararri=wGEVXQwtDgsejA7AarRF%2byE7RDcdgVYeglvrSzm%2f4iXMcxEcMjaGvg%3d%3d 1/3 10/15/2020 Florida Building Code Online Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Jalal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By JAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence FL26942 R2 COI SS - Series 3000 Alum OS Door (LMI) - CI 202 = Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/05/2020 Date Validated 08/05/2020 Date Pending FBC Approval 08/11/2020 https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgsejA7AarRF%2byE7RDcdgVYegl vrSzm%2f4iXMcxEcMjaGvg%3d%3d 2/3 10/15/2020 Florida Building Code Online Date Approved Summary of Products 10/13/2020 FL # Model, Number or Name Description 26942.1 Series 3000 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26942 R2 II SS - 3000 Alum OS Door (LMI) - DWG 18-36F 2020.122f Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Jalal Farooq PE # 81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing 18-36F for span vs load combinations and Evaluation Reports installation details. FL26942 R2 AE SS - Series 3000 Alum OS Door (LMI) - PAE 2020. 1df Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QRyrjght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 mail. 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 emails 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: -: FOR El E Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgsejA7AarRF%2byE7RDcdgVYegl vrSzm%2f4iXMcxEcMjaGvg%3d%3d 3/3 W.IN AL-FAROOQ CORPORATION usCONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 5, 2020 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 Manufacturing LLC. Series 3000 Aluminum Outswing Entrance Door — L.M.I. Certificate of Independence To whom it may concern, As the design engineer retained by Mr -Glass Doors & Windows Manufacturing LLC. 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, FA&QS ` No '23, •4J� ` O� ST , € 4r SE: 1ONAl \` � / / ! 111 , � t � � � � Sealed: 8/5/2020 Jalal Farooq, P.E. CFO 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfaroogPafceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS &r PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 26942 Detailed Product Description: Date: 8/4/2020 Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC. Manufacturer Address: 8051 NW 79th PLACE, MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Load: +80 PSF. -80 PSF (Large Missile Impact) Installation Drawings # 18-36F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By Air Infiltration Hurricane Engineering & 2/13/2018 HETI-18-6004 ASTM E283 Rafael E. Droz-Seda, P.E. Leakage Testing, Inc 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6002 ASTM E331 OR Water Hurricane Engineering & ASTM 547 & TAS 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. Penetration Testing, Inc 202 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 ASTM E330 Uniform Static Air Hurricane Engineering & 2/13/2018 HETI-18-6002 Rafael E. Droz-Seda, P.E. & TAS 202 Press. Testing,Inc 2J13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 ASTM 1304 Rafael E. Droz-Seda, P.E. Test Testing,Inc 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test Description Test Location Test Report Date Test Report# Test Sealed By FBC 1626.2 2/13/2018 HETI-18-6003 (TAS 201 & 203) Large Missile Hurricane Engineering & ASTM E1886 & Impact & Cyclic Testing, Inc 2/13/2018 HETI-18 6005 Rafael E. Droz-Seda, P.E. E1996 2/13/2018 HETI-18-6012 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: No /81'�?�3� 7 =p�� s,, Jalal Farooq PE # 81223 ��S/�JNA�pE�GSealed: 815J2020 AI-Farooq Corporation EB # 3538 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com HEAT STREN'D. GLASS D9J" ncerrayer >v8 TR'.N'D. GLASS 3/6 AR SPACE _- 3/.6" HEAT TREND, CLASS 090 `- te,ioye, T-cslrul PvB B; 4ur—y Ame o - 3/16- HEAT S'REN D. GLASS SFACER - i w A,UM:NiJM (6n63-T;) - z � �N {P. S.L,ONE U �I 5 ONE yl I' [)CWSfI 795 A � q , c�w,L tar., 0 �TNESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. i SHU'TER5 ARE NO. REQUIRED. " � �� ea� `. „aa- RETIES :1000 1LI MINI M OUTSWING EN DANCE DOOP S,NG"�F (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2, STAND ALONE SINGLE SIDELITE SEE SHEET 3 SINGLE AND DOUBLE LEAF DOORS WITH SIDEJTES COMBINATIONS SEE SHEET 4- LOWER VALUES FROM DOOR CAPACITY. S17ELITE CAPACITY OR MULLION CAPACITY WILL APPLY TO ENTIRE. SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRAF'ON RESSTANCE S REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUI REMENTS OF THE 2017 (6TH F_DITION)/2020 (7TH EDITION;' FLOWDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHL). IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BLALDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTAL -LED PER MANUF'S INSTRUCTIONS. SPECIPED EMBEDMENT '0 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/ME-AL SCREWS, THAT COME INTO CONTACT WITH. OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE, INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY 0 THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING TH!S PRODUCT AND SEALING AROUND OPENING FOR WATER INRLTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN .ARE BASED ON •ALLOWABLE STRESS DESIGN (ASD)' FOR EQUIVALENT LOADS IN 'LOAD AND RESISTANCE FACTOR DESIGN (LRFD)' MULTIPLY 'ASO' LOADS BY 1.67 (ASO LOAD X 1.67 = LRFD LOAD), MANUFACTURER'S LABEL_ SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILD!++NG CODE. -_ABE.LING TO COMPL' WITH SECTION 1709.9.2. Gl1S'S TYPE. 'A' WASS, TYPE 'Al, irow,ng no. 18-36F 40 1/ DOOR -FRAME MIC H. ..- 59" Max. OG<JR .')PN6. WIDTH <� 13 1 Ia• MAX. :.,.. HEAD �1 i' - I 3 O II I I' I I 1 _Hr I V, i . SURFACE APPLIED FALSE MUNTINS ORS 29 1/4 " _ DECORATIVE GRILL MAY BE USED D.L. OP6 38 9/'•6` LEAF W-DTr TYPICAL ELEVATION ( X ) ';OTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-0E--219 R If2" !1 _ DIOR RAMS WIDTH 76' MAX. . DOOR l PN.,. WIDTH HEAD & SILL AN,.HORS { a 2 AT STILE & MULLION ENDS - IL m .i` z.: (A) AT 3" O.C. /< a w NI •2MAX 11 i I f" MAX- HEAD IA � � CO RNERS _ u J _ KL In C.� ix fI �_ G__-__ U NOTE: = �z o EGRESS REG IIREMENTS TO 8r, REVIEWE z 3 �- 'Y BUILDING GF1,CIAL. u LNAC .. __I ✓'.fix � r SURFACE APPLIED FALSE MUNTNS OR - ni GLASS D_L.O FORMULAE: DECARATivE GRILL _ I �4 28 '�4 �^ D.Q.O. WIDTH FRAME WDTH - 12,438" (X DOORS) I I I _.PC _. .. J.L OR, MAY BE USED Dt .. = (FRAME WDTH - 22.0")/2 (XX DOORS) { I I I 38 9/16" n D.L.O. HEIGHT = FRAME HEIGHT - ' 1.51Zi" I LEAF WIDTH I i TYPICAL ELEVATION XX f MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF I oLj Sealed: 8!5/2020 0 ---------- -1 - ._ cw,ngno. „ 18-36F j f' ). #'_'w) 1 isheei^2 of tOi Dh ,A LOAD CAPACITI - PSF AN., ALONE SINGLE WELTES 0ELTE FRAME .ACTH It f_HES SDEU•E FRAME r Ib - N HES IEfEf1Ul.,7. REhtrGR! ItiG EX- 1 INT.I-1 2.4 42 �i4 74.3 td 30 36 39 42 84 8a.0 80.0 SO,O 80.0 @0 0 90.J /4.3 80.0 1 80,0 - 74.3 24 3a 36 33 42 91) 8..0 80,0 ev o @a.a 80 80.0 80.0 80.0 74.3 74,3 24 sJ 36 _ s9 y. 80,0 80.0 800 d sec —= — 800 sa.o 80,0 80.0 24 30 36 39 98 @L`.0 80.0 A0.0 80 C �80.0 8-0 80.0 80 0 l ,r > 1 EXT. SIDELiTE FRAME WIDTH _CLASS D.L.O. DIMS. D.L.O. iiMHT (SIDELITE) = FRAME HEIGHT - 11.50" D.L,O. WIDTH (StDELIT£) = FRAME WIDTH - 4.813" NOTE ,i,ASS. CAPACITIES ON THIS SHEET ARE BASED ON ASTM £1300--09 (3 SEC. GUSTS) AND FLDRIDA BU L.DING COMMISS*N DECLARATORY STATEMENT DCA05-DEC-219 9 1 / " MAY 3 1/ MAK i, I I 1 n � I Y 1 --ti . aI f H./ SURFACE APPLIED FA,SE MUN`INS OR 'd" D CORAT'vE GRI,L 36 MAYBE USED 0 L J✓G. TYPICAL ELEVATION ) STAND A, -ONE SIDELITE I Ca o IC Sealed:8/5/2020 18-36F i 1*116" LOAD (APACIII - [�F Sl,'EI ITES WtH SINGLE OR D"VBLE LkADOCIRS SEE NiYE LF'OW) , RAMSC' WIQE.GHr WITINA T 71 "Tif ORCI N EXI W.(-) EX7 INCH, S INCHES 2a Boo mo 30 so C AO 36 82 80.0 00 80.0 8.01 -1—f-10-0 —80 ---t- soo Soo Bo' -8-0 80-0 6- t' G- 42 i 4 80.0 800 -10 Boo 301 800 0 80.0 Solo so'o 80.0 u 39 goo 80. a 80 C 80.0 42 go 0 1 80.0 8,0 800 -4 800 j 80.0 800 Boo 30 800 go 60 L, 80 0 36 go Boo Boo 39 SQ 0 80+C 4[ 77.9 77,9 80,0 a 0. 24 30 36 96 su 0 BO.0 --oo 800 t 800 75 800 ;s. 80 f 80.1 500 Be 01 39 69.7 697 B0.0 ; 80.0 14 86.6 80"0 Soo so.c �'j 1, 98 1 71, 80.0 i 36 65't' RE NIORCING AS REOD SEE CHART Eyt SIOEUTE FRAME VIDT-m -DOOR rRAMF MOTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITEr. CAPACITY SEE SHEET 3, FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALQES FROM DOOR, SIDEUTIE OR MULLION '.,HART WILL APPLY TO ENTIRE SYSTEM. I b, Vt. -1 rL 13COR FRAM: 39 1/16 MAX SIDELITZ hl,'IiH z A C 0 t 0 cr om rx m 0aoQI 10 'altrr wz 2 0 7 < tl g SURFACE APPLIED FALSE MUNTiNS OR 34 1,14 28 1/4" T' DECORATIVE GRILL MAY BE USED 0 L D. L OPG, L' 35 q/T6- LEA, WIDT TYPICAL EL FVA6jjaN 0-xX-0 Sealed: 8/5/2020 Qa, 3ti^43 is d,ow(rg no F1, #2691 TYPICA ANCHORS SEE E EVA '.ON' POR _PA_INO- POURED & HARDENEL HIGH STRENG H GROL I c = 5000 PSI MIN NOT 13Y MR -GLASS MUST TRANSFER SHE, LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO, GROUT; YPiCAI ANt t ORS SEE E A ION`. FOR SPA N : PRPERLY SECURED 1 I AL. AM1L ;RS(1 `•' BY WOOD HULK - WODC` BUCK I EE E:.EVA e NS WOOD STRUCtURE F..,k SPACING t SEE NOTE SHEET - METAL • - — I EDGE DI � ._ cOI;E STRUITJRE r) x >M I I WAL ANCHORS TYPICAL ANCHORS- i '{�" 0 K n? 8 II s SEE ELEVATIONS SEE ELEVATONS 4 0< HA FOR SPACING FOR SPACING _ - _ _ _ - _ _ _ I ON o p- O q. f P.B.0 APPROVED i m NV� O A Ir 2 : CLIPPED MULLION T SEE SEPARATE f-RCIVAL _ 'MR-G.ASS' 1BY OR 2BY WOOD BUCKS AND MFTAL STRUCTJR£ NOT BY MUST TAIN LOADS MPOSED BY GLA 1140 SYSTEM AND RANSPER - - - -- _---_ � �( W THEM TO iHC BUILD4NG STRUC`uRE I P►( AL ANCHORS: SLE. ELEV FOR SPAGNG _ m 1/4" DIA, BY 'DEWALT' (€L-164 KSI. Fy=sag Ksr) TYPICAL ANCHOI,- _ULTRACON+ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES --SEE ELEVATION'_.:-Q FOR SPACING " 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/JAMBS) s THRU 1BY BUCKS INTO CONC. OR BLOCKS :-3/4" MrN. EMBED INTO CONCRETE (HEAD/JAMBS; -1 /4" MIN. EMBED INTO BLOCKS (JAMBS) ? ° —' — DRECTLY INTO CONCRETE OR BIOF.KS j C MIN. EMBED INTO CONCRETE (HEAD/SsLL/JAMBS) v ? 1 1-3/4" M.N. EMBED NTO TROUT -FILLED BLOCKS (JAMBS) .-,. a 3 (GRADE 5 1 /4" DIX TEKS OR SELF -DRILLING CRS SCRF LL c j INTO F B.C. APPROVED MULLIONS S c OR g INTO METAL STRUCTURES (HEAD/JAMBS) x (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS I i- TYPICAL ANCHORS SEE ELEVATIONS -OP SPACING ALUMINUM. 1/8" -TH1( MIN. (6063 T5 MIN.) STEEL /8" THK. MIN (Fy = 36 KS! MIN.) t (STEEL IN CONTACT WI-H ALUMINUM TO BE PLATED OR PAINTED) i CRITICAL EDGE DISTANCE ; NTO CONCRETE AND BLOCKS = 2-1/2" MIN :N70 WOO,) STRUCTURE - t" MIN. ZI INTO METAL STRUCTURE = 3/4" MIN. } WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD SILL OR JAMBS f'c = 3000 PSI MIN lid I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 P51 MIN.mol' DETAILS T Fti E EPH01 [a; .`' .°' �a Asg W = 1/ 4 X 2" LONG WEEP SLOTS i-'. ac_ 81273 \ 6" AND 31" FROM EACH END Sealed: 8/5/2020 ,i jj I�I E I S WL = 1 /4" X 2" LONG WEEP SLOTS AT 5" AND 31" FROM EACH END KX, 18-36F 1/4" MAX. 1/4" MAX _-� I NA } F9AL `ANCHO V.i �'l i-. � —i1 � WOOD BUCK Eyy FE ( ACM, U 13 M II%E I.6AF - - - - rFicA aNcroRs y -� �PAL.h�I, 1 I F SPACING EVI ,:I2I0„R q F7 SFU SL4ET '5 LEAF '& fiTl. LOCKS SEE SHEFT 8 SINGLE' 0,1OR FRAMF W:LTI FOR DESCRIRTION 4' MAX. 4 -3 n L ANCHORS SEF ELEV.:..-_�---.�.,, FOR gPACING I + - f r 1 GA _---� 13 - A(A(int LEAF f '23 k X•I'EIt 10 u.LO. _EAF WIDTH LEAF W CTH f Oj&E DOOR FRAME XoiOT. INACTIVE LEAF 1/4" MAX. SHIM m R i Z 3i 12 d WOOD P"CK I OR `< WOO� STR K, JRE S a I �L _ W tYi4 +I� wzp nl TYRfCAL ANCHORS .i SEE ELEV. Q w p i r II FOR SPAC?NG � J Z � n O '— G ¢ e _ = O 3 cn o 1/4' MAX. TYPICAL ANCHORS V -SEE ELEV- z o - ..5H;M5 FOR SPACING N 7 5� .f smr DOOR DFLULS I�b I f t ti arose a I Sealed: 8/5/2020 if �: ' 18-36F TYPICAL ANCHORS SEE ELEVATIONS !R ':PAI',Mt PROPERLY SECURED EDGE DIST 18Y WOOD BUCK ,47 4. i TYPICAL ANCHORS I� i SEE ELEVATIONS ii i1 FOR SPACING 26y WOOD 9UCk OR E GL M$,;' - ' WOOD STRUCTURE SEE. NOTE SHEET 1 ME'.AL STROC'I URE I EDGE 'Sr '--- Z AP R^LUONvcD PPrO M a EE SEE. SEPARATE APPROVAL 0 N,- �I II TOPICAL ANCHORS ONS S SEE ELEVAT D�::: FOR SPACING TT E EL A T HORS CI SEE E_EVAT:OM1S i FOR SPACING � 7( �U 11 I 0 0. O < .a I dJ rJ '; /a" MAX. SHIM _ fi.. l 1� TYPICAL ANCF{ORS n SEE ELEV o FOR SPACING 43 M 2 . ! O y iI f r i Il_.. �_, Z m 1 I G TYPiC,;AL ANCHORS .i i m a €i p0) Q #.4 Pr 2 �) -'SE.E ELEVATIONS •-�_..—__....._. 1 I FOR SPACING _ rJ "K I s' s - S'LF R:LUNG SCREWS fi �21 AT 3 1_/2" FROM ENDS - y AN, 12U.C. MAX. `- 01 rl L. OPG 13 ;_EAF WIDTH - r ---.--.J ;14EL E. FRAME W:EITH DOOR FRAME WIDTH MAX FRAME WIDTH ED STRENGTH. T & GARDE STRI io ENGFH NECC•ROUT TYPICAL ANCHORS 1B'Y I•' SOOG PSI MIN FDR SEE ELEV. _ /d" MAX WOOD BUCK HY MR —GLASS - '. SH:M 1/4' MAX. /A" MAX ! . TRANSFER SHEAR —� --SHIM i TO STR;IGI'l1RE i _Y „ HEARING 28� WOOD B;000K // TYPICAL ANCHORS _ Pi..AL SEECE Ev --. tO I O SH.IMS WOOD STRUC.VRE — FOR. E, ACING - FOR SPACING m ,NAL TO GROUT) SEE no SHEET d _. [[ ELITESiUDETAILS N y o jC1 'P1222 r ExT. FXT t7roW rg ne. I TYPCAL ANCHCRS SEE ELEVATIONS' ? S-36F FOR SPACING__ 7 of O__ (sheet , 1.0( K!" ACTIVE LEAF 7 POINT LOCK ASSEMBLY DI01-6065 BY INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT NACTINVE LEAF AT STRIKE PLATE ;k 1/2" DBOLTS WITH 5/8- THROW (1) AT TOP ENGAGING HEAD AND (:) AT BOTTOM ENGAGING FRAME. SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK rANDLE LOCATED AT 42-1/2- FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY By INTERLOCK USA INC.' 1,12" DIA BOLTS WI 5/8" THROW AT TOP AND i3OTIOM ENGAGING FRAME HEAD AND FRAME SILL 114ROW BOLTS ATTACHED TO LOCK By 3/8- CONNE,,IIN(; ROSS LOCK LOCATED AT 42-1/2- FROM BOTTOM DOOR +iANQLES SURFACE MOUNT METALLIC HAN1_,S AT 42-1/2" FROM 80170M FASTENED TO ACTNE AND NAC-IVE LEAF LOCK STILES WITH (2) 1— ,14-20 X 3/16" CONE HEAD MS �4) !/4 -20 X 1/16S;1 SCREWS AC, MIE_LLAF SURFACE BOLTS BY 'SULLVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 65' FROM BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4' FH SMS (2) SCREWS PER BOLT JN8CTA LEA CONCEALED FLUSH BOJS By 'SULLIVAN & ASS- - MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 28' FROM TOP AND 12" FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4 . FH SMS (2) 'ER BOLT HINGES 7-1/2_ LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC AT 8" FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF FASTENED TO FRAME WITH (6) #10 X 3/4" FH SELF DRILLING SCREWS FASTENED TO LEAF WITH � #10 X 3/4- -H SELF DR.LUNG SCREWS SEALANTS: ALL LOONTS AND FRAME CCNNECTc*NS SEALED WITH WHIrE/ALUM-NUM COLORED SILICONE 1, f: N1 0 lluRT 0 RLQI), DESCRIPTION MA FFRIAI MANt,'SL PPLjER,'I?F4AXK1 E3008 AS REQr; :D,:OR FRkmF HF40/s L_ 60153 - I - ----- - - 2 EIQ 18 AS REOD COVER '16 3 L3006 AS REDD 4 F 3uT A, PEOD. 0 1 RahCL nMB 6DE,3 - I E SsIDTOTE TOP & 30r`,1M AME SOELITIE JAMB PEMALE 606,3-T6 SOELITE JAM E MALE 6063- T6 ......... . z;QfLITE SOP ON JAMBC,063-T6 LEAF TOP & BOTTOM RAIL 6 -11, Il- H_ BOTTOM -0- VI 6063-46 LEAF W STRIP ADAPTER $063-16 L3007 AS RE -OD 6 E3009 AS REDO C3010 AS REDD E300i AS REDD. 84 E3_62c A—S Rio_07 9 13005 AS REDD, 10 __.E3002 AS 11 E3003 AS REDD. 12 E3004 AS REDD LOCK SIFE 6063-T6 ASTRAGAL STILE 6063-76 E3014 AC P.EOD. SNAP COVER 6063 - T5 14 E3013 I S!DELITF MULLION REINFORCING 6063-76 15 E3015 AS REOD. SHEAR BLOCK 6063_T :6 3" iDNC 16 E3016 AS REOD. SHEAR BLOCK NUT 6063-T6 h NGf BACK UP ELATE 6063-T6 I" _DNG -6A E3016 / HINGI F-122' LONG 0 FRAME. 4-3/4" 0 LEAF '7 E9001 AS REDD. _ GLAZING BEAD (LAM GLASS) 6063-6 17AE9002 AS REOD 18 E3012AS REDD. 4 G30- 1, As REOD. 20 G10-04 AS RE00 GLAZING BEAD (,NSIjL- LAM, GLASS) 6063-T6 INTERMEDIATE HORIZONTAL LATER OR CLAZING SPACER SAN-OPRENE EXTERIOR GAZING GASKET SANTOPRENE fOURI METER 70j_, SHORE A 1DUROMETER 70tS SHORE A 2" G30-02 AS REQD_ IDOUBLE FIN AIR SEAL W, STRIPPING SANTOPRENE IDUROMEIER 70±5 SHORE A 22 W71325NK AS REDD. G10-05 AS REQ0. 24 - 2/ LTE 25 1107 3/ LEAF 2 5.A #10 X 3/4- 26 #12 X AS REOD 27 3/8 X AS REDD PILE W'S7RIPPING WOOL 9L_8 W'STRIPPING SANTOPRENE SE—ING BLOCK !/a- X I- X 4- LONG EPDM BU-71 HINGES ALUMINUM -INGE INSTALLATION FASTENERS ST, STEEI, FRAME ASSEMBLY SCREWS ST. STEEL SHEAR BLOCK FASTENERS ST STEEL U-TRAFAG Epom !A! 6' FROM, EACH END. OUROMETER -5; ISZ1VAN & Ai C. HWH SMS !HEX SOCKET HEAD SCREWS 28 #12 X 112- AS REOnn ;,?LOCK FASTENERS ST. STEEL 1HW4 SMS Sealed: SWC20 7� FL #26942 -080 2.012 ll 1.,589 _ a U00 C -f2 FRr. 4r. HEAD/;IL,. - 4 000 '3 39 ;;IDF_L!T TOF & BOTTOM FRA,AE �5 u; SNAP COVER 2,027._.. i i �. _.. 4.02 Tv 0 _ i` 2 18C DOOR FRAME ,IAMB 4.750 3125 K ; _ AF TOP/ L30-TOM RAIL 4.50..__-.. .� 080 TYP. r Ins 1 `1l j HINNGE STILE 5.698 (080 Ty LOCK STILE -- 5,598 t 538 •' '. 6.33 •. (1%� GLAZING BEADGLAZING BEAD IN3UL LAM. GLASS nfa ,45 9 LEAF N' R'F' ADAPTER li _ osc 2, 100 I� 8 250 INTERMEDIATE HORIZONTAL 300 tsir _-.080 TYP I 3800__-_.. _ Lf SHEAR BLOCK NUT �t2`) ASTRAGAL STILE Ii6A1 HINGE BACK-UP PATE r1A'i 1 713 <_ _._ 2524 . .936 F a .:.. 8 r-1 tt ,aa r r p. u 4.020_ 4.020 .D80 ` �111 t 813 � 1 5� SIDE11TE JAMB FEMALE 8; SIDEL,TE JAMB MALE � �7''� SIDEUTE JAMB COVER 241 FRAME COVER 9200. — 1.803 — HIGH BOTTOM RAIL S07-L TE RFINFORt.:NG 188 !, ro m 197 Ot _. 1 608 a Q to ` 0 d re G Ii 15, SHEAR HIOIC 1 l aaa,y .i 10ao� 10s j[ i� Q w a Ii f� Hof ail 1 ..1 z Q W z m >;� nz,z z z �c� ^1 pQ c? v W m I Sealed:8/5/2020 z 18-36F 1' 1_ #.2w 1 sae! 9 of tpl seer -�aRNFB §�� 1 . -j— . _ .)i sazo\ \\.L 18-36F} FL +eGel\ ~ . zee,G