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WS-19-1000Permit NO.: WS-05-19-1000 Miami Shores Village Permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 33138 p/on: Window/DoorReplacement 305-795-2204 Permit Status: Approved Issue Dace: OS/17/2019 Expiration: 11/13/2019 Location Address Parcel Number 49 NW 108TH ST, Miami Shores, FL 33168 1121360110280 Contacts Valerie Soto Owner BEST HOME PROTECTION WINDOWS Contractor 49 108 AND DOORS INC YASMANY IGLESIAS Business: 7863713126 bhp@bhpwindows.com Ins e Description: REPLACEMENT OF 11 WINDOWS AND 2 DOORS TO Valuation: $ 14,236.00 Requests: Inspet>2-a9 ction Re REPLACE PERMIT#WS-4-17-1071 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $3.00 Scanning Fee $12.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $265.50 Payments Date Paid Amt Paid Total Fees $265.50 Credit Card 05/06/2019 $50.00 Credit Card 05/17/2019 $215.50 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 Vkage. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate ps a required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. O )l(DAVIT: I certi at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reti Wction a ning. Futhermore, I authorize the above named contractor to do the work stated. Autho iglure: Owner / Applicant / Contractor / Agent Date May 17, Page 2 of 2 Miami Shores es Village Buildin De artment g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No. Sub Permit No. gECEIVED AY 0 6 2019 B FBC 20 w s-OS- t9 -►ago ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A Q N W (O 4a S� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: \I- 7-\310 ­011 ^ OZOO Is the Building Historically Designated: Yes NO V Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):y A'Lezl e' sc+-o Phone#: `l 182 i -113 ✓ Address: L401 rjw Ord h City: 15VcO LJ�� State: Zip: 3 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: "ES; [9&0V1F`A QV43 W 1i Phone# Address: 13 S_ rZ. G LJ `� (o I„Acts1E�, City: M 1 kchx State: V_A� Zip: Qualifier Name: Y "*A ,N Y _� fo li b Phone#: _-�tg (v 3_�-OLA 2-4o State Certification or Registration #: g 124, 1 I> 11152031 Certificate of Competency #: DESIGNER: Architect/Engineer: l -U- r-Nrzo©Q wa-eOgA'n a1J Phone#: -22v05 Z 6Ll e I Q 0 Address: G 3 Loo S OV3 0151- lt>y- 0"UTAV ZZo City: V-' I J�-M I State: r- L Zip: -!'31-1 3 Value of Work for this Permit: $ V}23 (o. d0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Description of Work: _TQ I,I wI VzDcDuJ-ca Z p Specify color of color tthru tile: Submittal Fee $ '�,Z) - (u Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF DBPR $ ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE SJMM ZI S • S� (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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Si nature Si !; Vol natu g OWNER or AGENT The foregoing instrument was acknowledged before me this day of IA' 19 (1� U 20 Lo by \)A,L l 1g �C71-C� , who is personally known to me or wW has produced ideri icatlon and who did take an oath. Sign Seal: �Ov • Notary Public State of Florida Ernesto Sanchez < My Commission GG 208479 �Qa r► Expires 04/1812022 APPROVED BY 3/ 6/1, I CONTRACTOR The foregoing instrument was acknowledged before me this 2-3 day of Ar 'Prl/1 U 20 L I by �1�o'MbtW)4� J,(o(.11Aciwho is personally known to as me pr who has produced and who did take an oath. PUBLIC: Sign: Seal: 011" Notary Public State of Florida ,, Ernesto Sanchez �= • My Commission GG 208479 a Expires 04/18/2022 ******************* Plans Examiner Structural Review as ************ Zoning Clerk (Revised02/24/2014) J7_-� BHPWindows - -+-And Doors «w + - -— -ram •-�.—• +•- • + . +•� • +•- • + • - 13872 SW 46 Lan _ 0 J • • • • • • • • MIAMI, FLt33175 _ _u_ # + } L ��+• - -+.` • • .' •-*• i _ _. _� • • - ? + 1 + + 786 -t371 - 3126 a _ CLOSET _ 04 / 23 / 2019 MGe, CLOSETw � t Mr.Glass Series 3 0 I es 300.LM Mr_ lass-SeriQs.300•L s • • Mr Glass Series 300. LMI O m U = } _ 36 X 81 52 3/4" X 38 1/4" �- HR;XO • _ _! • . • • • HR XO - t HR XO - - N ¢ 52 3/4'-X 50 1/2" 52-3/4" X 50 1/2" _ FL # FL26942 ` - FL # FL20359-R2 '~ FL # FL20359-R2 »-� - * + - FC # FL20359-R2 " f L + _ 1 �. +-_ y.-.}_ .�•.. ,., . • .• • BEDROOM 1407_7 0 r -�- + • • • •-•.• ••- _ z �+ z + KITCHEN- --------- Mr Glass Series 300 LMI :� r _ r - - - j �--------- ` --�--; -+ _` `,. HR OX381/4" 36 FL # FL20359-R2 U. BATHROOM _ ui - -_u1 ----- ----- FAMILY ROOM _ "- y - r }rtO--O- f 4- W _ -N _ ' r - _ + " Mr Glass Series 300 LMI, ul _Q ! - seua-ew HR XO i ' T _ f - AIR ' •. 36 3/4; X 38 1/4" } GARAGE t + 3 + FL FL20359 R2. -rE- -co a r� LIVING ROOM- -r s - - » 4 r BATHROOM Z -3= + « + _ f ZI {{ Mr Glass Series 300 LMI }1 HR XO -« r L _ f 45" X 33 3/4" r ._ _ __ . , y FL # FL20359-R2 -ENTRY y } �- +� �- Mr Glass Series 300 LMI HRXO L _« _ y 52 3 4", X 50 1 /2" { - Mr Glass Series 300 LMI -+ r _ _Mr_Glass,Series,300 LMI_ FL"#FL20359-R2' - r s HR XOX ! . HR XOX•---.+_-+. -- 110 1/2" X 62 1/8" t +-110-3/4"-X 501/2" + -' BEDROOM + -� FL # FL20359-R2 + j -FL # F 0359-R2--•4--- + a. -" LOSE + Mr Glass'Senes`3000 LMIFD rn - 37 1/2' X481 1/2"�' -+. i --� FL # FL26942 i -Mr Glass Series 300 LMI- - y !� + - FL X 33035 H2 XO Series 300 LMI T i + a Mr Glass Se FL#FL20359-R2 .4.- 4 + r + f T - —+ - -a. =- FL-#'FL'20359-R2 -*-'-+- ---" - WINDOWS.- 1 .r _. i-- _ t r - F--i-.:._;_p_..:_ a_« .� -B-DOORS "--+' +- + e---�-+-r-r -r-+- f T - --•f-r +-- -}--.. -r- .�F- + {.- + . i . j. - w 1 z A , + r-. _-._L-•._-..__ _ i .'--F r %-% Us• • l CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 113972-7932 Date Requested: 4/10/2019 2:11:02 PM Client: Ernesto Sanchez Mailing Address: Alberto Iglesias Best Home Protection Y & A Builders, Inc Windows And Doors 13331 sw 132 ave # 1 13872 SW 46 Lane Miami, FL 33175 Miami, FL 33186 Project Address: 49 NW 108 ST Job Name: VALERIE SOTO MIAMI SHORES FL 33168 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 1.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) Zone 4 Zone 5 10 +40.1 -43.5 +40.1 -53.6 . . .... ...... ZONE 4i� dw10%0;6;'ST:HORIZOr1T!►;.OIMENSION•• ZONE 5= HEILiHT -M-PQR 6LOPE0'R'OOP IS TH L- WPAqO ROOF HE ••• • • • H .... .... . . .... .... ..... ... .... ..... ua. .. ..�..: d d ..�. Valid Only with Engineer's Seal jAPR 1 fl/2019� ti r CAN (EB) #3538 © 2019 , Copyright AI-Farooq Corporation lProfessional egulation b" �,� �� ��� -r =�'�+Da7R NOe4 ABOUT DePR DBPR D1a 1710 N7 CONTACT D8111 dbpr a (- Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application W > Application Detell III FL * FL20359-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved ❑ Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ullses@mrglasswindows.com Authorized Signature Ulises Senarls ullses@mrglasswindows.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email • • • • • • •••• •••••• Category Windows • • • • • • • • Subcategory Horizontal Slider • • • • • • • 0 • • * . • • • • . • Compliance Method Evaluation Report from a Florida Registered Arblyect or a Llcenii; Florlda Professional Engineer • • • • ❑ Evaluation Report - Hardcopy Received 0000 • • • • • •; • • •••••• •••• • ••••• Florida Engineer or Architect Name who developed •• •• Javad Ahmad •• • •••• •• • the Evaluation Report • • • • • • • • Florida License PE-70592 • • • • • • • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • Quality Assurance Contract Expiration Date 08/27/2025 • • ; • 00. Validated By Ammad Riaz, P.E. 0; 0 El Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS-Serles MG-300 Alum Horizontal Slidlna W!ndow (LMI-SMI)-CI 2017. Ddf 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 Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 SummarV of Products FL # Model. or or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile Impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS-Serles MG-300 Alum Horizontal Slldina Window (LMI)-2017 DWG W16-26.Odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]avad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports combination and Installation details. FL20359 R2 AE SS-Serles MG-300 Alum Horizontal SIldIno Window (LMI) -PAE 2017.odf Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile Impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL20359 R2 II SS-Serles MG-300 Alum Horizontal Slldina Window(SMI)-2017 DWG W16-28.Odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verlfled By: ]avad Ahmad PE * 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-28 for span vs, load Evaluation Reports combination and installation details. FL20359 R2 AE SS-Serles MG-300 Alum Horizontal Slldina WIndow(SMI) -PAE 2017.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-1824 • • • • • • The State of Florida is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Aa1'emer ✓ :: Refund,g&II&Ir Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publi! request, do notterfid ela&wlc mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.48j.L3� ss , nt to Section j55.275f 1), Florida Statutes, effeWve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emaTil dreIf they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wisb 1pdgPply a personals please provide the Department with an email address which can be made available to the public. To determine If you are a licensee uroer Chaptgs 455, F.S.4please dicibbu . Product Approval Accepts: • • • • 0000 Credit Card Safe I — t/A' WINDOW WIDTH (4) ANCHORS 6' MAX. AY MTG. STILE ENDS AT 4' O.C. MEAD/SILL E _ _ _ CORNERS D II jL-----__-��- ----II- -11- 7 ° 7' u 11 It7 E II h1 11 II K=== >' gto to I J II It a W — -__II 11 11 L____7I ILL_1J -n-- - -rr�-- ••F--- 11 li II ii • • 1'- II II • •• JL---II -�L • -,T--- 1' • • • • B ,I LA • 32 3/8- 48 11/8' • • ' D.L. OPG. D. L. OPG. • • • • m 37 3/16- • • (2) ADOL SEE CHART ON SHEET 4 nUVJ/ A CORNERS g c 7 m ns na => B 6 43 3/8' EI EVATIONS I� 46 3/16- it.bitD UNITS VENT WIDTH SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. (4) ANCHORS _--�AT MTG. STILE ENDS AT 4" O.C. MUNTINS CE APPLIED) o '� p lj ' 43 3/8" D. L. OPG. iP r w� D: To a In THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 OD J �, SHUTTERS ARE NOT REQUIRED. 3 LL n i g cDo� N 0 Go m APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1EFY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • AND NST PER JCS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • MV2yL Bf• D WALL DRESSING OR STUCCO. • • MOAT! DtlRATAN INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • AIL SWIMS:Tt $E HI%IMPACT, NON-METALLIC AND NON -COMPRESSIBLE • • MATtRUALS4tNCL:JDI"UT NOT LIMITED TO STEEL/MEIAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG, CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPE(WX PRWMT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • OF• STQUCTURE•REW� A T}y?5� PRODUCT AND SEALING AROUND OPENING FOR • CQND(@IN r* NOT F IN E ETC. Dd • WilIK (NFI NOT IN IS DRAWING ARE TO BE ANALYZED SEPARATELY, • ATE 78 BE REIN TIDING OFFICIAL • • MAN9FACTUREFS•L11BEL 9ALL 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. 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 MAUD IF ALTERED BY ANY MEANS. C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WEL BECOME THE ENGINEER OF RECORD (E.OA ) 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 LATTER TIME SITE SPECIFIC DRAWINGS- FOR RENEW. - D-THIS P.E.D. SHALL BEAR THE DATE AND ORICINV. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 LY� �NAN lb.70S02 ••, • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • ••• • • • ••• • • crowing no. W16-26 111 7/8' �u WINDOW WIDTH tO b (4) ANCHORS 6' MAX. AT WTG. STILE ENDS 3 HEAD/SILL A �AT 4' O.C. FALSE MUNTINS Z F a CORNERS 8 - - _ - (SURFACE APPLIED) r MAY BE USED IU R al C S Sj WIC 7 e) �', '30 Ll J Z I m� 3 32 3/8' 32 3/8' 32 3/8' ; S I L D.L. OPG. D.L. OPG. D.L. OPG. o u i z S) 37 3/16' 37 3/16' VENT WIDTH VENT WIDTH W b N � � 127 5/8' g v M g WINDOW WIDTH °D Li o 3LL ~ 8' MAX. //-(4) ANCHORS Z } HEAD/SILL A __ / AT 4' D.S. ENDS FALSE MUNTNS O J CORNERS 6 - _ _ _ (SURFACE APPLIED) VI, K W J - MAY BE USED O C `q 7 - - �� io • • • • • • • •/11111111 32 3/8' 48 i/8' 3! 3/8' • • • • • • • D.L. OPG. D.L. OPG. D • • • i i' • • • • • • • �''' drawing no. 37 3/16' 3! 6' • • • • • • • • W 1.6-26 VENT WIDTH VENT WIDTH • • • •'14'PICAL•ELEVATIONS '�i D�'��\` TESTED UNITS FL #20359 ''A Sr/��A�\``` sneet Z or to it JI G II I II II / a II II I 11 1 11 ;1 II I 'I g 6 .I I. u u u u n u • II II II 11 II I II •II II • 11 B 'I I' • • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" HEAT STREN'D. GLASS .090" Interlayer rTroeifd PVB �By 'Kuroroy America, Inc.' 1/8" HEAT STRENID. GLASS SILCONE % DOW 795 `I AT 1/4 POINTS ON UTES W YY WIDER THAN 38' ONLY SJ.A�_T1LpE 'A' 5/16- OVERALL LAM. GLASS 1/8- TEMP. GLASS �-1/4- AIR SPACE 1/8' HEAT STREN'D. GLASS 090' Interlayer 1 TroKPVB �8y'u Kroroy Americro, Inc.' 1/8- HEAT STREN'D. GLASS rSILICON1' rs \By - HEAT STREN'D. GLASS 0II IMerlayer Tro0ol PVB 'Kuroroy America• Inc.' 3/16- HEAT STREN'D. GLASS ISILICONE DOW 795 512 AT�1/4 POINTS ON LTTES WIDER THAN 36' ONLY GLASS TYPE 'R' 7/16- OVERALL LAM. GLASS -1/8- TEMP. GLASS 1/4" AIR SPACE �3/16" HEAT STREN'D. GLASS 090' Interh*w Troeifol PVB 1 �By Kuraroy America. Inc.' T-3/16' HEAT STREN'D. GLASS � S—NE I DOW 795 z i � � 4 n I 5 ! � � n 3/16' HEAT STREN'D. GLASS 090" I terloyer `SentryGloe By 'Kuraray America. Inc.' 1 r-3/16' HEAT STREN'D. GLASS ` AT� /4 �NTS ON LITES WIDER THAN 36" ONLY GLASS TYPE I 7/16' OVERALL LAM. GLASS -1/8" TEMP. GLASS 1/4- AIR SPACE 3/16' HEAT STREN'D. GLASS 090' Interlayer Sent las aoy 8-3/16" HEAT America, STREMD. ,GLASS POINTS @'�I( " 111 TS � - AT 1/4 POINTS � AT 1/4 POINTS a ALL SIZES O� ALL SIZES p1 � H ALL SRES • GLASS TYPE 'AI' GLASS TYPE 'RI' GLASS TYPE 'CI' - 11/16' OVERALL INSUL LAM. GLASS --- - 7/8' OVERALL INSUL LAM. GLASS - - - 7/8' OVERALL INSUL LAM. GLASS c •. GLAZING OPTION j1pi • • • • • • • • • • • `IIII11111/Tf7j I/4" AIR SPACE CONSISTING OF: d 'DURASEAL' EDGE SEAL SYSTEM _ No.70592 = ;• BY 'OUANEX' • • • • • • • • • • • i 4 drawing no. • • • • • • • • • • • • • !'., A �!rs�OldAl`� sheet 3 Of1O FL #20359 f Tfllllll\\II ••• Sealed: 1/122018 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES FRAME DIMS. 'A' k 'Al' 'B' At'B1' C. k 'CI' FRAME DIMS. 'A' At Al 'B' A,'BI' 'C' A, 'Cl. FRAME DIMS. 'B' k 'BI' 'C' k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 9R.(-) WIDTH HEIGHT 26-1/2' 37' 53-1/8' 63' 74' 84' 96' 25" 80.0 80.0 80.0 80.0 90.0 140.0 24' 38' 48' 60. 72" 84' 96" 24' 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2' -11/16 83-1/4' 94-1/4' 26' 80.0 80.0 $0.0 80.0 90.0 140.0 80.0 50.0 80.0 50.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 60.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 90.0 90.0 140.0 55-1/2" 9-11/18 83-1/4'-3/8' 94-1/4' S0.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 28-1 2" 38-3/8 ' 80.0 50.0 80.0 $0.0 90.0 140.0 24' W. 1. 60' 72' 84' 98' 36" 80.0 80.0 80.0 80.0 90.0 140.0 37" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 90.0 90.0 140.0 140.0 80.0 80.0 80.0 $0.0 90.0 140.0 55-1/2' -11/16 53-1/4' 94-1/4' S0-5/8' 53-1 63' 74' 84' 96' 80.0 8D.0 80.0 80.0 00.0 14010 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 $0.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 M.0 55-1/2' 9-11/16 B3-1/4" 63' - - 80.0 00.0 90.0 140.0 - I - 80.0 80.0 90.0 140.0 26-1/2' 37' 80.0 $0.0 80.0 1 50.0 20.0 140.0 24' 36' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 60.0 80.0 I 60.0 I 90.0 140.0 80.0 $0.0 80.0 80.0 90.0 140.0 55-1/2' 74' 53-1 8 80.0 80.0 80.0 80.0 90.0 140.0 1 48' 60' 72' 84' 98' 48 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 i 63" 74" 1. 96' 50-5/8' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 _ 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 SMO 80.0 90.0 140.0 80.0 60.0 80.0 80.0 90.0 135.7 80.0 80.0 80.0 80.0 90.0 140.0 - - 90.0 80.0 90.0 121.4 - - 80.0 60.0 90.0 128.0 26-1/2" 37' 53-1/8' 1. 74' 1. 98' 63" 80.0 80.0 60.0 80.0 90.0 140.0 24' 36" 4B' 80' 72' 84' 96" 60" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 50.0 50.0 80.0 50.0 90.0 140.0 80.0 80.0 90.0 80.0 90.0 140.0 80.0 80.0 80.0 90.0 90.0 140.0 80.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 1 140.0 $0.0 80.0 90.0 80.0 90.0 126.5 80.0 50.0 80.0 80.0 90.0 136.5 80.0 00.0 00.0 80.0 90.0 111.5 80.0 $0.0 80.0 80.0 90.0 117.0 - - - - 90.0 97.5 - - - - 90.0 102.4 26-1/2' 37" I 53-1/8' 63' 74' 74" - - 60.0 80.0 - - 24' 36' 48" 110' 72" 72' - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - $0.0 80.0 - - - - 80.0 90.0 - - - - 50.0 80.0 - - - - 60.0 90.0 - - - - 80.0 80.0 - - - - - 90.050-5/8'90.0 < 140.0 48 - - - - 90.0 140.0 L74 63" - - - - 90.0 140.0 f72 60 - - - - 90.0 140.0 - - - - 90.0 132.7 - - - - . 90.0 140.0 - - - 90.0 125.0 - - - 90.0 128.0 •• ••• • • • • • •• (1/2W) (i/2W) • • • • • • • • • • •• • • • • ••• • DESIGN LOAD (XO CAPACITY OR OX SIZES) - PSF u ; 1 U FRAME DIMS. GLASS TYPES 'B' A, 'Bl' GLASS 'C' k TYPES 'CI' Z y F "1 f 1 Q 4 NWI C' ^it O C 8 LL V qqq 01 C ` Q LL = _ . E Q 61. 0 BOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 54' 63" 72" 81 " 90. 24" 80.0 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 80.0 $0.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 54' 83' 72' 81" 90" 36' 50.0 80.0 90.0 140.0 60.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 $0.0 90.0 140.0 80.0 80.0 90.0 140.0 54' 1. 72" 81' 90' 45' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 96.0 140.0 80.0 80.0 -- 140.0 80.0 80.0 90.0 140.0 .-. mi J c 3 z O dl Z 0 O Y 0 ^ Z :S � w ON� ; 54' 63' 72" $1" 90' 60" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 $0.0 90.0 90.0 140.0 80.0 80.0 90.0 117.0 - - 90.0 102.4 54' 63' 72' 81" 72• 80.0 90.0 90.0 140.0 80.0 80.0 00.8 t 11.9 50.0 . 0 69.4 - - 81.9 85.9 r7S Op� x N � f !f -0 O OPERATING VENTS TO DE 1/4 TO 1/3 OF THE WINDOW WIDTH c 'XO OR OX' u ••• NDTE: ••• ••t•' ••• ••• OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH • • �- sd Qtl 1]-IIS• $;A Aj 'XO OR OX' • • GiASS• A1.+I1 • • • ROMD ON AWM•E1800-09 (J SEC. •GUSTS) AND FLOFft BUILZIING COAIIMIESIOW DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • )p:••�yGEN '• b � Nm 70592 drawing no. HJ16-26I Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CUSS TYPES •B' k '111• CUSS TYPES •C' k TV WIDTH HEIGHT EXT.(+) 1HT.(-) EXT.(+) INT.(-) 74' 106-1/4' 111" 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 30.0 90.0 140.0 74• 106-1/4' 111 • 126' 38-3/8' 80.0 80.0 90.0 140.0 80.0 50.0 90.0 140.0 80.01 80.0 90.0 140.0 80.0 1 80.0 90.0 140.0 106-1/4• 74"t-00 80.0 90.0 140.0 80.0 80.0 90.0 140.0 140.0 111•90.0 126• 90.0 138.7 74" 106-1/4' 80.0 90.0 140.0 80.0 90.0 129.0 111' 128 80.0 1 80.0 90.0 - 125.7 - 74" 106-1/4' Ill" 126" 74" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CUSS TYPES 'B' k 'B1' CUSS TYPES •CG k bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84' 96• 108" 120" 24' 80.0 80.0 90.0 140.0 90.0 80.0 90.0 140.0 90.0 80.0 90.0 140.0 80.0 Isom 90.o 140.0 80.0 80.0 90.0 140.0 72• 84' 96' 108' 120" 36• 80.0 80.0 90.0 140.0 80.0 $0.0 1 90.0 140.0 80.0 80.0 1 90.0 140.0 $0.0 80.0 1 90.0 140.0 80.0 90.0 140.0 72• e4• 96• 108" 120• 1. 80.0 90.0 140.0 80.0 90.0 140.0 k-0-`0 30.0 90.0 140.0 80.0 90.0 140.0 80.0 90.0 140.0 72' 84' 96• log' 120" so' 80.0 90.0 140.0 80.0 80.0 90.0 140.0 30.0 80.0 90.0 140.0 $0.0 80.0 90.0 136.5 80.0 80.0 - - 72* 84• 96" log' 120• 1 72• 1 80.0 80.0 - - 80.0 80.0 - - 80.0 B0.0 - - 80.0- 80.0 I (1/3w) (1/3W) (1/3w) � o- OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CUSS TYPES 'B' k 'BI' GIA.9S TYPES 'C' k 'Cl' W70TH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/e 111' 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4' 111 • 126• 38-3/6' 80.0 80.0 90.0 140.0 80.0 1 80.0 90.0 140.0 1 80.0 80.0 90.0 140.0 80.0 80.0 - - 74" 106-1/4• 111" 126• SO-5/8' 50.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 50.0 80.0 - - 74" 106-1/4" 111' 63" 50.0 80.0 90.0 140.0 $0.0 80.0 - - 80.0 80.0 - 74• 106-1/4• 74" 80.0 80.0 - - 80.0 80.0 - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CUSS TYPES B' k '111' GLASS TYPES 'C• k 'm. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72' 84' 96• 108' 120' 24' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 1. 108• 120' 1. 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 20.0 140.0 80.0 80.0 90.0 140.0 80.0 $0.0 90.0 140.0 1. 64" 96" 108" 120" 48' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72• 84• 96• 108" 120' 60" 80.0 80.0 - 50.0 80.0 80.0 80.0 - - 11O: 80.0 - - 0 80.0 - - 72" 84" 98• 108" 72" 80.0 80.0 - - 80.0 90.0 80.0 80.0 - - 80.0 80.0 - - ii i -0 o- OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH *XOX' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• NOTE: • • • • • • • • • • GLASS CAPACITIES OI: TWS S@EET.ARE • •• • • • BASED ON ASTM E1300- 09 (deSEC. GUSIS)• • • • • AND FLORIDA BUILDING•COMMSSION • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 � s 3 S + C9 Z z O r W K K M x § cr 0 z_n �oa� N C] uj 2co7 o e u °c ``111111111//1j7' ' drawing no. � FL #20359 ''•S!o�%4111``` \`` sheet 5 of 10 ••• Sealed: 1/12/2018 • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• • • • 0% • • 1BY WOOD Boat . ° ' O MILD's ILIi�i1L.111�I! " ,EDGE DIST. a .' a'.. TYPICAL ANCHORS ° SEE ELEV. FOR SPACING i ,25R X ## N EDGE DIST.II -------------------- METAL F_9-C APPROVED =_______ STRUCTURE it MULL" h MULLION ANCHORS V (� I SEE SEPARATE APPROVAL EDGE OAST. I EDCE DIST. I I f d I II I f U a x O a O�W of a TYPICAL ANCHORS �TYPICAI. ANCHORS TYPICAL ANCHORS O O SEE ELEV. FOR SPACING SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING s S (QFpi LL =�LL L 1 C s WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS J W a Ism ~ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM iIN AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING iiinnn b W1 = 1' X 1/4' WEEPHOLES AT 2-1/4' FROM EACH END 1/4' DIA- ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) o + W2 - 1-3/4' X 3/8' WEEPHOLES AT 5-1/2' FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z END WITH PLASTIC BAFFLE 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS THRU 10Y BUCKS INTO CONC. OR BLOCKS o Jd SEALANTS: 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) g N AT EACH END AND INSTALLATION SCREWS IN SILL SEALED i $ a two, . WITH ALUMINUM COLORED SEALANT. 1-1 2' MIN EMBED INTO CONCRETE HEADS BS 00 / ( / ILL/JAM ) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 3 n 014 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) O INTO F.B.C. APPROVED MULLIONS I 0 w >E °D >: OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O (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.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE - 1" MIN. o INTO METAL STRUCTURE - 3/4' MIN. - WOOD AT HEAD. SILL OR JAMBS- SO - 0.55 MIN. - c u CONCRETE AT HEAD. SILL OR JAMBS Y e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 2 ° a No.70692 FL #20359 •.• Sealed:1/12/2018 • . . . �.. . . . . . . • . • . . . . •• .. . • .. •. ... . . . .• •. . • drawing no. 11 W16-26 11 1/4, MAX. VENT WIDTH 1/4, MAX ^u S© 25 O O SHIMS HIM Z � m 3 8 7 , TYPICAL ANCHORS D.L0. OPTIONAL TO SEE ELEV. K 24 SPRING LATCH FOR SPACING t Z ov O p�,4 u �Q$ zs O 19 -- 27 41 • LL 2 W s 8 17 jot$ , D.L OPG. ' EXTERIOR WOOD BUCKS WINDOW WIDTH o TYPICAL ANCHORS LAYOUT �• OX o Y SEE OX OPPOSITE c FOR SPACING z 3 VENT MOTH MAX. SHIM © O 2S 1/4, MAX. Q c SHIMS "• a0 b 8 7 —SEE ELf.VTYPICAL MICHORS 3 G D.L.O. 24 OPTIONAL TO SPRRINGG LATCH ,a FOR SPACING ING � Z METAL jr ==4p .. STRUCTURE '• 1 ' N o 1 1/4 zoom E-3 L v W 19 19 27 W O 8 17 u lay _a• a o 4 W000 BUCKSBUCKSKSC5 O.L OPG. WINDOW WIDTH _o • TYPICAL ANCHORS • • • • • • • • • • u —SEE ELEV. • LAY0:1' • • • • • • ; • • • `\\\\I1111111IT��' FOR SPACING • • • • • •• ••• •• • • • •• g 70502 s �• S • • • • • • • • • • • • • • • • n drawing no. • •.• •• ••. ••• 'cis' ......°It W16-26 FL #20359 • • • • • • • • • • • • Sealed: 1/122018 • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL F.B.C. APPROVED STRUCTURE MULLION k MULLION ANCHORS EDGE dST. URE SEE SEPARATE APPROVAL 5 O TYPICAL ANCHORS ALT. TYPIC TYPSEES AL ANCHORS \ELEV._SEE ELEV. SEES ELEVAL . FOR SPACING FOR SPACING FOR SPACING 1/4- MAX SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING e� O ALT. L� .1 1/'V . pWp G _ 1IJJ E • • • • • • • • • • • • • • • • • • • • • • • .• ... .. . . . INSTALLATION DETAILS 111A FLUSH FRAME ADAPTER .• ••• ..Ole 010 • • • . • • • • •• • • • •• • • • • •• • • • • • • FL #20359 )P'•• �c+:NaF Na mm • • • Sealed: 1/1212018 • • , • • • m Z y�01 h � � 1 Ell 0 04 � Z Z v � C 3 Y Z o 81 W � IV Vim_ c J I O z 8 M Nuj p 2com S Y i s drawing no. W16-26 sheet 2.648 1.189 821 2.313 1.496 1.502 062 3.166 � 7YP. .062 TYP. 0 VENT TOP/BOTTOM RAIL 1.169 439 2 O FRAME HEAD () FRAME SILL .062 .528 .250 ---� 1.345 G3i SILL TRACK FRAME JAMB TYP. 1.189 U6 JAMB STILE 2.408 !8 I' 9 1.4( t.s31 n VENT INTERLOCK ITEM PART / QUANTITY DESCRIPTION MATICLIAL MANP./SUPPLIER/REMARXS 1 MG203 1 FRAME HEAD 5063-TB - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 8063-1`6 - 4 M0303 AS REGD. FRAME JAMB 6063-TG - 5 M0212 AS REGD. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 I/ VENT FIXED MTG. RAIL 6063-T6 - 7 M9205 I/ VENT VENT INTERLOCK 6063-T6 - _-- 6 MG304 1/ VENT JAMB STILE 8063-T8 - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 600-T6 - 10 MG208 AS REGD. GLAZING BEAD (5/16' GLASS) 5063-TG - I0A MG209 AS READ. GLAZING BEAD (7/16' GLASS) 8063-T6 - 108 MG210 AS REGD. GLAZING BEAD (INSUL LAM. GLASS) 6063-TS - 13 MG305 AS RTEOD. ADD -ON SILL RISER 6063-TB - 1♦ MG321 4/ VENT ROLLER HOUSING h GUIDE CELCON - 1s MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL 17 /10 X 1' AS REGD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS I6 110 X 3-1/2' 2/ VENT FIX. RAL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS REGD. FIN SEAL W SRBPPING - ULTRAFAB 22 E202 AS REGD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH END ZAMAK SULLIVAN h ASSOC. 24A /8 X 5/8' 1 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-TO ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WDW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/18' BOX SCREEN - OPTIONAL 25 - AS REGD. SILL INSERT, 2' LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REGD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 50t5 SNORE A 2.544 --{ J_4. 409 F-O62"'1�69 L is ADD -ON SILL RISER 94 2.766 O FIXED MTG. RAIL .500 .672 1.000 • •• • • 0 • • • • • • • ••• 1.122 • 00 •• • • • • ••• • Q FLUSH C APIIR • • • 2� • SIiL INSET .078 1.42, '1.5D71- .458 .965 .781 o5� • �665• • .781 • �,50• •..65 Mie1 .050 .865 1.029 � • • • I • • • • • � • t.0l6 • • 1,09 • • � • t.496 2U5 SPRING LOADED LATCH GLAZING BEADS FL #20359 NMA 709Y2 t4i d � b $ ll drawing no. ........ p1-..�'1.���\ W1 6-261 • • • Sealed: 1/122018 • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � 1 3 A � J F I I O3ui d�S�� qyqy 06��• W of -+nms 0 FRAME TOP CORNER i J — o v � o VENT TOP/BOTTOM CORNER g co � o J� Y 6 m 2 co m i 0 - U • 3 _ _ O � • • • • • • • • • • • • A ••• ••� ••• ••• ••� ••• FRAME BOTTOM CORNER ``\``11111r'' • • • • • • • • • • • • • • 1 drawing no. FIXED MTG. RAIL CORNER FL #20359 ���QNA►� W1 6-26 rrrrll 1111� sheet10ot10 • • • Sealed: 1/12/2018 • • • • • • • . • • •• •• ••• • SCIS Home I Log In I User Registration i Hot Topics I Submit surcharge I Stats • Facts i Publications I FBC Staff I Bay Site Map ( Links I Search Fbrida Product Approval USER: Public User sttlacriq� Product Approval Menu > Product or Applicaton Search > Application List > Application Detail FL # FL26942 Application Type New Code Version 2017 Application Status Validated Comments Archived ❑ Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Emall 8120 NW 84th St Medley, FL 33166 (305)470-8284 ullses@mrglasswindows.com Authorized Signature Ulises Senarls ullses@mrglasswlndows.com Technical Representative Augusto Arias • • Address/Phone/Email 8120 NW 84th St • • • • • • • • • • • •' •' • Medley, FL 33166 •' • • " • • (305) 470-8284 609000 • • • • • • • • • ` aariasomrglasswlndows.com •41141 •••• •••••• Quality Assurance Representative 0000 • • • Address/Phone/Email 0000 • •; • • • •••••• •••• ••••• Category Exterior Doors • • •• •• • • • •• • •••••• • • • • • • • • Subcategory 9 rY Swinging Exterior Door Assemblies 9 9 i • i •• • • Compliance Method Evaluation Report from a Florida Reglsterdtl Aro tict or a Licensed ; • • • • 9 Florida Professional Engineer •' ' 0 • • • • • ❑ Evaluation Report - Hardcopy Received • 0000 Florida Engineer or Architect Name who developed ]avad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Rlaz, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL26942 RO COI SS - Mr Glass - Series 3000 Alum OS Door (LMI1 - CI. Ddf 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 Date Submitted Date Validated Summary of Products Method 1 Option D 04/19/2018 04/19/2018 FL # Model, Number or Name Description 26942.1 Series 3000 Aluminum Outswing rge missile Impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use In HVH2: Yes FL26942 RO II SS - Series 3000 Alum OS Door (LMI) DWG 18-36F.odf Approved for use outside HVH2: Yes Impact Resistant: Yes Verified By: ]avad Ahmad PE * 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing 18-36F for span vs load combinations Evaluation Reports and Installation details. FL26942 RO AE SS - Mr Glass - Series 3000 Alum OS Door (LMI1 - PAE.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Slalr Stone Road. Tallahassee FL 32329 Phone: 850-487-1824 The State of Florida Is on AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statawnc Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publlc4ecords %quest, do not •e•daeY ionic mall to this entity. Instead, coned: the office by phone or by traditional mail. If you have any questions, please contact 850'427 139% -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a0nail address If theythav one, The emails provided may be used for official communication with the licensee. However email addresses are public record. If you tip n s to supply a�ersorel address, please provide the Department with an email address which can be made available to the public. To determine if you are a li&i1k tic Chapter 40,41I.S., plase dick tom. •••••• • Product Approval Agcepts: • • • • 0 .cMr 0 000000 C �0000 • • Credit Card Safe THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 3000 ALIVMINUM_OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES COMBINATIONS SEE SHEET 4. LOWER VALUES FROM DOOR CAPACITY, SIDELITE CAPACITY OR MUWON CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS 6: 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 UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE REQUIREMENTS OF THE 2017 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. 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. -3/16- HEAT STREN-D. GLASS 090' Int•rlayer _TrosBd PYB By 'kurcray Amsriw, Inc.' 3/16' HEAT STREN'0. GLASS '� �3 20 ` ' 19 Y \ 17 SILICONE mI - 795 J��DOWSIL i rc . m \ 24 GLASS TYPE_A' r_ lima �. A r—• 3/16TEMP. GLASS hpJ F Z 3/8' AIR SPACE n ��I - 3/16' HEAT STREN-D. GLASS 090' p d l PVByer Troslfd PVB 1 By kurcroy America, Inc.' `1 r e7 3/16' HEAT STREN'D. GLASS ul.1 a O M 1 I,SPACER ALUMINUM (6063-TS) I 00it 1 q1 It - /{ r\19 SILICONE r Q u77 at f F n 17 1 of I I f i V Z I 0 Z G o GLASS TYPE 'Al' N Z 3 o -vt5 w 0 En 8ba h o Do 3LLG( OJ.. 1wJ i c0i F TiT •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 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. • • 000 • • • B-THI4 PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF • • • • • • • • A•TEREJ BY ANY MEWS. • • • • • • • • IC-S•E S•ECIFIC PROJCCM SHALL BE PREPARED By A FLORIDA REGISTERED • • • • • • • • • • • ARgInt- MIIGH YRLL BECOME THE --EER OF RECORD (E.O.R.) • • • • • • • • i TyE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER • • • • • • • • Ea THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENG TO THE P.E.D. ENGINEER SHALL SLJBMt TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVEW. ID -THIS P.E_D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESBIOHAL ENGINEER OF RECORD THAT PREPARED IT. 000 • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • c ��o! I FL #26942 .„,b, ! `. M -1, 'NlADEN'' �yC No. 70592 b J_ 149 drawing no. 18-36F 40 1/2- 78 1/2- 5667R FRAME WIDTH 1 j DOOR FRAME WIDTH 38" MAX. I 78' DOOR OPNC. WIDTH j f I DOOR OPNG. WIDTH HEAD do SILL ANCHORS AT STILE h MULLO'I-T. ENDS-7 iS 1/2- � 1 (4) AT 3- O.C. ! 13 1/2' 3' 3' 3 1/2- MAX. j H� 3 1/2" MAX. I I HEAD HEAD/SILL j I SILL I HEAD/SILL ,� (gyp% SILL CORNERS L% I CORNERS I lk // i �✓ / 1� F 1 \ .0',. - ___ ------ I4 � ' \ ❑ 1 O \ 1 I I / ;I __ - tom.=❑ � �< . � il�i � ��: f ACTIVE � � � � I I ACTIVE \ 1 1 / INACTIVE � 1 /I SURFACE APPLIED j�m SURFACE APPLIED C FALSE MUNTINS OR-/ 28 1/4 ev; FALSE MUNTINS OR 28 1/4' 1 28 1/4' i �I = DECORATIVE GRILL L—.— __—.,moo DECORATIVE GRILL - \g MAY BE USED D.L. OPC. v MAY BE USED D.L. OPG. D.L. OPG. - n I n 38 9/16' f 38 9/18- LEAF WIDTH LEAF WROTH TYPICAL ELEVATION TYPICAL ELEVATION ( X ) ( XX ) •• ••• • • • • • •• MAXIMUM DESIGN LOAD RATING + 80.0 PSF • • • • • • (FUR SIZES SHOWN ABOW OR SMALLER) - 80.0 PSF • • • • • • • • • • ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • •• • • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • Z �. 00 `.0. 0 m n c> 19 0 0Il 0� v y( Cf On. 0i t- f .50 , Q W v U m � z 3 Z .- 3 � NOTE: w EGRESS REOUIREMENTS TO BE REVIEWED = S BY BUILDING OFFICIAL. J 8 to rt C3 Z W C➢D�Fi N Kew zeom� GLASS D.LO. FORMULAE: i I I I 1 D.L.O. WIDTH = FRAME WIDTH - 12.438- (X DOORS) = (FRAME WIDTH - 22.0-)/2 (XX DOORS) { D.LO. HEIGHT - FRAME HEIGHT - 11.50' drawing no. '•,,.�5�: • ..mo .. " 18-36F FL #26942 ••• • • • • ••• • • • • • • • • • • SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP STAND ALONE SINGLE SIDEUTES SIDEUTE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITHOUT HEINI+ONCINC ExT.(+) •Tf.(-> 24 30 36 39 42 82 80.0 1 80.0 80.0 I 80.0 80.0 i0 80.0 $0.0 I 80.0 74.3 74.3 24 30 38 39 42 84 1 80.0 80.0 80.0 I 80.0 50.0 80.0 80.0 80.0 1 74.3 i 74.3 24 30 36 39 42 90 80.0 80.0 80.0 I 90.0 80.0 80.0 $0.0 $0.0 74.3 L 74Z 24 30 36 J9 96 80.0 80.0 80.0 $0.0 1 80.0 1 80.0 W.0 I 80.0 24 30 J8 39I 98 80.0 f 80.0 80.0 i 80.0 80.0 I 80.0 80.0 80.0 GLASS D-LO. DIMS. D.LO. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.50' D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.813' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 39 1/16' MAX. SIDELHE YNOTH 13 1/2• MAX. 3• ( HEAD T SILL 3 1 /2' MAX. HEAD/SILL I06 I CORNERS I I I I I I I ,iI u --_- N II 1 II II 1 'I li _I'j n SURFACE APPLIED �✓ I mj FALSE MUNTINS OR 34 1/4' j DECORATNE GRILL MAY BE USED D.L. OPG. n TYPICAL ELEVATION ( O ) STAND ALONE SIDELRE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • ullm ,� �� •'vim o I Na TOW - i- � • - � >t s � k . �drawing no. i FL #26942 sheet 3 of 10) • • • • • • • • • • • • SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE N0TE BELOW) SIDELITE FRAME WIDTH INCHES SIDELRE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) I INT.(-) EXT.(+) I INT.(-) 24 30 36 39 42 62 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 F 80.0 80.0 80.0 80.0 �i BD.0 80.0 80.0 80.0 90.0 80.0 1 80.0 80.0 1 80.0 24 30 36 39 42 84 80.0 1 80.0 $0.0 1 90.0 80.0 1 80.0 80.0 1 80.0 80.0 80.0 90.0 80.0 80.0 1 90.0 80.0 90.0 80.0 I 80.0 80.0 I 80.0 24 30 36 39 42 90 80.0 80.0 W.0 j 80.0 $0.0 _80.0 80.0 80.0 80.0 80.0 1 80.0 , 80.0 no 80.0 90.0 80.0 77.9 77.9 80.0 80.0 24 30 36 39 96 80.0 I 80.0 80.0 80.0 00.0 80.0 80.0 I 80.0 75.5 j 75.5 80.0 80.0 69.7 69.7 80.0 80.0 24 30 36 39 98 _ 80.0 80.0 90.0 ` 80.0 80.0 I BD.O 80.0 1 80.0 71.0 I 71.D 80.0 1 80.0 65.5 85.5 Il 80.0 1 80.0 REINFORCING SIDELITE FRAME WIDTH e� DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3. FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 39 1/16` MAX. 77 7/8` 39 1/16` MAX. �! SIDELITE WIDTH I DOOR FRAME WIDTH SIDELITE WIDTH m 3: 76` MAX. T. b Q ; 13 1/2` DOOR OPNG. WIDTH I I F n 9n MAX. i R 3• HEAD 1i HEAD $ SLL ANCHORS I Q SILL ( AT STILE k MULLION ENDS, 3 1/2` MAX. � (4) AT 3` D.C. Q w N C HEAD/SILL D.C. w O I. CORNERSWTI I Q n I 20 n it // ' � \\ / I Ile _====�F�== I \�� l J LL i F A ' + II 4 � JoS � K I \ / I Qma v ___-- _ -_--- Z oD 53 0 W 4 n / ao b II A I ACTIVE \ / INACTIVE ..1 .. IL 3 z -r N D SURFACE APPLIED I - Imw FALSE MUNTINS OR ` 34 1/4` 28 1/4`" , 28 1/4 34 1/4` z DECORATIVE GRILL d _ I _ MAY BE USED D.L.OPC. D.L. OPC. D.L.OPG. D.L OPG. 38 9/18` I LEAF WIDTH I TYPICAL ELEVATION O_I0(_O� .00 .. .. ... ... . • • • • • • • • • ` � �drowing no. � FI. #26942 '•,,It sn66T t 4 of 10l • • • • • • • • • • • • SEALED 4118/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/8" MIN. THROW BOLT �.` EDGE. aSf. PENETRATION A� 22 O O o-- ' I � I { t l t t p_ o S i I Q to / J�;�] PROPERLY SECURED 2BY WOOD BUCK TYPICAL ANCHORS r 19Y WOOD BUCK OR E �- SEE ELEVATIONS EDGE DIST. FOR SPACING .Il SEE STRUCTUR SEE NOTE SHEEP 1 a .I1 EEDG,EEDDIST�' LA' W TYPIGV. ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING 1B�BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: { TYPICAL ANCHORS: SEE ELEV. FOR SPACING WI - 1/4" X 2" LONG WEEP SLOTS AT 1/4" DLA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) B" AND 31" FROM EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W2 = 1/4" X 2" LONG WEEP SLOTS AT 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 5" AND 31 FROM EACH END ( THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1/4" DUA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS POURED HARDENED ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) HIGH STRENGTH GROUP STEEL: 1/8" THK. MIN. (Fy 36 KSI MIN.) Fc - 5000 PSI MIN. (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) NOT BY MR. GLASS Wt MUST TRANSFER SHEAR • • • • • • • CRTRfJ1L iDGG DISTiAlICE 2 LOADS TO STRUCTURE LOAD BEARING • • • • •IN10 tN(:tEt 4D BLOCKS - 2-1/2" MIN. (SOLID SHIMS • • • • *INTO WOOF 63RUCTURE = 1" MIN. OPTIONAL TO GROUT) • • • • • • • • •IN1t.AIET4 TUi"•RE = 3/4" MIN. WOOD AT MEAD SILL OR JAMBS SG - 0.55 MIN LI - CONCRETE AT HEAD. SILL OR JAMBS is 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. v EDGE DIST. .�i • • • • • • • • • • TYPICAL ANCHORS • • • • • 000 • �- SEE ELEVATIONS FOR SPACING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 �W �I � METALm EDGE DISTSTRUCTURE • { W1A 11 tea 00.WFOa<Z � 11I C)I mix OG�iro�. LTYPICAL ANCHORS ;, ! SEE ELEVATIONS IL o FOR SPACING it _F.B.C___ _ Q gas Q_g jl . APPROVED = Z - IA I I CLIPPED MULUON I I M � a l J I j SEE SEPARATE APPROVAL II I I------ I I� TYPICAL ANCHORS Z `-SEE ELEVATIONS FOR SPACING SO tn M o J M N G 00 O 1A J Z y n w p _j J ... V) d W FL #26942 • i i� DOOR DETAILS `o of .0 L ..0 �y AAt AIII II II%��� c drawing a no. s.,: •-- - _tea../ 18-36F SEALED 4/18/18 f I "o.. W W 1/4' MAX. 3 SHIM e _ _SHIM p n SHIM ( , \2BY WOOD BVCK n' TYPICAL ANCHORS 1 y W000 BUCK I OR / 2 FOR S ACING _ 1S% ACTM LEAF 13 WOOD tE,'SHURE 1 m n SEE NO1Ei SHEET i T— -- � TYPICAL ANCHORS ¢ ¢ • �—oI SEE ELEV. (� 1 C W FOR SPACING i Q it ' I St21 m QC O I EXT. Y1y t16A }� t6 , EXTERIOR 1 ANCHORS tlZ 10 11 23 t- SEE TYPICAL ' Q W i 1 25 I FOR SPACING i METAL SIRUCRIRE_l I D.L-O. I SEE SPEC SHEET 5 LEAF WIDTH LOCKSS = o I SINGLE -DOOR FRAME WIDTH i FOUR DESCRIPTION of O� 8 a� 1/4' MAX. TYPICAL ANCHORS O 4 t SHIMS r SEE ELEV. w 1/4' MAX• I 11 FOR SPACINGSHi Z �.;r� TYPICAL ANCHORS / I) :: SEE EL'- V.. •.. .. '"' 3 w FOR SPACING , 13 ACTIVE IEAF WACTIFE LEAF }} --- I-11 li— ,I II I W I I I + I h ..� 2 i I.nI t ••i • ..1_N1 16 EXTERIOR 11 I EXT.!I c 1&1 I ( �a f0 j (23 25 I •i • • • • • •' • • • • • • I i��I--I 'I—'-'1 LEAF WIDTH • •_!J • • • • • Y clld • • •• • •L TM• DOOR DETAILS) q;bl DOUBLE DOOR FRAf15•wbTH� i • i • • iNo. 70592 • • \```,it 1 i I ��',''\ (�I RI ���•'•.• drowing no. ' 18-36F FL #26942'•,���AL11��i�sheet s of 10) • • • • • • • • • • • • SEALED 4/18/18 • • • • • • • • • • ••• • • • ••• • • PROPERLY SECURED 29Y WOOD BUCK ( OR (� TYPICAL ANCHORS 1BY WOOD BUCK--...V., u r SEE ELEVATIONS EDGE DIST WOOD STRUCTURE /w EDGE DIST j FOR SPACING , SEE NOTE SHEET 1 METAL L i �I. EDGE DISL I' EDGE DIST Z • n ©!N;------------------ I I' F.B.C. APPROVED ~ ~ _ ' I� a� I' CLIPPED MULLION Y F SEE SEPARATE APPROVAL �I O p OR ° IY e) 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS L SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING Oil I Z ! 4 -. TYPICAL A SEE CH ! �— I i, 1 NS FOR SPACING ! ' SHAMAX v 12 X 1-1/2' 7EKS OR $ y1 b DRIWNC SCREWS 3 .. 17 8 21 5 �'-AT 3-1/2' FROM ENDS z O in AND 12' O.C. MAX. I Z fl;z� ij w I ' I 1 NM N 1 I 1 V M o _ _ - _ - - w 00 18 TYPICAL ANCHORS • aT.. + SEE ELEV.m=rTi Z ri I. FOR SPACING i 1 I _ __ W O O C N � I 1 1J EXTERIOR °D 1 K L J 21 I D.L OPG. 14 I LEAF WIDTH �---� SIDELRE FRAME WIDTH DOOR FRAME. WIDTH II m i I I I MAX FRAME WIDTH I P I I I POURED t HARDENED TYPICAL ANCHORS lErY _STRENGTH GROUT SEE ELEV. V' . 5000 PSI M FOR SPACING-y 1/4 MAX. WOOD BUCK MUST TRANSFER SHEAR I j NOT BY MR CLASS SHIM 1/SHIMAP 1/SHIM "off LOADS TO STRUCTURE TYPICAL ANCHORS LOAD BEARING 2 \WOOD B OCRK TYPICAL ANCHORS I SEE ELEV. 1 01 (SOLO SHIMS WOOp� SROUTUR • • • • •SEE•ELEV.• • FOR SPACING ` 1 a I , f 3 1I OPTKkNL ro GROUT) SEE NOTE SHEET �! • • • Fes' �I� �1 SIDELITE DETAILS ICI c ' I �,a mot• ri— • • • • c fie'•'' _._..,.: _....:...:... • • • • In W n• �I.. • � ` � N0, 7OP182 -EDGE DISf. v �rl\\ v ' v ' • EXf. • • • • EXT > drowing� no. TYPII ---: \ CAL ANCHORS • • • • • • • • • QQ^� AL pp•,•• ��� `FOR ELEVATIONS'i; �•.. 0���/ 18-36F SPACING FL #26942 ipIlPdAll`���, ehee 7 io p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEALED 4/18/18 LOCKS: OI_'TION I1; 3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTERLOCK USA NC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' DA. BOLTS WITH 5/8' THROW (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'NTERLOCK USA INC: 1/2' DIM. BOLTS WITH 5/8' THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM SURFACE MOUNT METALLIC HANDLES AT 42-1/2' FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH (2) 1/4-20 X 1-13/16' CONE HEAD MS (4) 1/4-20 X 5/16' SET SCREWS SURFACE BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' AND 68' FROM BOTTOM FASTENED TO LOCK STILE WITH /8 X 3/4' FH SMS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLUSH BOLTS BY SULLIVAN & ASSOC.- 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) PER BOLT HINGES: 7-1/2' LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC.' AT 8' FROM TOP AND BOTTOM. AND ONE AT MDSPAN OF LEAF FASTENED TO FRAME WITH (6) /10 X 3/4' FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (5) /10 X 3/4' PH SELF DRILLING SCREWS SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SIUCONE. ITEM I PART / REQD. DESCREpTION MATERW, MANF./SUPPLIER/REMARKS 1 E3008 AS REDD. DOOR FRAME HEAD/SILL 6093-TG - 2 E1018 AS REOD. FRAME COVER 6063-T6 - 3 E3006 AS REDD. DOOR FRAME JAMB 6063-TG - 4 E3011 AS REGO. SIDEUTE TOP & BOTTOM FRAME 8063-T8 - 5 E3007 AS READE, SD0JTE JAMS FEMALE 6063-T6 - B E3009 AS REGO. SIDELTE JAMB MULE 6063-T6 - _ 7 E3010 AS REOD. SIDELITE SUP ON JAMS 6083-TB - 8 E3001 AS READ. LEAF TOP & BOTTOM RAIL 6063-T6 - 9 E3005 AS READ. LEAF ADAPTER 6063-T6 - 10 E3002 AS REOD. :FLIP HNGE STILE 6063-T6 - 11 E3003 AS REOD. ILOCK STILE 6063 T6 - 12 E3004 AS REOD. ASTRAGAL SOLE 6083-T6 - 13 E3014 AS READ. SNAP COVER 6063-T5 - - 14 E3013 1 SIDELITE MULLION REINFORCING _ 6053-T6 15 E3015 AS REOD. SHEAR BLOCK 6063-T6 3' LONG 16 E3016 AS REOD. SHEAR BLOCK NUT 6063-T6 3' LONG 16A E3016 2/ HINGE HINGE BACK-UP PLATE 6063-T6 8-1/2' LONG O FRMF, 4-3/4' LONG O LEAF 17 I E9001 AS READ. GLAZING BEAD (LAM. GLASS) 6083-T6 17A E9002 AS REOD. JCLAZING BEAD (NSUL LAM. GLASS) 8083-T8 _.. _-_- - — 18 E3012 AS REDD. INTERMEDIATE HORIZONTAL 6063-T6 - 19 G30-01 AS REOD. INTERIOR GLAZING SPACER IsANToPRENE IDuRomETER 70t5 SHORE A 20 GIO-04 AS REDD. EMERIOR GLAZING GASKET SANTOPRENE DUROMETER 7015 SHORE A _ _ 21 030-02 AS READ. DOUBLE FIN AIR SEAL WSTRIPPNG SANTOPRENE DUROMETER 7035 SHORE A --- 22 W71325W AS REGO. PILE W STRIPPNG WOOL - ULTRAFAB 23 G10-05 AS READ. BULB W'STRIPPNG SANTOPRENE EPDM 24 2/ LIRE SETTING BLOCK, 1/8' X 1' X 4' LONG EPOM _ AT 6' FROM EACH END, DUROMETER 80*5 25 F107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 25A /10 X 3/4' - HINGE INSTALLATION FASTENERS ST. STEEL FH SMS 26 y-27 /12 X 1-1/2' 3/8 X 1' AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL_ ST. STEEL AS READ. SHEAR BLOCK FASTENERS HEX SOCKET HEAD SCREWS HWH SMS — -- 28 012 X 1-1/2' AS REOD. ISHEAR BLOCK FASTENERS ST. STEEL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • . . .. . . • . . . .. • . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I�O ' IM • v i _ a� q'al f f ..... - Ko. 70582 �'•' OF •. drawing no.� FL #26942 Ctunlgll-lo sheet 8 of 10 SEALED 4/18/18 •^ -1.830 2.012 -y 080 �TYP. .f12 -. 1.589 .1152 4.000 4 DOOR FRAME HEAD/SILL i 4.000 e '1 080� TYP. 5.750 .098 C i -1.613� SIDELITE TOP do BOTTOM FRAME .736 IF .851 .063 13 SNAP COVER - 2.027 1 G - 1 1 4.020 .80 TYR 7YP. 2.180 I_ I 1 -<+ 1.250 b- �D DOOR FRAME JAMB 7 TYR 4.750 3.800 3.1i 25 !--1.813 ---I t 8 / LEAF TOP/BOTTOM RAIL 4.750 .080 TYP. T- 1.813 I 3.800 -� Cod HINGE STILE 5.598 1.813 2.241 oeo trP.- I� ,, LOCK STILE 5.598 7--� - .080 TYR r � 2.241 1.813 P, 855 21 - r .950 O60 1073 •9�0 1.073 53a'-'+ i ,7 GLAZING BEAD 17 GLAZING BEAD LAM. GLASS I INSUL LAM. GLASS 050 r TYP. 148 1.638--I 9) LEAF W'STRIP ADAPTER 2. -1.813 b INTERMEDIATE HORIZONTAL 241 .055I FRAME COVER �. �.16s 1.2I97 .897 !� 1.608 3.800 �u SHEAR BLOCK NUT ,2 ASTRAGAL STILE 1 HINGE BACK-UP PLATE a SHEAR BLOCK b-1J13 7-2.524-y• .• . • . • . •. .490 o - .854 I ' . . . . . . . �. .100 I I TY .125 I 4.020 4.020 4.020 1.780 3.605 .080 it i . • • i • • I • ,.�13 • • • • • • 1.151 •• --11.026 1.484 l'! SIDELITE JAMB FEMALE (6 SIDELITE JAMB MALE (7) SIDELITE JAMB COVER 14 SIDELITE REINFORCING FL #26942 d n C7 w � Z 1 6 0 3 � � $ 6 Z L.1 En;; m n a ao 0 3C� Z } n w 4l N C, NQ'w .Gm No.70502 �' crowing no. • • • • • • • • • • • • SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• r— - -V of V. U 26 / .v • n� �I-A i" 1%0r / / 0 o �► C•t� � yyZ W m U m O — o 8 � � DOOR FRAME CORNER LL Z 2 w SIDELITE FRAME CORNER y O n S co 0 °p N K'oW 12 III I Ir� is I 1 27 I I iq mt v �\ � No. 7M==o • 4i !• • • • • • • Q drowmg—no. LEAF CORNER FL #26942����sS�,Q„NA�-���`` (sn8 to s o; s • • • • • • • • • • • SEALED 4/18/18 ••• • • • ••• • • Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: va'�,�� cf " " Qualifier/Owner Signature Date V'� 1&I l " % Print Name