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WS-18-2409Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-9-18-2409 Permit IVR Number: 644227 Permit Type: Windows/Shutters work Classification: Window/Door Replacement Permit Status: Approved issue Date:10/09/2018 I Expiration: 03/11/2019 Location Address Parcel Number Project 29 NE 102 ST, Miami Shores, FL 33138 1132060131650 <NONE> Contacts CHRISTIAN ULVERT Owner CHRISTIAN ULVERT Applicant 29 N 102 ST, MIAMI SHORES, FL 33138 29 N 102 ST, MIAMI SHORES, FL 33138 Other:3053363631 Other:3053363631 HOME OWNER Contractor HOME OWNER 1 Description: REPLACE 3 WINDOWS AND 1 DOOR Valuation: $ 2,000.00 Inspection Re nests: 305-762-4949 Total Scl Feet: 0.00 =j Fees Amount CCF $1.20 DBPR Fee $2.10 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $140.00 Scanning Fee $3.00 Technology Fee $1.60 Total: $150.30 Building Department Copy Payments Amt Paid Total Fees $150.30 Credit Card $150.30 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT, I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru 'on d zoning. Futhermore, I authorize the above named contractor to do the work stated. Q Authorized / Applicant / Contractor / Agent Date October 09, 2018 Page 2 of 4I BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department SEP 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1120�8 Tel: (305) 795-2204 Fax: (305) 756-8972 (� INSPECTION LINE PHONE NUMBER: (305) 762-4949 �.F� rBC 201 Master Permit No. V"S i ? —2-10 Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Z ri n a , U Z s� • City: Miami Shores County: Miami Dade Zia• 33/ 3 8 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �. I�Vis�h��►� 1�1� e Phone#: � 3V3� Address: 1A City: I r l W '3 ,n 1 State: Zip: I �U Tenant/Lessee N1ame`:� Email: Phone#: CONTRACTOR: Company Name: Y\wqj Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Z, b 00 , DV Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 19 Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ ci(J Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �>UJCi (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. Signatu OWNER or The foregoing instrument was acknowledged before me this day of 20 1 , by ►A+.1 l% who is pe on n tc me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. �111nn111N///� NOTARY PUBLIC: \���� •10f1d.1F/b,� iii4 a o • 0� * ��i Sign: a o• _ Print: Seal: il�ic's'�d/dX3N��:�'•�'S Seal: �'•......•• 5 �� as '1111111111M1" ***************************** ***** ******************************************************************** <cS 5 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ��LFl�.,�I9 SEP 111018 l 1 l 1 ' � �•f ' is �a.N. D 0 0 R MG3000 FRENCH DOOR • J l� M Q Z x • • • • • •••••• WINDOW MG 300 HORIZONTAL ROLLER WIN D 0 W -5U r- l u RECEIVED OCT 0.4 2fl18 top ALwFAROOQ CORPORA'T"ION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT • • • •• Client: HOMEOWNER Project Name: CHRISTIAN WULVERT RESIDENCE Project Desc.: 29 NE 102 STREET MIAMI SHORES, FL 33138 AFC Number: 17-1345 Design Criteria: i, Florida Building Code 2017 Building Height (ft.) : 15 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: .. • ...... .... ...... Data:• Oct 1.30 V • • • • jngiiZeered B;:TM • • • • • Cliecled B • i- ...... 00000 . ...... - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. 2 2018 - No portion of this document may be used or reproduced in any manner. ' / Unless authorized by signing professional Javad Ahmad, FrE. FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooQPafceng.com HOMEOWNER WULVERT RESIDENCE Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 29 NE 102 STREET Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 MIAMI SHORES, FL 33138 Exposure Category C Horizontal Dimen. of Bldg. (ft) 47.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kh 0.85 Coefficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @z lqz] (Ib/ft"2) 56.64 Velocity Pressure Evaluated @h [qh] (Ib/ft"2) 56.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (Ib/ft"2) Mark Comp Type W (in) H (in) S (in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neq Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 " 1 Horiz. Roller 36.30 50.30 12.68 0.98 0.98 -1.08 -1.36 0.18 -0.18 39.5 -42.9 39.5 -52.5 2 Horiz. Roller 36.30 50.30 12.68 0.98 0.98 -1.08 -1.36 0.18 -0.18 39.5 -42.9 39.5 -52.5 3 Horiz. Roller 36.30 50.30 12.68 0.98 0.98 -1.08 -1.36 0.18 -0.18 39.5 -42.9 39.5 -52.5 4 French Door 32.00 83.50 18.56 0.95 0.95 -1.05 -1.31 0.18 -0.18 38.5 -41.9 38.5 -50.5 O n O •• ••• • • • • • •• • •• • • • • ••• • OD ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. 87th AV6, JAAA# F . • •• • Engineers Seal Engineers Name And Signature Design Date • • • • 10/1/2018 2:56:04 PIVt ;• • • • • Des/gn. Reference Number • AFC �7-1345 A GARAGEI 'TO VERI: v t OCA'TiON (-)r ,iI11 i� l�i� Lfl..'l'7flN L; I'1\«11 �-i:� 'IS V,1ITI I RESPi C T .10 ZOW BYFv ,OIII,TL 10-_1_-1?2 'BALL INFO; N!A 110N P RCVXED -rW C'i-.Ei:N 1 29 NE 102 ST. W J J Q O � p o O J � � �r O 3 ti O S W J J Q 0 oc 3 p o 0 4v 2 ko 1� Z z 3 � o N K Q S D 0 0 R ..• ••: •.:W'I.�j i cc MG 3000 MG 300 •.• ••• FRENCH DOOR . . • 000 •.' : FL0317QN:AOLORQLL�ER .. .. .... .. 0 • Ylrl. N D 0 VG • • . 000 • ... . ... . ...... . . . . .... A 6/13/2018 Florida Building Code Online d1 BCIS Home ! Log In i User Registration i Hot Topics i Submit Surcharge i Stats & Facts 1 Publications bvz,%r a11140%.�-,, +t::�Product Approval �j -� USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • ' FL # FL26942 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Mr Glass Doors & Windows Inc. 8120 NW 84th St 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 Links I Search I i • . • • • • . • ••••. . i .i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsejA7AarRF%2byE7RDcdgVYeDl oTDOOGEV6cUSrwLMOBNA°/93d%3d 1 /3 6/13/2018 Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted I - - i Florida Building Code Online Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received I Javad Ahmad PE-70592 Keystone Certifications, Inc. • • • •.. .... ...... 08/27/2025 " " •• :••••: Ammad Riaz, P.E. •••••. .... . ..... 4' Validation Checklist - Hardcopy Received • • • • • • 00000 .. .. . ...... FL26942 RO COI SS - Mr Glass - Series 3000 Alum CAS Door SLMI) - ....:. CI.pdf 0 "' • • • • • • • • •, • • • • • Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS-201 1994 TAS-202 1994 TAS-203 1994 Method 1 Option D 04/19/2018 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsejA7AarRF%2byE7RDcdgVYeDloTDOOGEV6cUSrWLM9BNA%3d%3d I 1 213 6/13/2018 Date Validated Date Pending FBC Approval Date Approved Summary of Products I Florida Building Code Online 04/19/2018 04/27/2018 06/12/2018 FL # Model, Number or Name Description 26942.1 Series 3000 Aluminum Outswing I Large missile impact resistant aluminum outswing entrance Entrance Door door. 00001 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes / Design Pressure: +80/-80 Other: See drawing 18-36F for span vs load combinations and installation details. Installation Instructions FL26942RO IISS- Series 3000 Alurn:QS.Door j.=l jbWG ..� .;� 18-36Fdf •.p Verified By: Javad Ahmad PE # 70592.... 0 Created by Independent Third Party: �( .0 Evaluation Reports ...... FL26942 RO AE SS - Mr Glass - Series ,1ob0 Alum'IOS'Door ...... .(LMI) - PAE.pdf ...... Created by Independent Third Party::Yes ....:. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 I The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement I 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 glectronic 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 ty have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply�epersonal 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 Chapter55, F.S., please click here . Product Approval Accepts: ® © R eC heck 22 Credit Card Safe https:!/www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsejA7AarRF%2byE7RDcdgVYeD1 oTDOOGEV6cUSrwLM9BNA%3d%3d 515 AL-FAROOQ CORPORATION ❑ CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 26942 Detailed Product Description: Date: 04/17/2018 Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Frame Width: 40-1/2"(X), 78-1/2"(XX), 42"(0) Maximum Frame Height: 98" 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. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/1.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By ASTM E283 Air Infiltration Hurricane Engineering & 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. Leakage Testing, Inc 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6002 ASTM E331 OR ASTM 547 & TAS Water Hurricane Engineering & 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 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 ASTM 1304 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 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 & 2/13/2018 HETI 18 6005 Rafael E. Droz-Seda, P.E. ASTM E1886 & Impact & Cyclic Testing, Inc E1996 2/13/2018 HETI-18-6012 Under the limitations of the attached installation drawings, to the best.Qf ryy kngwledgg ang apility,;he above product conforms to the requirements of the 2011Florida $ulditgJ:oDe: ; Evaluation Report Engineer: • . �.�r�ar�,,, . • . . • ` ,PypOE..... �• = •th• 705JZ•� j f • • • • • _—_.__ _-___ _ - - _ _ -- \Z• • • • • • �' SX• ��/ OF •Awl • • • • • • _-��:�•/ P�c��C SEALED G18t18 • ___ -__ + ONALE Javad Ahmad PE # 70592 � ,," •.. • . . . •.. . • AI-Farooq Corporation EB # 3538 • • • • • • • 9360 Sunset Drive STE 2201 Miami, FL 331731 T: 305.264.81001 F: 305.262.6X§ I •:Avmgcet g co m :1•altelooypafceng.com THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.; SHUTTERS ARE NOT REQUIRED, SERIES_3000 aLU�lI [f�i DUT$WING_.EtiTROCE_DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS W17H SIDELITES COMBINATIONS SEE SHEET a. LOWER VALUES FROM DOOR CAPACITY, SIDELITE CAPACITY OR MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM. ODORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE: 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 FLORIDA 8LDG. 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 ACCOROANCE WITH SECTION 1709.0.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 17G9.9.2. 3/16' TEMP. CLASS 3/8- AIR SPACE --3/16' HEAT STREN'0. GLASS -3/16- HEAT STREN'0. GLASS O w ` �'; .090' Intenayer 090" Interloyer L Trosirol PVB Trosltol PVD By 'kuroroy America, Inc.' By 'kuraroy America, Ina' • • •' O N 3/16' HEAT STREN'D. C1A55 3 ,A6' HEAP STREN'D. GLA" • C.,f O' -ly • • •SPAC* • • O O < .1 It LEAN a o 1 "1jh . K 7AI `201 ;20'- �1Y'• • • j d Z�Z joy • SILICONE y}. �` SIYCONE • • • • �Q W Q� £ j, DOWSIL 795 "T 11^ ,3 s • • YOWSIL 795 • 1, • • • ijjl�I�i�ry� I h - t••i••• • 31 ••} ( ! 'P'tRJ...' , rc Ls.**T.f I• • • • • 0 • • • a -- GLASS TYPE 'A' GLASS TYPE _&A 1' • • • • i • •• • •• •Ilya• VI •••••*?II� W NON 00 j W .�+p Jv N O 2Do>, .I I Q. ;vi I. i��'�eI FL #26942 c.9 ' 111 tl11/' c. PURCHASE AND - CONTRACTOR O BE S P 3Djcl� FOR 7.-1 S.15 A INSTAUAnON OF FH15 PRODJCT VVT1LIi \\ \\ :. `.: �✓y'j i,o ' ION. Pw.EC ON MIS PRUWL'1 EVA.WIAN PRW...DED ME/SHE DOES NOT JEWITr FROM TFE CO-190P.3 DETALED ••AT�,�Yw A// �\ 'jv,:'' GIN •�•• /�� I' - ON TH.S DOCUVENT. V1 :'�j 13- IHfs PRODUCT rVA.UATON D ICUVEf l WILT, UL COMSIOL14LO INVALID I.' n A.-ERED W ANT PLA z, C- SITr SrrOrI PROJrCT" [ tU RI. i 11IM0 UT A YLURIOA PTfJ ;rz'rD r`KANaR M CC1 HNEC1 WHKH WILL MCCUr, TO.(' LhGINZER Of RrCORO U313,1 I FOR IHL PROJECT ANC W10 W:LL RC R[SPONSINLC L'ON THE PROPER ,�'+�., •, J � �•.' USE Of IHE 11 L.U. ENGINEER C.- RECORD, ACTING AS A DELEGA:EO �•^^� - F +yti^ FNGMFFP TO THE P.E.J. LWN ER SHAM 'Itl _ �_ I :QFOWiflgo DO. SWUM TO TIIY UTTER ME SRE SPECIFIC DM'AINGS FOR REY'EW. +t er %'•.FLOR10l;.••'fj'A\� D-THIS F.E.O. SHN. t. DEAR TF /// L�f •••• 18-36F •. I M E DAIL APU OGVL IW5LA AND SX:'NATURF. OT THE PROrESSIOWL EIICINCER OF RECOND 1H.11 PRL''ARLO \N //pQ Lt 0\ IT. ',hoot 1 a110•l • • 40 1/2" DOOR FRAME WIDTH 38" MAX. DOOR OPNG, WIDTH 3, 13 1/2- " MAX. 3 1/2" MAX. HEAD ' HEAD/SILL A Slll CORNERS I� li 1 D //� �i `� — L •m I I'\ � I i _._ ACTNE I , SURFACE APPLIED C' m FALSE MUNTiNS OR 28 1/4''o' DECORATIVE GRILL - MAY BE USED D.L. OPG. u n 38 LEAF WIDTH TYPICAL ELEVATION ( X ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300—M (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAC5—OEC-219 78 1 /2' _ .. �.. dobR FRAME WIDTH 7V MAX. DOOR OPNG. WIDTH HEAD do SILL ANCHORS AT STILE h MULLION ENDS (4) AT 3" O.C. 13 1/2- .... _. MAX, 3 1/2" MAX. HEAD HEAD/SILL , A SILL CORNERS F / \ U Jg(w 0 'r m /•, ACTIVE v:t INA-CTIVVE 1 .� I� `' _. y SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL 2B 1/4" 28 1/4' ., MAY BE USED _. D.L. OPG. D.L. OPG, 38 9/16" LEAF' WIDTH TYPICAL ELEVATION ( XX ) MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF V; ;ro m i Z 1 10IL ;$ u . 1' g 004 • asA N 6 :0ffo< • •••••• .. .� y .... a °f . I 11j �(/$Jj �• 1 ••• ••••• • •• •• f—aQIf �i • ~ii • • . ••• :. • • • • . • Y Q' 1 Z • • • • • i' ••� .•• Imo; 02 NOTE: EGRESS REOUIREAIENTS TO BE REVIEWED • • • i `l `, w io DY BUILDING OFFICIAL. 23 �Mml JY � Z an IIJn II�NW J k'i I,�a02 GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH — 12.438- (X DOORS) :1 = (FRAME WIDTH — 22.0")/2 (XX DOORS) 'I D.L.O. HEIGHT - FRAME HEIGHT — 11.50" c 1111ulrrllr7� !�"$. , ' �yCDN.cr •;�1 r IQ rr _ 10. 70592 2 1tlrowing no. i '•., OR:DR.•,`� j FL #26942%�j 1 118-36F 4ntlDl 2 or 10 SEALED 4118/18 i i DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELRES SIDEUIE SIDEURE WITHOUT FRAME FRAME REINFORCING WIDTH HEIGHT EXT.(,) INCHES INCHES 24 solo 80.0 30 ao.0 80.0 36 82 $0.0 b0.0 39 00.0 $010 42 74.3 14.3 24 $0.0 $0.0 30 Sot 80.0 36 64 Bolo 00.0 39 80.0 a0.0 42 74.3 74.3 24 80.0 80.0 30 80.0 80.0 36 90 bola solo 39 80.0 80.0 42 1 74,3 74.3 24 80.0 80.0 30 96 ba,0 Bolo 36 80.0 a0.0 39 80.0 $0.0 24 80.0 80.0 30 9a 80.0 I 80.0 J6 80.0 80.0 39 80.0 80.0 EXT. SIDELRE FRAME WIDTH cis D.L.o. DIMS, D.LO. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.50" D.LO. WIDTH (SIDEUTE) = FRAME WIDTH - 4.813" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1J00-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC•-2119 39 1/16" MAX. SIOELIiF. wiOTH 13 1/-,. MAX. 3• HEAD 3 1/2" MAX. SILL HEAD/SILL G CORNERS III / Liz lij ; m _:1 7 -71 - m u Fi SURFACE APPLIED ;y5� FALSE MUNTINS OR 34 1/4' ,m z DECORATIVE GRILL _• �!o MAY BE USED D.L OPG. U rl ; TYPICAL ELEVATION ( O ) STAND ALONE SIDEUTE I;;,v i • I. s � _No.7CS92 '. •, 7 drawing no. FL #26942'�`,! fNASII)III� tt� oHeet SEALED 4E18118 DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE SIDELITE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING EXT.(+) IN ,(-) EXT,(+) MT,(-) INCHES INCHES 24 80.0 $0.0 80.0 1 80.0 30 50.0 80.0 s0.o 1 Bo.O 36 82 80.0 Bolo Oulu i 80.0 39 80.0 80.0 80.0 80.0 42 1 1 80.0 8010 80.0 ao.o 24 I 80.0 80.0 80.0 80.0 30 80.0 SOO 80.0 80.0 36 84 80.0 80.0 80.0 1 80.0 39 80.0 Bolo 8010 80.0 42 30.0 solo 80.0 80.0 24 80.o s0.0 80.0 80.0 30 Bolo 00.0 9o.0 80.0 38 90 60.0 80.0 80.0 80.0 30 solo 80.0 80.0 80.0 42 77.9 77.9 80.0 80.0 24 80.0 80.0 8010 80.0 30 80.0 $0.0 80.0 80.0 35 90 75.5 75.5 80.0 80.0 39 69.7 69.7 BO,D 80.0 24 90.0 80.0 80.0 solo 30 98 60.0 solo 00.0 80.0 36 71,0 71.0 solo 80.0 39 65.5 65.5 80.0 00.0 REINFORCING AS REOD. SEE CHART 131 EXT. Z SIOELITE FRAME WIDTH 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. u 39 1/16' MAX. 77 7/8- 39 1/16" MAX. '' �� SIDELITE WIDTH DOOR FRAME WIDTH SIDEUTE WIDTH Ij • I�j _ 7G' MAX. 13 1 2' DOOR OPNG. WIDTH MAX. 3` HEAD 'i HEAD & SILL ANCHORS y < SILL AT STILE k MULLION ENDS Nci CL 3 1/2" MAX, (4) AT 3" O.C. Q 9 NW `-s�L"t'� HEAD/SILL CORNERS G , A .I. , 0000 gag K ; iO,p�°1up •••••• ••••0 • J 1 I ••••J • • Y. Zpa 0000 X T I F 9 \: • (3 •• • M / I -- -- \ Il1i •• Ivrl • N ••••• fi \ y ( li / • • • ! - ••, I _ ACTIVE \ '� +'/ INACTIVE I 1 i', s .1 I I SURFACE APPUEC ' - --- FALSE MUNTINS OR . !i DECORATIVE GP.ILL 34 1/4' - 28 1/4' 28 1/4- 34 1/4- 'fl MAY 8E USED D.L. OPG, D,L. OPG. D.L. OPG, D.L. OPG. U M n ' 38 9/16' LEAF WIDTH it e TYPICAL ELEVATION 4 ( O-xx-O > c: �VI I iI y� C . 111un!u,Irir 'dl�� I 7=2 g► iti %t3 r TF F J `Fdwwing no. FL #26942 7jhIiYA1111t`` sheet 4 of 101 SEALED 4H 8/1 B • • • 5/8' MIN. TYPICAL ANCHORS THROW BOLT EDGE DIST. SEC CLEVATIONS PENETRATION FOR SPACING V PROPERLY SECURED EDC4 DIST. IBY WOOD BUCK TYPICAL ANCHORS 'N SEE ELEVATIONS FOR SPACING M 2SY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 %rn TYPICAL AiNCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECG WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. IYEEPTiOLES: Wl = 1/4" X 2" LONG WEEP SLOTS AT 8" AND 31" FROM EACH END W2 = 1/4" X 2" LONG WEEP SLOTS AT 5" AND 31' FROM EACH END POURED a HARDENED HIGH STRENGTH GROUP T'c . 5000 PSI MIN. r ! C U' WI NOT BY MR. GLASS MUST TRANSFER SHEAR ,_ 7J" 2 •, �� ^- LOADS TO STRUCTURE �.• 1 LOAD BEARING ' (SOLID SHIMS \I OPTIONAL TO GROUT) W2 CODE DIST. ... TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL -ANCHORS: SEE EL--J. FOR SPACING 1 /4" DIA. ULTR.A.CON TRY 'EI_CO' (F-177 M. Fy-HS5 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS THRU IBY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4' MIN, EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1,/4" DIA, TEK5 OR SELF-DRILUNG SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (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) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE: - 1" MIN. INTO METAL STRUCTURE - 3/4" M;N, WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. m METAL J EDGE DIST. STRUCTURE . Z o- n • i .r. w1 a W •+ •�•y% • • d w •• • • ••M • TYPICAL JJ:CNOTRS • M e 0000 PE•ELr•VATIONS • • • • ;' a O 80 • •"OR SPACING H1I •••••• • -��........... .__—__� aS... jl F.B.0 AF*It • •j• • • • LL' z O'1=I II CUPPED MI}S'A • �i J Z M f •I• !!SEE SEPARATE APPROVAL 1l ; Q w m f H:• I! •••••• •I • •••• ---- 22 ••••• Y • • • :i�i • • • • •TYP•^.AL ANCHO i 000 iI3 Z • �� SEE ELL\ATIOtj I I >2 FOR SPACING • • • o II W K I dz Iy o zhi N04 i .I c i� u: w 1 2t. i DOOR DETAILS." 'us(vi, �': `11{1t111111/JrrJ �� Na. 70592 _ I1td'� n ,�o drawingno. .Fto.... jai; u�ONAL1111 18-36F �r,r FL 26942 rl+lIII1 ,aheet`5 o110'' RFAI FIB 411AIIR • • • • • • SHIM SHIM UE ley 2RY WOOD DUCK TYPICAL ANC ORS WOOD BUCK OR PACING 13) ACTIVE LW $EE NOTE/SHEET I FOR S TYPCAL ANCHORS SEE ELEV. J, ],u FOR SPACING EXTERIOR LXI. :00:: 4 METAL STRUCTURE D.L.O. rC SPEC SHEET 5 LEAF WIDTH LOCKS j S114GLE DOOR FRAME WIDTH SEE SHEET 8 re Z FOR DESCRIPTION 1/4' VAX, TYPICAL AN -- SHIMS SEE ELEV. Lo SHIM CC, TYPICAL AJ4CHCR3 FOR SPAC�ING ACTIVE LEAF INAMVE LEAF' j7 EXTIERIOR LEAF WIDTH LEAF WIDTH DOUBLE DOOR FRAME WIDTH Ai drawing no, I�YVCNT AL aEALED*n8110 ° TYPICAL ANCHORS SEP. ELEVATIONS FOR SPACINl ic!cE PIST, 4 1 PROPERLY SECURED EDGE DIST. IBY WOOD BUCK �jj To TYPICAL ANCHORS SEE ELEVATION$ FOR SPACING 29Y WOOD BUCK OR WOOD STRUCTURE METAL EDGE DIST. SEE NOTE $MEET I EDGE DIST. STRUCTURE P A h1;2 tI --------- -------- ---F.B.C. APPROVED CUf ED ML*UON *000 scre" SFPA"TE*WPROVAL TYPICAL ANCHORS TYPICAL ANCHORS --*110-W ------------- 0 - c SEE ELEVATIONS SEE ELEVATIONS UT FOR SPACING FOR • SPACING 0 0 0 0 00 0I LW IJ�lll -10 0000 Z'. 22 . 81 CAL ANCHOR W TYPI s SEE ELECTIONS . . . . FOR SPAtlft* ��z_ W:z o 1/4- MAX OR SHIM #12 X 1-1/2- TEKS SELF DRILLING SCREWS 0 AT 3-1/2 FROM ENDS AND 12* O.C. MAX. 00 0 Cz • 0 0 '131 ;j. v) Of ck: 0 SEE ELEV. F 0 R SPACING I B) TYPICAL ANCHORS It CO 2 r-XTF-IZIOR D.L. OPG. pj LEAF WIDTH SIDEUTE FRAME WIDTH DOOR FRAME WIDTH MAX. FRAME WIDTH POURED & HARDENED HIGH STRENGTH GROUT TYPICAL ANCHORS 1BY SEE ELEV. 1/4' MAX. 'WOOD BUCK Vc - 6000 PSI MIN. FOR SPACING MAX. NOT BY MR CLASS MUST TRANSFER SHEAR SHIM 1/4 1/4* MAX. LOADS TO STRUCTURE SHIM SHIM 20Y WOOD BUCK TYPICAL ANCHORS LOAD BEARING OR TYPICAL ANCHORS SEE ELEV. (SOLID SHIMS WOOD STRUCTURE SEE ELEV. FOR SPACING J; L;: ('2'-) OPTIONAL TO GROUT) SEE NOTE SHEET) FOR SPACING SIDELITE DETAILS 4 q i IL rr EDGE DIST. EXT. EXT. ST F drawing no. TYPICAL ANCHORS RID SEE ELEVATIONS 18-36F FOR SPACING FL #26942 111: 110 5 ee 7 ollo SEALED4/la/18 0 LOCKS: ON_TIRK—pis 3 POINT LOCK ASSEMBLY 01.01-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. BOLTS WITH 5/e' 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 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC: 1/2" DIA BOLTS WITH 5/8' THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD ANO 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 OPTION_.0.2: SURFACE BOLTS BY 'SULLIVAN & ASSOC: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' AND 68' FROM BOTTOM FASTENED TO LACK STILE WITH Q8 X 3/4' FH SMS (2) SCREWS PER BOLT INACTIVE !�°F 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 5' 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 (5) #10 X 3/4" PH SELF DRILLING SCREWS SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. 1 E3008 AS REDO. i DOOR FRAME HEAD/SILL 6063-76 i - 2 E1018 AS REDD. FRAME COVER I 6063-T6 �- .. .. .. 3 ... ... ...�. E3006 .. AS REDD. .DOOR FRAME JAMB .. .... �.......- .... .... ..... .. _._.... i_ 6063-76 1- 4 1 E3011 _ AS REOD, SIDELRE TOP & BOTTOM FRAME 6063-T6 - 5 F31107 I AS REOD.:SIDEUIE JAMB FEMALE j 6083-T8 - 6 I E3(09 AS REDD. SIOELITE JAMB MALE 6063-T6 - 7 E3010 AS REOD. �SIDELTTE SUP ON JAM 8083-T6 !- 8 E3001 AS REOD. LEAF TOP & BOTTOM RAIL + 6063-T8 • • • • 9 E3005 AS REOD. !LEAF W'STRIP ADAPTER 6063-TS 000 1 10 E3002 _ AS REOD, I HINGE STILE • 8063-TB - • • • • • j tt E3003 AS REDD, 'LOCK STILE 6083-T6 I- • • 12 E3DN AS REOD. 'ASTRAGAL STILE 6063-Tfi I- • • . • • • • • • • 13 E3014 AS REDD. .SNAP COVER I 6063-15 I- • • • • • • • 14 E3013 1 SIDEUTE MULLION REINFORCING 1 6063-TO -•••• • 18 E3015 AS REOD. 'SHEAR BLOCK 6063-T8 !3' LONG • • • • • • 16 E3016 AS REOD. ;SHEAR BLOCK NUT fX163-T6 13` LONG • • • • • 16A E3016 2/ HINGE HINGE BACK-UP PLATE I 6063-TB 5-1/2" LONG 0/if,,f04Lf/4' LONGOi LEAF 17 E9001 AS REDD. ;GLAZING DEAD (LAM. GLASS) I 6063-TO ,- • • • • • • • • • • • 17A E9002 I AS RE00. ;GLAZING BEAD (INSUL LAM. GLASS) I 6063-T6 - 18 I E3012 AS REOD. INTERMEDIATE HORIZONTAL I 6063-T6 - • • • • • • • 19 I G30-01 __ , AS REDD. !INTERIOR GLAZING SPACER • • • I SANTOPRENE DUROMETER 70i9SHORE A• • 20 C10-04 ( AS REOD. ILKTERIOR GLAZING GASKET SANTOPRENE DUROMETER 70SHORE : • • • 1 21 i 030-02 ' AS REOD. DOUBLE FIN AIR SEAL WSTRIPPINC ! SANTOPRENE DUROMETER 70t6. SNORR A • J 22 W71325NK I AS REDD. I PILE WSTRIPPINC WOOL ULTRAFAB • • • • • • • 23 CIO-05 AS REOD. BULB W`MIPPING I SANTOPRENE EPDM • • 24 i - 2/ LITE (SETTING BLOCK, 1/8' X 1" X 4' LONG EPOM A7 6' FROM EACH END. DUROMETER 90*5 25 F107 3/ LEAF IBUTT HINGES ALUMINUM SULLIVAN & ASSOC. 25A #10 X 3/4' - HINGE INSTALLATION FASTENERS ST. STEEL .FH SMS 26 012 X 1-1/2' j AS REDD. 'FRAME ASSEMBLY SCREWS ST. STEEL IHWH SMS 27 3/8 X 1' AS REGO. (SHEAR BLOCK FASTENERS ST. STEEL !HEX SOCKET HEAD SCREWS 28 j12 X 1-1/2' AS REDO. 1SHCAR BLOCK FASTENERS ST. STEEL IHWH SMS o. I :a ui it Ivl T P I ' c.im I � w •L to R crowing D0. 18-36F �v 701VA�io- FL #269,12 4/IIIIttN1 sheet 8 of 101 SEALED 4118/18 -• 1.830-^ 2.012-•• 080 �."` TYP. t.S09 .115 4.000 DOOR FRAME HEAD/SILL 4.000 .133 I 5, 75D 51DEUTE TOP & BOTTOM FRAME SNAP COVER 2,027 4.020 O80 1 T1'P, 2.180 �- �3 DOOR FRAME JAMS DOOR FRAME JAMB ess r- .2J0� C- .950 ( q O60 1.O7J -9� 7.673 TYP. .. +�tl• 3.725 4,750 •538 ,633r+ 3.800 a GLAZING BEAD i7ri GLAZING BEAD �-' L.W. GLASS '� NSUL. LAM. GLASS .080 ✓+-�.tli3- TrP. �..148 8 LEAF TOP/BOTTOM RAIL --1.638 --i 4.750 Geo Tra. 9 : LEAF W'STRIP ADAPTER 1.813 t I I»-- 3.800 OB0 10 HINGE STILE 6 - --, ns� T 5.598 2,100 4,000 i •--241 1.813 v 2. .1...::.6�. I .055 em ,.. n .080 TYP.._� 1a1 -_ J n LOCK STILE 18 INTERMEDIATE HORIZONTAL 2 FRAME COVER • 5.598 '080 TYP. y 300 2.241 1.633 7.813 S i 3.800 - e SHEAR BLOCK NUT 12 ASTRAGAL STILE t1 HINGE BACK-UP PLATE ---2.524 - 85a 187 4.020 �� 4.020 060 - ILry 1.813 1.026 -- 1.484 �-- 5 SIDELITE JAMB FEMALE 6 SIDELITE JAMB MALE fCy 168 1.29>�-r897 I 1 �•-1. G08+1 SHEAR BLOCK 080 TYP. 4.020 7 SIDELITE JAMB COVER .480 .125 1.780 3.605 e.._.....� 1.751 SIDELITE REINFORCING you s S z • n_ S 11 flnS+ `a N`�' Ili M�Wp <4 �, ••1•• • • • t (1 u; :i • .. . • a I M a • • ••••• •I • 0 Ig • (j lizso ••• 00 Z ••�•, • • dd ��iQNn Q co Qxx N � v I ,o �U a'y INyI c u., OO i No.10982 r •. 8 F • ,2 !,drawinge 00. y ... G..... •' '1\�.. 18-36F I L #2G�J42 l�7� i�Nl' ii\\\ sheet 9 of t0l SEALED 4118/18 • p—OWR FRAME CORNO 'ia� �161 i� � � 1 ,�7I j .M i tj LL LE6E CDENER SIREUTC FRAME_CQRUCR u� k — 1 ,1 al �d'S �V 'got ••••' cS.• n r• I•• • I....j�llll •••• ••••••{i Ty • • • io±!z •••• PIN s' • • �Iz ` ••y� • • •• i X Ito �� (? ipNM 00 �w7d'N �s2N �e_ l l i i of I ;•n iv v 1!„f,,. .,gl Ito. rose }Q TF F •� 1`� " drawing no. sU�.......18-36F FL #26942 '� �i � ,K�`` ehoet 10 of 10.'• SFAI F] AM AM A 4/12/2018 Florida Building Code Online OCPReiMMYJ Ms�eiwor- .• .wl lit BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map I Unks I Search W Product Approval USER: Public User � Product Approval Menu > Product or Application Search > Application List > Application History. > 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 Category Subcategory FL20359-R2 Revision / 2017 / Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider •••••• •••• • https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDqua%2fMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtzylBAOI.3d%3d 1/4 4/12/2018 Florida Building Code Online Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. • Validation Checklist - Hardcopy Received • • • • • • • • • • ...... .... ...... FL20359 R2 COI SS -Series MG-300 Alum Horize�lt!al•5liding Wig w(LW- SMIhQ 2017.pdf �_� • .... . ..... ...... . . ..... Standard •Year• • • • •; • TAS 201 . . . . ...... TAS 202 •1994 • TAS 203 1904: Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 https://www.floridabuilding.orglprlpi app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RWBA°103d%3d 2/4 4/12/2018 Florida Building Code Online Summary of Products �L�#="� Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of UseI/ l Installation Instructions Approved for, use in HVHZ: Yes f FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Approved oved for use outsid"VHZ: Yes Window (LMI)-2017 DWG W16-26.pdf Impact Resistant: Yes Verified By: �avad Ahmad PE # 70592 esign ressure: +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 -Series MG-300 Alum Horizontal Sliding Window (LL I) -PAE 2017.pdf 4, • • • • Created by Independent Third Party: :(es. • • • • • • • •� 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resistant alumintlrprizontal sliding ••I•••• ( • • Sliding Window window. 0009 0 0 • • 11 • • • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1`-L20359 R2 II SS -Series MG-300 A[UnRl1wrizonrWSllding "j " Approved for use outside HVHZ: Yes Win (SEMI)-2017 DWG W 16-28.pd • • • • • • •' •' Impact Resistant: Yes Verified By: ]avad Ahmad PE # 70591 • •: •: l •. 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 -Series MG-300 Alum NorizoRtal46 ding • Window() -PAE 2017.p�f Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Q :: Privary 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 4551275(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 emaiis 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: ! X" ® eCheck ;..;. https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBfoevySgwKoONpt2RtzylBA%3dOlo3d 3/4 4/12/2018 Florida Building Code Online Credit Card Safe r� ...... .... https://www.floridabuilding.orglprlpr app_Ol.aspx?param=wGEVXQwtDqua%2fMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtZYIBA°/.3d%3d 4/4 ULI AL-FAROOQ CORPORATION U000NSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 - METHOD 1 OPTION D FL 20359 Date: 01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW WH STREET, MEDLEY, FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width:126"(XOX) 96"(X0) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. 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 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. 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 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requitdmi5h2s bf =he 2D17 F:ootlt Building Code. Evaluation Report Engineer: '. : : : : :''q..... R AF�y -`•'•'No 70592 Javad Ahmad PE # 70592 ,o.�s ? AI-Farooq Corporation EB # 3538 '.' : • : : �•'•'o* Sealed: 1/12/2018 , • . • • • • ,:,o;}�, • - - • 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.$I001 F: 305.16 ,6978.1 www.afceng.com I alfarooq@afceng.com . . • . • • . . . . • •. •... . ...• •.. . • • ... . . (2) ADDL.SEES WINDOW WIDTH CHART ON SHEET 4 (4) HORS TYR. AT MM STLE ENDS 6' MAX. A --�ANCAT 4' O.C. HEAD/SILL I L C if •% n / u 8 N B J II � 11 II 11 11 11 11 u n u u u u II II 6 32 3/8' --'32 3/8' D.L. OPG. D. L OPG. 37 3/16' i�'ii wro4rl 89 3/4' WINDOW WIDTH (4) ANCHORS AT MFG. STILE ENDS .� / --�AT 4' O.C. �0 70 32 3/8' 37 3/16' 48 WINDOW WIDTH W ANCHORS FALSE MUNTINS (2) AWL Z h B ) (SURFACE APPLIED) ON SHEET 4 A4Y� ENDS MAY BE USED G' MAX. 4' O.C. P a HEAD/ A \ _----_`AT FALSE MUNTINS CORNERS (SURFACE APPLIED) -j I I V m U 10 a n {N n G g 70 D.L. OPG. TYPICAL ELEVATIONS 48 3/16' TESTED 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 k 5. WAY BE USED 8{ 11 81 11 =LLr 7 �� V g 1] it II 11 �/ 11 O •••• FLAg7I w� _ II 11 11 • • • otlQtlQ 4 ii ii it -- 11 II- I I I ' • • • • • • • • � 3 �00 • I••• 43 3/8' • •••• • • a m��pQa • • • • • • • V, Z ••�I •• y, D. L. OPG. g �jjM •••••• • 7C �l THESE WINDOWS ARE RATED FOR LARGE•i • SMAL MISSILE SHUTTERS ARE NOT REWIRED. • • •}� • • •• • r�S N O v 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. MULLIONS MUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 7 THIS PRODUCT FINS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 3 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. a0 ANCHORS SWILL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS 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 SHLIS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERW.S INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT. ADEQUACY m OF WATER UCTUINFILRETION� RECEIVING PRODUCT AND SEAUNG AROUND OPENING FOR = CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 1G AND TO BE RENEWED 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. LABEUNG 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 PROAOED HE/SIZE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL, BE CONSIDERED INVALID IF ALTERED BY ANY ARENAS, C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.RJ 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.CD. ENGINEER SHALL SL•MIr TO THIS LATTER THE $ITE SPECIFIC DRAWINGS -FOR REVIEW. - 0-THIS P.Ea. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 Sealed: 1/12/2018 drawing no. W16-26 111 7/8' �u 52 WINDOW WIDTH S u) ANCHORS 8' AT MTG. STILE ENDS Z HFAD/SILL A AT 4" O.C. FALSE MUNTINS 0 CORNERS 6 ---� (SURFACE APPLIED) - Ij _E" MAY BE USED F Z C 7 7 1(J • • 32 3/8' J2 3/B' e1 z • • • •' • • . • .. • + D.L OPG. \ ' O.L. OPG. ` ' D.L. O�c. m • • • • • Z • - 37 3/16' 37 3/18' ••••.• • • ;�ya •• VENT WIDTH VENT WIDTH 00 127 s/e• • • • � SS v n g • • • • a••� WINOOW WIDTH • . • . • � n • • s al 3Y1` ~ 6' MAX. A4� GC STILE ENDS HORS• . • • • • • . QQ t9 a HEAD/SILL A -_ �AT 4' O.C. FALSE MUNIe1S • • .Yj C� v CORNERS 8 - - (SURFACE APPLIED) • • • j p' W i' �♦ i' MAY BE USED Se 3 c0 2 k' C All Jk - 12 sn L \\\1111111/H/ yl No.70S02 32 3/8' 48 1/8' 32 3/8" D.L OPG. D.L. OPO. O.L. OPG. drowiny no. VENT WIDTH veNi w1orH TYPICAL ELEVATIONS TESTED UNITS FL #20359 les=- riI -J1 n h II '1 11 1 11 'I II ;I 6 �I I. II II II II II 11 7 II II 11 11 I I 11 II II II II II II 11 II II II 6 SBBIod:1/12/2018 1/0' HEAT STREN'D. GLASS .090' Mterloyer Troeltol PVB 8y 'Kuraroy America. Inc.' -1/8" HEAT STREN'D. GLASS SILICONE DOW 795 z a 22 f0 AT 1/4 PONTS ON IITES WIDER T29 HAN 36' ONLY GLASS TYPE 'A' 5/18' OVERALL LAM. GLASS 1/8' TEMP. GLASS --1/4' AIR SPACE 1/8' HEAT STREN'D. GLASS 090' Mterkyer TrosifoI PVB By 'Kuraroy Americo, Inc.' 1/8' NEAT STREN'D. GLASS SILICONE DOW 785 .m N 22 AT 1/4 POINTS 29 ALL SIZES - GLASS TYPE 'At' 11/16' OVERALL INSUL. LAM. GLASS -- - 3/16' HEAT STREN'D. GLASS ' Mterlayer B America, Mc.' LV8*y4'Kuraruy HEAT STREN'D. CLASS SILICONE 112 DOW 795 i _ �T�PO 29 /4 ON LTTES WIDER THAN 36' ONLY GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS -1/8' TEMP. CLASS 1/4' AIR SPACE 3/16" HEAT STREN'O. CLASS ZInlerloyer ol PVB By Kuraray America. Inc.' CLASS (� �3/1� 0.�ICTONEREN'0. DOW 795 AT 4POINTS ALL SIZES GLASS TYPE 'Bl' -. 7/8' OVERALL INSUL. LAM. GLASS - - GLAZING OPTIONS 1/4' AIR SPACE CONSISTING OF: 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEW HEAT STREN'D. GLASS .090' Mterbyer SentrAlaa By 'Kuraray Americo. Inc.' r-3/18` HEAT STREN'D. GLASS c AT AT 1/4 POM/f$ ON LRES 9 WIDER THAN 36" ONLY GLASS TYPE 'C' 7/18` OVERALL LAM. GLASS 1/8' TEMP. GLASS 1/4- AIR SPACE 3/16" HEAT STREN'O. GLASS 090` Mterbyer SentryGlas BY 'Kuraroy Americo, Mc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW 795 Z 0 � 22 I I j I I I I i 0 T29 AT 1/4 POINTS ALL SIZES - GLASS TYPE 'Cl' 7/8- OVERALL INSUL. LAM. GLASS -- w i QQ ,`�� ir'•1iG�8i ' � 1b i NM 70502 '�.•� * drawing a n •..0mop.�c��W16-26 FL #20359 �r�rs�IIIIAl1t"1�` meet 3 of l o Sealed: 111212018 • V LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) _ td.48 '7YP66 CIA95 TYPES C1ASR TYPES CUSS TYPES GL = TYPES CLLSB TYPG4 'An •B' t •BI' 'C' t 'CI' FRAME DIMS. 'A' t 'Al' 'B' t '81' 26-1/2' 37' 53-1/8` 1. 74' 64" 96' 28" 80.0 80.0 80.0 80.0 90.0 140.0 24' 36' 48' $0" 72' 84' 96' 24" 80.o 50.0 1 80.0 1 80.0 90.0 1 140.0 50.0 80.0 80.0 80.0 90.0 140.0 80.0 50.0 1 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 60.0 80.0 90.0 140.0 80.0 30.0 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 $0.0 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 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2" 37' 53-1/8' 63 74' 84` 96" 38-3/8" 60.0 80.0 80.0 80.0 90.0 140.0 24• 38` 48' 60" 72` 84' 96, 36' 80.0 80.0 Sao 80.0 90.0 140.0 $0.0 90.0 80.0 80.0 90.0 140.0 80.0 $0.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80. 90.0 140.0 80.0 80.0 60.0 80.0 90.0 140.0 80.0 80.0 80.0 110.0 90.0 140.0 SMO 80.0 80.0 80.0 90.0 140.0 80.0 $0.0 50.0 80.0 90.0 140.0 60.0 80.0 80.0 80.0 90.0 140.0 50.0 80.0 80.0 80.0 90.0 140.0 80A 80.0 80.0 80.0 00.0 140.0 $0.0 $0.0 90.0 140.0 - - $0.0 30.0 90.0 140.0 26-1/2` 37" S3-1/8' 63' 74' 84' 96" 50-5/8' 80.0 80.0 80.0 80.0 90.0 140.0 24' 36' 48` 60' 72` 84` 96' 48" 80.0 80.0 80.0 50.0 90.0 140.0 80.0 $0.0 $0.0 50.0 90.0 140.0 60.0 80.0 60.0 80.0 90.0 140.0 80.0 $0.0 80.0 $0.0 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 60.0 80.0 80.0 80.0 90.0 140.0 50.0 90.0 80.0 BOA 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80,0 50.0 80.0 80.0 00.0 135.7 80.0 80.0 50.0 50.0 90.0 140.0 - 80.0 80.0 90.0 121.4 80.0 80.0 90.0 128.0 26-1/2' 37" 53-1/8' 63` 14 84' 96' 63, 80.0 $0.0 80.0 80.0 90.0 140.0 24" .1' 48" W. 72" 84' 98' 60' 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 50.0 90.0 140.0 80.0 80.0 00.0 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 1 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 50.0 90.0 125.5 80.0 80.0 80.0 80.0 90.0 136.5 80.0 80.0 80.0 80.0 90.0 111.5 80.0 80.0 80.0 50.0 90.0 117.0 - - - - 90.0 97.5 - - - - 90.0 102.4 26-1/2' 37" 53-11 63` 74' 74' - 80.0 80.0 - - 24' 36" 48` 60" 72" 54" 72` - - 80.0 80.0 - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - _- - 80.0 80.0 - - - - 80.0 $0.0 - - - - 80.0 .80.0 - - - 80.0 80.0 - - 80.0 80.0 - - 64" 98" 50-5/8" - - - - 90.0 140.0 � < - - - - - - - - - 90.0 140.0 96" 48' - - - - 90.0 140.0 74" 84' 63" - - - - 90.0 140.0 72, 84' 96' 60` - - - - 90.0 140.0 - - - - 90.0 132.7 - - - - 90.0 140.0 90.0 125.0 (1/2w) (1/2W) .Q OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD CAPACITY - PSP (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'a' t 'Bl• GIASS TYPES C' t 'Cl, ---- FRAME DIMS. CUSS TYPES 8' t '81' CIABS C' 1 WIDTH HEM.HT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) I OR.(+) 55-1/2' 9-11/16 83-1/4' 94-1/4' 26` 80.0 $0.0 90.0 140.0 1' 83' 72" 81" 90" 24" 80.0 80.0 90.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 80.0 80.0 90.0 140.0 80.0 $0.0 90.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 55-1/2" 9-11/16 83-1/4' 94-1/4' 38-3/8" 50.0 $0.0 90.0 140.0 80.0 80.0 90.0 $0.0 80.0 90.0 140.0 S4' 63' 7Y 81" 90` 36' 80.0 80.0 90.0 80.0 80.0 90.0 140.0 480.0 $0.0 90.0 80.0 $0.0 90.0 140A 90.0 55-1/2" 9-11/16 83-1/4' 94-1/4' so-5/8" 80.0 80.0 90.0 140.0 $0.0 $0.0 90.0• 80.0 80.0 90.0 140.0 90,0 80.0 60.0 90.0 140.0 54" 63' 72' 111' 90" 48' 456% ow 90.0 80.0 80.0 90.0 121.4 .0 80.0 55-1/2" 9-11/16 83-1/4" 63` 50.0 80.0 90.0 140.0 480.0 8010 90.00 $0.0 80.0 90.0 1 111.5 .lt 1l0.0 moo 50.0 80.0 90.0 97.5 6144 ow 90.00 55-1/2' -11/16 74• 80.0 80.0 70.9 98.5 54' 63' 72• 8i' yo• W. -•-i-- 80.0 .0 80.0 90.00 90.0 80.0 80.0 $2.2 86.4 •be.e %ft 90.0 •90.0 BG10 90.0• _ _ 90.00 54, 63' 72' 81" 72' •80.0 8q0 90.0 11eA, aft80.5 80.0 80.0 69.4 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 V 9 C ryk; QQt n rZ' s CQI�� ♦Y Z •• N 3 �ODg� • 4 u �g 11111nui1/1j� .` P,.. �Pd 1st+ NIX drawing no. oh, 4 0ll /I rin %% Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CUSS TYPES .1. k '81• CUM TYPES A TV HEIGHT EXT.(+) INT.(-) EXT.(+) MIT.(-) r74 26•80.0 $0.0 80.0 90.0 140.0 80.0 90.0 140.0 s0A s0.0 90.0 140.0 80.0 $0.0 90.0 140.0 111 • 126• 38-3/8• 80.0 80.0 90.0 140.0 solo 80.0 90.0 140.0 50.0 80.0 1 90.0 140.0 80.0 80.0 90.0 1Z0 74" 106-1/4' 111• 126' 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 00.0 140.0 80.0 80.0 90.0 140A 80.0 60.0 90.0 13&7 74• 106-1/4' Ili • 126• �• 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.0 80.0 80.0 90.0 125.7 solo 80.0 - - E^7480.0 80.074' 80.0 80.080.0 80.0 80.0 $0.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLLU TYPES TI' A '91' LASS TYPES 'C' k 'Cl• WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72' 84' 96• t08' 120' 24' 80.0 80.0 90.0 140.0 $0.0 $0.0 90.0 140.0 $0.0 60.0 90.0 140.0 80.0 80.0 90.0 140.0 1 80.0 80.0 90.0 140.0 72• 84• %• 108 120' 36' 80.0 60.0 90.0 140.0 80.0 80.0 1 90.0 140.0 80.0 80.0 20.0 140.0 80.0 80.0 90.0 140.0 s0.0 6o.0 90.0 140.0 72' 84• 108' 120" 80.0 60.0 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 1 90.0 140.0 72' 84' too* 120' 60• 80.o ao o 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 90.0 136.5 - - 72' 84' 120' 72" - - mc-0 -26' -708' -- - 0/JW) (1/3w) (1/3w) -o o- OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CUBS TYPES 'D' • 'el' GIASS TYPES 'c. 8 '11' WIDTH I HEIGHT EXT.(+) WT.(-) EXT.(+) I MR.(-) 74• 106-1/4• 111' 126• 28• 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 410.0 90.0 140.0 60.0 60.0 90.0 140.0 74' 106-1/4' 111• 126' 38-3/8• 80.0 80.0 90.0 140.0 60.0 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 solo solo - 74' 106-1/4• 111' 128" 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 - - $olo 80.0 - - 80.0 800 - - 74' 106-1/4• 111• 63' 80.0 80.0 90.0 1404 80.0 80.0 - - 80.0 80.0 - - 74' 74• 80.0 80.0 - - 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES '9' A 'SIT GU38 TYPES •C' A •CI' WIDTH HEIGHT EXT.(+) MIT.(-) EXT.(+) MIT.(-) 72' 84• %' toe• 120• 24' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 50.0 90.0 140.0 80.0 $0.0 90.0 140.0 80.0 80.0 90.0 140.0 72' 84' 1" 108" 120' 36' 80.0 80.0 90.0 140.0 60.0 solo 900 140.0 80.0 $0.0 90.0 140J..0 80.0 solo 90.0 140.0 s0.0 80.0 90.0 140.0 72' 84' %' 1o8' 120. 48' 80.0 80.0 904 140.0 60.0 60.o 904 140.0 So.. solo - - 80.0 80.0 - 80.0 $0.0 72' 64' %' 108' 120' W. 80.0 80.0 - - 80.0 80.0 - 80.0 $0.0 - - s0.0 80.0 - 180.0 80.0 - 1. �• Los' 72' 80.0 80.0 solo solo _ _ 60.0 solo :y -o o= OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XOX' FL #20359 0 a o •• •• � drowklq no. ��j A�'N11 shoat 5 oY 10 Sealed: 1112=18 TYPICAL ANCHORS wooD B lay SEE ELEV. FOR SPACING a •EDGE Nii. Fr-------------------i� n QQ METAL I F B C APPROVED I ' G " • d EDGE 517Rt1CTURE II YLILLSE R YULLIDN VNCi10R5 I I . ` e .. a ! 4 • ' •.' o 'H DIST. ,I SEE SEPARATE APPROVAL I I LI 1' EDGE DIST. I I I I Q a EDGE DIST. I F'j , I' �---- -- -------- -- w H �� �� • 8 h • ••• 8.• TYPICAL ANCHORS TYPICAL ANCHORS TYPEAL Il SEE :A p�JS•• ••E SPACING ACING 6100 00000 II WOOD BUCKS AND METAL STRUCTURE 1 •BS'•A�i. GLAS$ • • • � 0Ell: rj0s I MUST SUSTAIN LOADS IMPOSED BY GLAZIMO "TEM • • AND TRANSFER THEM TO THE BUILDING,%jL: �RE. • • ,� U • • • •••••• :•••• J Z ••� • WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING C, ,],/4' DAl ULTRACON BY 'ELCO' (FustNl�i��-155 KSI) • a• W1 a 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END � � • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • Z • • • W2 1-3/I X LAST WEAFFLE S AT 5-1/2" FROM EACH 1-1/2• MIN. PENETRATION INTO WOOD (HE6D/SILL/JAj8W7 • • y END WITH PLASTIC BAFFLE • THRU 10Y BUCKS INTO CONC. OR fli"AS iy �• • • SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMGSS• •• w!o ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) •• • O a AT EACH END AND INSTALLATION SCREWS IN SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS x M tol WITH ALUMINUM COLORED SEALANT. 1-1/2" MIN EMBED INTO CONCRETE (HEAD,'SILL/JAMBS) K - 1� ". A 9"Im- wi wf a '. ' . \ • • DIST. • . W2 a 7! .. . r • ' •' . wow WICK .. .. •.. TYPICAL ANCHORS .. I TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING EDGE DIST. FOR SPACING 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 914 SMS ORSELF-DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SUS/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 v� O :: ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN, (Fy a 36 KSI MIN.) (STEEL IN CONTACT WITH ALU"W TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2" MIN. - INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. - WOOD AT HEAD, SILL OR JAMBS- SG . 0.55 MIN. - CONCRETE AT HEAD, SAL. OR JAMBS Pe . 3000 PSI MIN. d • C-00 HOLLLED LOW/FIBLOCK AT JAMBS I m . 2000 PSI MIN. FL #20359 p►D m'4' 'a Na drawing no. ....... W16-26 Sealed: 1/1212018 • VENT WIDTH 1/4• MAX. SF9M g 8 7 4 TYPICAL ANCHORS Q F n O.LO. 24 OPTIONAL TO ACIiG ; y SPRING LATCH - -19 -- . .. • • • ---- - a' •••••• ••i• QS Q. 4 O.L CPC. .. � •••••• :••• .•- • EXTERIOR w0oo euMy • WINDOW WIDTH • • • • • • J 6 • TYPICAL ANCHORS XO LAYOUT • • • • • • • i SEE ELEV. OX OPPOSITE • • • • FOR SPACING • • • Z • • • VENT WIDTH •• • •• • 1/4• MAYL • • �M © 25 .. . J (�f1 1/4' MAX. SHIMS 7D s D.L.O. 7 2N OPTIONAL i0 •Va TYPICAL SAGS SPRING LATCH + iS NG METAL _— - • N ... STRUCTURE - f 1/4 3Q� 1 27� a D.4 OPC. WOOD UloS ter ♦ • a ` • a WINDOW WIDTH c m ANCHORS 0 SEEEELEV. XOX LAYOUT FOR SPACING aT drawing no. FL #20359 ss/�WA�� �`Ilh"t ofl0 Sealed: 1/12/2018 • 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING TEAPAIONANNCHORS SEE SEAR 1/4' MAX. SHIPS TYPICAL ANCHORS SEE ELEV. FOR SAACINGa ANCHORS icit- 0 •.• G 1• ,..• • • •••• • ,.•• , • a • • • • Z •. • • • �.. 00004 • nj� 10 tD ALT. '0 Z QQ Z so g No. 77167E ra �" drorinp no. FL #20359 /��WVAL ,nset B ott0 Sealed:111=018 ,) FRAME HEAD Q FRAME SILL .062 .52e .250 t.345 n SILL TRACK FRAME JAMB .644-]6 9 VENT TOP/BOTTOM RAIL U JAMB STILE 2.406 a I.189 1.531 O7 VENT INTERLOCK ITEM PART I QUANTITY DESCRIPTION MATU MANP./SUPPLIER/RMRILS , MG203 1 FRAME HEAD 6063-T6 2 MG301 1 FRAME SILL 6063-T6 3 MGM 1 SILL TRACK INSERT 6063-T8 - 4 MG303 AS REOD. FRAME JAMB 6063-T6 - 5 M0212 AS REDD. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 ,/ VENT FIXER MTC. RAN. 6063-T6 - 7 MG205 ,/ VENT VENT INTERLOCK 6063-T6 - 6 M0304 1/ VENT JAMB STILE 6063-T6 - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - ,0 MG208 AS REOD. GLAZING BEAD (5/16- GLASS) 6063-T6 - • I A MG209 AS REQD. GLAZING BEAD (7/16- GLASS) 6063-T6 - • • • 108 MC210 AS 1iE00. GLAZING BEAD (I451R. NAM. CLASS) 6083-T6 •• • • • 13 MG305 AS RTEOD. ADD -ON SILL RISER 6063-T6 - 004060 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON • 15 M0322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER FIN ST. STEEL 0000 • 17 j10 X 1- AS REOD. FRAME/MIT ASSEMBLY SCREWS CRS PH SMS • • • n 18 010 X 3-1/2- 2/ VENT FIX. RAIL SILL SCREWS SILL END) CRS PH SY 19 W222322 AS REOD. FIN SEAL W'STRIPPING - ULTWA13 • • • • • • 22 E202 AS REDD. GLAZING BEAD BULB NEOPRENE ULTRAW • • • 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4• FROM EACH END ZAMAK SULUVANoft*1106. • 24A /8 X 5/6' 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMI • • 25 IAG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH • • • • - 1/ LATCH LATCH SPRING ST. STEEL - • - 2/ WDW. M-FLAW WEEPER PREFERRI108ENCIMERING PRODWCSS E - ,/ VENT111 BO%SCREEN OPTIONAL 00 - AS READ. SILL INSERT, 2' LONG 6063-T6 AT MTC. STIE LOCATION AS REOD I SETT•1G BLOCK AT 1/4 POINTS EPDM I DUROMETER 60l5 SHORE A 2.644-y f ��'1� 0 660 1.409 .,86 .180 Tio-'ap,• I ,3 ADD -ON SILL RISER .094 1--.1.969 r.,25 �8 FIXEQ MTG. RAIL 2.788 500 _T .672 1.00000 .092 1.122 Q5 FLUSH FRAME ADAPTER y 26 SILL INSERT 1.42t .458-�- .78} 1 I .050 .78} 1 I .050 .885 .76LI .OSO .685 1.029 {...1.096 1-1 A96 h 1.096 25 SPRING LOADED LATCH 10 ® LAZING BEADS FL #20359 drawing no. .....!'"�.` w W16-26 Sealed: 1/12=18 i It z • ..•. g FRAME TOP CORNER • •: • • • • • ._, • VENT TOP/BOTTOM CORNER • • • • • Z •.* • • ,m v 00 "1 Z / 1 200201 b` i - - u N V N FRAME BOTTOM CORNER yC drawing no. FIXED MTG, RAIL CORNER FL #20359 Sealed: 1/12/2018