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WS-16-1430 Inspection Worksheet n / Miami Shores Village x- 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-261457 Permit Number: WS-5-16-1430 Scheduled Inspection Date:June 22,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: SOTIR,ELIZABETH Work Classification: Window/Door Replacement Job Address:141 NE 104 Street Miami Shores,FL 33138- Phone Number (305)778-6801 Parcel Number 1121360130730 Project: <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone:(305)820-5999 Building Department Comments REPLACING 3 WINDOWS TO IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed IZI Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee Is paid s June 21,2016 For Inspections please call: (305)762-4949 Page 33 of 36 l Oro* Miami Shores Village Plt/I` #t" tE1l1r 10050 N.E.2nd Avenue NE X000 Miami Shores,FL 3313&0000 ` VE h�ons Phone: 305 -2204 795 a � PB >� ( ) � � $14/2016 Expiration: 1120/2016 Project Address Parcel Number Applicant 141 NE 104 Street 1121360130730 Miami Shores, FL 33138- Block: Lot: ELIZABETH SOTIR Owner information Address Phone Cell ELIZABETH SOTIR 141 NE 104 Street (305)778-6801 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,836.72 PRESTIGE WINDOWS&DOORS (305)820-5999 ....... _. _.. w... Total Sq Feet: 0 Type of Work:REPLACING 3 WINDOWS TO IMPACT Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-5-16-59907 DBPR Fee $2.00 DCA Fee $2.00 05!24/2016 Check#:6154 $ 149.40 $0.00 Education Surcharge $0.80 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $149.40 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 construction and z ing. Futhermore,I uthonze the above-named contractor to do the work stated. May 24, 2016 Authorize ign re:Owner / Applicant / Contractor / Agent Date Building Department Copy May 24, 2016 1 Miami Shores Village .-p Building Department MAY 24 2010 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY :—;y INSPECTION LINE PHONE NUMBER:(305)762-4949 S4-'qFBC 2014 BUILDING Master Permit No. (� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ly/ 45 lel 'E* City: Miami Shores County: Miami Dade Zia: 2z' I Folio/Parcel#: 1 -2-/756 -oI3-075o Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: 16� --7-79 (P-80 Address: V11 IVB M ':!5t City: M`( i State:-EL Zip:331?SB Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: YV2 +cam Phone#: '9'1® .4q°( Address: �5� WCA--3 Ll k - City -State- V-1 Zip: Qualifier Name: g x_ � ��c�yC j Phone#: State Certification or Registration M G J:�QI2_S IUB"7 Certificate of Competency M DESIGNER:Architect/Engineer: Arxajb�% '5y Phone#: Address:Kra�5� Iz /-b,c:--- City:t>00rv;e-4:4 �State: 'F1 Zip: Value of Work for this Permit:$ 3.80.12- Square/Linear Footage of Work:7® Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: y fD? %m�cCt Specify color of color,thr file: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 2r d DBPR$ Z,c OJ 'O` Notary$ Technology Fee$ 0 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ o �� (Revised02/24/2014) Bonding Company's Name(if applicable) ~ Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature v �""�" I ' "� v Signature OWNER or AGENT CONT The foregoing instrument was acknowledged before me this The foregoing Instrument was acknowledged before me this 13 day of 0)ai .201(. ,by -2-3 day of t .201So .by (tz�a , Jcrhr .who is personally known to Scft .who is personally known to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• Sign %'"'• KAREN CARHONQL ,"•,•«~, KAREN CARBOIO L Print: WCOMMMIGNAFFamm Print: Ia V� = E7PM:M&%h 11,2= OMM Mlench 11.20M Seal: %tg•,;r•, p? Bonded TNu Nolary Pu�olJt�de�w�rs Seal: ,�,� °:•' Eonded 7!w Nu�ry P+,ENs 8ndewd6e� ***s*s*****ass**ss****s*s*****ss ss ass ssssssss*s****sssssssss*ssssssssssssssssssssssssssssas*ss*s**s*sass APPROVED BY Plans Examiner Zoning Structural Review Clerk (Rev1wd02/24/2014) Property Search Application- Miami-Dade County Page 1 of] OFFICE OF THE ." PROPERTY Summary Report Generated On:5/24/2016 Property Information" Folio: 11-2136-013-0730 g y Property Address: Miami 104 ST Miami Shores,FL 33138-2028 x Owner ELIZABETH H SOTIR ' " ¢ r Mailing Address 141 NE 104 ST MIAMI SHORES,FL 33138 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ ' � a Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT y= y F4 � Beds i Baths I Half 3/2/0 Floors 1 k �` Living Units 1 M Actual Area 2,596 Sq.Ft ' Living Area 1,960 Sq.Ft ,R Adjusted Area 2,244 Sq.Ft Taxable Value Information Lot Size 12,400 Sq.Ft 2015 2014 2013 Year Built 1950 County Assessment Information Exemption Value $0 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $287,144 $85,469 $83,467 Land Value $219,762 $207,830 $117,339 School Board Building Value $66,780 $147,098 $147,243 Exemption Value $0 $25,000 $25,000 XF Value $602 $611 $619 Taxable Value $287,144 $110,469 $108,467 ,.. City Market Value $287,144 $355,539 $265,201 Assessed Value $287,144 $135,469 $133,467 Exemption Value $0 $50,000 $50,000 Taxable Value $287,144 $85,469 $83,467 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $0 $50,000 $50,000 Save Our Homes Assessment Taxable Value $287,144 $85,469 $83,467 Cap Reduction $220,070 $131,734 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,000 $25,000 Previous Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Page School Board,City,Regional). 04/15/2015 $480,000 29582 Qual by exam of deed 1061 Short Legal Description 08/28/2014 $290,000 29292 Qual by exam of deed MIAMI SHORES SEC 5 PB 10-47 1 3954 LOTS 19&20 BLK 121 06/01/2001 $0 19751- Sales which are disqualified as a result LOT SIZE 100.000 X 124 2489 of examination of the deed OR 19751-2489 06 20014 16528- 09/01/1994 $129,000 1835 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/24/2016 existing to 1 I remain -- en BEDOIUII f existing to LL _ existing to remain v i remain C 411 existing to remain wl rl dig,NIM Z p� existing to i RQ.M l op rel eo remain .� (FANIILY - �. V0_ J`"iC remain �-�'' y� /i✓� /"'� �i 'i�� � - exisft to - 141011 Q v By: !�VINGROOM� �... 000 - Miami Shores Villa �► -- MASTER, APPROVED BY �. . DATE �; iBATH) ZONING DEPT AMEWit° O F.._ x 3 Mull 0 existing t0 ••• ••: rema� i • • r 0420.08 remain • •i •• * Goes• �j F to OMPLI CE WITH FE MASTER • • • • • !,� DERAL • ♦•• •• • • • •• h iBEDROOM� punt w STATE AND COUNTY RULES AND EGULATIO 3 ' W • • • • . . • + Mark Tape Size Sq.R. Noa Noa Press Calc.Press a 1 HS 635"x50.6 21515-0512.05 -65.0/+65.0 -41.1/+37.7 3 $ 2 HS 635"x 50.6 21.5115-0512115 -65.0/+65.0 -41.1/+37.7 ••• • • 3 HS 74"x 50.6 26A115-0512115 -65.0/46511 -489/+37.7 • :• 0 •• ;' •; 06/30/2015-2:48pm gabriels V:\Projectsl_2014-MPSWOO Wind Charts\ Reference100-MPS14-400 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ON Kd=0.85 INTERIOR ZONE 4 PRESSURESEXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean - DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES PSF-ZONES_ INSTRUCTIONS FOR TABLE USE: Roof Tributa Area( Ft - __ Roof Trlbuta Area Ft 1. TABLES ARE INTENDED TO p ORST CASE'PRESSURES.'WORST CASE'IS Height SO 15 20 25 30 _ 5p- - eight 30 15 20 ZS 30 35 40 45 50 DEFINED AS THE C bIROIVOft- WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO•DLFI®Ak- .FOR _ ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 .2I .3,j' -53.6 -51.5 -50.0 -98.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID O L 5..F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 + ,8 +36,1 � 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F R` L &- p APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA B }1 BY INEER AS A SITE SPECIFIC CONDITION. 16 ft -44'0 -43.0 -42.2 -41.6 -41.1 .7 _ .1 =3 ,82 . 16 ft -54'4 -52.2 -50.7 -49.5 -48.6 -07.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B ,(AVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 + .3 - ,36.6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI DSPEAKR T. 44.6 -43.5 -42.8 -42.2 -41.7 -41. .3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5.ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT WIDTH)OR 17ft +41.1 +40,0 +39.3 +38.7 +38.2 +37.8 +37.4 .8 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.81 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft X41.6 +40,5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 1-48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.11+38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 1+39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft "46.2 -45.0 -44.2 43.6 -43.1 -42.7 -42.3 -42.0 -41.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40,0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 -49,2 -48,68.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft x.43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 + _ 5 +391- +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 k -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -58.1 -55.8 -54.2 -5 .0 _ .3 ,6 -49,0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 .8 39.9 9. . 9.2 +38.9 GENERAL NOTES' -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 -:..S - J S ,S -518 0.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40,3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 + .2- +40.3 + +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -577 `4 - - .2 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40,6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 1+39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpt=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -48'8 -47'6 -46.8 -46.1 -45-6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40,9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40,9 +40.6 +40,3 WALLS AND VERTICAL SURFACES ONLY. 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 44.4 60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.23.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43,3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR _ ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTED IN SHALL 8& NO VERIFIED BY THE GOVERNING +45.7 +44,5 +43.6 +43.0 +42.4 .2 +40:9`- +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40,9 BUILDING DEPARTM OLDER:- RANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 .2 - .1 1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE _ 29 ft 29 ft S.THIS SPECIFICA Q I _ ER ANY PRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 + .3 _ t4. 1: - +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE R, LY MITTED TEST CRITERIA AND OTHER 30 ft -50.3 -49.0 -48.2 -47.5 -47.0 5 `7l 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE G ON F MATION AND APPLICABILITY OF THESE TABLE +46.3 +45.1 +44,3 +43.6 +43.0 + 6.. +41.8 '1 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IST B V BY O I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL R M ORDINANCES. 32 k -51.0 -49.7 -48.8 -48.2 -47.6 -4 . _ - 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO - - I�OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR 51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42,9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44,0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 it +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44,8 +44.4 +44,1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44,1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft 45 ft a d SAVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 � •• � ROOF 50ft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 SOft 69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 • • • • HEIGHT • • • • • • O +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46-6 +46.2 •• • • • • • 5 • • ••t O 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I• • 5 • • t •® 4 +52.7 +51.3 +50.3 +49.5 +48.9 +48,4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 ••• •• f • 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 Q 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48,4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +49A +48.4 +48.0 WALL ZONE FIGURES wn o REMARKS DRWN CHKD DATE • • • U-n o INffISSUE Gss TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENbIR�E�RI�I� o ® m� m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (20 j l • E SS '®• • K oA REV 2014 FBC DGM TSB 06/10/15 \ 1 / • . p (A. 1�n\, -N- 1� CORPORATE OFFICE: A M I _ ASCE 7-10, CHAPTER 30 zz �m z z 160 SW 12th AVENUE, SUITE 106 �� z Ii m DESIGN LOADS FOR COMPONENTS&CLADDING N z •DEECFIELp gFArCF- jF4 3442 > z MASTER PLAN SHEET • • m m p I Q THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:=954)394-DA60 4F:(9S9)356-0443• z p ,p X AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT r • CEF:oCA6:H#as% • • 9 9 O o wRITTENCANSENroFF1lGPlEERINGD�RESS.ALTERAnoNs. HaM@NGINEEWNGEYPRE4.c8r4i z n ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 •• • • M rD !n PERMITTED AND INVALIDATE OUR CERTIFlCATION- ENGINEERINdEXPRlSS.Cc m K Lrl MIAMI- MIAMI—DADE COUNTY,FLORMA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtloy/economl CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.*The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. . APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.IJ S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.• MISSILE IMPACT RATING:Large and'Small Missile Impact Resistant LDnTATIONS: 1.Glass lites wider than 364nch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/s-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture.of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of tW?WIN IIIA.Abali 13e 4*bvided to the user by the manufacturer or its distributors and shall be availabfo for it ipQAt�o;a;tt.,I!site at the request of the Building Official. This NOA revises NOA No. 1"512.05 and ccrosi;s bf thips page 1 and evidence pages E-1,E-2 and E-3, as well as approval documentimentioned above. The submitted documentation was r4wiewed 1py large AL Pluencia,P.E. • • • • • • • • • • MIAMMADE COUN Y • • • 0• • • • • NOA No.15-0929.13 ••• • 000 • Expiration Date: September 22,2020•• S I (Sl Approval Approval Date: May 19,2016 ••• • . . 0:0 . Pagel . ... . .• •0 • 0 . .. 0: r t CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18,titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)",sheets 1, 1.1,2,2.1, 3, 3.1,4 through 11 of 11,dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 20194 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 ` along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA 3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201--94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window,to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) . . . . . . . . . . . .. . . . . ... . •• •*0 s• 0 • 0 •0 Jorge M.Plasencla,P.E. Product Control Unit Supervisor • 0:0 *0: NOA No.15-0929.13 00:: • 0 : : Expiration Date: September 22,2020 :• Approval Date: May 19,2016 . • . . • • . • . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer,Duraseal® and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact.Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 09/17/15 revised on 05/11/16,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Safl6z and Saflex HP Composite Glass Interlayers with PET Core"dated 06/j§714,gxp�r neon 12h IM. . .. . . . .. ... . Jorge M.Plasencia,P.E. Product Control Unit Supervisor •'• •:• •'• '': •'• •'• NOA No. 15-0929.13 • • • Expiration Date: September 22,2020 .. . . . . . .. . . Approval Date: May 19,2016 t E-2 ... . . . . •.. . . . . . . . • • . . . . .. .. . . . % .. .•. . . . •.. . • CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC Stn Edition(2014)and of no financial interest,dated 08/17/15, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C.Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P.E.,Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA 3056 WB,dated 03/03/15 and CTLA-3056 WC,dated 04/16/15,all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. IS-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. (Submitted under previous NDA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HT"080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for thea Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. .• ••• . . . . • •• . .. • •• • • • • • . . . . ... • . • . . • • • • • •• ••• •• • • •• Jorge M.Piasencia,P.E. Product Control Unit Supervisor too .••• ••. •••• .•• .• NOA No.15-0929.13 • •�; ; • • • Expiration Date: September 22,2020 ` •• • + + • ApprovaI Date: May 19,2016 ••• • •• • ••• • E-3 ••• • • • ••• • • IYPICAI ELEVATION FLANGE WIDTH BUCK WIDTH 111' 110• LU 5 1/2- 1V g g• 6`MAX N R-ALL 6"MAX. �m� Z L^^ $ MAX. • m id J HEAO/SILL A O MTQ STOE TVP.MfO.p. u n bl f� Il F q Fif E II F jj F g II g g = 11 11 0 ii It B II Y II S 6 II N Tt 11 �^ m C ANCHOR RECIO. VZOU L.ANCHOR REOD. •••••• (Sl j ••32 7/g' 32 7/6` AT CENTER OF PANELS �� �E )FALSE MUM. 32 7/B' 32 7/8' COZIER OF ALL PANELS p • • OF�NAL OPO. O.L.0" OR FiXEO OR OPERABLE D.L.OPG. DL•OPG. OR OPERABLE p •••••• ABOVE 30'PANEL WOTHS ABOVE 3O'PANEL WIDTHS C3 •••••• • • 3/8' .AT HM/SIU- 36 3/8' AT HEAD/SILL �T BODTH • • • VENT WIDTH • C • • •••••• EQUAL LEG FRAME ° r FLANGE & FLANGE ADAPTOR FRAME •••••• •• •• •• N•• • • • • • py ••••• • • •••••• CZ�„ • • ° 110' ••••• •• • •• BUCK WIDTH $_ • MAX. • •• 6 1/21000• 13 6/18' �1{�{{ gg 60000: MAX, S•MAX !XX • • • HFAD/Sm • •• >�, 1IEAo ARIES SENTINEL 120 •••••• • •• • i • a �G STILE _ ALUMINUM HORIZONTAL SLIDING WINDOW- PRODUCT RQVISED • • • • -- • ••• • • n DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ag o•uIP1 Iw1N the Flerlda • •• NIDA- CHARTS SHOWN ON SHEETS 2 & 3. c •••••• • • N°A-ao. 18-0828.13 •• •• °n o APPROVAL APPLIES TO SNCLE UNITS OR SIDE BY SIDE COMBINATIONSL311aratton ote 0912212m c n F a F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY • R g e e X, -e IN PROVED BETWEEN.WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONSBy a na 7$ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WP L APPLY TO ENTIRE SYSTEM. IAMINATFD GLASS TWS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS m• „ REQUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BULLDOG CODE LARGE MISSILE IMPACT o d d�t • ---- R----- -^ „ INCL.UDNG HIGH VELOCITY HUW6CANE ZONE(HVHZ). SMALL MISSILE IMPACT o n W LVVOOD OADS TO KHEBY0UCTU MUST BE ANCHORED PROPERLY TO TRANSFER 1 111 I RE ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCH16S ` 8 11 EMBEDMENT TO BASE MATERIAL SHALLBE BEYOND WALL DRESSING OR STUCCO. '•V im••'•, ,A1L \ l ♦ ANCHORNO OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FALSE MUNDNS E ` NOT PART OF THIS APPROVAL - y (SURFACE A"UEO) 3Z 7/8' ♦ 32 7/8' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. _' _ ••* $ OPTIONAL O.L.OPG. OL OPG. ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRE,SSNLE. 1. _ 36 3/8' MATERIALS INCLUDING BUT NOT LIMTIED TO STEEL/METAL SCREWS.THAT MAY 1 120 �sLOlao�•: drawing ne. VENT WIVIN COME INTO CONTACT WITH OTHER DISSDBLAR MATERLALS SHALL MEET THE . sem W10-1$ FIN FRAME REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS. TYPICAL ELEVATION FLANGE WIDTH FLANGE WIDTH 5' 8 1/2- MAX. MAX. HEAD/SLLL s'wx HEAD uJ. 5'km. Z A C WTG STLE ' z� TYR. m �a S FATG.STILE �4 yyy 11 II 11 11 g II 11 11 II II B II 8 !! �I 8 Et Illi F it II F 8 �� B 8 11 II B / Gi J II II C w J 1 it II II ;; ii ii AT (p. 11 tl N�� Bt 11 11 II ZZZZZ�J 8 IN ��IIJ'Yg,,n�,•,11� ADDI ANCHOR FALSE 4UNRN5 AM ANCHOR REOD. i••••i (st�TFRIJm) !#i 44 s/B' +AT CENT OF PANELS (SURFACE APPLIED 24 1/2' 4B s/8' AT CENTER OF ALL.PANELS • • • D.L. D.L.OPG. FI%ED OR OPERABLE O.L.OPQ D.L OPO. FOU OR OPOM E 0 •••••• ABOVE 3G'PANEL PADIHS ABOVE 30'PANEL.WIDTHS •••••• • • AT HEAD/SU 2s' AT HEAD/SS.L • • • VEM WIDTH •• • ••••••FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAM ° n_ ••••• • • •••••• R 0 • • liar BUCK WIDTH CZ�l ••••• •• • •••• DTH O • • •• •••51/2' ••••• 13 5/16 •••••• AIAX. 5'MAX MAX. (9 o g • • • HEAD/SILL • •• Typ, HEAD SILL U •••••• • •• • • TAFG.SfILE 000 0 • • II II • •• II 11 II O g B p11 B ttt tyc__ Y 7NN�� II II u - - u- n n g ' ♦ PRODUCT RLrMED FALSE MLNM - BwahlgplYingBwilh the FlammCcowd (suRF0.CE APALIED) 24 t/2' as s/B' KOA-No. 1S-Os28.19 OPIKIMAL D.L.OPD. D.L.' OPO. O"photloa 09122P"O OF •• ` dfOghlg 1i0. VENT WMIH FIN FRAME Lam .easel mAy 1 1201�. .� . 6`� W10-18 t t It 1 sheet 1.1 of 11 DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY- PSF v (%0 OR OX SIZES) (%0 OR OR SIZES) b FIE O.RAIL H.D.MTC.RAIL STD.MTD.SAM H.D.MTG.RAIL B.D.MTG.RAD: � 3 TIM GL168 TIM am TRttB GIM Tim mm TIM z FLANGE DIMS. HOLE:DIMS. '8'a'BI' •B'a Be' FLANGE DIMS. DUCK DIMS. 'Xi At'•'6'&'B1' 'B'a'8t' 'G'a'cr MOTH HEIGHT WMTH 181MNT W.(-) EXT.(+) INT.(-) w91TH HoGw wimH Humin oa.(+) INT.(-) -.(+) INi.(-) FM.(+) wT•(-) +e G o. 29-1/2' 25-1/2' 65A 80.0 904 55-3/4' 54-3/4' 6" 65.0 80.0 90.0 55.0 6" 37' it 36' 2W 654 BOA 90A 9-15/18 26' -15/1 25' 65.0 05.0 90.0 80.0 85.0 65.053-1/8' 52-1/0" 63A 80A 90A 9.7-1/Y 82-1/2• 65.0 054 80.0 90.0 65.0• 65.0 74' 73' 65A 80.0 90.0 55-3/4' 54-3/4' 65A 65.0 80.0 90A 65.0 95.0 7A[ q 26-1/2' 25-1/r 85.0 6SA SGA 80.0 15/18 38-3/8' -15/16 37-3/8' 65A 65.0 80.0 90.0 65.0 65.0 V •.~� 37' W.36' 37-3/8' 65A MA 60.0 90.0 63-1/r 82-1/r 55A 65.0 60.0 BOA 65.0 654 53-1/8• 52-1/8• 65.0 95.0 60.0 90.0 55-3/4' 54-3/4" 65A 65.0 60.0 MA 65.0 wo 74' 73' 65.0 610 80.0 90.0 -15/16 50-5/8' -18/18 49-5/8' - - - - 65.0 68.0 26-1/2' 25-1/2• 65.0 85A 80.0 90.0 63-1/2• 62-1/2- -- - - - 65.0 65.0 LL 37' 38' 65.0 054 BOA 90.0 55-3/4' 84-3/4' 85A 65.0 80.0 90.0 .65.0 65.0 50-5/8' 49-5/8• s3-1/6• 52-1/e' sso 65.0 80.0 90.0 -15/16 Sr --ts/1e fir•:. - - - - fixo 854 e ►74' 73' G.0 65.0 804 90.0 83-1/2' 82-1/2' _ _ _ _ 810 65.0 26-1/2' 25-1/2' 65.0 65.0 60A 90.0 37' 63' 36' 82' 65.0 65.0 80.0 90.0 tv 53-1/8' 82-1/8" 8SA 66A BOA 90A C 74'• •• 73' 60.2 60.2 80.0 90.0 (1/Jw) (2/31 • • 0000 • •• 0000•• • • • p • • • 0000•• C W 0000•0 • • • • 0 • {' • 0•% • i• i G OPERATING YENTS TO BE 1/3 OF THE WINOOW WIDTH n ••00•• :0.40. •, • •• O ,^ • OX'XO OR c z m 0000• • • ••• •• • • _ ••••• •VEaATUt*�VENTS V&*I%OF THE WINDOW WIDTH - • 0 00 00 ••••• 'XO OR OX' va • • • 0 •0 ••0 0 • 0000•• • •• 00.00• •• W T4.• 0 UCKOM )S'TTP. BUCK outs am DWS • 0000•• •. • ••• i ;����� E FLANGE FRAME EOUAL LEG FRAME FLANGE ADAPTOR FRAME � �^ FLANGE MUS FLANGE D91SC' FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME - O Y O W M1 O 1 11 PRODUCT REVISED ee aomp with the Florida NOTE. NOAN0A K9 Cod• 1't - e GLASS CAPACITIES ON THIS*SHEET ARE -No. 98-0929.15ge E4 E4 mtlon Onto 00M=020 BASED ON ASTM E7300-09 (3 SEC. GUSTS) � OF ,r Browing no. jj AND FLORIDA BUILDING COMMISSION STD. MTG. RAIL, MTG. RAIL DECLARATORY STATEMENT DCA05-DEC-219 p j pro 14AY 1101 % WI O- a T 111 11 Sheet 2 oT 11 DESIGN LOAD CAPACITY -FRF DESIGN LOAD CAPACITY- PSF ��� (XOX SIZES) (XOX SIZES) STD.MTO.RAH, H.D.MTG.RAH. STD.BTG.FAIL HD.MO.BAH. H.D.XTO.RAH. MASS Tn'7S cum TTTTS 01881 TPP89 MAA TIM am Tym Z °p $ FLANGE DID. k71- DIMS. A ev.'8'&'81' '8'&'FI' FLANGE DDIS. EM DIMS. W&91','8•&'81' '8'&'BI' 'C&'01' "M WIGHT HEIG1tr EXL(+) SiL(-) E%T.(+) IHf.(-) MMM MSGHT WOM HEIGHT EXT.(+) INT.(-) EXr4+) W.(-) DR.(+) INV.(-) 1�'' 74' 8510 8510 BOA 9010 74' 73' 6SA BSA 80.0 8010 88.0 8610 106-1/4' 28' 2S 65A 654 80.0 BOA 106-1/4' 28' 105-1/4' 25' 6510 8510 80.0 0010 6510 85.0 111' 6810 8510 80.0 90.0 111' 110' 6510 65.0 60.0 90.0 6510 8510 � �+ 74' 65.0 8510 8010 90.0 74' 73' 65.0 85.0 80.0 9010 6510 BS.O 0-j$ 106-1/4' 38-3/8' 105-1/4' 37-3/8' �.0 8510 8010 90.0 108-1/4' 38-3/8' 105-1/4' 37-3/8' 6510 65.0 SU 90.0 65.0 SM y)� 111' 110' 88.0 85.0 8010 90.0 111' 110' 89.0 85.0 8010 8010 8810 8910 K2 Q 74' 73' GSA 85.0 80.0 9010 74' 73' BSA 65.0 8010 9010 65A 6" G p 108-1/4' SO-S/8' 105-1/4' 49-5/8' 86.0 8510 8010 9010 108-1/4' 90-5/S' 103-1/4' 49-5/8' - - - - 55A 8510 y 111' 110' 85.0 65.0 80.0 9010 111' 110' - - - - 654 6510 74' 73' 65.0 85.0 80.0 9010 74' 73' 6610 8510a" 0010 8510 65.0 108-1/P 63' 105-1/4' 6Y 81.8 61.6 80.0 90.0 108-1/4' 83' M-1/4" 62' - 111' 110' 80.0 60.0 80.0 90.0 111' 110' - - 8510 8510 O a E • • t ::see*• • • •�/ (1 ) (1/3" (1/0 0/0/2w) (1/(t/,4W) 0 •••••• % % % ! i % d • w ••e• • • • i i' i i • C See 0 0 C4 O ••••• • • OPERATOV W"•Ts HE 1/3 OF THE wMaV WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH C z • • ••••t •• • •s•• • • • 'XOX' 'XOX' o_l • Ire- •• •t X'TSP. am Dw SIM DIMS • • • • • • c C FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME RANGE DW _ RANGE DIPS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .91111 R g E5 ` PRODUCT REVISED NOTE: es�ud lr:LwuN ala Flo Ida E{ kkL GLASS CAPACITIES ON THIS SHEET ARE NOA Mo. 16-0929.13 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 8xptration Date COM1 = OFAND FLORIDA BUILDING COMMISSIONI��Y 9920 p'STD. MTG. RAIL' D. MTG, RAIL, DECLARATORY STATEMENT DCA05-DEC-219 By /ne:.. ati fOd1Q t�Nii1. ahe•t2.10111 rI nt DRBIGN LOAD CAPACITY -PEP DMGN LOAD CAPACITY-PSF �v (%0 OR OX SIZES) (XO OR OX SIM) [M d M.Mm.RAIL N.D.mm.Hen STD.XM.RAD. H.D.M.RAIL N.D.11040.RA16 GIA89 TIM 0N88 TIM MAN TIM am TITM am TYPE Z SUCK DIMS. d'A•Al',ThIl' '6'A of SUCK DIMS. •A'a'Al','B•A'al' 'g a 181' le A'a, o YAOTH RIIGHT EXT.(+) INT{-) EXIT(+) fMd-) Wvm Moff W.(+) 1Kr4-) EXT.(+) [MT.(-) EXT.(+) otr.(-) F a 25-1/Y 65.0 BSA BOA 80.0 54-3/4' 65.0 8$.0 BOA 80.0 65.0 654 ^ 38• 25' 6510 85.0 80.0 80.0 7-15/1 25' 65.0 65.0 80.0 8010 6510 65A iN3 52-1/8• e510 fico eD.o fico 82-1/2• 65.0 65.0 a" BOA 65.0 65.0 73' 65.0 6510 80.0 BOA 54-3/4' 85.0 BS:O 80.0 8010 8510 65.0 25-1/2•- 65.0 6510 80.0 60.0 7-15/18 37-3/8• BSA BS.O 80.0 aA 6510 a" 38• 37-3/8' 65.0 6510 6010 80.0 82-1/2' 6510 65A MIA Bob 6510 65.0 iK QggQ 52-1/8• 88.0 65.0 60.0 80.0 54-3/4' 65.0 1 6510 8010 8010 63.0 85A !0 73• 65A. 6510 BOA s.0 7-15/18 49-5/8' - - - - 6610 BAO Iyy66 25-1/2' 65.0 6510 60A BO.o 82-1/Y - - - - 65.0 85A 38' 65.0 6510 60.o 80.0 84-3/4' 6510 65.0 WA 8010 8510 85.0 s 52-t/6' 49-8/8" 6510 05A 60.0 90.0 7-ts/is 62• - - - - eso S&O 73• BSA 5510 80.0 80.0 82-1/2' 25-1/2' 6510 8510 80.0 80.0 36' 82' 6510 65.0 60.0 8010 82-1/8• 6510 8510 80.0 MO C id • e�'I• 60.2 60.2 80.0 :09 00• 9999 • •• � 8 a • • 9.0901 • 0 •••••• • • (igr- .1/294 4 • 0 0'� 0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH a3 p n„Qq • • • 'XO OR OX' c n 9999•• :000• •• • • 3 � 9999• • • • v • 90400 •� 'VVENTST•I:(a.1000•.R 2 OF THE WINDOW WIDTH Z • • •• •• Vali ii-OX. V p 9000•• •90.9• • •• ••0000• .0 00 euw Don • • • ••••00• 999• • • • 9 --F 999a `o FIN FRAME FIN FRAME a- C tl O W V tl ` 1 ll 111 7 7' � PRODUCT REVISED NOTE: Ha �plping with the Florida •' C aY L GLASS CAPACRIES ON THIS SHEET ARE HOA-mo. 15-092L13 $ E4 E4 BASED ON ASTM El 300-09 (3 SEC. GUSTS) Bxptration Oats 1132r=02D ', 8T/Y7EOF droering no: AND FLORIDA BALDING COMMISSION 14AY 1 1 2U GR401•' W1 Q-�8 STD. MTG_ RAIL: H.D. MM, RAIL, DECLARATORY STATEMENT OCA05-DEC-219 B gt� SSS/� I 1 1 1 sheat 3 of 11 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY -PSF (XOX sms) (XOX BTZES) - o STD.3M.BBD. B.D.MTO.BBD. ST&BTG.BAD. N.D.JIM BAIL B.D.LTTG.RAS. ; GLM RPA GLIA TIPSS mm RPA 01m RPA 9LM 7rm O z DOM DIME. A'8'All.'B'k'81' 2'B•.'81' BDDR DIM. AA'Al'.$'8'BI' 'B'A'81' a 8'01' TDDDI HEW EV4+) IRTd-) Exr.(+) 91Td-) WI01H HmHT OCT.(+) n+Td-) W(+) -(-) oa.(+) Orr.(-) 73' 85.0 65.0 BOA BOA 73' BSA 65A BOA 80.0 &5.0 85.0 �, u 105-1/4' 25' 8&O BSA WA 80.0 105-11e 25' 65.0 B5A 80.0 80.0 BSA 65.0 x ISO' G&O 65.0 BOA 80.0 110' 65.0 85A 80.0 BOA 65.0 65.0 g 73. 8&O 85.0 80.0 80.0 73' WA BSA 80.0 80.0 65.0 65.0 �I 103-1/4' 37-3/6' 0&0 BS.O 80A Oak 105-1/4' 37-3/e' 65A 65.0 80.0 80.0 65.0 8&O //yy �NW 110' 65.0 65.0 W.0 WA 110' GSA 86.0 ODA W-0 G&O 85.0 W 73' 85.0 65.0 BOA 80.0 73' 85.0 05.0 80-0 80.0 88.0 6&0 �8 105-1/4' 49-5/8' 65.0 I 8&0 80.0 BOA 105-1/4' 49-5/8' - - - - G&O 65.0 110' 83.0 1 65AA 80.0 80A 110• - - - - $5.0 1 e&o I 73' BSA 65A 00.0 WA 73' 63A 65.0 80.0 80.0 BSA 88.0 g $ to-1/4' 82' 81.8 81.8 BOA WA 105-1/4' 62' - - - - 85.0 85.0 71 110' 80.o 80.0 WA 1 80.0 110' - - - 890 65.0 t) •••• ( t1 (1/sw) (1/44W) (1/?tih (1/0) $r •• • 0.906 �n 0000•• •• 91N O •••.•• IERRING•'IENTS TO BE1/i:THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH V 0000• •• • jXQxw 'XOX' iI� �o _ • • • • • o. • • • •• 0000 V 0000•• • • • 000.00 0.6660 • 669 • •0 6 6 • •0 BUG(11,56• • • • 6006•0 666• • • • • •666 c FIN FRAME S X FIN FRAME • 0 E5 `, A�Po ,I� O i• PRODUCT RUVISED ./m ^ as so Mth the t'bAda g ,no $ NOTE: Noa ,no NOTE: GLASS CAPACITIES'ON THIS SHEET ARE E4 E4 BASED ON ASTM E13DO-09 (3 SEC. GUSTS) Expiration Date 0812212020j .OP drawing IS AND FLORIDA BUILDING COMMISSION B q� � �s.- STD. MIG. RAIL: H.D. MTG. RAIL- DECLARATORY STATEMENT DCA05-DEC-219 y uconra 14AY 1. Wi0 �/ �� W10-18 ��'1 aheet3./of 11 1/8'ANN.GLASS rte. 1/8'HEAT STREMD GLASS Suflex Iate .075'later CP 1Y8h�PET Core Sollex CP Ylifhr PET Caro O By'EasFmon Chemkd Co.' By'Eaelmon Chemical Co.' OR OR m .080'Interiayer 080'into rkyer 1/8'HEAT STREN'D 61AS5 0 Saflex Clear L Color Gloss SaOex Clear And Color Gloss p+ OBR'Eastman Chemical Co.' By'Eastman Chemical Ca.' 1'•� 090,Inters .0 A75'intorkiM QQ�7 Sentrytl0e oyer. �a �terfoyer Safbx CP With PET Care $ By Kuraray Amerka,Irw.' By'Kwaray America.Inc.' 0R'Eastrnan Chemical Co.' OR OW tniodayer 090'Interlayer .080'Interlayer Se,dryOks 8 KunuW ButacRe PVB Kuraray ButacRe PVB By'Kumroy America.Inc.' By'Kurcray Americo.Inc.' By'Kuroroy America,Inc.' 1/8'ANN.GLASS 1/8'HEAT SfREN'D GLASS 1/8'HEAT STREN'0 GLASS SILICONE 1200 SILICONE SILICONE 6E 1200 GE 1200 's S DOW CORNING US DOW CORNING B99 5 DOW CORNING 899 41 DOW CORNING 895 ,� 41 DOW CORNING 985 iv L11 DOW CORNING 995 O • O O O C • • E8 EB aLS •••••• •• • AT♦/A POINTS ON LITES AT 1/4 POINTS ON LITES Y7 AT 1/4 POINTS ON LITES �l • • • �01RDER T.N 36' WIDER THAN 36' WIDER THAN 36' p w 0000•• •••••• • GLASS TYPE 'B' GIASS TYPE 'C' •• 5/16'NOMWAI.64M.CLASS 5/16'NOMINAL LAM.GLASS 5/19'NOMINAL LAM.CLASS C " • 000004, 0+^ • •• •• irC3 ••0.0• •• •• • • • 1/8'AI@I.GLS 1/8'HEAT STREN'D GLASS O M 0000• • • •.• Lis • • • •A73'Imesay� 07S'In 'i7$ ••0•• •• • "(�p With PET Care Sense f0'M PET Care Cc Z • • 0• 0•• EasGi@n Chemical Co.' 'Eastman Chemical Go.' s •••••• .�9b�•Iniorlayer OBD'Interlayer Calor Man 1/8-HEAT STREN'D GLASS U O v • • • • q�lt And Color Glasse SaOee dear Arid fa n Chemical Co. 8�yy'Eastman Chernicai Ca.' U •••••• • •• 4R•t••. OR 075'Interlayer 0 • 1/0 AIR SPM@ 090 Interkyer 1/4'AIR SPACE 090•Interkyer 1/4'AIR SPACE Sallee CP th PET Care • ••• • SontryQpe Ser1lryous - W'Eastman Chemical Co.' • By0'KuroW Amerhw.Inc.' By'Kuraroy Americo.Inc.' OR •••••• 1/8'ANR.� R 0 OR 090'blmkyer F • • ABO'interlayer 1/8'HEAT S/REWD GLASS t190'Interlayer 1/8'HEAT STRENb GLASS SantryGiOe Sf .... Kuroroy Butacite PVB VA-11 ButacRe Pve By'Kuraray America.Inc! tl By'Kuramy America.Inc.' Ily'Kuroray America,Ine.' 1/5'MDL GLASS 1/8'HEAT STREMD CLASS 1/8'LAT STREN'D mIL9s PRODUCT RSB ith ts•E� attis am Ig SILICONE SILICONE SILKXINE NDA-Ho.C9oHd�o16-04Y8.13 m GE 1200 j GE 1200 �r m GE 1200 11 DOW CORNING 898 = DOW CORNING 898 y� Etxpira/1en Daft 09FAZU20 •P1 41 DOW CORNING 995 \ MI DOW CORNING 995 $ Y1 DOW CORRW40 995 B ' a� XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER IOam • rasa Control y ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' ST.STEEL ITY'CARDINAL' C a o w r a OR OR OR 4t I if/ a OURASEAL BY'QUA EX 0 DURASEAL BY'QUANEW IC OURASEAL BY'QUANF71' 4�.ff o 0 OR 0 OR 0 OR �� .............. 2 . E9 SUPER SPACER BY'OUANEX' 8 SUPER SPAM BY'QUANEXegg' SUPER SPACER BY'OUANDP . y; AT 1/4 POINTS NA SIZES M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES GLASS TVP&'AI' - GL.ARS TYPE.'BI' GIASS TYPfi 'Cl' 0.70'OVERALL INSUL.IAM.GLASS 0.70'OVERALL INSUL INA.GLASS 0.70'OVERALL INSUL.IAM.GLASS PAY 1 129 �ae� droving no. IN ORDER TO QUALIFY FOR SMALL MISSILE DWACT RAW ��•• W'O_1 8 EXTERIOR PLY OF GLASS TYPE'Al,-81-6'Cl-MUST BE TFl1PERED. ,RY � N�„ FLANGE & FLANGE ADAPTOR FRAME y,�V SEE E1kY. RIXTURE WOOD M= I TYPMM ANCHORS d • .a;.• "�': .. SEE ELEV. ^ 3 '" ° ,'j •' •EDGE• - FOR SPACING ;r-----------------7' "l. O a 4 e A.•'•.a • 4 9�i , 11 10Ak11-OA_OE OOUNIY APPROVED I I q I IIi Qg ;MULUON do MULLION ANCHORS 1 �d ♦..ti.,. EDGE DISE. \ ;IC I tl.g F i SEE SEPARATE MOA 3 01 1 I EDGE O6T. 1 0 t g �� TYPICAL ANCHORS TYPICk ANCHORS •FOR SPACING MR S SPACING t�Rtt 2 3/8'MN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE i •• • - • TYPICAL ANCHORS: SEE ELEV.FOR SPAC O4O c • • *000 • 19 2-3/8'MIN. 4 DUL LILTRACON 'ELCO' yp •••••• • • ]f " �_ (Fu=177 KSI,Fya155 KSS v • • • • • N `�� INTO 23Y WOOD BUCKS OR WOOD STRUCTURES 0 w •0000• ••:••• S • • : \ 1-1/2" MIN. PENETRATK)N INTO WOOD • , • ••• ----��11 A THRU 1 BY BUCKS INTO CONC. OR MASONRY a •••••• d �j •• • c WM�7He MGL�&K7C 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 40 r ••••• ••wV"• • • • R'i I o � �OF DIRECTLY INTO CONC. OR MASONRY 39p • • p o BEVELED WOOOBUCKS N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c z ,. 0000• • • • • • 0 • 14 SIMS` OR SELF DRILLING ING REWS (FU-74 KSI.Fy=88 KSI) k.-v ••••: • • • INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") U o • • W INTO METAL STRUCTURES •••••• • •• • • STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) • • • ALUMINUM 1/8"THK. MIN. (8083-T5 MIN.) • ••• • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) s••••• 0000 • • • PRODUCT REVISED TYPICAL EDGE DISTANCE t E7 the Iua i�g'Co�• the PI•Nula INTO CONCRETE AND MASONRY = 2-1/2" MIN. Q t NDA-No. 1840929.13 INTO WOOD STRUCTURE m 1' MIN. Q Haplreften Date 09=1210120INTO METAL STRUCTURE m 3/4'MIN. " 112-/ BY WOOD AT HEAD.SU OR JAMBS SO-OM MIN., Ij t t ltlam CONCRETE AT HEAD.SLL OR JAMBS re=3000 PSI MIN. wt C-90 HOUAW/FUM NORMAL WEIGHT RACK AT JIBS fm 2000 PSI MIN - ffiif8$� ' t I MPHOLES: W3 © i O W1 m 1/4' X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH \ It It M END WITH PLASTIC COVER W2 = 1/8" X 1/2"WEEP SLAT AT 3-1/8" FROM EACH END j 4 ; <ri W3 * 1/8' X 1/2'WEEP SLOT AT 3-1/8' FROM EACH END °.• F110E ^• •. .7YP1CAl•/WQIDIS\ • I IYPMAL ANCHORS OF ,, draaing no. ' 18Y SEE" ELEV. :. ,d S . �► O80P: R SPACINGFOR SPACING ......... �WOD SJCK laky lit t sheet g cT 1 t FLANGE & FLANGE ADAPTOR FRAME yl�U 1/4-MAX. BUCK WIDTH 1/4-VAX � 01 SHIMS TYPICAL ANCHORS VENT WIDTH VENT WIDTH St+D�s FLANGE ADAPTOR FRAME FOR SPACING O O O 1/2-TYP. 9 pS .a. o $ � WOOD • ••—SCREENS OPTIDMAE .•_. ,4i c. .._.. __.._.._.._-_.._.._. WOW STRUCNR SI1 da IL_J� - y8ij, +ey WOOD BUCKS XOX LAYOUT EXTERIOR tYM9Cal ANCHORS i•'• •. L1.L OPG. SEE 0". _ FOR SPACING MIAMI-RADE COUNTY a . APPROVED AIULUON C • •• @ MULLION ANCHORS SEE SEPARATE NOW O m� • • •0906• • BTC•WIDTH BUCK WIO1H O ALTERNATE F3 » •e•••• • •e• • o .....• M] ...... . . . . SWEEP PRO.,To •• • • • f___l F SPRING I= • •••••• I ; aLf,) �W • I •••••• F-096. • •• •• •• k_ __ _ s8 N � • ) • • • •o••w • • •••oe• " cz� • • 1 •e••• •• • sees 11 I 1 • • � Oo ••oo•o • •• •••••e • • • • Es e• ••• • • •• �¢N FOR SPACING • 000, S �• BUCK WIDTH 1/4'MAX SH,M 1 SHIMS ' O VENT WIDTH O © TYPICAL ANCHORS TYPoGL ANCHORS SEE ELEV. ' _ ' SEE EM. FOR SPACM v> FOR SPACM INTALLNUON DETAILS SHOWN ON PAGES 5 g 'et'/4, AND 8 APPLY TO EMH FLANGE FRAME AND a d FLANGE ADAPTOR'FRAMES. • $ 9 S I� � oouvo METAL p 11111 M �� SCREENS t — PRODUCT REVISED ••aomnhlna vrtt6 the FloNda EXTERIOR i�BUCKS ppm Code16-09x9.13 e XO LAYOUT D,L OPG. : ET:PiOF r rt! droWinB no. PAY s! t t y ........... S 8 m ° I//TT 11 ` Bheat 6 of it TMCAL SEE ELKSTRUCTURE EQUAL LEG FRAME FOR SPACBW roy.V qn • - _ - WooD BtH3c_ 1 TWCAL ANCHORS -------------------- �, •. •: SFE ELEV. Q gggg 'A4'. .a b'e < .EDGE'DISE:• 4 NOA DIST. FOR 9PACINO H SEE SEPARATE MULLION am :.. a r.�::-•.'- ,:..'.:.•.::,..;.• � ,- � ;i DISI•. �L__ ----- _-----J E3 r Qg S ANCHORS S � d� ' FOR SPACM FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 4 NTO WOOD, CONCRETE OR METAL STRUCTURE ISEE ANCHORS WITHOUT THE NEED OF A WOOD BUCK. FOR SPACB•IG z 3/8-MIN' 1/4•MAX. m IUCIC rnorN p---W • •• SHS 1 � • • 0000 • • E1ZIF --• W •0000• • • • 0 FF 00.00• • • a,v n 2_3/6•ION. W 0000•• • � • • 1 i/4'° �-"� 00 o LIG�L_ 0000• i • •• p, i• i • _ - C • • W • • S •.w (_.._._.._.._.�.._.._.._.._...... WHEN USED THE MIN.WOW OM �I •A•••: 0.0 0 0• 0 • do ' DEPTH SHNJ.6E 2W.THE USE OF MIAMI-CADE COUNTY MULLION {yv� , DEEPER OR BEVELED WOODBUCKS 6 •0.0•• W • • 6 •hUIUON ANCHORS (S • t SEE SEPARATE NCA U 0 •• • • y • BUCK WIDTH BUCK WIOTH • ••• • • of TYPICAL ANCHORS F r • • • • SFE EUEV.FOR SPACINC 0000•• 0000 • (f---T • Jj 0000 r i i 88 1 ' E7 D W2-1/WIA i 1 1 W3 c" O III 1 1 PRODUCT REVISED ' 6i :e' a B�tl�yldT with th Florida - � �, - ..+, •,• ... `y� :;�•:'� '. '• ,.•• ... Hoa-No. 78-0929.18 _- 8 EbGE Gt$3'.e • •.. :• • ..q • - BxphaUon Dafe 09P22002Q TYPCAL AAcHm y'•E 1 SEE1 ANCHORS TB OF dmwing no. '•• 181, - SEE ELEV. °.. .'q'•' - FOR SPACING MAY 1 1 $' ••'!;�OITLDP���WWW, W10-18 WOOL IHUCC .FOR SPACING IW a P ILLUSIRATNE OM ONLY FIN' FRAME En.OR INT.FMRSHES aNG 7� NOT BY CGI i Z m^ 1 f 0 1/2' �g N�WRAP TYPICAL ANCHORS; SEE ELEV.FOR SPACING #8 SS (Fu-74 KSI MN.) © es ' 1 TO 2BY WOOD BUCKS OR WOOD ���R� Ile MN. PENETRATION INTO WOO CAULMING • n wow •••••• •• •• • •••.• NOT By • • •• -- t -- S�ruRE 1/sem 9u«WIDTH • c •••.• •..� :a, f/Y MIN. f/Y MM. •••••• • •0004 • • x ;NM; vt O •1 • • • (((��� • • rLQ Z Bi • • E2 v� • • 811CKBED ••• MUM r u � p llp ' , --•-SCREENS Off. .-..-...... - _ - RIF 444 W2 I Me � fKNI�aarAP . I i NOT Br cta Wf , EXTERIOR B2 WMEo PO moo• HOUSE WPAP PRODUCT REVISED NOT By col � �/a• g �� � es�=Man with Die t°iortda •:*_ NOA-No. 18-09Y9.13 mwfauon Dale 09=12020 lop . drov ng tro. TWICAL NiCHORS idAY 1 12 '�'•••.a�a:.:•�.? W10-1$ SFE �i'S��NAI.� ` sheet of 11 FOR gpACRD IHiam a on LT731T PASr 9 R1DA81= DISCRUPTION MATHIM XW./BOPPTIWBEMARKS �u Et CGI-f00 - TRW JAMB®FIXED GLASS eo83-T8 CG1 ExTRUDER b Q CGI-113 - FRAME SILL 6083-TB C6!EXTRUDER E3 CGI-102 - FRAME HEAD 6083-T6 CGI ERRwm a g E4 CGI^703 - LIEE7BR0 RAIL 8983-TB CG!EXTRUDER Q ES CGI-104 - LOCK RAIL 6053-TB CCI EXTRUDER !�' Ea CRR-105 - HANDLE w 8063 TS CGI EXTRUDER p E7 CGI-106 - SASH RAIL 6063-76 CGI EXTRUDER E8 CGI-107 - S/18'GLAZING BEAD 6083-T5 CM EXTRUDER E9 CRA-106 - 0.700'GLAZING BEAD 6063-15 CGI EXTRUDER } .q Etc CM-109 - FRONT FLANGE ADAPTOR 8053-78 001 EXTRUDER �j I Ell CQ-110 - NAIL FIN ADAPTOR 8063-T6 CCT EXTRUDER Q E12 CGI-135 - IF FRAME IAMB 0 FIXED CLASS 8063-16 COT EXTRUDER 8 � E13 CGI-136 - TF FRAME HEAD 6063-76 CGI EXTRUDER oil D E14 CM-139 - IF FRAME JAMB 6083-76 C01 EXTRUDER N •Ap E15 CGI-140 - t'MUNTIN 6083-75 CGA EXTRUDER S &C E16 CGI-141 - 2S•MILLION 8063-T8 CGT EXTRUDER ,1 E17• -605 - i FRAME 6063-75 CM EXTRUDER EEE P Ei80 •001-414 SILL SNAP IN 6063-78 COI EXTRUDER • • E19 -113 SILL FO.LFR 8083-T8 COt EXTRUDER • • E20 CGI-4116 • - • FRAME JOB 808.1-78 CGI EXIRRAxER •••••• Q7 -17 - HD LOCK RAfI. 8063•-TB CGI EXTRUDER k • Q2 CGI-138 • - • IF FRAME SILL 6063-T8 CGI Ex"WER 0• R.4 CGI-109 '0••6.0• FRONT FLANGE ADAPTOR 6083-78 COI EXTRUDER 0 6.900• 06 as as 0 -Am 0 •- _ GAZING BULB NMt(W�TIETER 75-80 SHORE A) PVC - 6••.•• 111 - SCREW txJVER(OPTIONAL) PVC - .O C 0 0 0 0• •CGI-412 3*0 04CHORS EOUAL LEO COVER/SHIM PVC - 0 X+^go • • CE12M SILICONE SILIew GE60•00• - 0.700'X 0.040'BEAD DOW 990 SILICONE DOWO• - 0. �f41DW BEAD .0 31i DOW 869 SIICONE OOW CZ •••••• M76 ••- ••�� SETTING BI.oaR EPDM ouROM1:TER 8035 SHORE A • ! PROTECTO WRAP WATERPROOFING OR EOUN. - 0 • 119 684 - ROLLER TRACK PVD U 000000 M10 •G&I-128 01 PER SL4H ROLLER FOUSWO NYLON - O M1 01NG PILE WITH CENTER FW WOOL ULTRAFAB OR EOUN. M12 CGI-129 1 PER SASH EGRESS WOR ALUM. SULLNAN U13 CG1-131 2 PER SASH WWDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTUFT BLOCK NYLON M&M $ U15 OPRONAL RETICULATED FOAM 30 PPI - c MIS CGI-134 - JAMB SPACER PVC PROTOTYPE OR EOUN. L$ Mil A30730401-32 .f PER W0. CAM LOCK DNC TRUTH OR EQUN. �6uawspoomaflRivp 96th qre FlorIN• 3${ MIS CGI-132 2PER WD.2' 3Am STOP UCT RMSED PVC PROTOTYPE Cod $ MIS CGT-111 0 FR.HEAD SCREW COYER PVC PROTOTYPE NOA1-N•. 15-0829.1$ NrMO CGI-125 2PER SASH SASH CMM(B/T BALANCE) NYLON M&M MZ2 - VARIES HF-FW(VEEP COMB i� AMESBURY OR ElIAV B><pir•Eion 061s 139122P2020 S2 2 OR 3 PER CORNER It 10 X 1 1/4•W.PHL PH.SMS. Sr/ST.ASSEMBLY SCREW - B�FIm ro uat •n691 $ 1� S3 - 1 1/4•EMBED. /a X 1 1/2'I.Q.PHL PH.SMS.FIN ANCHOR SCREW - - g u•w o S4 - 4 PER WD. 8 X 1/2•PH.SMS.ST/ST BALANCE BRAOV SCOW - - SS 2 PER N0. /8 X 1•LG.Fit SMS. ST/Sr.SPIRAL TL ASSEMBLY - - ; P�" ...... SB - - p 6 x 1/2•W.F!L SMS.O C01-133 &CAM LOCK SB - 4®M.RAL #10X 4'L0.PHL PH.SMS. ST/Sr.ASSEMBLY MEETING RML So — 2 PER AIVIllO T /lox 5/a•LG PHL FR SMS. sr/sr.ANnuFr SCREW OF ? � dror111g no. OR1DR• �\ O—7 8 14AY 1 120 ,s....... Its. � 6neet 9 9r t t 2.410 2.440 ills .oes .a96 u �j 1.015 .705 .050 TYP. W. 2.101 11.301 t' 1.880 Q �0 J 2.548 Ogg .801 005 1.220 •�4 .584 �' 2.348 j7p, 1.007 O 5/16'GLAZING BEAD O .700'GLAZING BEAD S� BS 7.795 t.�S -1.449- 1, .449 N. 1.145 1.155 LI'l-Ne YP.1.018 21 1.016 .746 Ett NAIL.FIN ADAPTER 180 � E1 FLANGE FRAME HEAD O FLUSH FRAME HEAD ES MEEDNG RAIL r 11 LL •20 I 1.4118 .OSO A� Da 1.015 1.015 1.788 1.413 1.140 .085 7.140 tYP. pp 44 2284F12d5 O FLUSH FRAME COVER O SCREW COVER a g • • ou 1.015 1220 �� • • • 080 •••••• 004 0 M • 3430 088 RA • • 4.430 aw. • +� •• 2s08 3.185 2s85 1.043 C n •.•••• 0 O L00( RAIL ® S81 FILLER . • s • • iL • 1.738 f]w • • ,160 ••••• • ••• •• C • • C ••••• •• • •• • 550 .OSOC4 • • • 2'4�• • 2.440 • • �`1 • •• •••• 2.770 •••• FLANGE FRAMES O FLIKFL FRAME SILL t.0ts .085 0; IYP. 1.220 C z • Og•••••• • 2.7n •• •• 2.737 t FLANGE ADAPTOR •• •• .088 • • •• 085 1.043 v o g •••••• •• IYP. • • TYP. • • Flt ALT. LOCK RAIL 2.505 •• 2.813 2505 2.613 1.882 XBS opig .065 fWWCg yyyd lit h� ��&237 2.58 �2.737 I.Cis $ FLANGE FRAME JAMB (M(MNG) ®FLUSH FRAME JAMB (MOVING) m-vww VFW a-i.7145 45 - .085 1.043 d a' O HANDLE RAIL $$$ 0 ouu,o 1.025 `1 l 111 o I-2 . ? IYP. 1.395 PRODUCT ROD!�pU�CyCoOTd�oREVIS D _ yy� yg � �• X8.5 •743• NOA-No. 18-11828.15 *•• •:•�_= S ^ Soo 1245 1.015 ExPf►M[on Date 019PL2fZ020 0p .•�j drow}ny no. By . g,, t [JAY 1 126'YO � oc� w1a-18 Et FLANGE FRAME JAMB (FIXED) ¢� FLUSH FRAME JAMB (FIXED) _ O SASH RAIL ! 1`` ehgat 0 of 11 S2 j /i sz I l v • • • • FRAME TOP CORNER L • VENT TOP/BOTTOM CORNERS - S2 ••••• • • •••••• • • O�n o • • • • • �/ ta O N M • ••• • • •• U O { •f•••• 0100 ••• • • .10 gig u e r e FRAME BOTTOM COINER ; J �i� ? •t � asRODUCT oo�hrihA�tlfeBflortde _�:• •i it'� $ � $ N .CCaaddeel9-0829.13 oLpiratlon nate 0OMMAM drawin no. r NES 17 °PoD-�4� W10-18 F1XE0 RAIL COR9 ro F11 1 1 // 111 1 sheet 11 of 11 M IAM I•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miaimidnde.sov/economx CGI Windows&Doors 10100 NW 25111 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No.M95-13A,titled"Mullion Elevations and Details", sheets 1,2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad,,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if-there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dada County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1220"add DoDs4ts,dtt19s pagC•1 and evidence pages E-1 and E-2,as well as approval document mentioned abovo. •: ••: i i i•i •• The submitted documentation was mviewcFd by Watle:Perez,•P.E. • • ••• NOA No.15-0420.08 NAMI-DADE COLHM : 2015 • • :• :•• • 000 : : Expiration Date: March 28,2018 8 6 15:0- c••• -0: •• Approval Date:August 1 page 1 . . . . . . . . . . . •• •• . • . •• •• ... . . . ... . . 1 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No.M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2,3, 4,4.1 and 5 of 5,dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HT1-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory,Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96,signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked-up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M.Medina,P.E. (Submitted under NDA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5" Edition(2014),dated 04/13/15 and 07/25/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 *00 ... . . . . . .. .• 0 0: •. . • . .• Manue ,l P P.E. Product Control xa iner • ••• ••• NOA No.1 - 420.08 • • • Expiration Date: March 28,2018 •. 0 • • •• Approval Date:August 13.2015 00 0•• . . . • . • E-1 . . .• • . .•.. . . . . . •• 0: • . . • •• •• ... . . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dadc Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory,Inc.,dated 03/26/08, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NDA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering &Testing,Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion--L.M.I.,approved on 02/28/13 and expiring on 03/28/18. . .. . . . . ... . A'f opt a AV �• ••• •• '• Manue er .E. Product Control E a her • ••• ••• NOA No.15- 20.08 0 • •• Expiration Date: March 28,2018 • :• •• Approval Date:August 13.2015 .. ... i-2 ... ... . . . . ... . . . ... . . . . . . . . . . . . 0% .. .. . . 0. .. .. . . . ... . . .tes 1\ .fes � n � 3 Paoli F 3' 4.000 TYPICAL GLAZING PRODUCT Ix=.332 ON\4 �►�. y000 y S Sx .332 W\3 IP ANQL 8 J 8003-T6 iC �Mi 1 X2 MULL 6053-Te 6200 1200 �d84 L___ 0000 &OW 200 NN g 0{ 3• iHt a P 8000 • • .HES N • • • 4.00o 'w' DnERNSION g g g e* • • IP •• • MULLION MULLIONS CONTAINING TYPICAL G ING PRODU .'L7-EN. • • • • • HORIZONTAL OR VERTICAL • • •• 2' 1.888 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING p • • • • 3' 2888 • •••• • 4' 3.6� • 'd •••••• •• •• •• • 8' !4888 - MULLION SYSTEM IS RATIO FOR LARGE MISSILE IMPACT. , AND CAN 13E USED A ALL MIAMhDADE COUNTY APPROVED ••••• 'B W\4 g••• • IMPACT AND NON-IMPACT RESISTANT PRODUCTS. Ny • • a\3 Ix-2.5762 IN\4 6 n ••••• •• • ••• Sx- 1.4881 ON\3 715 NtO • • •41X3 MILLION •s o• : RECTANGULAR ALUMINUM TUBE MULE IONS o � •••••• • • 8083-T8 2X4 MUWON USING MULLION PROPERTIESONLY O •:•••• : •••• goes a 8083-T8 LB7S NOTES: �'j O .IBS THIS PRODUCT HAS BEEN DESIGNED IND TESTED TO COMPLY WITH THE � v e• ••• • : •• o � 0��,125 IE ZONE(THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURIWAN•••••• •g••0• L ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE •••• APPLICABLE BUILDING CODE REQUIREMENTS LID-HIND LOAD,WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 4200 WOOD BUCHS BY OTHERS,MUST Tff ANCHORED PROPERLY TO TRANSFER I.000+j LOAD$TO THE STRUCTURE. 12S MU f ON IP FOR 1 BY TUBES ANCHORS SWILL BE AS LISTED,SPACED AS SHOWN ON NILS EMBEDMENT MR COI^383 TO EASE MATERIAL SHALLBE BEYOND WALL COVERING(STUCCO.TRE EM). 8083-TS ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILSARE NOT PART OF THIS APPROVAL v 423 Gm L700 A LOAD DURATION INCREASE S USED IN DBSII OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO AL SCREWS.THAT e n rY 4200 'n COME INTO OCONOTT CT��ffDGD.ISSMAR��SIHALL MEET 714E INSTRUCTIONS: OWE USE CHARTS AND GRAPHS AS FOLLOWS. C n u r m 2000 .125 STEP 1 DETERWNE DESIGN LOAD REQUIRED PER ASCE 7 gg _ FOR PARTICULAR OPENING. AWPRODUCTRBVISBD STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING amABOVE I=REQUIREMENTS. gylAO tAO ps �y�gpyHeg NFLA.M S81}B y Building Coft STEP 3 USE CONNECTION N AS PER PRODUCE 3 2NO 4A0o 1 Ix=2.0374 IN\4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH 0 Sx d 1.0157 PN\3 Ix o 8.2787 IN\4 STEP 4 DESIGN RAM MORE THAN DESIGN LOAD SPECIFIEDBS Sx a 2.72186 iN\3 IN STEP 1 ABOVE JU 2015 Ptiodmd no MULLION ION CTP FOR BY T IB c USING ANCHOR TYPES ON SHEETS 4&8.AND ANCHOR GRAPES 1X4 MULLION 2X6 MULLION DU,_ ,$I E ON SHEET 3,SELECT ANCHOR TYPE WITH ISI RATING M95-132 8063-T8 8083-TB 8003-T6 MORE THAN THE�tl LWd$SPECIFIED IN STEP 1 ABOVE sheet 1 0}$ .. ■■■■■■■ PFFRUI I■EMMENE■ RIERN ■WEI �����il■■■■■■■ mHom i■■■mu■■■ ; NN■►\■R■\`mmmm ■EIRE■■■■■■■■■ ■ OMEN■■V■■■■ ■MEHEMMUM■■■■ �- ■■WEE■E■■■■■■ REEM■■■■■\E■■ ■\\NE■RE■\■■O■ ■■\1■■■■E■■■■■ 1\■mRE■N■■\■■■ ■WEEMIMONLM- MM■ ■■■REMEEN■■■■ \1■\■\■■■■■■m■ MEN ono\\■\\■■ ■O■\EN■■NE■■■ ;; MUER■\ENE■ER\ _ UNUMENEMINEOM■ v ■■■O\■N■■■■■■ ■WEMM\■EN■■■R WEREI■■\■\9■\N ■■■O\■■■■■■■■ ■\1■Ru■►\■■■■■■ NR■►\■■\■■\■E\ SE■EN\E■■■E■■ : ■R\■\\■R\■■EI■■ ■►\ERM■■\■■\\■■ 1\■■■E■EE■E■E■ ■■\\■■\■w=mM■■ -_ MWEEMENEWUNDE MMES■■■■■E■E■ m■\■EO!■`■■■E ►R■■■■■■■\\■■\ EI■■E■■■D■■■■■ MMER■E\■■►■■■ HE\■■Omoml[- mom 7\9■■■■E■\■■■■ EIE■■m■�!Ih"M■\\■ RN■ME■M■■■■■■ �►e� ���■■►�■■ ■m■■Oo■■►■■um ■HERR■■►M■■■N ww"EMR■A■■EE■ RR\■■\`1ENV`\■■ MEWEN1■■V`\N■■ wamom■■S■N■■\ mmumm■V`\■■E.■ . 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Q I '4' U� iyg�L i 4 • 1 O •••••• • •• t•• 0�� • • • • 1.600 1.600 . • ••• • MAI. • .. MAX 1 O • • • • — — 2 SC� SIDE REQUIRED FOR 3"TUBE MULLIONS CUP G ATTACHMENTS NOT APPLICABLE FOR 1"X2'TUBE MULL 2 SCREWS PER SIDE REQUIRED FOR 3'TUBE MULLIONS MAX .a CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2'TUBE MULLf3 MULLroN 1 3 SCREWS PER SIDE REQUIRED FOR $ 4' de 6'TUBE MULLIONS 2x2x 1/8' ALUM ANGLE I I 1 j dr ___________ 14&U.S.� 1 2/ANGLE Cy 2000 I MIN. 1 1 NVCH ANGLES TD g c W l•O BLE SILL OR TRIM •f t I t AFOIAD PRODUCT REVISEDCNI •Lt ' e�swmF1y61gwiUlUroFlartd• C e FTA.PE/30 3 • < I- a :'a• ; 3638, arm 15-0424 Qg L ':.'4': •,••^ ', � '. :• ' • ,. LTak 2018 $® b � •PRECAST CONC,.° $ .'I • PhoNu9 dmvinq tlo. •'!,$�'a:• - . ;�4 ULTRACON UL 2 0 20 M95-13A A • sheet 4 of g . 4(4'0 WRACON •<' MUCLIP ;9 I/A,VGLE MULL1oN Cts ":�' TRAGON To Acs> z ,e •ANGIE CLV'.AN0.E TD 14AS�•S2Y MULLION CUP q ----�------ °A P.N ?.4 rIs -----rr'—_"_— 4/4'f UURAea. 1/ANGIEI.FMBEDMULLION ,�.< IA p� • MULLION •4••' CONCRETE OR • •• ISY OR'29'! NASONRY BLOCKS • • • �BUCK fOY OR 28Y • • •• MILLION • •• 4• -MULLION W006 BUCK 0000•• • • • ••i •• 0000•• • • • • MUWON O • • t i ZZ •••••• • •• 1 I • -- 1 1 ----rl----- •°:, to • • M I • I I rt t l Z 0000• " — I I �• d 1 1 Q N^ • • •1 1 • • e .� j j N IeMj ' a • • ••i • I 1 I 1 '� 0000•• I I :a' 11 •<,� $ Z • • • I I • t - �_ 11 • I 1 ''�' n� ggr� 0000•• • •• 000 •• �OJ 0000•• 0000 • • � � — • • d MUUJON I I I I I 1 1 I I Zo• a_ 1---------------- ----------------- NOTCH ---------__^—___________ NOTCH CLOPS TO g u MISS MARBLE SILL SEE SHEET 1 FOR APPLICABLE MUWON CLIP TO OR TRM 1BY OR 2BY TUBE MUWONS AND FOR FABRICATION OPTIONS OF MUWON CLIPS Eftr.W MMD PRODUCT REVISED e e nA.PE 1 70582 suIas�C06 the PloHda y 1 A. •d 4iuilg 36:r�rrr:•iii(ic. �• � rAia•DatOBy PRECAST a P� dra,Hng rlo. i%/4M95-13A AE2015 Bnt•L of 8 ACCESS HSE 1/Y SM.S $ n WOOD BUCKS AND METAL STRUCTURE NOT BY 001 WDW. SEE CHART FOR OWNiD1ES TUBE MULLION AM$1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q ANCHORCHAI N0.OF -----'----- ------------- TYPICAL ANCHORS: SEE ELEV.FOR SPACING TYPE'A'- 1/4' DIA ULTRACON BY (Fu-177 ISL Fy=156 KS) TYPE EB INTO 20Y WOOD BUCKS OR WOOD STRUCTURES _i ---------- o -- 8 1-1/2" MIN. PENETRATION INTO WOOD i ••s• THRU 1 BY BUCKS INTO CONCRETE I a • • •••• 1-1='4" IMR. EMBED INTO CONCRETE 6TM�6�TALLED IN EVER j SMW CANI fta x a/a AT lSMS X2 ••••f• PER tl.w AT 1x2&1X3 MULLION yy • • jAPf•B'- 4 4bML ULftOON BY 'ELCO' FU=177 KSI OINecnON �,�I,. t 2 PER CUP AT LARGER MULLIONS g •• • � ( Fy=i53 KID) I � $r ••••s• • s DIRHCTLY INTO CONCRETE I •• s 1-I%".WaMBED INTO CONCRETE I i MULLION p NEL 000000 •VIYIJW BH'- 1/4"�jp_II{kJ=ON BY 'ELCO' (FL=177 ISL"156 M 1/8" IENMHHTTO FITC SNUG i 19Y OR 28Y TUBES dp' 1t ••••• * • •• DIR@4Qy%TQ HOLLOW BLACKS INTO MULLION f • 1-1/4" MIN. EMBED INTO MASONRY ss••• s• • •••s TSS • • • THIN 113Y BUCKS INTO MASONRY i s•s•i • •• 1-1/to lft EMBED INTO MASONRY z z ii V • APE 'eF'- 1/dF�' p!b1'FRamN BY 'ELrV (F�m xsi.Fye155 Ka) METAL TO Mew.COmaEGnoN o 0 gg 6:0600 : ••s DIR"IMARt FILLED BLOCKS • ••s 1- /4"WIN. EMBED INTO MASONRY • p • • o • •••s•s s••• THRU•1 BY BUCKS INTO MASONRY s so**s 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE INTO CONCREIE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD,SILL OR JAMBS SG- 0.95 MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-00 HOLLOW/FILLED BLOCK AT JAMBS fm- 2000 PSI MPL. VAD CN6. PRODUCT REVISED RA.PE i x682 ���wftb ftFbrW� 16J8 Accept 'No IS-0410.Og gyimloaDate �jD18 b dM95-13A drawing no. JULsheet of b