The URL can be used to link to this page

WS-16-1212 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795.2204 Fax:(305)756.8972 Inspection Number: INSP-263704 Permit Number. WS-5-16-1212 Scheduled Inspection Date:July 21,2016 Permit Type: Windows/Shutters Inspector Mesa,Michel Inspection Type: Final Owner: ADKINS,RANDAL Work Classification: Window/Door Replacement Job Address.90 NE 105 Street Miami Shores,FIL 33138- Phone Number Parcel Number 1121360120010 Project <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone:(305)820-5999 Building Department Comments cornmerift REPLACING 6 WINDOWS TO IMPACT. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 2635 .CREATED AS REINSPECTION FOR INSp.263325.CREATED AS REINSPECTION FOR INSP 2310 CREATED AS REINSPECTION FOR INSP--216 6=2216 NOT READY. Failed 7-1416 not ready. Correction a 7-18-16 Needed no read . sq Re-Inspection Fee No Additional Inspec lions can be scheduled until re-Inspection fee is paid G July 20,2016 For Inspections please calk(305)762-4949 Page 22 of 31 0 vii S—S—16 —l2!'Z SWI&MVake pito eunding Pradtects• From My Desk Date: July 12, 2016 From: Rex Strickland Subject: 22 x 36 ODL Impact Glass Jaclyn and Robert Below are the 2 images you sent me. I can assure you that these 2 insert are indeed ODL doorglass. The top unit appears to be a l lite. There is no way for me to say if it is Clear or Low-e. The frame around the unit is indeed an ODL Severe Weather frame. The bottom unit is a 22 x 36 Heirlooms deco glass unit. Again,the frame around the unit is indeed an ODL Severe Weather frame. Looking closely at the etch stamp in the corner will confirm that the glass is Laminated. If you have any questions,Please give me a call. Sincerely ;V� Rex Strickland Territory Manager 616-283-861 f E � ' C to _ I ; i Vii' • • ••• • • • ••• ••• •• • • • • • • • • • V.4: • • • • • • • • • • • ••• • • • • ••• Miami May 20,2016 . . . . . . . .. . TO: Mr Jspje1.14aV Jo: • IN REF: Thins to take Wo cbnsidMtioh for your next meeting With Prestige&the City Hall of Miami Shores . . . 00 ... . Dear Sir: • • ••. .. .• I see the need to bring you this letter personally since my e-mails to you the system of the city have my IP blocked and now the one from my husband at home too...He will send you a reply for you to your answer from yesterday from work later... I am very thankful with you for all the help provide to us...But I do not appreciate this carelessness and am very upset for the communications system from the city with Prestige because as per our records writing&filing in The City Hall this new contractor and permit should not be misleading to allow wrong installations again...Because of those mistakes we are the ones who had paid the consequences from crooks that did not pass inspection and it cost us the loss of$2000 for lawyers and$6500 dollars to purchase new windows.Also in our contract with Prestige there are 4 doors stipulated Then why did they request a permit only for the new windows?And for the city employees why they do not read notes that you wrote as per my request about our specific situation? Taking into consideration the prior records to authorize the extension of the permit and called them for a meeting before they make the same mistakes should be done before a contractor comes and ruin our property and our product..Now this project is going to be delayed for weeks,months,and year? Although I understand perfectly your position that things can get out of your hands to follow up specific cases like ours,but I am fiustrated with this results after many times meetings and speaking with you in person to avoid exactly what happened today with the new contractor Prestige who has shown the same bad patterns as the other crook contractor did,it is an outrageous situation.. Such as not to have a framing inspection before to install windows and over 1 inch wood,I called the attention in writing to Prestige project the supervisor carne and show us writing in the permit approved reads 2.8 inches for the frame wood.. Then if this is in writing&reads why the installer did without the framing inspections and install windows on 1 inch wood?And amazedly the inspection passes&Kelly was telling answers like the follow: We are going to put the 3 Inch bucks as your original inspector has requested,according to the city there only has to be ONE inspection,which is the FINAL inspection since ifs a small job.Our installer is on his way. The installation manager will be passing by today again. Kelly Y. Gomez Project Coordinator Pn3sHge Windows&Doors """"", Mr.Naranjo,before the above response from Kelly there were inferences in regards to the City procedures I was disagreed with on behalf of City Hall for what I know and has happened to us on prior projects .For instance,as you see in this e-mail from Prestige...ONLY one inspection,because it is a small job?This is wrong for me 6 new windows and 4 doors the City has NO different treatments and codes.Is that right? That the frac ming inspection cob�;mada by gfiptQs9;aging and proof to me something was cooking and try to bl&*end becabse:I Lalleci the City,now they have to do the 3 inspections?... . . ... . ... . After the bigdeal about m f er IM re g y owed the big window three times and was done after the inspec*A peL".:.W othe :ones too,then I wonder why?.. Please I am asking officially to come and see it Yor your approval... ..Also now I am kindly requesting to the City give the permit for the doors immediately after your meeting because we have already trips scheduled for the following weeks. Best regards a G. A 90 NE 105 street Miami Sh es 305-751-9523 Alba G.Adkins 90 NE 105 Street Miami Shores, FL.33138 C 0 Mir Isamel Naranjo,CBO Building Director Miami Shores Wilage 101180 N€2nd Avenue 00 Miami Shores,R 33138 Miami Shores Village „ 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)785-2204 �'�' T Expiration: 110112016 Project Address Parcel Number Applicant 90 NE 105 Street 1121360120010 Miami Shores, Fl- 33138- Block: Lot: RANDAL ADKINS Owner Information Address Phone Cell RANDAL ADKINS 90 NE 105 ST MIAMI SHORES FL 33138-2031 Contractor(s) Phone Cell Phone Valuation: $ 9,072.00 PRESTIGE WINDOWS&DOORS (305)820-5999 _..._-.._..._..._._-.. _. _.. _-.......v.......... __.._. _ �_._.. � Total Sq Feet: 93 Type of Work:REPLACING 6 WINDOWS TO IMPACT. Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee $2.40 Invoice# WS-5-16-59652 DCA Fee $2.40 05/05/2016 Check#:6083 $ 192.80 $0.00 Education Surcharge $2.00 Permit Fee $160.00 Scanning Fee $12.00 Technology Fee $8.00 Total: $192.80 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 zoning. Futhermore,I aut 'ze the above-named contractor to do the work stated. May 05,2016 Authorized Signature:Owner pli / Contractor / Agent Date Building Department Copy May 05,2016 1 Miami Shores VillageC IYMNIF'D Building Department M Y ®S 20% 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 1 B�. Tel:(305)795-2204 Fibs.(305)756-8972 INSPECTION UNE PHONE NUMBER:(30S)762-4949 SL FBC 204 BUILDING Master Permit No. , 2, PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION OENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION E:1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �O �IC� low' "• City: Miami Shores County: V Miami Dade Zia: 331�5B Folio/Parcel#: I I -Zh5&,—C)1.2—<Q - i d Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): R:; :f)A%-1 Phone#: Address:—'70 W 1c ev-t• City: fn( xY d;aState: Zip: ' %-25B Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Rg2 - x4-, W► Phone#:��] Address: Xs cL- Kok e& . City: �c�sr�l State: Zip:3�\�I Qualifier Name: -_x V(SI Phone#: State Certification or Registration#: Gi125 i(o�`7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ C>'4Z Square/Unear Footage of Work: 9 3 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work.-2 1to c��c.r�cwS AD 1r Specify color of color thru We: Submittal Fee$ 0 Permit Fee$0n1 c) - G1) CCF$ CO/CC$ Scanning Fee$ k C ' Radon Fee$ o�" �0 DBPR$ o�' �'{o Notary$ Technology Fee$ C Training/Education Fee$ Q Double Fee$ Structural Reviews$ �_ Bond$ r /� TOTAL FEE NOW DUE$ !� V (RWsed02/24/2014) 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. 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$25w, 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 Signature OWNER or AGENT NTRACT The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2_Co day of /Nor► .20K. .by day of 020 Ib .by who Is personally known to' � cia� �cw�u� .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: .,.«.. rSgn. , WION#FF Print: _ d'� Print: /r egr�9 Seal:. � � r �" ' 0 Seal: �, � APPROVED BY a6- Plans Examiner Zoning Structural Review Clerk (Rmised02/24/2014) Parcel Owner Report Parcel Number: 1121360120010 90106 street Miami Shores FL 33138- Tax ID: 1121360120010 Owner Information RANDAL ADKINS Current Owner:Yes Phone: Related Permits Permit Number Application Date Expiration Date Status Electrical-Residential EL-12-12-2428 01/15/2013 01/01/2999 CLOSED Imported Permit BP2003-1151 07/14/2003 01/01/2999 CLOSED Imported Permit PL2003-176 07/07/2003 01/01/2999 CLOSED Imported Permit BP2005-762 05/23/2005 01/01/2999 CLOSED Imported Permit BP2004-127 02/03/2004 01/01/2999 CLOSED Plumbing-Residential PL-12-12-2427 01/15/2013 01/01/2999 CLOSED Residential Construction RC-12-12-2426 12/21/2012 01/01/2999 CLOSED Windows/Shutters WS-1-15-196 01/28/2015 09/05/2016 APPROVED Windows/Shutters WS-5-16-1212 05/05/2016 11/14/2016 APPROVED Thursday,May 19,2016 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)7$6-8972 Inspection Number: INSP-258215 Permit Number: WS-5-16-1212 I IIIIII Scheduled Inspection Date: May 18,2016 Permit Type:Windows/Shutters Inspector. Mesa,Michael inspection Type: Window Door Attachment Owner: ADKINS,RANDAL Work Classification: Window/Door Replacement Job Address:90 NE 105 Street Miami Shores,FL 33138- Phone Number Parcel Number 1121360120010 Project <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone:(306)820-5999 �yyllpMMwlilWyly�IY�YYWyy� WIIYIYIIIIflIYYWYYWIWYIMIYYWYIIYIIIIIIWYW111/IIY�YIII II Building Department Comments Inftactlo Passed Comments REPLACING 6 WINDOWS TO IMPACT. INSPECTOR COMMENTS False Inspector Comments Passed 3 Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until reinspection fee is paid. Z May 17,2016 For Inspections please call:(305)762-4949 Page 26 of 44 • . ov Ana • ... • • . .. .. •. 00 00 0 cupy Mark Size S .Ft. IType Noa Noa Press Calc Press w 0*0 1 37"x39" 9.75 SH 154rm10 -75A/+75A 43.4/+401 M —. -'�"_ ••• • 1• ;;� • 1 r ; � � 2 56 x52 19.78 HS 1540512.05 -602/4602 -41.6/+ 2 m •; i i ' ' •• to•' I e�dstingto i 1 3 37"x52" 129 Csmt 15-051219 -64A/+64A 42.4/+39.0 ® . 4 39"x52" 139 Fixed 15-0413.03 -702/+702 -42.4/+39.0 m vi 537"x52" 129 Csmt 15-051219 -64A/+54A 42.4/439.0 m 4 a q�q s i 6171"x5225.37 HS 15-0512.05 -602/+602 489/+37.7MW remain i xee R iui3 g,a�►rH'r c �, RECEIVED tp�` " S kvOR ' y S5 k'� :'?� F: sv"'�c' 7 ' '" Q r i �. +, �.=x t, a t R a, MAY + k.rte ,' INE,NO "g, .- }': - < x -�:2 tsr+ee c `5•} "' r c ^' �. �" , k`,K, �.#' I d 'ai, G ✓p +�, -.�, rC�' ..a ch '. '''�"ak-�,a, .y,:zx _ „ i ,``' .: '. ,,"'� '�a,,Hyar Wa UIZ a r r v KITC�7EN a s �G�tR�atC3E � ( a O 'd a xis ° Y $ys nININ�O" y # a a = CC 0 eRIStG ,.��.. z ' z f -`-a ? X35 W H rem8hl r �:5 .t <<r ss ';� r 4 � � `'' v u ROOMr � O O LU ROOMiz�,", r2 ty 3. .5. .a:t , z - p� LL- k '2 °On r W t{'S�j t LU N4u 7+ei �•'_ _ .�;..£ 2..� 2 esFstmg to < ton $ remain o � — m w j F- .r p,,� J CL V s 3"Mon recto / �y� D � j�U/(I� ( 2 2 Z r W Noa 15-0420.08 p)� ��/��/'�` ° 4i N ULU W a U w Z (� u w _ 3 z < 3 0 m <=r c~r 08/30/2015-2:48pm rd.4. V:1Projects\_,2014-MPS1400 Wind Charts\Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED.:FLG0C A:8Wtl5jWG CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIMMAMPS Falk COMPONENTS AND CLADDINGEXPOSURE 'C' BASED ONKd=0.85 . ... INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean • • •D IGN P -ZONE# Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof • •Tflbdta Aqp F •• Roof Tribute Area Ft 1.TABLES ARE INTENDED TO L+ ORST CASE'PRESSURES.'WORST CASE'IS • DEFINED AS THE Y1fC 661 f WN VARIABLE AS DESCRIBED BELOW. Height 10 IS 2Y 2 30 • IgM 10 15 20 25 30 35 40 45 50 USE OF CRITICAL C i9 € P-"; THESE TABLES. 43.4 -42.4 LE -41.16 40. -53.6 -51.5 -50.0 48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +�1 +39.0 +38.2 +37.7 +37.2 + 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36 4 +36.1 +35.9 3 TABLES VALID APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°S NEER AS A SITE SPECIFIC CONDITION. 44.0 -43.0 -42.2 -41.6 -41.1 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -459 4.IDENTIFY THE B F HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +40.6 +.19%4 +36.8 +38 +3 + 16 ft 6 +395 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI 44.6 -03i6 2 4117 4 3 17 ft 55.1 -52.9 -51.4 -50.2 49.2 48.4 47.6 47.0 46 5 S.ALWAYS ROUND 1 " VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 6.CALCULATE THE TRI EDP ING IN QUESTION(HEIGHT WIDTH)OR +41.1 +40. +99.34 +96.7 + +3 .i! +37. 6.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 440 .3 42.2 -4&8 -41-4 41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -482 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +391 4.6 +3E.! +3*91 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OARREAIO ANNGS OOPEN NG CANNOT BE IDENTIFIED,NLY-THIS INCLUDES AREAS ETHE MOST CRITICAL 0 SQUARE FEET)EN STRUCTURAL MULLS. IF THE SHALL 19 ft -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 41.5 -41.3 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED. ALWAYS AREASROUND THAN PUBLISHED,AREA DOWN USE THE T THE PUBLISHED TABLE VALUE.FOR LARGER +421 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +3&3 +3&0 +37.7 7•IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -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 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.61+41A +40.6 +40.0 +39.5 +39.1 +38.7 1+38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 46.6 45.5 44.7 44.1 43.6 43.1 -418 -42-4 42.1 57.6 -55.3 -53.7 -52.4 -514 4g,2 ASA S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL. 21 ft 21 ft MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +38.51 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.6 58.1 -55.8 -54.2 6 49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft 22ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 9.2 +38.9 GENERAL NOTES: 23 ft -47.5 -46A -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft -58.7 16.4 -54.7 5' r 0.1 -495 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 ++III' +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 -44A -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 . 2 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft 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 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -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 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +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 47.1 465 45.9 455 45.1 44.7 44.4 60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -518 -51.2 3.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 -475 -46.8 -46.3111 -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 CO ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft g ft COEFFICIENTS LISLE &E(N D VERIFIED BY THE GOVERNING +45.7 +445 +43.6 +43.0 +42.4 +45.7 +445 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM „lq RANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 S.THIS TION.SPEaICA I ER ANY PRODUCT APPROVED CERTIFICATION. MITTED TEST CRITERIA AND OTHER 30 ft -50.3 -49.0 -48.2 -475 -47.0 30 ft -62.1 -59.6 -57.9 -56.5 -55.4 -545 -53.7 -53.0 -52.4 APPROVALS B WHICH IS C R DE ION AND ORDANCE PLICABILITY WITH GOVERNING ODES.HESE LE +46.3 +45.1 +44.3 +43.6 +43.0 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 6.ADHERE TO ALL M ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. +47.0 +45.7 +449 +44.2 +43.6 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 S.EXCEPT AS EXPRESSLY N,NO ADDITIONAL CERTIFICATIONS OR 51.9 -50.7 -49.8 -49.1 -48.5 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -555 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. PEAK35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +43.6 +43.2 +42.9 35 ft 1+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, HEIGHT ROOF -53.4 -52.1 -51.2 -505 -49.9 -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 ft +49.2 +47.9 +47.0 +46.3 +45.7 +44.8 +44.4 +44.1 4011 +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 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.2 -49.8 -49.5 45ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -585 -57.7 -57.0 SAVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +455 +45.2 41ilo aROOF 56.0 -54.6 -53.7 -52.9 -52.3 -51.3 -50.9 -50.6 69.1 66.4 64.4 63.0 -61.7 60.7 -59.8 -59.0 -58.3 HEIGHT soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52A -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 55 ft +523 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 ® 4 aY 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0t] 69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 0 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 +48.8 +48.4 1+48.0 WALL ZONE FIGURES IS C y O $ O � REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING '4 o INR ISSUE GSS TSB 03105/12 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 2 01(1 l EXPRE^�S 9 REV 2014 FBC DGM TSB 08/10/15 ` / o w E _ _ ASCE 7-10,CHAPTER 30 CORPORAn0F= kom z2 160 SW 12th AVENUE, SUITE 106 N - - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 MASTER PLAN SHEET 0 nus0ocunmvrNniEPROFFxrroFENCNEErsNCF�wREss, P:( 54)354-0660 F:(954)354-04439 4 „p Q AND SHNI.NOT BE REPRODUCED N WHOLE OR PART WITH= i CEW OF AUTH 0885 0 o ,... wwTTEN CONSENT OF ENGlNEERlNG E:5'RESS.ALTERATlOY3. ASCE 7-10 E:HELLO@ENGINEBOGE)MBS.COM o ADD1110NS•OR OTHER MAfMGSTO THIS DOWNENTARE NOT Z -p PEwwrrEDArmwvALMTEMMCEaTI MMON. ENGINEERINGEXPRESS.COM r m = o . MiAMMME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW-26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam:dnde.gov/econamv CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33171 SCOPE: •••• i • • • • This NOA is being issued under the applicable rules and regulations goverim tie use'pf t*struc1ip1►;:• materials. The documentation submitted has been reviewed and accepted by*h iaxii-Dade Caunty RF.R - • Product Control Section to be used in Miami Dade County and other areas wh&e0 ljowed jbytbe AuthclK(V•: Having Jurisdiction(AHJ). 0000 00000 This NOA shall not be valid after the expiration date stated below.The Miami-tMeCounty.Pr4ftet Corel••• Section(In Miami Dade County)and/or the AHJ(in areas other than MiamiD• e tounty)z'e>;erJe.the light;• to have this product or material tested for quality assurance purposes. If this pA*ct or material fails td. perform in the accepted manner,the manufacturer will incur the expense of such testing #16 AHJ MaI" . immediately revoke,modify, or suspend the use of such product or material r'vATn their ju�sdjption. ffflR• reserves the right to revoke this acceptance, if it is determined by Miami-Dade County'PsMet 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 i123811 Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No.W98400, titled "Series-238 Alum Outswing Casement Wdw. (L.M.L)",sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 7,dated 12/04/98,with revision J dated 04/10/15,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 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. NOA—riumber tdb.e�rords-IMiami-BadeIauntJ,Vleridaand 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#14-0506.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E••4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-6512.19 MIAMFDADE CO Expiration Date: October 26,2018 Approval Date: September 17,2015 jGC l5 Page 1 CGI Windows and Doors:Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submitted under NOA's#96-0417.03 and#01-1002.03) ••�; 2. Drawing No.W98-100,titled"Series-238 Alum Outswing Casement Wdv.4L.M.Ij.";••• sheets 1; 1.1, 2, 3,.4, 5, 5.1, 6 and 7 of 7, dated 12/04/48; with rey isio�J dated. 04/10/15, prepared by Al-Farooq Corporation, signed ani Mired by Javad•Ahmed-,••• 0000.. P.E. 0000 . .0000. • . 0000 0000 0000 0000. B. TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loadirfg pbt FBC W 2;b2-94,....• 2)Large Missile Impact.Test per PBC,TAI W-k •. 3)Cyclic Wind Pressure Loading per FBC,.TA$203-9J00 ••" 00. along with marked up drawings and installation diagram of°a.seriis 750(IP.',tC fixe0••••; window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(&and AspertpacerO 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.- 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 7400 PVC 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. - 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 238 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,PT. 4. Test reports on: 1)Air Infiltration.Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 - -'ori Large hfissile et.Test-per- BCS TAS 201 94. 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94. 6)Forced Entry Test,per FBC 2411.3.2•.1,and TAS 202-94 along with marked.-up drawings and installation diagram of a series 318 outswing aluminum casement window,prepared by Certified Testing Laboratories, Test Report No.CTL-3009WJ3,'dated 03/24/14,signed and seal d by Ramesh•C. 1,P.E. (Submitted underprevlous NOA#14-0506.01). Manuel Pe .E. Product Control 'xa finer NOA No-1 12.19 Expiration Date: October 26,2018 Approval Date: September.17,2015 E-1 CCI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED B. TESTS(corrrnvuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TA§.202-94 . 3)Water Resistance Test,per FBC,TAS 202-94. •0000' ;.•• 4)Large Missile Impact Test per FBC,TAe 281-§4 •• • 5) Cyclic Wind Pressure Loading per FBC,TAr203-94•• •••••• 6)Forced Entry Test,per FBC 2411.3.2.1,g4.Y..S 202-94 :0090: along with marked-up drawings and installation diagram U an•alumi uta,qtaseggAt 0 window, prepared by American Test Lab of South Floridt•Itc., Test Report N4..' ,, ATLSF-1109.01-12dated 11/20/12signed and sealed by lnl f Hattem•1�.L. •••••• . . 0000.. �• (Submitted under NOA#121220.14) • 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 .• ;••• ; 2)Uniform Static Air Pressure Test,Loadingper-*FBC,TAS 202-911••••; 3)Water Resistance Test,per FBC,TAS 202-94 •• 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B,and HT1-0080-0905-07 for specimen B and C, dated I 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #08-1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 . along with marked-up drawings and installation diagram of an aluminum outswing Icasement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI-08 2143,HETI-08-2144,HETI-084287 and HETI-07-4298,dated 06/27/08 and 07/17/0$,all signed and sealed by Candido F.Font,P.E (Submitted under NOA #0810.10.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum'casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HT1-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted un ' .03) Manuel re . Product Control Exm er NOA No.15-0) 12.19 Expiration Date: October 26,2018 Approval Date:.September 17;2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNnmv&D1 9.- Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,T.".202-94 3)Water.Resistance Test,per FBC,TAS 2q2-94-. 4)Large Missile Impact Test per FBC,TAS 201-94 ;•; •; 5)Cyclic Wind Pressure Loading per FBC,"TA 203-94 09 •••• 6)Forced Entry Test,per FBC 2411.3.2.1,a4d•TAS 202;$a• •••• along with marked up drawings and installation diagram ofoan'alumluum'caserjawt• window, prepared by Fenestration Testing Laboratory, Ine.,Ttjt Re�artg•I;To. F�',G••' 1003 and FTL-1041,dated 10/14194,both signed and sealer f-Yamil k`tlri,P.E. •••••• (Submitted under NOA#96-0417.03) . . . . ...... C. CALCULATIONS •• •••• 1. Anchor verification calculations and structural analysis,complying witlf64 2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#14-0506.01) 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.14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)GIass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. 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. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 44 Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/2 3116_ Manue Pe 'P. . Product Control Es min r NOA No.1 . .19 Expiration Date: October 26,2018 Approval Date: September 17,•2015 E-3 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'k Edition(2014),dated April 11,2014,issued by Al-Farooq Corporation,signed and sealed by Javad mad,P.E. (Submitted under previous NOA #14-0506.01) '090090 2. Proposal No. 13-1098 issued by the Product Control'Sect0n,-JAA ogtebpr;02, 2013•; .. ...... and revised on February 24,2014,signed by Manuel Perez, 9 .. .• . (Submitted under previous NOA #14-0506.01) ;••••; 3. Laboratory compliance letters for Test Reports No.HTL-068W01-07 foz specimpq • A and B and RTL-0080-0905-07 for specimen B and C,isstte*b'r Hux sap-;Test ••:••' Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed Md'gealed by Vint J. •�• • Abraham P.E. 00 (Submitted under NOA #081010.02) :••••• 4. Laboratory compliances letters for Test Reports No.HET1108-'2 43 0 0 HETI-08--2144,HETI-08-4287 and HETI-074298,issued by Hurricat►e• Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTIAOSO-0303-96 and HTL-0080-1107-98,issued by Hurricane Test Laboratory,Inc.,dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA#96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No.FTL-1003 and FTL-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA#96-0417.03) 7. Test Proposal for the qualification of Butaclte®PVB glass interlayer by Kuraray America,Inc.,as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon,P.E.,Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No.14-0506.01,issued to CGI Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 06/26/14 and expiring nn 10/26/18 Manuel Perez Product Control Ex r NOA No.I5-0 19. Expiration Date: October 26,2018 Approval Date: September 17,2015 F-4 GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME VENT WIDTH !R Ww-r �Y D.L.on. Z ' w9Y-r L s•llnx.TVP. f CORNERS 2 LOCK POINTS ==tea 3$ T ML SIZES UAT DrA VDMGVS MY Sa g ' p Fy$t ei-====?�_'= FALLSSEEM TMUNTRIS �1 el -------� c 1 - ---_- II OPTGINAL. ILL- FOR GLASS TYPES. REFER TO gN r LSHEETS 3 AND 4. B 24 MAX TVP. 0.4 OP0. D.L OM 1/2' AT HFAD/Shc. G 9 1• WENT WIDTH VENT WIDTH1• TYPICAL ELEVATION df 44 WINDOW WIDTH WWDOW WIDTH (RANGE FRAME) N M EXTERIOR ! MINI POINT WDC g 3 By INTERLIC MAM STI POINT LOCK ALT.TO QU a3 7�O A.T.TO CAM LOGE C d MA)L WOW. LOCK MAX.EDW. LOGO C HEIGHT POINTS C HHEKMiT PO9TI$ �� 1 42• 2 JB• 2 H •3• 7 SB• 3 333 B 11 1 84• 4 74• 4 3 7ll 4• S E pp • � n IPISTRUCNS USE CM , ••• •: �Ud,�dN/I�i1LrPl gNITS, REFER TO USE GVNHTs As HTX LONIS. �lS: •• ••• STEP I DETERMINE DESIGN WIND WAD RDOUMENENT BASED NEEWRETHIS MEN S OF THEEEN FLORIDADESIGNED CODE INCLUDING I woo HIGHS SEPARATE Cq M tL1ON N.OA ON WIND QOM'BLM HEIGHT.WMD ZONE HURRICA E ZONE(MIZ). USING APPLICABLE ASCE 7 SWARD. STEP 2 SEE CHAIM ON WOOD MCKS BY OTHERS` MUST BE ANCHORED PROPERLY TO TjtA� N •• Nom" • PROIINCTttBVL4HD � OAP OF GAND 4 FOR DFS9ON LORD WADS TO THE STRUCTURESME/rYPL . • • i 4'tA4E 70692• avatbHdF'�9ari�AeFkrLla cWN. • Bau�erxae ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETA9.S.MOORS • •• • • • No I9- 12.1 � a&t. STEP UWITH M=SM CHART ON Ep DESIGN SELECT LOAD SPECIFIED EMBEDMENT TO BASE MATERIASHALL BE BEYOND WALL DRESSING IR SMICO. ••• • 2�. A ' Dere �D 6 IN STEP 1 ABOVE. ANCHORING OR LOADING CONDIDONS NOT SHOWN IN THESE DETAILS ARE YS STEP 4 IF A.U&MUM BUCK BMW Q USED USE CHART ON NOT PART OF THIS APPROVAL 8y *Qwinq no. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W98-1 00 SiEp g THE LONEST VALUE 1 MUM FROM Mn 2.3 AND 4 ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMP LY. • • • • • • • SHALL APPLY TO ENTIRE SYSTEM. • • • • • • Sheet 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • W14M WITH �V WIMP a WW-I �/2• Z GENERAL WINDOW SECTIONS EQUAL LEG FRAME WW-8 A 71 MAK.u eoomm u L ►crneHEHs n . 4' 7 O e ii QAtr \ / II /11 �t 3 92 FONTS ALL SURIl— C KUNM AT WPACT WINDOWS(PLY 'I 1 yy 1ALSE 1 UUPTIMULS-1 1 II\ it v N 0 z 8 � ® � 11 K S O B AT%M/SML P TYPICAL ELEVATION (EMJM.LEO FRAME) 0 3 M 2 y y FOR GLASS -TYPES, Z Z D.L.aas. REFER TO D.L.OPO. 2 t/2" 3 C yeff vim SHEETS 3 AND 4. %W WITH 3/4- V o z WSW Tam WD1Dow YAM o EXTERIOR MAXIM MUL71 POW LOCK MULTI PaWT LOC( By lmw ByAL MO CAM L All.TO CAM LOCKS ALT.TO CAM LOCKS 1 mt Wm. LAR WW. LOCO p HFIw POD115 g 38' 2 &M 011, O 1 or 37784. 4 Ii • ••• • 19 t ft t •• ••• • • •• I 6 3 _ • ••• EWIM S� A� 2 I __ {V /� �� i • • • iA.. : 4atdN� 11 1§@WGh Flotke O8 la.tVLJ /� • • • • �A' 692 .. B �-�" •i i• • •i i i • TIME drawing no. n 'A A Z W98-100 •:• : • : .• : : pct. or . . • • . • . . • . • •• •• . • . •• •. 2 5/8' 2A7S 1757 4mu .769 1 5 _1 LOGO L307baso'TYF. z sl er>zs Lws J. 8 i no dP N 80F � 2.485 _' J = .086 TT'P. �Y/1 o 1 .i $9 n " ® . ER o W,=s.STEM .TKEY `��'=AL.,M OFLANGE FRAME ®VENT(5/1 r LAM. CLASS) x075 F _ gat .788 I ' ago TYP. LL O f f LI:L 1.657 1.875 IN .7EO 2.465 2.715 L L41 VENT CORNER AGO TV. 1624 to EQUAL LEG FRAME ® VENT (INSUL LAIL GLASS) vl —law— ALL JS7 p iK ALL FRALIE AND VENT CORNERS TO BE ltO'31 Farr p GH1AN737Y D7?Sf3t�'170N tFA77IR411 IdAFff' Col SEAAM WITH GE SKAW OR EQUN. 1 CW-373 4 RMXO:FRAME 6083-78 INDALE f OR ERIN. A�TYF. q� IA CM-397 4 LOU&LES F&MIE 6003-78 INDALEX OR raw. �g 2 C61-378 4 VENT(8/16'LAIL MAO �/-T8 9i0ALEX OR FAUN. o � 2F M-381 4 VENT"UL IAM.GLASS) 8063-18 MALOC OR EQUN. 5 2C COI-308 4 VENT(7 18'UM.GLASS) 8003-16 OIOALEX OR EQUN. •'iN L438 3 M_ J CCF-373 4 OGEE GLAZING BEAD 6063-15 WDN.EX OR E10M. =Z 3A CGL-396 4 SQUARE GLAZING DEAD 8093-T8 WOKFX OR SOW 4 - 4 .060 7WX COINER KEY AUBADRIM- 1.347 CJ p 5 v 4 S - 8 a80 THKX CORNER KEY ST.SEEL.- V"" 8 CLF-428 AS�. FRAME SCHLECEL APTUO ® VENT(7/IV LAM. GLASS) 7 X30-K-180 AS RECO. VENT X10 - EGET.Q-LON 8 35-10-00-101 2/VENT 4 FAR HDKLT,AT TOP AND BOTTOM STEEL TRUK A7TWED X/(6)p8 X 3/8'SS SYS 9 24-13-00- 2/HENT FACE UMINT LOCK STEM TWK ATTACHED IY/(7)18 X 3/8'BMS � d 9A - t/VEM W"Pow LACK - TRUDI A130 A 98 - 1/VENT im-n POMR LACK - MLERLOCK 383 10 - 2/VENT .110 THKZ LOCK Nom.AT FRAME JAYS FACING LACK STEEL CCL AnCC D Y//(2)p10 X 3/8'SS SIS W O it - 1 OPERATOR(OPRomAL) STEEL YRVnL ATTACHED X/(2)18 X 3/8'SS O CGI-373: l>GEE GLAZING STOP $ t1A - t OPERAIIXL(oPT -) STEEL DOERLAgG 12 30176 1 OPEROM TRACK 13 • • ••- 2/CORNER FRAME AND VENT ASSEMBLY SMlEYMS - B10 X 1-1 • • • GV v VIE! 13 •• ••• •• ! • • •• ,817 O"o z-� 1 ®CGI-388: SQUARE GLAZING STOP YAO AMWM � •: •:• : SCA! •f�a2 :11 PcoREYISFG t,", m erWe Ree Fltlida ••• i• • ••• • 2tii5• i5-nSM.lq Ni a 1$ g7 drawing Lw. FRAME CORNER p W98_ ao ••• • • • • ••• • • aheat2of 7 • •• •• • • • •• •• ••• • 0 0 090 0 0 1/B"ANN.CRASS 3/18'ANN.GLASS 3/18'NEAT STREWO 6tASS 4 .075'Sollal CP W8h PEr Core .073"Sotlex CP With PET Cora � By%.tnaa Chemical Co: By'Eaehtwn Chan"Co' 4y 090'Soflex Clear And Color Glass A90'SafleN Clear And Color Clow AW Saflerm Clear Aed Color G9aaa INTERUWERS By%ostnum Chemical co: INTEMAYERS By'Eastman Chemical Co.' IMEIOAYERS By'Eastman Chemical Co: Y J { .090"Butacke P118 090"SenivyQue 090' as By'V4.my America.Inc: By'Kuromy America,hma.' BY'Kuraroy Americo.Ina.• gs G ILI .090"Butodte WE AGO'Butac@e WE CC S 1/e•ANN.GLASS By'WwoM Americo,Inc: L.m By'Kuraray Americo.tnc.' YE 3/18•ANN.GLASS iS 3/16•HEAT SIWCO GLASS AA GE-12SILIX00 104E ' SIU MMEYmv 995 GEILI GE-1206DOM tI99 MW DIN 9999 Dow 699 �� SOUARE WAD Q s ALL GxAS STYPME3 --( f i l 8/118 NOMINAL 7/16" NOMINAL 7/18" NOMINAL q GLASS TYPE 'E' GLASS TYPE 'S' GLASS TYPE •8• 1110 }e3} PERFORMANCE VALUES OF MPACY RESISTANT 11E4D0WS PERFORMANCE VALUES OF IMPACT 88MSTANT WIND0WS PERP08MANCE VALUES OF IMPACT RESWANT VINI)OWS No S/UMM 090UM No 1010106 FA32mw No SIEnIE w AEDII9tlD FZ=70 SHEETS 8 MM 7 FOR 6I11ALLA1W1 DUAaS FIFER TO SNEEfe 5 110G1 7 FOR MIALLM OVIAU RFFER 70 OMM S V=7 FOR 960141AWN 0EM WINDOW OMA I MASS TYPE'81 GIA9a TYPE'6' I MASS TYPE'8' WINDOW DING. WASS TYPE'R' CLAM TYPE'8' 0I69S TIP&'8' WINDOW O1148. GLASS TYPE 18' 0140 TYPE 18' 0LM TYPE'6' Witt I HEX91r lExr.(+) 1W.(-) EO.(+) 1Nr.(-) EXT.(+)I WNL.(-) w= NEPOW EXr.(+)I INT.(-) EXr.(+) INT.(-) DG-(+) INT.(-) WIDTH HER91T EM.(+) 1NL.(-)EM.(+) INT.(-)I EXL(+) 1NL(-) z 20' I1o.0 194.3 110.0 795.0 I 110.0 1 195.0 20" 988 1128 170.0 193.0 110.0 195A 10-1/8' 110A 188A 110.0 195.0 110.0 105.0 - vO1i 24• 110A 7619 11GA Ina it 195A 24" ME 9.5.4 110A 195.0 1104 120A 28-1/2" 28• 110.0 193.0 110.0 795.0 110.0 195.0 �. Sm 28' IIOA 1398 1104 1x3.0 110.0 195.0 28" 7&T 83.3 110.0 120.0 110.0 1204 37" 110.0 14&4 110.0 195.0 1100 to" C� v 3p• 110.0 129.5 110.0 195.0 110.0 195.0 30• �. 73.2 777 110.0 120.0 110.0 /20.0 42' 110.0 128.1 110.0 193.0 710.0 19SA 32' I= 121.4 110a USA 110.0 18&0 32' 70.2 728 1i0A 12DA 110.0 120A 19-1/6' 110.0 190.8 110.0 195.0 110.0 19&.0 36' 1073 107.9 110.0 198.0 110A 195.0 36" 848 648 110.0 120A 110.0 120.0 26-1/2' 38-3/8" 110.0 137.5 110.0 195.0 110.0 195.0 �N 4p• 97.1 97.1 110.0 195A 110.0 120A 40' - - 80.0 GAA 60.0 GOA 37' 988 88.5 110.0 194.5 110.0 i2a0 42" 925 as 110A 120.0 GOA WA 42' - - 80.0 BOA 80.0 60.0 42" 868 88.8 110.0 120A 110.0 120A 20' 710.0 1888 1104 19LO 110.0 193.0 20' SLY 88.7 IIOA 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 185.0 110.0 195.0 Z Z L 2V 110.0 13L1B 110.0 two 1t6.0 195.0 24' 73.4 73.4 110.0 120.0 110A 120.0 28-1/2' b�, 99.T 104.3 110.0 195.0 110.0 199.0 �i g 28' 110.0 1183 170.0 IOU 11&a 195A 20' 642 84.2 I IOA 120.0 110.0 120.0 37' 74.7 74.7 110A 120.0 110.0 120.0 � S=v �• 42' 110.0 711.0 110.0 793.0 110.0 79.50 30' BB' 606 86.6 110.0 120.0 110.0 120.0 42' 659 65.8 110.0 120A 110.0 120.0 � V 51 J2' 104.1 104.1 110.0 193.0 110.0 120.0 32' 57.5 573 110.0 120.0 110.0 120.0 19-1/9' 9&7 t042 110.0 I"A 110A 195.0 36• 928 94.s 710.0 12DA 110.0 120.0 36' - - 80.0 SOA GOA GOA 26-1/2" BS 749 773 110.0 120.0 1t0A 120.0 O 40• 833 It" 110.0 120.0 IIGA 120.0 40' - - 80.0 GOA 191.0 80.0 37" BOA 60.0 110A 120.0 110A t2MO 4Y 79.3 79.3 110.0 120.0 60.0 GOA 20' 88.4 68.4 110.0 793.0 110.0 12MO 40.' - - GOA HOA 60.0 204 g 20" 110.0 14&7 ItaO 193.0 110.0 1950 Ile 5&1 38.1 11&0 120.0 110A 120.0 19-1/8' WA 634 110.0 185.0 110.0 12U C 24' 110.0 121.4 110.0 19&0. 11MO 195.0 26' 483 463 110.0 12MO 110.0 720.0 z6-7/2• 74-1/4• 4&6 463 1100 1a6A no.0 720.0 �$@ CA 28• 1033 104.1 110A Ina 110.0 120.0 30' 72' 460 460 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 �a 599 O 30' �� 97.1 97.1 110A Is" 110.0 120.0 32" 433 438 110.0 120.0 110.0 120.0 37' 77' - - 58.3 86.3 38.3 56.3 620207 32' 91.1 91.1 1104 120.0 110.0 120.0 38' - - GOA 60.0 GOA 900 38' 1.03 80.1) 110A 120.0 110.0 12DA 32' - GOA 60.0 600 80.0 * LIMH'MAX.LOADS 10 CK B PSP 78' WHEAL IOS.71 POW LOCK BY'INETRLJX:iC 40 •• ••• • • 0-0 0 42' 69.4 69.4 110A 120.0 600 20.0 ZO' 524 520 110.0 120A 110.0 120.0 • • • • • • • • a •' r 0.0• 110.0 129.5 i 10.0 599.0 11&0 195.0 24' 43.8 438 1IOA 120.0 110.0 720.0 • •• •••*t SWE 3r ygi m PL(CABIE TO EUmNtiE FW05 ONLY o d aa' 980 1073 71oA 19&.0 770.0 198.0 28' 76" 3&1 38.1 110.0 720.0 nGA iz0.0 • • • • • • • • • W g 20' 88.2 90..5 na0 12MO 1I0A 12MO 3w - - 110.0 120.0 800 200 • ••• •• • • • •• w n x 30' 84.4 58.3 110.0 120.0 110.0 120A 32" - - 660 80.0 600 60A 3r 809 6D9 11&0 120A 110.0 12" 20' 41.8 41.5 110.0 120.0 110.0 120.0 y 36• 719 713 110.0 120.0 INA 12U 24' 343 343 ito.0 12MO 110.0 1 ••• • • AY O 204}L i 3 - �aalaptyUW ailh W Flod" 40• 849 64.8 110.0 120.0 neo 120.0 2e' 84' 710.0 120.0 54b b4lb • • • • • 9lA t1E p70592 ��® 42• 677 617 1fa0 720.0 60.0 �.0 30' - - 512 512 S/2 a t • ••• t t • ••• • i Rmd iscode No •0$18.1 1 to 32" - 46.3 48.3 480 48.3 :• ••: ••• • • ••• AacaKeDate j$ 43 NOTE: NOTE: Br tie drawing r0.. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS 013 W9S-1d0. AND FLORIDA BUILDING COMMISSION FOR +110.0. -120.0 PSF - 16.34 SQ. Fr. ••• • • • • • • • • DECLARATORY STATEMENT DCA05-OEC-219 +110.0. -195.0 PSF - 10.00 SQ. Fr. • • • • • • • atleat Sof 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/a-TEMP.GLASS 1/8-TEMP.CUES Apt SPACE Amt SPADE OR ANN.GLASS 1/8-TEMP.CLASS .075•sa5•i a+Iwai PET core 075`satlmi CP 1YRIs PET care Z By'Eastman Chemical co.' By'Eastman Chemtwl Co.' p .090"Sam Clear And Calor Gloss .090-Saflox Clear And Color Glass � zd 04IER AYERS B7'East mn Chemfool Co. aafERLA� By'Eostman Chemical co.' a d 090-s•itrycae on-smtryaoe (qk 8 By•Kuromy America.Iran: By'Tummy America bm' 0 .o90'Butacite Pe8 .090•Bidoaite PV8 �r By'K-W Americo.Ina' By 9Cwaray AmarkO.Na.' p SQUARE BEAD q h 1/a-ANN.GLASS 1/8-TEMP.am OP710NAL ALL CUSS TYPES pI a )1�m GE ItXR1E a mw-IM GE-200 BIN 99S DOW 899 a OR 11111 899 gip+ XL EDGE SPACER XL EDGE SPACER ^ LL ST.STEEL BY'CARDINAL' SETTM Sr.STEEL BY'CARDINAL' SEnm BLocxs `�' ! £e TE DUMOSEAL BY'WANE%' EPDLMI� WRAS£AL BY'QUANEX• 2E W W a g oft DUROMEIER 55+5 OR DUROMETER&415 SUPER SPACER SY'QWMr 3/4" INSULATED SUPER SPACER 811'QtMtex 3/4" INSULATED GLASS TYPE •2A' GLASS TYPE 'SA' Z PERFORMANCE VALUES OF IMPACT HE MS7ANT W1KWWS PERFORMANCE VALUES OF IMPACT LUMMANT 111100IN PERFORMANCE VALUES OP DIPACT EE1115TANT tlDIDOWB S 1p sHuffe REOtO80 NO MATERS REWJMW mSIRl IERS REMARED CC �qtq REFER W SHEM 6 tseal 7 FOR 015091AM OWES REFER to SXEEIS 3 NMN 7 FOR WSOLLAIM aEous REFER 7o SmEt3 3 OIRI 7 FOR etsmu m OEM" 8 W WINDOW mm Cum TYPE'210' Gum TYPE'810 WROM DIMS. GLASS TYPE'210 am TYPE'810' WINDOW DIME. I MASS TYPE'SA OLA88 TYPE'810• D 1W07H HMff ACE.(+) INF.(-) IXf.(+) INT.(-) wmTH t8i1 u EM(+) mr.(-) ECL(+) TNT.(-) WX1TH m3mff EXr.(+) 1M.(-)EXr.(+) Mr.(-) 20- 110.0 194.3 110.0 Is" 20" gab 112.9 11(L-0 19&0 19-1/6- 110.0 198.0 110.0 IOU 24' 110,0 1612 91MO i9S.0 24" ass 9&4 110.0 I= 29-1/2" 110.0 20A 11&0 195.0 �o N•"g 28. 1104 13112 110.0 is" 2e 70.7 83.3 11010 120.0 3r 110.0 145.4 lime 195.0 n3� 30• �- 110.0 1298 110.0 ME) 30• �- 73.2 77.7 110.0 120.0 4r 110.0 128.1 110.0 195A a�a� Z Z 32• 110.0 121.4 11x0 191M0 3r 702 728 110.0 t20.0 19-1/6• 110.0 190.6 110.0 I96A L:1 30r 1078 107.9 1 110A IS" 38- 648 648 110A 120.0 26-1/2" 3�- 110.0 $37.5 110.0 195.0 ¢O_- qO" 97.1 97.1 110.0 120.0 40' 60.0 Elam - 3r 99.5 968 110-0 120.0 O z�. 4r 928 928 t10A 120.0 42' 604 W.0 �- - 4r 868 968 110.0 120.0 20- 110.0 1688 110.0 1954 20- 8&7 86.7 110.0 169.0 19-1/8- j 1448 110.0 195.0 24' EWA 1388 110A 19&0 24' 73.4 73.4 1104 1204 26-t/a• -5�- 104.3 110.0 195.0 2a• 110.0 1188 110-0 19" 28• 642 642 110A 120.0 37- 74.7 110.0 120A 30. 42- 110.0 111.0 110.0 IOU 30• SS- 808 80.8 110A 1182 4r 85.8 110.0 120A qg 3r 104.1 1041 110.0 120.0 3r $72 57.5 110.0 1122 19-1/8' 9&7 1042 110-0 19&0 $$pS 36' 90.8 928 110,0 12&0 36' 80.0 6&0 - - 25-1/r �, 74.9 778 110-0 120.0 U 8 g 40' 83.3 83.3 110.0 120.0 40" eac 60.0 - - 37" 60.0 a" 110A 117. gE 4r 76.3 78.3 1104 1210 20' 6&4 66.4 110.0 1200 42" 60A 60.0 - - m @ 20- IIGA 145.7 110.0 19&0 24" 55.1 5&i 109.3 109.3 19-1/8" 834 634 1104 12.0 9 X 24" ttam 121.4 110.0 196.0 28" - 488 48.9 95.3 95.3 • • • • •• 26• 104.1 104.1 110.0 12U 30• 480 480 698 882 37' 392 $9. - T 30' 97.1 97.1 110.0 120.0 32" 438 43.6 86.0 65.0 37• 77' 56.3 s6s• -• r i i i• CAPACITIES ON THIS SHEET ARE a $ sr 51.1 91.1 110.0 120.0 36• 604 6m,0 - - • • • • • • 8ASE0 ON ASTM E1300-09 (3 SEC. GUSTS) 36• 60.9 ea9 110.0 12U 3r 80.0 604 - - * LUT MAX.LOW TO 171.0 ••• •• • • MD•ItORIDA BUILDING COMMISSION 40• 722 720. 110-0 120.0 36' �o Sm0 - - IS E�PONT LOOK BY'tlIETRLDCK' ® DECLARATORY STATEMENT OCA05-OEC-219 g 4r 69.4 69.4 110.0 1.20.0 20• 520 52.0 101,3 101.3 AHMgp 1' ~ 2• 110.0 129.5 110.0 19&0 24• 432 438 8&4 &S4 ik�k SRE 37•X 7Y APPUCABL�TO FiPM�FRAMESntILY • '•' cm m • y 7 TXT L 78" SEE SHEET 1 • • • • • • • #OMft 24- am 107.9 11010 19&0 28" 3&1 3&1 74s 74.3 • • • • • • MyA�N, • ° •O e 26' 92.0 925 110.0 120.0 32- .0.0 BOA - - •• • • •• • • • •• • (E.o81ld.19 $ 30" 84.4 660. 11" 1204 20' 418 41.5 aob 80.8 ••• t• 000 ••• • • • 1$ 8 3r 54 802 808 110.0 120.0 24" 348 344 684 8&0 n1q 36' 718 718 110.0 120.0 2a' 84" 544 54.5 - - NOTE' lea �' � ��d/�O9.s�• 40" 648 648 110.0 120.0 30• 512 512 - LOAD/AREA OMITS �7 Yt98-!0 0.r 61.7 61.7 110.0 1200 32• 46s 4fi3 - _ FOR +110.0. -120.0. F� 16.�4 $�QQ 4r _ • • +110.0, -195.0•PSF4r= 10. 0 or. • • ah6et 4of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION ATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) �v FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL , FOR S SEE F].EV.FOR R DES. Z SEE SHEET 8 FOR 1pN O SEE EIEY FOR. SPAMN6 SEE aW.FOR SPACIND METAL SEE SHEET 8 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTION! Sniff �1 MR 1 3/8' t] SEALANT SEALANT r • •v aa'z• °d \' 21/8` '• .Q <. '• a 21/8' :v0� °_ ��.♦ vV� °. ^�. hal' F- 2-11r MDL 2-1/2'MIN. �d d INSTALLATION TYPE '1' WOOD BUCK TYPE '1INSTALLATION TYPE '2' WOOD BUCK TYPE '2' PRESSURE TREATED PRESSURE TREATED TYPICAL INSTALLATION DETAIL 'rYPrAL INSTALLAMON DETAIL ATTACHMENT TO Z ON ALL FOUR SIDESAMING WOOD ON ALL FOUR SIDES/USING WOtfO METAL STRUCTURES _ 8 � 1/8'MIT. O TYPIOV.ANCHORS TYPICAL ANCHORS TMCAL ANCHORS $j SEE El" FOR SPACING SEE ELEV.FOR SPACING SEE SHFET 8 FOR DFSCR0glOJ SEE SHEET 8 FOR DESCRFIMNSEE ELAN.FOR SPACING r�-�•- SEE SHEET 8 FOR�RO'BON iD 1 N M it 1 3/8' I1 1I .° C SEALANT SEALANT 11 III N Z�� S8A I ga 11---J ° -' o v'0'•ed 27/8' ° °•aa•.ed 21/8' 'oQ� •: :•. ..:vQ.� .• ;. MIL ° BUCK INSTAUAWM BY OTHERS a BUCK RSTALIATKIN BY OTHERS MIR. t`MN. ATTACHMENT TO APPROVED MULLION INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD RUCK TYPE • •• TYPICAL INSTALLATIDN DETAIL TYPICAL INSTALLATION DETAIL • • •• • • ••• •• •'-- a • •• • • SXE ON ALL FOUR SIDESfUSING WOOD ON ALL FOUR SIDES/USING WOOD • • •• • • • • • • • 3/4 X 1'X 3%4'XI/$- I- %8 • ••• • • • pROA1JCTREVI� 9 2-1/2'LOISi AT ANCHOR IncanMRs 1 t t t • t 1 • mcemplytggavhh q•FTorke cARNO c5.oB1Sll� `�8 •• • • •• • • • •• • • •• • ••• • •• • n7 drawinno. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN g LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR WITH SHEAR CLILOCATION W9S- OO THEM TO THE BUILDING STRUCTURE. ••• • • • • • • • • P • • • • • • • sheet Sof 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLES TO ALL FOUR SIDES) tv ' FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 _ SEE El" FOR SPACING SEE SIE.ET S FOR oEwwRON $g CL SEE ETEYlo—SEC ELEV.F l�IG tIX SL SEE SHEET 8 FOR OESCRIPRONSEE SHEET S FOR OFSCRIPM a R g a� ` ••�, ^. + 21/8' L.—, 2118' \ 4tm •ION. �1 YOL2-112MR6. 12'MIN. INSTALLATION TYPE '1' INT W BUCK TYPE '1' INSTALL ATION TYPE '2' WOOD BUCK TYPE '2' MATERAI,PRESSURE TREATED PRESSURE TREATED Z TYPICAL WSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO gl ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDESMSING WOOD METAL STRUCTURES Q ai t/8'16TH. �.. SEE EL.ANCHORS N pr! „{_, SEE SH FOR SPACING M SEE ELEV.FOR SPACING �. FOR SPACING '''�—x-11 SEE StRkT 8 FOR TION An SEE SHEET 8 FOR DESCRIPTION /—SEE SEE SHEET 8 FOR DE '(WI.1 ;� � ;; pp Z: + o n II n RI V e.oa•,a a L_ 27/0- •' ; V V•-,a d 2 1/8' :vo.`• •.' •• •:vO° o.• AEI. a ° BUCK INSTALLAT ONBY OTHERS a •' SM INSI'AUATION BY 07HERS ATTACHMENT TO APPROVED MULLIONS Lt LI $4 INSTALLATION TYPE '3' WOOD BUCK TYPE '3INSTAUOIDN TYPE W WOOD BUL3CoTY PRESSURE MWAYM =4'i i i• •• a • • f •• .o x_e •nPIC:AL INSTALLATION DEiAn TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESIUSING WOOD ON ALL FDUR SIDES/USING WOOb yt� g3 • ••• • • Engr•JAYAD%m FR�UCTREVISBD i 3 ••i i• • ••i i i • •cA�1L• i IB-05L2* q a s WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN badeir•9 �• LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 015 W9S-100 THEM TO TBALDING STRUCTURE. •i• i i i i • • • sheet 5 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERVOIOHANCE VALUES OF 11WALIATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTAUATION ANCHORS �� REFER 1b SH18T 5 FOR DEO1&S REFER 10 SHEET 5 FOR OEtA8.8 REFER TO SHEET 8 FOR OEU4l.5 ANCHORS 0./O SUSAN CLIP ANCHORS WM=0 CUP AN950RS 0./O SHEAR CLIP ANCHORS WITH 6NEAR CLIP ANCIOH9 0./0 SOM CUP ANCHOR W=as MAP LCij WINDOW INNS. AT Ir O.C. AT 10'O.C. AT 17'O.C. AT 10'0.0. WINDOW 111118. AT 17'O.C. AT Jr O.C. AT 17'O.C. AT 10.O.C. NIQDON 0111& AT 17'O.0 AT Ir O.C. AT 17'O.C. AT IO'O.C.txr vZ RDDN MWMWExr(+)/D+Td-) f+)/u+�f-) d+)/eNrt-)�tN/ d) aw1N HOW MM HEWff (+)/�(3�1+>/�-)ted+>/�t-)Wt+)/u�d-) 20' to" 195.0 184.8 196.0 32• 133.2 IOU 76.4 1223 19-1/8' 198.0 198.0 149.4 195.0 24' 195.0 195.0 129.0 172.0 36' 118.4 t89.5 67.9 108.6 26-1/2' 28" LSSA 196.0 107A 161.8 28' Ins Ina 110.8 147.4 20• Is" 195A 119.1 1908 37' 195.0 196.0 77.2 118.9 30' 30„ 180.0 1S8.0 1032 137.6 24' 173.1 195.0 98.2 138.8 19-1/8• 195.0 196.0 151.9 185.0 3e lees to" 963 128.0 28' 78• 148.4 Me 8S1 136.1 28-1/r 38-3/8' 1812 IRSA 109.6 146.1 36' 150.0 1SS0 864 114.7 30' 1388 195.0 79.4 127.0 3r 1359 182.8 7SA 104.7 Q 40' 1350 two 77.4 1032 327 128.8 198.0 744 119.1 19-1/8' 1950 195.0 1838 191.9 40.' 1284 171.4 73.796.3 �• 195A 195.0 132.7 196.0 26-1/2' 60-6/8' 193.2 195.0 1103 136.6 a �j WAWA 20• 195.0 195.0 1327 176.8 24' 1SS0 188.0 1103 155.9 37• 13&4 173.0 79.3 992 24' 192.9 195.0 110A 147.4 26' Be 185.31! 943 1422 19-1/8' 19" 185.0 123.3 195.0 AS 28' 166.3 19&0 943 126.4 32' 154.3 186.0 884 132.7 26-t/2' 185.3 195.0 894 1688 30' 184.3 186.0 884 1174 42' 37' 111.2 194.6 83.8 111.97s 32' 1443 182.8 829 110.6 42' 96.0 171.4 862 98.3.3 eZ 36' 128.6 171.4 73.7 98.3 19-1/6' 198.0 183.0 1308 1SS0 1° 40• 118.7 154.3 683 868 26-1/r 74-1/4' 164.7 19So 94.4 151.1 42' 1103 146.0 632 842 37' 117.6 1 188.6 87.6 106.1 ~' a 20• 1984 198.0 184.8 1934 24• 195.0 LSSA 129.0 161.3 28' 19211 1950 1104 1382 30' 411• 1954 198.0 1032 12LO O asa 36' 180.0 187.6 884 107.6 32' 1N.6 1950 /204 1 'TYPICAL ANCHORS SEE ELEv.FOR SPxm O w C 40' 138.0 1686 77.4 98.8 144! DIA_ KWIK-CON 8 BY'HILTI'(Fu-163 RST,1 157 HSQ 42' 1284 180.7 73.7 S21 1 1/4' INA. ULTRACON BY 'EI (F,-i77 R9,"185 N 20' 19" 198.0 137.6 195.0 {[1�1 INTO 2BY WOW BUM INR WOw STRUCTURES 3 e 24' 195.0 196.0 114.7 1720 1-1/2" MIN. PENETRAMON INTO WOOD pQC 3 28' 171.4 IWO S8.3 147.4 pQ Z Z 2 30• 195.0 to" 91.7 137.6 THgRU 18Y BUCKS INTO CONC. OR MASONRY .3133 3r 150.0 1954 664 129.0 i-1/4' MIN. EMBED INTO CONC. OR MASONRY $- 36• 1333 195.0 76.4 114.7 I DIRECTLY INTO CONC. OR MASONRY 40' 120.0 171Aama 653Gas 993 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o 4r 114.3 171 A 86.8 98.3 in 195.0 123.6 1 IMS 1 ,014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 150.0 Ifto 1032 1543 1 INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090' 28' 154.3 1950 a" 132.7 INTO METAL STRUCTURES 30• 144A 195.o 826 iiia a• 30.• 135.0 t9so 77.0. ANCHORS a/o SHEAR CLIP ANCHORS arra SHEAR CLIP STEEL : 1/8'TFCC MIN. (Fy m 36 KSI MIN.) 116.1 ALUMINUM : 1/8'TRK. MIN. (8083-T5 MIN.) 36• 120.0 160.0 88.8 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40' 106.0 182.0 613 924 0.2' 1 1 10x3 184.3 694 884 TYPICAL EDGE DISTANCE $�� is Zr 190.0 19" 117.3 164.2 • =•1" MIN. - M r n 2 �(Ap 28' n5a 198.0 100.5 Icor •• • 0•171F='AIL�ST )G � =•3/4' MIN. 30• 95' 163.6 195.0 933 131.3 • 0 • 0 0 • • • • g a H 8 E 3r 183.4 1950 SBA 123.1 •• ••t)�RIIB AT IAD,gw0OR•J kMSS t'o= 3000 PSI MIN. 38' 1354 190.9 762 109.6 C-90 HOLUDWCK/MW BLOAT JAMBS fm -2000 PSI ACS. 40' 122.7 171.8 29. 983 • ••• • • �°�AVAO**AD ° 2040 196.0 196.0 128.0 180.8 �• age 24• 1973 195.0 107.8 1303 1 0 t 000 • 1 �� 7ra6 YlewRh PkrWA 3 •• • • 0 0 0 • • CA,N, • Oidldm8 Co44 28' n• 180.7 196.0 92.1 129.0 • •0 • 0 0 • • AfcgW m No---Q- 30r 30' 180.0 166.0 884 120.4 •• 0 0040 • • • flsp5nH1m1Dme �/$ v ^ $ 32' 140.6 198.0 803 1129 pr drawing n0. 38' 125A t78.0 71.7 100.3 p� W98-100 •i• i i i i • • • i sheet Bot 7 • 4040 4040 • • • 4040 4040 4040• • • • 4040• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANNCE VALUES ALUMINUM DUCKKF!RAMIN - DETAILS OF ALUMINUM DUCK OF ALUMINUM BUCK OF ALUMINUM BUCK /10� INSTAUATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHIM 3 UM a FOR WOMM CAPACHRES W 115E LOME APPLICABLE VALUES. . VINDff am. TR UM DIMS. 1191906 111ft WIDTH HWW EKr4+) W4-) 510TH NNW EXL(+) BNL(-) WIDTH mom W.(+) W.(-) 0 20• 110.0 195.0 20' 108.8 120.0 19-1/8' 110.0 199.0 24• ttD.0 195.0 24' 90.0 T20A 29-1/2• �, 110.0 195.0 q S 28• 110.0 INA 28" a" 110.3 37' 110.0 184.2 30' 110.0 182.4 30• 78' 7&3 IM7 42' 110.0 152.4 32' �' 110.0 179.5 3Y 60A 60.0 19-1/a• 110-0 1T.0 (o; 36' 110.0 177.3 36" 60A 604 26-1/2' �3/S, 110.0 172.6 $1� 40• 105.8 14LI 20" 1027 120.0 3Y 110A 158.3 42• 97.0 120.0 24' 8&2 120.0 42" 95.7 1204 20' 110.0 179.5 211' 78' 77.9 120.0 19-1/8' 110.0 1964 24' 110.0 159.6 30' 73.9 101.3 26-1/2' SS-S/a, 11&0 154.7 2a' 108.9 14&6 32' 604 60.0 37' ".0 12" 1 1 tl) 3D' 103.5 141.9 20' 110.0 120.0 42' 898 120.0 32' ♦2' 100.7 13&1 24' 97A 120.0 18-1/8' 109.3 149.0 I 38' 97A 120.. 2a' 84' 85.5 1174 25-1/Y 843 11&2 1 I er 1 40' 952 12LO 30• 80.0 60.0 37' 673 0&1 #14 SMS i "` 4Y MO 120.0 32' 80.0 60.0 42' 60.0 80.0 AT 6"FROM ENDS 20" 1f0A 195.0 18-1/8' 110.0 154.8 17"O.C.MAX.AT JAMBS V 24' 110.0 1773 28-1/2' 74-i/4• 8&4 1188 '-V�--1, 24"O.C.MAX.AT HEM/SGA. "'' Z 14 SMS 28" 110.0 180.9 37' 60.0 6&0 ' __ �U AT 8'FROM ENDS N 30" 110.0 1543 18-1/8' 109.0 120.0 ((A��IIjjJJ 17'O.C.MAX.AT JA48S 51 32' �• 10&1 120.0 28-1/2' 76' NA 1152 24'O.C.MAX.AT NERD/SLL g u 38• ,038 ,20.0 37" 40" 99.8 t20A 19-1/a' 10&3 120A °� a 42" 95.0 120.0 28-1/2' 77' 827 113.0 20• 110.0 17CI 37' 80.0 80.0 g 24' 110.0 1520 �• 99.8 120.0 pppp Z Z(i� 3�2 54' e� �2DA • d.a• `•� •A: nt' � � '� o 1 ^ ^ 38' 88.2 118.2 "' SYPXAL ANCHORS TIME'A'(IR'8' TYPICAL.ANCHORS TYPE'C 40• 82.2 1127 AT S"FROM 9,IDS AND AT a"FROM ENDS AND O 42" 10.6 1103 2 1/2'MUM. 17'o c.MAX.AT JAM 17'O.C.MAX.AT JAMBS 20' 110.0 1532 Ecce t>si. 1Y o.0.MAK AT HEAD/SILL t.MUy 24"O.C.MAX.AT HFM/SiLL 24• 97.0 133.0 INSTALLATION TYPE 'S' INSTALLATION TYPE 28• 86.8 119.0 TYPICAL ANCHORS: SEE ave.FOR sPaI.1NG 28Y 9PDOD BOOK OR YIOOD SIRUCIURES C 30' o• a" 1138 A- 1/4'DIA K9AK-CON If BY 'HILTP(FI-153 KS,F7=157 KSI) 32' 79.4 108.8 TYPICAL INSTALLATIQN DETAIL 3e• r-753.91-TO-153- DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SMES MNG AL 40' SDA Sao 1-1/4' MIN. EMBED INTO CONC. OR MASONRY ��l1hIlNUbi BUCK SYSTEM B 00 �• tto.D 171.0 a 1 • • • • • • • • • b DIRECTLY INTO CONC. OR FILLED BLOCK 55 Km 2AM • • • • • • a 24' 107.8 1203 • • • • ••• • D 50 2a' 95.0 1204 1-1/4" MIN. EMBED INTO CONCRETE s4s • • • A65• • • • 8 2r �a 1200 2-1/4' MiN. EMBED INTO GROUT FIU.ED BLOCKS D6b �2 •• ••• • • ••3w w 32" 87.3 119.7 C - ,#14 SMs (GRADE 2 tests) � 1.125 38• efl o 60.0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • 000 •"ai 4O" 60.0 80.0 1-1/2' MIN. PENETRATION INTO WOOD IAN • • • • • • t„�� m YeeFlerida N �' 20" 110.0 1543 .125 • • • • • •"` 24' 97,0 120A TYPICAL EDGE DISTANCE •• • • •• • • • • ' • goeNo IR j� �• jj a" 1173 INTO CONCRETE AND MASONRY - 2-1/2' MIN. ALUMINUM BUCJCa• =I�TIONAL • • • pate 9Al8 30' 72' 61.7 112.0 INTO WOOD STRUCTURE a 1' MIN. 8083-Te 6063-Tfai�CG�• Hy d�W�g 32• n3 10&9 CONCRETE AT HEAD„SILL OR JAMBS 1'c- 3000 PSI MIN. W98-10 36" 60.0 6 !1 0'0 C-90 FOLLOW/FILLED BLOCK AT JAMS 1 m - 20M PSI MIN. ••• • • • • • • • • • • • • • • sheet 7 of 7 • • • • • • • • • • • •• •• ••• •••• ••• •• ••• • • • � t M IAM IODADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.eov/economy CGI Windows&Doors •• 10100 NW 25th Street • � 0000 Miami,FL 33172 0000.. SCOPE: .. 000:0. '00' . 000000 This NOA is being issued under the applicable rules and regulations govern;Iei 'fe'use of construction materials. The documentation submitted has been reviewed and accepted by m�aade REIN Product Control Section to be used in Miami Dade County and other areas whelg X(oped bye 8'Author"�••• • Having Jurisdiction(AHJ). 000000 0' This NOA shall not be valid after the expiration date stated below.The Miami-1 a"ounty Pro00: 0000.duct ContFdP':' Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade Unty)wservp the righ� to have this product or material tested for quality assurance purposes. If this;pro�ct or I'd�dridl fail,to • perform in the accepted manner,the manufacturer will incur the expense of such'testing anld,1 AHJ rim••; 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"Sentinel 130"Aluminum Fixed Window-L.M.L APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision F dated 04/10115, 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 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 applicafion 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-Dade County, Florida, and followed by the expiration date may be displayed in advertising.iiterature. 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 and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CMADMENOA No.I5-0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 ( 1 Page 1 CGI Windows&Doors .NOTICE OF ACCEPTANCE: * EVIDENCESUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 0000 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed'Window(LU I�• .... •• (S.M.I.),sheets 1, 1.1,2, 3,4,5 and 6 of 6,dated 01/30/10,with revision.F,dated .• 04/10/15,prepared by Al-Farooq Corporation,signed and se�.eck'bf Javad•Ahinad, ••••:. P.E. 0000 0000: • . .... ..... B. TESTS 0:00: • ••• • 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading e'r'FBC TAS 242-94.0 0 0 0. 2)Laige Missile Impact Test per FBC,TAS,26;-14 • 3) Cyclic Wind Pressure Loading per FBC,-TAS.203-9 44 along with marked-up drawings and installation diagram of 6 rias 7500.RV.0 fixe)•••• window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super$pacer® 0 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. 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 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(O 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. 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 238 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. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 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 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC,Test Report No. ATL-0080-0103-10,dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-051013) GZl �✓ Manuel VeK P.E. Product Conta. 4 miner NOA N413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 ' E-1 i CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying w�ith�FBC-5* Edition (2014), dated July 18, 2014, prepared by Al-Farooct Coxoratio$*Olt* ed a;d•• sealed by Javad Ahmad,P.E. •• • ... •• 000:0. '..' : (Submitted under previous NOA No.14-(173X.US) 0000:0��• 2. Glazing complies with ASTM E1300-09. • •....� 0000 �.... � 0000 • 0000. 0000' D. QUALITY ASSURANCE 69:09: . 0 • O.L. 1. Miami-Dade Department of Regulatory and Economic ResoUcdf(RER)••0 0 0 0000.. 0000:. E. MATERIAL CERTIFICATIONS •••••• 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPoAVB;? emo;"Co.,lie?•• for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 011;4/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12111/16. 3. 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. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS ✓� 1. Statement letter of conformance, complying with FBC-51b Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No.ATL-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.L approved on 10/16/14 and expiring on 09/22/15. Manu 1 Per X. Product Control E er NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 FLANGE WIDTH 4W ittIDTH �• u Bm WIDTH FLANGE�+ TYPICAL ELEVATIONS ro4" D.L on D.L OPG. DL OPOL (r kvx �y $ SHDRUR ^ J OmRvNmERS A ' m Al ' ' ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES SEE SHEET 1.1 FOR FIN FRAMES. m 11 Illi 11 11 it U ft II aN$D 11 1i it II 11 II II II C� 11 II II 11 C 11 II 11 it 11 II II 6 It II {I 11 BUCK HEIGHT D.I.�' 4 u n -I u u -T u n �! O 11 11 O 11 11 D 11 11 n u u u n u u II n a n u u a u D n u 11 II I{ It 11 11 U 11 it it 11 n It U/, o II it 11 11 n it h =-3 ____ _ = r==_= .: _ c_r :-= tl B 11.•/Qa it U 0 ,�}} o N M FALSE MUNONS {swxx APPLI:D) 18'MAX. B'MAX. TB'YAX. �RNLRS LS KARAT Z Z ,� oPTIDNaL sonN>as � sears �J E FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME WIDTH �� WI' mm-i WNDOY WIDTH vn, rmoav rnDTHWDmorr WIDTH W. � SERIES 130 S AL NUM Oli '� i►- ,� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I CHARTS SHOWN ON SHEET 2 I I I I 'i' i 09 1 APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS / a OF FIX./FDC. OR FDL WOW.WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS WDWOW YDTH WNI=WIDTH WNDOW WIDTH �I.� DAYLIif OPENINGS: IN BETWEEN. I• ••• D.L.O. HEM - BUCK HEIGHT- 3.00" LOWER DESIGIN PRESSURE FROM WINDOWS OR MULLION APPROVAL _ OILOPWIDTM - DUC*WqI - 3.00" WILL APPLY TO ENTIRE SYSTEM. r �1 j- — —— —^ 1 • 1 • • • • • W•'a a THIS PRODUCT HAS BEEN DESIGNED AND TESIED TO COMPLY WITH THE % I j I %. § . •i •• i r " GLASS REOUIREMENTS OF THE FLORIDA BUIDNG CODE BICY.UDNG HICK VELOCITY / / iJ� ••• • ••• : =CVSUII$MISING LAM.GLASS u o W o HURRICANE ZCNQEE(HVHZ). MISSILE IMPACT I Ll WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I I SMALL MISSILE IMPACT o Q LOADS to THE STRUCTURE. . Fipn rsrtL ANCHORS SHALL BE AS USTEO,SPACED AS SHOWN ON DETAILS.ANCHORS • • • aeasmNylI6IroPIai�� S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO • • • � S 8 9Wf�agGda n� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETARS ARE THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. • : • • • �� NOT PART OF THIS APPROVAL. SHUTTERS ARE NOT REOliI2ED. •• • • t :ww A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � MaQaet 1(eWll� no. MATERIALS NCLUDING BUT NOT LBDTED TO�AL SCREWS,THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMM CAN BE COME INTO CONTACT WITH OTHER DISSIMILAR Mn SHAD.MEET THE VERIFIED BY IICSdIB1NG PICTURE WINDOW SHAPE WTfFON 54twtE Cut RECTANGLE AS W10-02 REQUIREMENTS of THE FLORIDA BLDG.CODE SHOWN N DOTTED LINES AND OBTANING ALLOWABLE LOADS FROM THOSE SWIPES. :• • • • ••• sheet of 6 4D- 4ar ,�• v % DUCK WDTH M=WWH Di=Sm TYPICAL ELEVATIONS lwV� DL OO. D.L OPO. DA.OPG. �Y 81 MNK. t8'MAXSIkDEVS. /s. 3 t I` `1 m 8� h� 11 tl tl 11 m II II II II 11 II ti 11 II It II II II II �R II II 11 11 II Ii u u u n u u --=JL-----�---- ---x------11-- ---�L-----11._^_ 58' QQ n Y, u u /� D.L OPO. 11 It i>' __ 11 �� n �p p p. -- 11 �� II $ �-� n u � -� u u m s• c u n d u u ❑ u n n yy� u u n u n It II II !I 11 11 It a -- '4------U---- --- Ir-----1---- --- 'U---^--4'---- n a n u u u u p a n n TIM SUCK Tom CIA DIM LOAD CAPACITY-PSP DFIOGN LOAD CAPACITY-PEP FLANGE MNS. RUM DDl8. MASS TYPES 'C'lo'd'GLASS YYPB9.0Vo'Dl' FLANGE DING. 89 7YPE9'C1'd'0489 .0'1.01' 1� MOTH M LENGTH Q STN(W) (I) W.(+) lNr.(-) oo'd+) IW.(-) WIDTH M9 (L)warm(M (L) �1+) INT.(-) �.t+) INQ- 24' 23' 80.0 BOA 80.0 60.0 24' 23• BO.o 80A BOA 80.0 3 30' 29• 80.0 60.0 ea0 BOA 3" 114• 28' 113• BOA BOA Bao Boa L 38' 35" EDA 60.0 BOA no 3r 35' 73.0 73A no 80.0 42' 30' 41' 3r BOA 80.0 Bao 86.0 41' 40' 61.4 61.4 80.0 80.0 d 46" 4r 80.0 BOA Bao 80.0 24' 2r BOA 80.0 I Bao BDA I SR Sr 804 190.0 Bao Bao 30' 170' 29' 119' no BOA no BOA e, 80' S9' 8oA 60.0 I 800 BOA 38' 35' 72.4 72.4 80.0 8" 81' BO' BOA BOA 8" 80.0 39' 1 1 38' 1 6" 68.9 80.0 80.0 tL Q 24 23" 80.0 80.0 80.0 S.0 24' 23" Bao 80.0 80.0 noWID11!>IE ey 1I.. w 28" no 80.0 BOA 80.0 30' 29" 80.0 80.0 80.0 BOA VERTICALLY AND OR HOGTH OIN TALLY A CAN BE ASOMORIENTED �W 36' 35• BOA no �A no w 121' 35" Imo' 723 72.3 80A BDA VERTICALLY OR HORIZONTALLY AS SF�st ABOVE 42' 48' 41' 47. 70.2 70.2 no 80.0 3r 38" 68.8 652 80.0 Bao 48' 47' 613 61.3 $4' 5r 61.3 813 80.0 80.0 Typ. BUpt WAS 81 6C 59' 813 613 80.0 s" 81' eo' 3 613 BOA 80o DESIGN LOAD CAPACITY-PSP 24' Zr BOA 60.0 no 80.0 FLANGE DINS. tmcE DINS. GLASST7YS5'C•1'Cl'MASS 7YPE8'0'1.01' FLANGE 3O' 29" 60.0 80.0 60o 80.0 TROTH(r)LENGTH(L)WOO(e9 GIH(U Mad+) 1Nr4-) W.(+) IW.(-) 30" 3SP 80.0 BDA BDA Bao t9-1/8• 18-1/8• BOA BOA 80.0 80.0 FLANGE DWS - 4r 8c. 41' w 702 702 no BOA 26-1/2• 25-1/2• 8" a" a" BOA y _ 48• 47' 613 613 80.0 80.0 37" 2" 36" 2r BOA BOA 80.0 S.0 BUCK DW C 54' S3• 84.3 84.3 72.0 728 46' 4r BOA 80A 80.0 80.0 Bo' 4BA 4&B 88.1 68.1 83-1/8• 82-1/8' BOA Bao 80.0 no 81" 80' 48A 4&8 65.1 65.1 61' 80' 80A BOA 80.0 a" 24' 23' BOA 80.0 no 19-1/8' IS-1/8• a" 80.0 BOA no �EQUAL- LEG N 30' 29' BOA Bao 804 BOA 26-1/2' 25-1/2• so.O BOLOA 80.0 FReYE NM 38' 35' 80.0 Bao 80.0 Bao 3r 38-3/r 36" . BOA 80A 80.0 no F� 42' M. 41" 71" 70.2 70.2 BOA BOA 48! Cr 77.1 77.1 80.0 80.0 BUCK Ow 48" 4r 613 61.3 HO.O no 83-1/8' 82-1/8' 77.1 77.1 W.0 80A 54' S3' 543 843 72.5 72.8 81' w 77.1 77.1 BDA BOA 80' se' 4&6 46.8 85.1 65.1 19-1/8' 18-1/8• no BOA BOA no et' 80' 46.0 4410 04.0 64.0 26-1/2' 28-1/2' BOA 80.0 a" SDA 0 Z4' 23' Boo 80.0 8D.0 80.0 3r 38' 80.0 BOA 80.0 804 FIN FRAME 80-5/8• 30" 29" 60.0 80.0 80.0 no 44' 4r •D-51" 81.3 613 eo.0 8a0 38' 35' 76.2 7&2 60.0 80.0 53-1/B• 52-1/e' 8&0 8&0 77.4 77.4 Bl1CK DWS ��y+ 42' �. 41' �. 704 700 80.0 BOA 6t' 80' 56A 5&0 77.4 77.4 _�^ 48' 47' 613 813 60.0 60.0 76-1/$ 74-1/4' 58.0 8&0 77.4 77.4 $ DA SY 543 543 723 72.5 as-s/a 92-3/+ seo seA 78.5 75.5 FLANGE ADAPTOR FRAME R 58' 5S 5L4 52.4 GOA Bt1.8 19-t/e' 18-1/8 BOA 80.0 no 81LO 24' 23• BOA 80.0 a" Boo 26-1/2" 25-1/2' Bao 80A 80.0 no FIANCE Of Ir $ 30' 29• 80A no no 80.0 37' er 38' 80.0 804 BOA 80.0 38" or 35' 78.8 7&8 Bao GOA 48' 4r 81.3 613 aao w.o ••• ••• • • • • • •• g EdRES 42' 41' 88.2 $52 80.0 80.0 53-1/6• 52-1/8• 55.3 553 73.7 73.7 •: �.v48• 4r 6a6 WA 80.0 S" 61• 8o" 484 48A 60.0 64A GLASS•CAPACY(IE! O*m WS4449' 48' 59.9 890 800 8a0 75-t/4' 74^1/4' 48.8 48.5 6fo 810 a �.1�01}-Q9�(•�•S�(•.�) 24' 23' SILO BOB Bae 80.0 19-1/6• 16-1/B• 80.0 8oA 80A 80A AND FLORIDA BUILDIRG COMMISSION •• 30' 2B• aoA 80.0 no 804 26-1/2° 25-1/r BDA BOA 80,0 a" DECLARATORY STATEMENT OCA05-DEC-219 10 38' for 38' 101' 74A 74A 80.0 800 3r 76" 36' �. 7&8 78.8 80.0 no • •f• �046 AHM PROMNTRTIVISI� if 42' 41' 85.7 65.7 80.0 BOA 48" 4r 613 813 BOA HOA • • • � *-Vtftw4bdid PInrW RuaffRormb 48' 48' 593 893 no M0 83-1/8' 82-t/8' 55.3 85.3 73.7 73.7 •a i i • ••• 0 bb 99 i5 - 24' 23' 8a0 BOA �0 8a0 81' 80' 48.0 480 84A 84A • •• • Doe 30' 29' BOA Hao 80.0 80A •• • •• drawing no. 38' 109" 3r tOr 7sA 738 Boo Bao ANCHOR sPactFtcl TO AS PER SHEETS 1 do 1.1 015 t' uct 42• a• Bza GZ4 no Bao W10-02 44" 43" 39.1 59.1 80.0 80.0 • • • • • ••• • • Sheet 2 of 6 • 0 ••• • • • 3118'ANN.GLASS 3116'HEAT STHEN'DeGLASS SoR•1 P PEl'Core Sdlox SCP Yllth PET Com Bir'Eastman Chwnlaai Co.' Br'Eastman CF�CaI CoAW nteriollor .' � GA at J s And Color Gbsa 1Clear NM color Gmae By'Eastman Chamtcd Co.' By vnt mn Clwr"Co.' OROR .m-waftwOu os .A2 �IGV Q Br'EL DuPont Da humans&Co„Inc: By'E.L wont Ds Nemours&co„Inc., � lo g OuPont P, dlPent&tadl PVB By F.d.DuPont De N•noum&Co,Inc: By E.L DuPont De Nmnoma&Co..hm.' qY p: 3/18'HEAT mwro GLASS 3/18"NEW SfREN'D G SILICONE :i: SILICON WIN GE 11200 GE 12M A E3 t i I DOW CORNING SGS E3\ '! Dao CORNING 898 M II 1 oar CORNING;895 DOW coRrmtc BBs ppp��o 0 71w,,/113mS* ON CRE6 M5 AT 1/4 POINTS ON UTES ,w WIDER THAN 36' �QpS amm TYPE 'C' GIASS TYPE 'D' O 7/18'OVERALL LAM.CLASS 7/18'OVERALL LAW.GLASS GG 3/16•ANN.CLAW 3/16"HEAT SfRFJ1'D GLASS � n Soft In WPET Core �Saff me�PET Cam 'Eaehnon ctan kxd Co.' %w6 mn Chemloal Co.' Ti 3= ssan aeon ArW Color Close So==Md Color(mea C9 p 5 'Eastman Chm"Co. BY'Eastman aandcW Co.' 3/8'AIN SPACE Ytsrbyer 3/8'AIR SPACE OR Intetaysr o .OwSILICONE 3/18'HEAT STIREMD GLASS GE i2DO By'E.I. Os Nenalas&Co.,tnc.' By'E.L Ds Nomas&co.tnc.' r O DOW cmmm 888 COU 3/16'HEAT SVWD GLASS QBO'hlten!afar i ; Dar CORNING 995 DuPont o PIS DuPont Butane PVB ; a By'EI.DuPont De Nemom&Co..Inc: By'EL DuPont De Nanwre&Co.,km.' 3/18'HEAT STRBOD GLASS 3/18"HEAT STREN'D GLASS •1 'I g i• I!IL $6§ saxx E SILICONE GE 1200 OE 1200 Dar CORNING m ,' DUN CORNING 888 •• •• • • • .I I DOW CORNING 1195 .I DOW CORNING 895 • • • • • • • m Mt ! ! ! •�COVIO NG • • • • • o h a nro 1• i I XL EDGE SPACER n �I Li i XL EDGE SPAM • • • ••_••• _• 's i1 ST.STEEL BY'CAI✓aIW4L !; :��I Si.ST13] BY'CA(�INAI' •• ••i ••• OP�ONAi CA AZ�G•DETAIL ,row. E4 I• i ! OR E4 ! 1•!• OR OURASM BY'QUANEW DURASEAL BY'QWINEI' GLASS TYPES 'CI' & b1' m K SUPER SPACER BY'QUANIX'OR 14 SNIPER SPACER BY'QUANEX'••• •:• 6gr Pg tl 1ilA� y6��11lorida MS AT 1/4 ALL SIZES 181 AT 114 ALL SIZES14 ••s •• • ••• • • mm�l7o�14 GLASS TYPE 'Cl' CLASS TYPE 'DS' •• • • • jj t'CVEFVU=A-LAK GLASS (L.M.I. ONLY) 1'OVERALL.VWL.IAM.GLASS A7• drowtrl8 110. MAY 20 IN ORDER TG QUALIFY FOIL SMALL MISSLE tldPACT RATING ••• • FJLTQROR PLY OF GLASS TYPE'C7'&'ot'Musr BE TEMPERED. • • • • ••• • nttleet of 8 TYPICAL EDGE DISTANCE CONCRETE AT HEW,SILL OR JAMBS fo a 3000 PSI MIN, TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY= 2-1/2' MIN. C-SO HOLLOW/FILLED BLOCK AT JAMBS fm s 20M PSI MIN. y THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTD WOOD STRUCTURE= 1' MIN. �Y INTO METAL STRUCTURE m 3/4' MIN. F $$ INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS ISTALLATION DETAILS INTO METAL T WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRICTURES DIRECTLY INTO CONCRETE MUCTURES OR INTO APPROVED MULLIONS FLANGE FLANGE SEEL ANCHons FLANGE t/4 MAX FLANGE p�o FDR sPadNa it ZBY SOD BUCK MEIAL I! Y�MDODTYPICAL ANCHORS ° SIRIICT{RE 5 ES I.1SEE EM. M2 FM v.V > TYPICAL.AN{RIDRS 1 ® M2 SEE ELEV. S2 MR SPACM El --� x'114.••' __ 9 52 Wi., v: • •. o. o" II Ii o °..9 . TYPIGUs AFTGSGoxs � • , SEE SPAC` v• 18Y E�SPAdF�i WOOD BUCK Stilts GQ EQUAL LEG EQUAL LEG EQU LEG <v. E2 EQUAL LEG 28Y WDOD twat .o METAL a 0 o OR WO oSYRUCIURE B 1 A l WDA statK TORE C 1 TYPM ANCHORS $z EE3 sEe am x ^ FOR SPACM Q , I YMC&ANCHORSor32 SEE EM. o t. FAR SPACDM ° o .•• ACL Elt cgR`!� '`9.• '° 8 SEE ANCi{DRS 11 TYPKANCHORS 1BY FFOR�' ' ` ¢ ° I• SEE SPA A JIL E3 •i, SEE ELEV.WOOD BFOR SPACM UCK $$ $ •• ••• • • • • • •• • • • • • • • • • B ^^'+d •• •i ••i i •WOOO.IzNB AND METAL STRUCTURE NOT BY CGI WDW. i a 8 g • • • • • AND 7•M�T LOADS IMPOSED BY GLAZING SYSTEM o o W TYPICAL ANCHORS: sm aw.LTR SPACDIO #14 SMS OR SELF' DRILLING SCREWS (GRADE 2 CRS)•• ••• •• THEM 70 THE BUILDING STRUCTURE ,1/4' DIA. TAPCON BY'1T1LI' (Fu-120 K%Fy-52 KSI) INTO METAL STRUCTURES o ;• I/4" DIA, ULTRACON BY'ELCV (Po-177 K%F3-155 Xs) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) bb e ALUMINUM : 1/8"THK. MIN. (8063-TS MIN.) • ••• • • • txal 7 v INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (STS IN CONTACT WITH ALUMINUM TO BE PLATw OR PANTED) • • • • • • • • Fu � losel2 ��YMBwdIbUmFWGida u 1-1/2" MIN. PENETRATION INTO WOOD • • • • • • • • • cAN IiId61gC°Qo L 14 SMS OR SELF DRILLING SCREWS GRADE 2 CRs• • • •• • • • •• • • Aar g THRU 1 BY BUCKS INTO CONC, OR MASONRY ( ) • •• • • • • • • 8 K m 1-1/4' MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS %. THK= •090V• • ••• drawing lip. DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY PQ W�O-O2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW MWALUITON DETAILS THRU 1X INSEAWTON DEMOS THRU 2X DWALIATION DETAILS INSTALLATION DEWS ONTO METAL WOOD SUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE SIRUCNRES OR INTO APPROVED MUWONS FLANGE ADAPTOR FLANGE ,ADAPTOR FLANGE ADAPTOR FLANGE ADAPTQR TfinmN 1/4'MAX. n Sm aw t 1 �WOW HUCI( FOR srasuRe Q aIgg Ma& p i I WOOD TYPIXYILH 'o STRUCTURE U2 MR SPAM 7YPM ANCHORS SEE aw. SR \ ,.e PTNL SPACING 66655 el E2 QN-- Ee T E2 yy s S2 MIN. v' • .p .` Rre(cAls MPCHORS ;�. Mz • (/� ^• ( •'' SEE ELEV. E3 isyl FOR SPACING WD06 em ti 9 s •. E8 EZ 0 V W L'. 0 2 J/S"MAL 1/4'YAR. sm HEMIT 1/4'MAX. NOT BY ca 1/Y MIN. 1/2'MAI. © z'g,� z 31W MAL FIN FRAM Mx *8CAUUM - ID x TYPICAL ANCHORS SEE an FGR SPAS I o (GRAVE s CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2Ya*. R THE USE OF DEEPER OR PR BEVELED WOODBUCKS IS HOUSE WRAP PERMITTED I SY Col EXTERIOR 44 4 BUt1IC WIDTHvam •• *00 • • • • • •• r=— MOUE-MADE COUNTY I'M�g-M{ UPOi AiPROYEDN(000 • a n I ( APPR04E0 MULLOXJ �'MUL4iSAl dt MR6.Li�1 AW •'(• • • $ 8 � RS 1196 AW%�•• • Il• • •• goo . 4- SEE Fkft R.{7�- --* wM��3B w ELEV. BYdroWing no. FOR SPACNO g,4 X r SMS. W10-02 • • • • • • • • sheet 5 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2=5 TI1Qd PART/ QUAN7Try DRSCRIMON NAME& XANR/8UPPLIRR/=URX8 .080 El CO-118 4/WWW. FLANGE FRAME 8083-T8 E2 C18418 4/WOW. FUSH FRAME/FN FRAME 6083-TS - 912 E3 M-121 4/WOW. GLAZDKI BFAO(LAIL MASS) 6063-76 ro I' E4 CM-123 4/WOW MAIM BEAD(IAM.8WJL MASS) 8083-TS - 9NIS .085 E5 CGI-110 4/WWW. NAB.FIN AOAPMR 8083-TS . E8 CM-108 4/WWW. FRONT FIANCE ADAFROR 8083-T8 - M1 C%-38W AS IEQD. MAZING IRBB WM PVC OMMEIER 75-M 9WIff A t' M2 CM-124 AS REOD SCREW COWER-OPROHAI. PVC - ((( M3 CGI-112 AS REAM FUISH FRAME OWER RIC Et FLANGE FRAME M4 - OPnONAL GIAZING MIME(i X 1/2 X 1/87 8083-75 - MS - 2/WE SEEING MOCKS EPDM WIROMErER 8535 SHORE A 4! 2.305 .Ogg S2 #10 X 1-1/4' 2/CORNER ASSDMY SCREN 14L PH SMS ST/sT - E ti 1.485 .812 a e� 988 0 . 0 1.335 0 E2 FLUSH FitAME/FlN FRAME .075 .S&S 975 A7 ENDS C 1.184 NM O MAMG BEAD (LAM. GLASS) 3M .120 1SS � 1.000 125 C �' 1.154 .sDD p E4 GLAZMG BEAD (LAM. INSUL. GLASS) LGLAZMG ANGLE(LAM. INSUL. GLASS) C RCIAM W O ROWS fli$$i p t.,3o .oes 1.450 RECT. OR SQUARE WFMMW9S 1� 1101 1.550 1.888 .. ..• . • . • . .. .550 ,QgQ • s • • •TWfI'.•CDRNI►R DETAILS .oEo •• •i i i i i i•i •• o �a 6 8 lssa •• ••• •• • • • •. g�o.,a U NAIL FIN ADAPTER O FLANGE ADAPTOR o Fmgr.AM AWD PRODUCT RHVWW 11q 1.38E 1.119 ••• •i• ••• ••• ••• • • FLA. 74 2 m compiyioewith"Florl" O ABD •• • • •• • • • •• • • Aocepimce tVo 1 Q 2B1 • •• • • • . • • Omte fersVIj .050 ax =� •• • ••• • ••• oas tmt A21015 lil;mv�-cmc dmwtng no. W10-02 O RIM FRAME OWNER O SCREIV COVER ••• • • • • ••• • • • • • • • . • • sheet B of 6 • • • • • • •••• • •• • •• :.-.: M IAMDADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.mtamidade.tov/economy CGI Windows&Doors 10100 NW 2516 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(AHD). 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"Sentinel 11011 Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. Wl"3, titled Series Sentinel 110 Alum. S.H. Wdw. (I..MuS.M.I.)", sheets 1 through 9 of 9,dated 02/02/10, with revision C dated 04/10/15,prepary d by Al- Farooq Corporation, signed and scaled by Javad Ahmad, P.E., bearing the kael-Dade Cettttty PrO&AQ 9*0 Control Revision stamp with the Notice of Acceptance number and expiratiolt�Ode by tle Mbtmi-Dade•• County Product Control Section. 660:9* 0 0 MISSILE IMPACT RATING.Large and Small Missile Impact Resistant, . • . 6666 6666.. LABELING: Each unit shall•bear a permanent label with the manufacturV.%name or lbgb;city, sta . *00 model/series, and following statement: "Miami-Dade County Product Control moved",•un.an othefAs•6 . noted herein. :Go:*: 9 9969•99 RENEWAL of this NOA shall be considered after a renewal application h0been filed and there has,i*Vk• 6666.. no change in the applicable building code negatively affecting the performance*of91irs product. 9 TERMINATION of this NOA will occur after the expiration date or if there has been a m.%isin or cgange 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-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 this entire NOA shalt 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#140915.06 and consists of this page I and evidence pages E-1 and B-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.154512.10 WMAWDADECO n Expiration Date: September 22, !� 2020 �' ' Q j'� 1 Approval Date: August 06 2015 G+ Page 1 1 } CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw.(L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 7500 PVC 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. 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 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratorie,%.�Jst Report No. CTLA-3056 WB,dated 03103/15,signed and sealed by Rgnesh C:Pater,P.E....... 3, Test reports on: 1)Uniform Static Air Pressure Test,Loadin �'De'FBC•TA�. 02-94 FBC . 2)Large Missile Impact Test per ,T �j -94 " ' •••••• 3)Cyclic Wind Pressure Loading per FBC .W 203-9J•;• �.... along with marked-up drawings and installation diagram of;series 23%�ninum.•••• fixed window,to qualify DuPont"Butacite"PVB interlay4fmMaseal.0 and-Super.;..• Spacer®insulating glass spacer,prepared by Certified TeiC4iaratoride,Test Report.. No. CTLA 3056 WC,dated 04/16/15;signed and sealed by!mesh C.Patel,P.E.000 •• 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 2(g-94•• :'••'• •' 2)Uniform Static Air Pressure Test,Loadi!?g per FBGTAS 202-N•••; 3)Water Resistance Test,per FBC,TAS 202-94 •• 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.!ITL-0080-0101-10,dated 02/03/10,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) Manue!P P.E. Product Centro E miner NOA No. 0512.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014),dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 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. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. 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. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/•19/14,,•kj1fmg on 9999 05/21/16. ' ' 00.00 .. 0•. F. STATEMENTS 000000 • 1. Statement letter of conformance,complying with FBC-5th0EdWgn(2014} and of tom"••; financial interest,dated 08/26/14,issued by Al-Farooq Cordi'ation,sig�and sealed. '• •• ;•; 9999.' by Javad Ahmad,P.E. 000000 (Submitted under previous NOA No.14-(!915.06) 0999.. 0 0 0 '0' • 2. Laboratory compliance letter for Test Report No.HTL-0{*80 00*16-10y issued by 0 0 0000 Hurricane Test Laboratory,LLC,dated February 03,20100 sig d anc�seared by Vinu 0 .0 . 6669 :9006. J.Abraham,P.E. . 0 (Submitted under NOA No.10-0510.II) 00 0 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon,Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.063. issued to CGI Windows & Doors for their Series"Sentinel 110"Aluminum Single Hung Window-.L.M.I. approved on 02/05/15 and expiring on 09/22/20. Mandel P , .E. Product Controlxit finer NOA No.15- 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/8" 52 1/8" 52 i/8" �w FLANGE WIDTH In=YAM III=WIDTH 6 -1 b 477/1 47 7/187 47 7/16• Z lilt MILD. FII-uiFa FALSE MUNTINS DADA(FIX.LITE) (FALSE MUNTM DLO.(FIX.LITE) a 8"MAx 20 911ir>k>k )MA)L5 1/2"MAIL 2yWLB•*# �A ) S 1/2'MAX 20 9/X.18"## 1F"q r tiFAD/SILL A HFAD/SILI HFAD/SILL At HIAD/S4 t "FA°/50.1 Aa "FAD/S9L1 Q dE CORNERS 4 00J8NERS 6 CORNERS7 Y' D II 11 II II [I 11 II 11 . II II " tl II ----- ----- a u n u u n 9 u It %/// II \ -3 It II d u II u u S d u n n C A 11 � C1 11 II 11ly II yam' 4 ii ii m 8 ii ii 7 ii ii m :4 O >t n 47 7/18" 477/10' •N (ACE APPLIED) 47 7/18" • N' C.L.O.(vEn10 olo (vorr) oT�roNal ato.(vENI) 0 3`1 501/4' 80 I/4" 501/4" o N -g� VENT WIDTH VENT WIDTH VFW WIDTH iiFLeNGE & FLINGS AD TOR FRAME EQUAL LEG FRAME FIN FRA ! TYPICAL ELEVATbN SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I3 CHARTS SHOWN ON SHEET 2 ** o >a APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE ODM93NATKM CENTER ANCHOR REQUIRED WHEN OF S.H./SAH. OR SINGLE HUNG WDW, WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 9/16' APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULUONS B IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ••• •.: i i ••. • • .• o $- WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS• • .• • • i i i �s d • •• • • • • .•• • INSULATING LAM. GLASS TM PRODUCT SEEN IDIGNED AND TESTM C� VELOCITY •• ••i •i s• i i •.• LARGE MISSILE IMPACTREQU1100fTS OFTHE FLORIDAAA G CODE INCLUDING <m HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT WOOD MW BY OTHERS, MUST BE ANCHOM PROPERLY TO TRANSFER 2 LOADS TO THE STRICTURE. • ... . • ON"4WDcame FRQaxtt rRsvTSBo • AN12i0R3 SHALL BE As LISTED,SPACED AS MOWN ON DETAILS.ANCHORS • • • . • • . • • IAA 7 U a+�P1008"MOM Fkft EMBEDMENT TO BASE MAYERIAI.SHALL BE MOND WALL ORE5SING OR SR1CCo.• • • • • • • • CA ,Ib 1 NOTPRT OR IS APP CONCIS NOT SHOWN IN THESE DETAILS ARE •. ••• • JU 2A15 NOT PARI'OF 1F16 APPROVAL. 000 • •.• • • • • A LOAD DURATION INCREASE IS USED IN DEMON OF ANCHORS INTO WOOD ONLY. Dada dlrowtng rlo MATERIALS INCLUDING BUT NOT R RISSITED IL STMETERIAL L SCREWS,THAT • • • ••• • s 11118@1' O1 9 COME INTO CONTACT WITH OTHER D6SNMIM MATERIALS SHAD.MEET THE ••• • REQUIREMENTS OF THE FLORIDA SUIDINO CODE • • NWIAL UTO Vnwoas uA1 tares 1l840m �V REM raw CAPACM-FOP =MON taw CAPACM-PBP nods mmL I IwQ Dlm8. OU88 TYPES leen'at—TYPES WOF RAM Dnffi. BUM Ulm BA2.TOP UTZ Q ASti TIM•A'AfAI'GUN TIM 7f&711• p o m immix 9A0B1 mmu EXG(+} tpl -) W.(+) 1KL() WOM NEW a®Bt BERW •K DBL ml+) I +m1:(-) P%+) 1BL(-) .z p� is-iprto-t/e• X0 7&0 WA 8U 63-1/e- TE• Di-,/s- 71r 36-1/a 7" iso a" Bao � 26-1/r Zs-t/2' 7" 7" smo ma ss' 78• 401• 78• 30-1/4' 78L M a" SLO 3r Zr 38• W 7" 7Ao 80.0 sm 26-1/r 28-1/r 70-5/B• 7U 7W s0.0 Z 4e 46• 7" Xo BOA 86.0 1 31• 30• 83-5/6' 70.o 7&0 80.0 ssA a 03-1/s• a-1/B• 7s0 78.0 a" sao 33• W 32' 64" so• 70A 7" ou = 18-1/s• 16-t/s' 78.0 78A =a a" 37' .w• 03-1/r Mo 78A a" 68.0 26-1/2• 25-1/r 7U 7B0 WA 6&0 4r 4r 48-1/4 75D 780 SA 8" / 3r 36-3/6" 3r 37-3/8' 750 no sao 60.0 g r 4• 48• 750 78.11 60.0 no 83-1/6• 52-1/0' 78A 78.0 s0A me kMiH Q is-1/8' 16-1/6• 78A 750 WA am 26-t/2• 28-1/r 78.0 7" a" a" 3r 80-8/6' 3s• 49-8/6• X0 78.0 8" no 49• 46• 78.0 78A BOA BSA L 53-t/ir 82-1/6• MO 7" BOA 830 19-1/s' 16-1/6' 78.0 78A 80.0 830 78.0 BOA 0&00 •O _ 3r Sr 36• W 76A 76A an 884 = o aF 4r 48• 78A 78.0 a" eao � ai 63-1/8• 82-1/B' 78A 78A 9" 830 19-1/8• 1(t-t(8' 750 7&0 80A SU 28-1/r 25 i/r 78A 78A 80.0 86A sr 78• 3s• 76• 750 750 WA a" 4r 46• 7SA 7" Bao tmA UNEQUAL LRFS (ORIF[ TYPE] 8 ti3-1/6' &2-,/6• 7sA 750 80A e6A y 19-11r 18-1/8• 7sA 750 sa0 Wo 28-1/r 28-1/z• mo �, 78.0 70.0 80.0 04 4B-;/2• ,/2• 7EA 730 6o" &p n•,TP. tNCK[Ed13 n-7TP. 3 zG! _oy� WON FLANGE FRAME L� z FLAME OW '/. am DW i EOUAI LEG FL Lj RAIAE R 9�9 •• ••• tt1K EQUAL UTES i • • • • ••• 9• - •• ••• • o tt A • ••• • 8 K gtLS �ammwPRODIH•f ltBYt88p • • • • • • PIA. •• .92 ylls Wm do ploft }] � i • • • • • 70 °A • •• • • • • •• • • NOTE: •• • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • ••• t4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAMEA leis drawing no. AND FLORIDA BUILDING COMMISSION FL4M MAS W10-03 DECLARATORY STATEMENT DCA05—DEC-219 ••• : : • • ••• • • Sheet of 9 • • • • • ••• • • • 1/6•ANN.GLASS 1/e'FEAT STRENb GLASS Sam PET core Sotlsx op tAth F'Er,core o BFr'Eush mn Chw t W co.• BY'Eastman Owntoat co.4W Interlow *W MdW ' 8c And color aeras Sdwx �Color G Hir•Entmon cnamtcot Co. Br'Eaotri m Che t al co.' OR By OR - 'mar OR 01 mo- `nr• a ' $ nKvareyreP9 renDy•KamB 'KAm 11 1 1 1/a•ANN.GLASS [±+ 1/a`NEAT STREN-0 GLASS 4 t i tt1GE 1200/-Dow cmmm 699 ' Mi DOW 1 999 DON Calem 99S DOW CORNM 999 Es I �o o W AWIDER4Tf 38'�LtTel Ea tµ 4THiAN ON Sr �� GLASS TYPE 'A• GLASS TYPE 'H' O 9/tli•OVERALL LAY.CLASS 9/141"OVERALL LAM.GLASS y p (L.M.I & S.M.I.) all 1/6•ANN.CIASS 1/0-HEAT SITMOD GLASS � �M 079•Anted= ATS"LQ NNN$t9 Soft cF Nott PET core Softex CP H�Er Coro 'Eastman Ctwniad Co.' Vesbnan Chemical Co.• z ^ S— S c{C Md Color Gime 'SAnd Color Gkms u Eaetmmn Chemtcai Co• OR•Eastman Qtisrrdcai Co v 1/$AIR SPACE u" OR Interlayer 1/4•AIR SPACE 080• ray 1/a•ANN.GLASS ��•Inc.'OR By Ina.•OR o KKwOoreyl But che PVB 1/6•NEAT S1REWD ClASS KKWuM Butacito PVB c By'Kuramy America Inc.* 9y'Kuraroy America Ino.' 1/E•ANN.GLASS 1/b'HFAT STREN•D GLASS a Slit ONE I a GE 1200 GE 1200 DOW CORKING 999 .• •..i . . �IIVf Gni 999 M1 DON coNNwG 895 • i� •Y • 'DDW GXIG 995 $•g�o a •• a KL CER EDGE SPAi. •t^ • • XL EDGE SPACER 2 STEEL.BY'CARDINAL' •• ••• •• •OR ST. WEEL 6Y•CARDDIAL' <m v 04 c DUPASEAL 9Y'01101" c DIAtASFAL BY'QUAKER' E9 SPACER BY'QW4W a SOR �iPEll SPACER BY'QLAKEX' •, • ••• krgr: PRODUCT tt91+IS3D N4 AT 1/4 POIQS ALL SIZES 0 • • •i• A;f/�Prft•ALL SZEs cGA �aaaz as Y1oBMW are Flodda g •• • • ••• t sadwscode • • • gcxH�Ieece No GLASS TYPE 'At' ••i 0• • • • ion Dale I�9'1D 0.70'OVERALL DSUL.LAM.GLASS (Lm.1 ONLY) �•b�covEPAtI � 2015 drawing Aro. W10-03 Ii ORDER TO GUAM FON SMALL L MISSILE WACT RATING ••• • • • • •.• • • street 3 of 9 EXTERIOR PLY OF GLASS TYPE*Al*&'Bt•MUST BE TEMIPEIM i i • • • • • • • • • • • • • •• •• • • • •• •• SEE El , MEAL FLANGE & FLANGE ADAPTOR FRAME �V..V I FY FOR SPAM _. Bm - ••.v •.K� a SIT3ICAIRE ta DIST:'• - TYPICAL A!lRSO FOi SPACING 1I NUT&WIDE COUNIY APED 11 • 1 MUUmN&Mullm ANCHORS i 1 .•'t EDGE DISE. W. � �I SEE SEPARATE NOA � 1!mom=DIST. e Ma SS TYPICAL mx2� TYPICAL ANCHORS dl iZ �E SPA FOSEE R G FOR sPAal� me 2 3/S'10L c p - -y WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM \ AND TRANSFER THEM TO THE BUILDING STRUCTURE. SWEEP � 2 3/Ir MK TYPICAL ANCHORS: SEE m FOR sPA m OPTION&t 1= 1/47 DIA. TAPCON BY 'ITW' (Fw12o xm Fy-9 xm) §tet AT SILL ` `\ ],/a" DIA. U[SRACOM BY 'ELCO' (fw177 NSL Fjb136 ROD) �Til INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a © Ea -----�\• 1-1/2" MIN. PENETRATION INTO WOOD .� W4 ` THRU iBY BUCKS INTO CONC. OR MASONRY hE4 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY P4 DEPTH SHALL BE 2W. THE USE OF W ! Z DIRECTLY INTO CONC. OR MASON DEEPER OR BEVELED WOODBUCKS IS RY z t PERMITTED. 1-1/4 MIN. EMBED INTO CONC. OR MASONRY 81 J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o I INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (8083-T5 MIN.) (STEEL.IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t #14 SMS OR SELF DRILLING SCREWS (GRADE 2 C" INTOMIAMI-DARE COUNTY APPRDVED MULLIONS (MIN. THK. _ .090' gap p (NO SHIM SPACE) 54 ' t TYPICAL EDGE 6ISTANCE S t i ••• ••IitiO.CONCREW ANDF�i Ip O �• 2" MIN. IITO.WOBO 6�TRp1�1�C�TAD LI •• •I�•djAL."i-iii—*14* MIN.tee. �>$$ ••• ••�Q"HEAD►IU:OR•:WM%0- 0.89 MOL <o 0 CONCRETE AT HEAD.SILL OR JAMBS f'a=3000 PSI MIN. C-80 HW.LDW/FILLED BLOCK AT JAMBS I'm- 2000 PSI MIN. o t b •b <• • • • F—' A PRODUCfRRVISID d. • CN*E.• as�laYhBwlRt@ro@IX OEFimrlda v 3 EDGE DIST.' • , •.'. ..••a:. 1 I ELEV A�Ciaod �ftdldrawing no. . '•• TYPICAL ANONORS FOR SPAM fl 201`.1 ' SEE El". W 10-03 tCK F�SPACIRi ••• • • • • • • • sheet 4 of 4P000 SUCK • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,/4 1fA7f IN W„ ,/a•,,,,� FLANGE & FLANGE ADAPTOR FRAME �V.V 3H01 Saa o od t TYP AANCHORS0 ' TYPm ANCHORS ss ss Sm a Sm aEv. FOR SPAM FOR SPACING, q.o FLANGE ADAPTOR FRAME P um 1 1/4' SIRIIL1UPE � o lwr EXTERIOR s wow SUM al ate. O t/a•iWf. am WKYrH SHIM SltlA19 W v rMOAL ANCHORS O TYPICAL ANCHORS SEE ELIV. p pc FOR SPACM e•c' FOUR SPPAACM y 4v o — WOOD (!p E2 w U. F=:�=It 1n :, WOOD BW9f3 0 •'�; I L MWS-OADE COUNTY oil WROM MULLION do t/Y O R Sm SWARA'm NOA gill RM WIDTH BUCK woo •• foe INT ON Q AILS SHOWN ON PAGES 4 i i • �NN4 5i�'L TO BOTH FLANGE FRAME AND • "GE•ADAPTOR FRAMES. r=i� ' �' • • •• • • • •• g<mb 1 i b r + _ 1M/AD 1ntC+D11CT R vwm aZ • • • i i re• n�IS 0 l7.lD • • •• • • • •• • • in DMo .9 1 -� 1 •• i• ••t ••• •• ••• By droMrirq� na J 2U15 W10-03 /ta x I'FH.sMs. ••• • • • • • • • shy 5 o • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 mm ,BY FSR S TtVM SIX "."""°'� Mann EQUAL LEG FRAME �+4.V • .•: rflnM ANCHORS r--^--------___--7 ELIX '"`•°°• a',:4•. d•-','.4. v `�.E06F°.Db7.•• �WAC= A&REA qy7, Tt' Qy ,v•_ •° �� EDGE W. ttL-------- 'I' --------i Et 01 TYP)CAI.ANCHORS TY E&ANf gggg M2S5 TOW&ANCHORS SIX �SPACM 8 d $ SEE ELEtl WA16-DME COUMY EOR!ACNE APPROVED MULUON mgr , &14AJ ION ANCHM/4"MAK• BUCK VAM BUCK WIDTH S SEPARATE&SMC yam SHMS oN 1 1/4'0. SIAEP LOOK OPIKWL TO Pb t E LOCK -v W t — Q� a SILL8 © 6 - 0 /t4 Xt"FH.SMS. z z� Fb ' EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY + INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK ° t 23 OL % �M Ing kC i 2 3/B"MIN • *i `••i • .•.°•;t• $ ° TYPICAL Y9. • .. .'� •R'qi• • :• •,}„ • •• 'i 'i•' •'•`• • • FOR SPAC&IO C <m o E2 ♦♦♦♦' • ••• • • �ijl FtiC�UCT'lt1iV .. as cuntp17b8 T ---__ i i i • • • • ou PE • ngitdinBCod° d g WHEN USED THE MIN. WOOD BUCK •• • • •• • • • • • • A ° gX. DEPTH SHAD. BE 2W.THE USE OF •• • 000 • • EDc °^ ,I. iYMCAI AN�NORS k DEEPER OR BEVELED V�DBUO(S IS 100--g— n7�; SEE C". 9,ey EOR 2015 w10 ' WOOD BUCK 0:0 • • • • • • • • . .. .. . . . .. .. ... . . . ... . . ""E a FIN FRAME (to9d. RA W OtIS.0lfl.Y ' � o W.OR Rif Flf�kiES NOT BY CGI Z $ iiDtlSE YIRAP TYPICAL ANCHORS: sm Env.FOR SPACING NOT BY 001 spa suis (GRACE z CRS) Et INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0`a 1-1/2• MIN. PErffETRATION INTO WOOD BACKM CAulXM 92 � ss � 3 0 SWEEP t= OPTOK TO .3 Eg EGRESS LOCK w AT SILL v WOOD err t/4'wx DUCK 1/4•VAX NOT y � ® Ey GAP GAP o11 a+ i t/4'SOL 1/8'WL C E4 Q wcxow CAULKNO ty O Ll a 3 © ' C ss .. .. .. i NOOSE WRAP EB NOT BY Cd ED <m� i tBACKSEG OMAXMo Q • PRODUCTREVISED • ••• • • aswmplglagwdAdaFlorida • . • • • . . • • • . . • 006 Nouse WRAP •• • • •• • • • • • �5�0$ .10 Nar BY CG • •• • • • I. t t/2' •• • •.• • •• • •t � MByI•nt P�oduot' dmtrtng no. 1 TYPICAL ABRs L ?015 W1 0-03 SEE EM. ••• • FOR SPAM • • • • • • • eha•t of 9 • • • • • • • • • • • •• •• • • • •• •• T.= PART iF QUAMM DESCMPTM MATERIAL MAM./8UPPLIER/RBMAMM �J`( E1 CM-160 1 FRAME HEAD 808.1-T8 - L da E2 CGI-101 1 FRAME SILL. 8083-76 - ; E3 CW-102 2 FRAME JAMB 6063-75 Z E4 CO-103 1 MEETING RAI. 80113-78 - EB 00I-184 1 LACK RAIL 6063-T8 - E8 CM-105 1 WUIDLE RAIL 8063-T8 - h Q CTR-108 2 SASH RAIL 6083-T6 - r ES OM-x,07 AS REM 8/16.CLAM BEAD 6083-76 - far ED CGI-,o8 AS REM 0.700"GLAZM BEAD 6083-TS 0 E, 061-108 AS REM. FRONT FLANGE ADAPTOR 6063-T6 - (� Ell CCL-110 AS Rl NAB.FW ADAPTOR 8083-75 - Q gg E12 CGI-135 1 RANGE FRAME HEAD 8083-T8 - E13 Cd-138 2 FLAW FRAME 4W8083-T8 - a�7 E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-805 OPRDNAL SCREEN FRAME 6083-T8 - b g M1 Cd-362V AS RIM GLAZING WW WAS M(WMOMETFR 79--80 A) WCJu Ls3� M2 CW-111 OM04LL. SCREW COVER PNC PROTOTYPE OR EWTN. M3 09I-112 AS REWX EQUAL LEO COVER/SMK 3'LANG AT ANCHOR LACAMORS M4 - 2/LRE SEI IM OLDCM EPWN OUROMETER 6038 SHM A MS SUPER BOOST 2/MOR. SPBLIL BALANCE - tLRi OR tZXA1l � MID - 2/WOFI. LBACK/TAMLE BALANCE - 951 OR EQW. L/1 MIT W232DING AS REM. PILE WITH CENTER FIN WOW. ULTRAFAB OR EQ1AV. O M12 CGI-,24 1/WOW. EURES4 LOW ALUAL SULLIVAIN U13 CGI-131 2/WOW. HANDLE RAI.END CAP NYLON M&M H j M14 E26018WN - D&R8-T SLOT PVC ULTRAFAB OR MUM. MIS CW-133 4/WOR. SASH VJM99IRAL.BALANCE) NYLON MW NM MIS CW-130 2/WDF. SASH TOP WRDE(SPBW.MANCE) NYLON M&M r� U17 30401-32 1/WOE. CAM LOCK 26QC TRUTH OR E". O 3 M16 COI-132 2/WDW. SASH sw.2"LONG PVC PROTOTYPE OR FAUN. z Z $^ M20 CW-128 2/RDW. SASH CAM(B/T BALANCE) NYLON M&M g v M21 - 2/WOW. Olt(!MANCE TRIS OUT CLP - BSI OR EwN. I O M22 146-6 2/WIW. WEEP COVER NYLON AMESBURY WN EQUN M2s Cf8-134 - SILL SPACER PVC PROTOTYPE OR MUM. #�4 S2 - 2 OR 3/CORNER f 10 X 1 1/4!*L3.PHL PH.SMS. ST/ST,ASSF7,iR.Y$CREW - - S4 - 4 RDW. 8 X 1 PH.shm Sr/srBM30NCE BRACKET smm S9 _ WOW. 8 X 1"L&FH.SMS. SY .MRAL B.ASSEM13LY _ 2/LOCK 6 X 11r L0.FH.SLS.0 CGI-133 &CAM LACK R B ••• •i i•i i i i•i •�• �� •. .•. •• . • . •• 6100 O ewb PRODUCI'RBVISM 0 ..• • • NL e8�yh%w8A6WFbdb '1.. • • • • • • • IIA�E DWLdWa CodeAmptm K0 C • • • • 7338 Ju 15 BY 6Prodad draWktg fro. W 9 0--03 • • • . . . . slreel &of 9 too 0 . . . . . . . . . . . .. .. . . . .. .. z 6� 2805 .055 � a z X45 Al, ,243 et, 1 SB0 .745 TV .748 rip. 1.015 1.018 1.398 © FLANGE FRAME HEAD Ef FLUSH FRAME HEAD t NAIL FIN ADAPTER C n 1.883 I.SB3 1.007 4 .743 i .OSS .085 Typ. Typ' ra-�: 2.113 73 3.178 1175 '• 1.018 3 VENT TOP CORNER 1.429 1.429 1220 1.000 F-m800 E4 MEETING RAIL 2.805 FRAME TOP CORNER is� 1a FLANGE FRAME SILL U FLUSH FRAME SILL r jv g .900 t«Wl 1.�1 L7BB 088 c �M Z Z� FIYP. .089 085 �8-1 7,�@{ . TV' 1.018 " 2.440 2.440 {{ Z o �, LOCK RAIL I i 1.015 1.015 FRAME SoTTOM CORNER VENT BOTTOM CORNER O .746 .748 2.198 2.8448 2.,48 :a ® FLANGE FRAME JAMB Uo FLUSH FRAME JAMB 1.892 r3 .490 .120 1.043 .NSP. I $ @ .705 .050�' .705 '�T_. 1.015 • • •I• • • ai M •• • • • rd ;t'a �4 .894 O HAND RAIL ••• •• ••t • ••• •• $ • • •• o a m u O 5,18"t;LAZING BEAD O .700"GLAZING BEAD t.�s • •• • • PRODUCTREvISED g -=.:.o .48o • • • • • • • Tv ffi 71uewidida .180 j • •-" • • ••• • • • Building Code FS .21 i-J • 0,1• ••i ••• MxoptmweiS 6YL.j0 .O50 .080 1.028 068 1.018 .680 050 tats By QtS W10-03 Q FLUSH FRAME COVER CJ SCREW COVER O SASH PAL � FLANGE ADAPTOR ••• i � � • • i i sheet 9 of 9 • • • • • • • • • • 000 0 • • ••• • • MIAMI•DAQE MIAMI—DADE COUNTY,FLORIDA s® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Str=4 Room 208 BOARD AND CODE ADMINISTRATION DDIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.mfamidade.gov/rconomv CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: .... This NOA is being issued under the applicable rules and regulations governiny�he use,eflnstructk"a materials. The documentation submitted has been reviewed and accepted by#!iami--Dade•county REl� Product Control Section to be used in Miami—Dade County and other areas v0lid*%Iowed by the Authmity- Having Jurisdiction(AHJ). ...... This NOA shall not be valid after the expiration date stated below. The•Iv1il;& Dado leaty Praduct• Control Section(In Miami Dade County)and/or the AHJ(in areas other tha4 jnahi Dad oboe pty)red*Owe • the right to have this product or material tested for quality assurance purposge.LPthis pig4;t,or maitgugc. fails to perform in the accepted manner,the manufacturer will incur the expe*ewotsuch testing and the AIV may immediately revoke, modify, or suspend the use of such product or mitenal 4ithin theia�urisdicti®a:. RER reserves the right to revoke this acceptance,if it is determined by MiamtDgde.Counly ro uct Control- Section that this product or material fails to meet the requirements of the appli&ble buildigg e0dg. • This product is approved as described herein, and has been designed to comply with the Tlorffla 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.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" dated 04/10/15, 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 LIMITATIONS: Glass lites wider than 36-inch shall have two setting blocks and anti--Lift devises per FBC requirements. 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 be cause 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 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 No. 14-0915.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.05 t+aEE COUNTY Expiration Date: September 22,2020 Approval Date: August 20,2015 fie/0115 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Slidiiag•Wdw. {L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with i;;isi®n"E";d'al8d 08/17471! prepared by Al Farooq Corporation,signed and sealed by Jaygi.Ahmaa. .t. ••••;• .60.00 0 6666.. B. TESTS •••• •••• • 1. Test reports on: 1) Uniform Static Air Pressure Test,Loa. Der FBC *AS 202*34". 2) Large Missile Impact Test,per FBC,TA§A' A1-A4•;0�6; 3) Cyclic Wind Pressure Loading,per FBG,.TAS 203-94 .• along with marked-up drawings and installation diagranrof a series, 0Q•PVC-fixee1• window,to qualify DuPont"Butacite"PVB interlayer,Mras'ai®antl Suer Sp4QU?. insulating glass spacer, prepared by Certified Test Laboratories, zle Pporl No.* CTLA-3056 WA,dated 03/03/15,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 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, DurasealO 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. 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 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(O 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. 4. 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 20244 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. HT1,0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-051032) Mauue Pe .E. Product Controlxa er NOA No.l 12.05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA 1Ver 44 0915.07) 2. Glazing complies with ASTM E1300-09 •••• •••••• . . ...... .. . ...... D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic R esvurees(RER).. .... .... . . E. MATERIAL CERTIFICATIONS �' "' "..."' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray,QmOca,Iris.for their o "SentryGlasg(Clear and White)Glass Interlayers"datedbd/25/1Sj�xpuing an..:. 07/04/18. • 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chelhical�1417,any(MA) • for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19114,expiring on 12/11/18. 3. 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, complying with FBC 511 Edition (2014) and of no financial interest, dated 05/29/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 2. 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. 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. r 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, 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. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window- L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuelort . Product Co�itrol-E , t r NOA No.I" 05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-2 . . ... . . . ... •. .. . . . .. .. . . . . . • . . . . • t t 20 • • • ••yam, • • ••3'Gu U TItJHS SlV 1Do^ov'09 9a�8 1�Rlo 1i 3Hl I S�N31t3l 3M)o V IdI km ANSA 8L—OLM i m MID HLIM lOVANOO oiNl 3WOO 1VH1•sAt3das lVA3w o1 o3Llwn LON Ane aNtarcmm slVu131.Vw .9/r 9r •°" BuNeap Sloif y •AItW aooM ojm SHOHONV io'moma NI a35n SI 35VM3M NOUVWta OVM V wo-ra 'ado-ra d0 $ • ••• • 1y1.1• • •• -WAOHcWV SOL�JWd ION i i 0• • `�3MV 1tl�t�SSNONI ON OWMM aVM SO OMOHONV SNO0001 3W.4 z �I1i • • •=nw 00 ONISMO TMX 4NOA35 36 I'1VHS•MU31VM 3SV9 01 MM03WO .gyp • • • • S2�OHOIJV�7R[3a NO NNOHS&V 43OVdS'03MI SV 39 TMS StWHONV OV"Optyp�+3 • • • • ••• • •3tlnLmu 3HL at SaVn 9 ° MdWfS1 OL klN3c=d 03HOWW 39 ASPM%N3HLO A9 SXDM a00A1 ¢ ii JIDYCIM S'IISSIn TIMS UMH)3NO2 3NVMWH a J.3vdwI S`IISSII� W) • • AU9013A�IH 13�at ON10"M V08101i 3H1.40 SAN t03a If 11 $Y Q m • • •3Hi H1tM i in 0NV a3NO1530 N339 sm mrmw SIHL =_ - ___ ------- VN - L----- p P$P ° SS@•I9 -3m J11LLV'IIl M ••• • • . -=-Ir----- �^_ a. SSYIi) QS,LVNII i i i • •• • • VGLSAS 32II1N3 OIL AlddV-na If •• • • •N ^+�M V% NIM NO2Li 38nSS321d NO�S3a nwri $$ r$ W33M130 NI SNOninW 03AouadV ALNn00 Sava-wm own SM00NIA1 03A021ddV A Nr=30VO-IMM 23"10 Hm ONn'ION IViNozwm 210 wttt'H d0 H VNIBNWJ 30LS A8 301S t10 S11Nn 3lON� Ol S3nddV 1VA021ddV / is t +d •£A33HS NO NMOHS SlH%O If i O.?OZItad SV 30 01 SAtoaNVA 3MHi HOA SONWH aVOI NO= SUB • 5 •pOglS 8 w 9 zd 0 aHStA9910ltQ02ht 091 TIMM Sam N TOS/OM q S34LS Y)1P1 TOS/GM }�• O fc .91/g rt 'XVN.9 •z•7/tt6 in pt cz7 HLarAL N NaKvaa Owl llyll0a HWVM HoldyffHO •�I'c ro7 z 133M aw(•)310N 339 9/r 9r z Aim NO(•)31ON 339 Hl 9r O TWOM 1V •O,W TO YAW'Ta T16/aViH AV *ado-ra ">�•ro N 93415'OU9 8 SHOH�IOOYV .6/L zr .9/L zr (a 3:prATO �YS1Yf�8 s31n SAV/l •g/L zr .9/4 zr 3M.4 } 9tFM-M 3m 1 1 ) S S � p 8 � II 0 8 9J O LA-1 II y 1! II 0OWW1I .. ll_____ Iern ,$e71,j �1�j --_.�.�--:.z_ --=—=-11"_____ O Os All N -- ---- 9 •` � it i 11 L3 i �� i II --- 3 D If a ii u a � .S 6i �W •9 9 d $ Z I4s/aV3H S31aS'otw Tus/aV3H Tl�/OV3H u9'O1N Ta5/am xvw xVrt.9t xm wm 7m At � P .9/9 9z .z/t 9 NO 9z •9 HIM)rtn9 Him 3ONV'W $ .Ott .ttt DESIGN LOAD CAPACffY-PSF DESIGN LOAD CAPACFfY-PSF DESIGN LOAD CAPACITY - PSP' (10 OR OX SMS) (KOX MM) (X0%SEM) FLANGE DINS. BUCK DnM JUM T1419 le&'A1'I OURS TIM'B'&'81' FLANGE DINS. BIICK DDOT. OU88 TIM'kdiAt' OMBS TDM'9`&*Br ELANDS pnis I BUCK ow. tlAmS8 E4'Y&AI' CLASS MW'8'&'Be a woM NEOIO' W=H HEMHT I Exf.(+) MT.(-) W(+)I Wt4-) w8)TB I mw wCaTTH 1•m1rt Exrj+) aOGH ar+) W.(-) wm Heave I wom mow Exr.(+) Gift-) Exr.(+) wr.<-) Z � zs-1/2^ 25-1/2• 8SA !•.0 80A 90A 74• 73• 80A a.0 a.0 90A 74- 7r 08.0 88.0 1�.0 90.0 37• 36' 88.0 65.0 80A 90.0 108-1/4• 28• 108-IIC 28• 830 65A 80.0 90.0 108-1/4' 28• 108-1/4• 28• 65.0 88.0 80.0 90.0 d 83-1/87 �• 82-1/8• �• eSA 65.0 80.0 90A 111" 110• 86.0 65.0 89.0 90A 11r 110• 85.0 89A wo 90.o �8 74 73' O3o 65A 8DA 90A 74' 7r 88.0 65.0 80.0 904 74• 73' OSA BBA 80.0 90.0 26-1/2• 125-1/2' 85.0 85A 80.0 90.0 108-//4. 38-3/8' 105-1/4' 37-3/8' MA 65A 80.0 90A 108-1/4' 36-3/8• 106-1/4^ 37-3/e' BSA B5A smo 90.0 � 37' 38-3/8' 3r 37-3/8• ' smo "A 111" 110" 63.0 630 89.0 50.0 111' 110• 85A BBA 10.0 9Q.0 � � 53-1/8' 52-1/8• BSA 65A 80.0 5. 7$ 7r 830 630 80.0 90.o 74• 80-s/6• 73• a9-s BSA 630 80.0 90.0 }� 74' 73' 86.0 85A 804 9oA 108-1/4. 30-5/8• 105-1/4' 49-5/8' 85.0 86.0 80.o 90A 74' Sr 73' 8Y WA B5A 8.0 wo vy 9 28-1/2• 25-1/Y 6" 65A 89.0 90A 111• Ila" 630 610 80.o W.0 37' . 36' 4e_5�. B50 850 894 80A 74' 71 650 884 800 ADA -at � 53-1/8• 52-1/8• 68.0 830 W.0 W.0 106-1/4• 83' 105-1/4^ Or 81.6 61.6 78.2 782 74 7r 630 65.0 80.0 904 117• 110• 6U.0 BOA 78.4 78.4 26-1/Y 25-1/Y 610 65.0 830 90.0 108-1/4• 6, 105-1/a• 62" - - 89A 90A d 3Y e„ 38' sr 6sA OSA 89.0 9&0 111• 110• 90.0 s3-1/8• 52-1/8• 0.SA OSA WA wo 74' 73• B02 �2 74.3 74.3 - - 74' 83' 7r 8Y 8" 994 ti 'kADDL ANCHORS REQUIRED AT CENTER OF UTES AND MFG.STILE END& (1/2W) (1/2W) <V3� (1/3+0 (1/314 U/ ) (1/2A+) (1/40) a a C4 gza! OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATM VENTS TO BE 1/4 OF THE WINDOW WIDTH g SI 'XO OR OX' 'XOX' 'XOX' g o l �St )r IVP. BUCK am 14'TVP. BUCK DIMS BUCK OBIS OUR PRODUCT DHVISBD aeoompWmwi*QwF ids FLANGE FRAME FAtw I Fr. CReuE • • CO& SQ.2 FLMWE DIMS FLAN • • • • J�ZO o-.e n • •• • • �•'-a'e'1a' FLANGE & FLANGE ADAPTOR FRAME ID5EQUAG LEG FRAC.'. .'. Erb AFdAD as PE/78892 1 SM. MTG. RAIL: H.D. MTG. RAIL: •• • • •• • • • •• • • CAA d t $ LIMIT MAX. LOAD TO 165.0 PSF LIMIT MAX. LOAD TO 0 PSFN47aw; i• ••i ••• ••i ••• GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing m. AND FLORIDA BUILDING COMMISSION 5 W10-'18 DECLARM1IDRw STATBMEMT oCAooSt IDE�219• • • • • • • • • 9FIe6t 2 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BE=LOAD CAPACRY-PSR DMON LOAD CAPACITY- PSF DSSIGK LOAD CAPACITY-PSR In OR O%SM) (KO%SDDLR) (XDK SIM) BUCK DINS. MM TFM'IP&At' MM TI8&9'8'&'Br BUCK DDDL I MMAMSS P88'A'&'Ar OLOB TIOU'B'&'BI' BUCK Bri OG89 TrPlB A'&A1'I OIASB TYPBB'B'&$1' wmr11 I Hama EKrj+) -.(-) Ex 0) W-(-) - I- I aad+) OD'd-) acr.(+) W.(-) WIDI HWHT EKr.(+)I Bar.(-) EKr.(+) Kr4-) Z 3 75-1/2• $$A 45A 80.0 80.0 73- 99.0 85.0 80A 80.0 73" 85.0 95A BOA 80.0 Q�r 38• 85.0 85.0 80.0 80.0 105-1/a° 23• &S.0 85.0 80.0 80.0 105-1/4' 25' 65.0 85A 80.0 80A 52-1/8' 2b" 65A 85.0 WA Boa 110" 85.0 65A 80.0 80.0 110" 65.0 GSA WA 80A 73' 85.0 65A 80.0 LAA 73" 85.0 65.0 80.0 SOA 73" 85A 65.0 a" a" a 25-1/2" 85A 65A 80.0 80.0 105-1/a' 37-W 65A $5.0 80.0 a" 105-1/4" 37-3/9" 65.0 65.0 80.0 80A Y' 36r 37_3/8, WA 65A 80.0 80.0 liar 65.0 65.0 80.0 s.0 110" 65.0 95.0 80A 80.0 O k n 52-1/8r 8SA 85.0 80A 80.0 73" 65A 85.0 80A 8DA 73' 49-5/8" BSA 68.0 73• 83.0 Sao 80.0 80.0 105-1/4" 49-5/8' G.0 85A 80A 80.0 73" 62" 1 65.0 I 95A I80.0 8DA 25-1/2" r6m 55.0 80A a.0 110" G.0 65.0 80A 80A flit 39r a" 80A 80.0 73r 8550 65.0 SOA 80A 46_5/g• sa-1/B• Bao 80A eao tas-1/a• s2" 61.6 61.8 a.o 7Y WA 80.0 80.0 tfor 80.0 60A a" a" 25-1/2" 65.0 80.0 80.0 36' SS.O 80A BOA 52-1/8" 62 65.0 BoA mo 7Y 60.2 80.0 80A �g I 0/211) (1/21 (1/ (1/3 (1/3� (1/4 (1/ (1/'{� g Q 'rj a a N 1 �gFj OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATWG VENTS TO DE 1/3 OF THE WINDOW WIDTH OPE1tATWG VENTS TO BE 1/4 OF THE WIDOW WIDTH d 3 Zza! NO OR We 'XOX' 'XOX' §3 0_ 0 BUCK mms FIN FRAME 01911$$ •• ••• • • • • • •• • • • • • • • • • m d g PRODIK� • •• • • • •• Bwmhm -- 5 j2.C)S FIN FRAMEnA.PE IMI CrAL STM. MTG, RAIL: H.D. MTG. RAIL: • • i i • ••• i i 3S3B LIMIT MAX. LOAD TO 165.0 PSF UMIT MAX. LOAD TO 180.0 PSF GW••CAPACRIES ON�tilSHEET AIZ?• ••• g E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Q drowlrtg no. AND FLORIDA BUILDING COMMISSION ��_ 8 DECLAitiAWft STATF�dW WAQ�E�-219• • • • • • • • • sheet 3 of 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8•ANN.GLASS 1/8•HEAT STREWO GLASS ,078• Karl AW IMerloyer Ballet CP C PET Gore SoRex CP With PEr Cas &'Footman Ctamtcal CO. Br'Eaatmon Chemical Co.' �t z 3 $0laxChAd Coa Go .S0ma J Com Glass By tcst11ta1 Chantal Co: By'Eritrean Chemical Co. By'K y SaltAmor GROR was By'm Se Amartco.Ina' .Ina.' OR OR =•inteAOya .090•Intodampr h Kaaray ButaeRe PNB Kuraay&ItacRa PNB i1 By'Kaaoy Mnerka.Inc.' BY'Kuroroy America.Inc. p ' 1/8•ANN.GLASS 1/8•HFAT STREWO CLASS O SILICONE SILICONE $ GE 1200 m GE/200 DOW CORNING 899 DOPY CORNING 699 4, ��Iqq Yt DOW CORNING 998 \ III 0017 CORNING 995 Lq a a o mo ES Ell AT 1/4 PANTS ON WES I17 AT ER POINTS ON UTES N M7 WIOER TWIN 36• WIDER THAN 38• GLASS TYPE 'A GLOSS TYPE 'H' 5/16'NOMINAL IAM.GLASS 5/16'NOMINAL LAM.GLASS n� 1/V ANIL GLASS 1/8•HFAT STRENb CLASS p M 075• aETCare .075• Sollex SaRex Clo8$, PET Oore Z 2 a! R'Ecaln.Chemical Co.' By'Eastman Chemical Co.- OOR _... 090'Iedaloller 090"Intertoyer 50 Sa0ex Gee Aid Color Glass Saw=And Color Glass U•-� By'Eaetmoon Crho"kal Co.' ftTmAmaaan chemteal Co:OR 09 0 1/4•AIR SPAM Karaay SSe n yMcs 1/4'AIR SPACE KunagrwSant;6. By'Kara%Anwico. If=! By'Kumroy Americo.lox:.' y4p 1/8•ANN.GLASS h 1/6•HFAT STREWO CUSS 07.Nat ^ Kuraroy 8u�a PVB Kuraray 8 *-aft PVB • BY'Kurarey Americo.loo.' BY'Kuraroy Amaka,Ma.' 1/8•ANN.GLASS 1/8•HFAT GTREN'D GLASSswwkm !'lm1W SILICONE SILICONEGE 120D Si12.O� 01 srDOW CORNING899 m••• • 61200 •899 •• '�� ^ Y7 GOW CORNING 995 N • Yt " 3Y XL EDGE SPACER • • ••• � sr. STEEL BY'CARomV ^ •• • �• C DURASFAL BY'OWWEX' oi OURASEAL BY'OUANEX' o_ t E8 SUPER SPACER K'QUANWSUPER SPACER BY'QUAMW Eur. A s • • • • WAL FIA PE 7.581 •• M7 AT 1/{POINTS ALL SRES •• : M7 IT 14 ALL SAES• : : CAN. ° � }• • •• • • • JAM TYPE 'Al' ••• • 'in. • •• • • 8 azo•OVERALL 91SUI..LAM.GLASS Q7o•OVERALL tAY.•GtA'iS ••• • cl—IN — (S.M.t.) Ol W10-1$ W ORDER TO Q F GLA FOR SNAY *81 9MUST RATING ••• • • • • 000 • sheet 4 of 11 EXTERIOR PLY Of GLASS TYPE'AlA'8'Bf'MUST BE T17D. • ••••• • • • ••••• ••• • • • ••• • 15 "E`srR1;`� T FLANGE & FLANGE ADAPTOR FRAME �yt,V I - SEE ELEV. • FOR SParMlc ?c •"4 e °:a d•°- e a a•' 3 77 I I IOAIItON CdW1Y APPROVED III 0 'a EDGE j ►RE SU k Mtp.L[0R ANQtOR3 j F". ^•:�'•' � \ 3E t � 11 SEE SEPARATE NOA 11 I 1 666 EDGE DIST. 1 (c e� ! E7 8�`� TYPICAL ANCHORS rfiWAL ANWDRSSEE ELEV. $aT ¢ 1 FOR SPACM FOR 2 s/a•MUL W000 EAKICS AND METAL STRUCTURE N07 BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. rr 2-311r UK TYPICAL ANCHORS: sm aw.FoR sPACDIG 1/4° DIA. TAPCON BY 'IiW' (N=120 K9.Fy-92 K5O UQ iY'9�V�--`�` JX DIA ULTRACON BY 'E=* (Fm177 IM"155 KSI) O p `.� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 8 ___`, 1-1/2" MIN. PENETRATION INTO WOE AV c O d YD#11 USED Tw WW.WOOD M" THRU 1 BY BUCKS INTO CONC. OR MASONRY C oDEFM P •.OR BEVELED.T K or 1-1/4" MIN. EMBED INTO CONC. OR MASONRY R §O§M W ` 0y PEe1DTTED. DIRECTLY INTO CONC. OR MASONRY Z z Ti �+ W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY gg , iWC ' 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/$") INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIc$ .AI EDGE DISTANCE 1d M 1 1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. I5 I INTO W000 STRIK:TURE = 1" MDd. g M K i INTO MEFAL STRUCTURE = 3/4" MIN. 1 • • • • • • ••• WOOD AT HEAD.SIL OR JAMBS SO-068 MIN. d a a • •• • • • • • CONCRETE AT HEAD.SILL OR JAMBS Pc o 3000 PSI MIN. o > I I • • • • • • ••• • C-90 HOLLOW/FRIED NORIK WEIGHT BLOCK AT JAMBS Pm a 2000 PS M N, �g a B O i O i •• •• • • • • • • • � a a-1-1- o CAA 1 I flpP:JA101D AHKAD 1 0 • • CNIL N1 �'. • • • • • • FLA•PE 8 7ee92 d •a, • a,&—T RFPBVtwE6m •• • • 8 8 i t@ • •°' tYPICai AN c - •$ I TYPK'AL AKCZ 5 ""�"�CONO O`-r" AUG 2015 • 18Y SEE ELEY. .r•...••a.. d - SEE ELEV. 6"3 1Y000 9Upc FOR� ~ •�� •� deet $of 11 ••• FLANGE & FLANGE ADAPTOR FRAME %.0 1/4'MAX BUCK VA M I/4`NAX SHM F ?t TYPICAL aNCMaRs �'�` VENT"�" StiDts FLANGE ADAPTOR FRAffiE F MR V"`� CO O O T/4-TYP. v•V •.e �QQQ �j °. IV V4 wow Ph..-SCATTM OPTIONAL -_ .._. ._..-.._..---.._.._.A— wow w". J MY WOOD BUCKS si • , '� ]COX LAYOUT EXTERIOR WPM&ANCHORS D.I..OPO. t'INt SPACM MAM APPA RADE COUNTY APPtO1tFD MULLION �SEPARATE tULLIDN " O O N $ BUCK VIM BUCK WWM d4 ALTEWtATE p � Q' SWEEP LOCK ,t 1 OPTIONAL TO r-=•I I SPRBO LOCK z E�H �� I !TNM 03 q H I Z Z(i 8-4 Ea TYPICAL ANCMOILS E4 SEE M".I=SPAtEKG 1'MlDIJCFItva V t eugt WIDTHSHM '/SHIDIS Dam rOZ0�0• \ M! Nt yENY VBDTH nS g TYPICAL ANCHORS i Q t Q © TYPTY ANCHORS $ $$ SEE V1EV. •. FOR SPACWO t •• • • • IV • •d • -""_NC•• C - • •VC III O' /'• ••: •• INIALLA71oN OEi'AILS SHOWN ON PAGES 5 a $ w- • t •• " • i ••• ANO 8 NO APPLY TO BOTH FLANGE FRAME A <m v o u BiRUCNUAL u FIANGE ADAPTOR FRAMES. o :� EL - --ScFEEtts oPTwNaRA PE --- • . . . . L' E6 • .. • 1TiY •• a EXTER18R t ;*• r evem ••• •• XO LAYOUT DL OR i AqG nth druaing no 4. wi a—n; • • :> s �i� lYPlCNL SEE m m EQUAL LEG FRAME FOR sP,u�Io _ WOOD BUCK Tfin i.ANCHORS O • •'e.'_ 1 .. •• SEE am �r===------___-----i 1 FOR SPAClNC o 1�MY118-RADE COUNTY APPROVED �1 Z d A. •i d a• ° •a a' ' •£DOE GIST:• 1 11 MULLION&MULLWN ANCHORS ' `' i \ g j SEE SEPARATE Oft EDGE ti •y, \ OISf. \IA 11 O •.• .•..tt.. � 1 Ofsl: U TYPE AN�Rs TYPICAL.ANctroRs 2$3 SEE ELEV. SSEE°P,SPACINGa FOR SPACING FOR EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES TYPICAL.ARCHON WITHOUT THE NEED OF A WOOD BUCK. SEE ELEY FOR S1AC9iG 2 W-MW—.q 1/4'MAK. BUCK WIDRI I d5 SHIMS 1 > <•� E1 ' 2-,/s•W o � 1 1/4* 4 O M W •.�• ___._....«_..-.._»_.._.._ WHEN USED THE MW.WOOD BUCK Z Z G! U. a DEPTH SHALLBE 21C.THE USE OF MM-OADE COUNTY w pp W 1« DEEPER OR .ED W`OODS8UCKS 6 APPROVED MUUION - fQ PERMITTED. S Li E8 S SEPARATE NOA Com} Y O y,•. ., BUCK WIDTH BUCK WIDTH 1 E7 n � � I 1 1 •• • •• • • • • — 1 I $a . • .� NI! .. ..• .: G �11- CAX B I : AMMON vm / �o',./ o FOR AIDING o C By Ems: s a • • FIA PE 70592 g CIVIL ELKS •y ra•• y \ b \ rfir.4.ANCHORSSEE • dra•ing /ro. TYPICAL.AkHORs. 4a . . • ' = W FOR�D ?20th W10--18 1BY SEE ELEV. > WWD sum FOR SPACING .;, • • • ••• • • sheet 7 of 11 • IULUSMTWEr.IRM RMSHES FIN FRAME 4" NOT 8Y CGI KOM WW TY KO CGIPICAL ANCHORS: SEE ELEv.FOR s'AC2�%i in (TIRADE 2 CLS) a INTO 20Y WOOD BUCKS OR WOOD STRUCTURES $ eAl2ceEo 1-1/2- MIN. PbMM11ON INTO WOOD CAULKING oily 0 Q 4f at WOW STRUCTURE 1/4-MAX BUCK WtmH 1/4-WX �gy NOT By CGICAP GAP 3E �S c 1/2-k*L t/2-tea. , N , CAULKING E7 -scram am. HIM ism HOUSE WRAPNOT By cm •• ••• • •• • • i i :�XTERIOR o a a'a BACKSED CAUUQW • E FLA.PE 1 70592 HOUSE YWISM tAP •. • • TJ • • • Cf�M. NOT 9Y CGI , , ••• •• m � �• • • UU 2015 'a • oma �O drawing no. Tfpm SEE£LEVANS ••• • BY W 1 O-1 8 MR SPACMC • • • 0 0 1 1sheet 8 of 11 1TEM PART$ M111HANDLE VISCRUIU N WATDQAL MANP./8UPPIMMIREMARXB Et CGI-100FRAME JAMB 0 FOGED GLASS 8083-T8 COI EXTRUDER E2 CGI-113FRAME SA.L 8083-T8 COI EXIFBIDER E3 CGI-102RAW HEAD 6083-T8 GOT EXTRUDER O � E4 COI-103MEETING RAI. 8083-78 CW EXTRUDER EO CCI-104LOOK RAI. 6063-TS Cd EXFMMER a ES CGI-108 - RAO. 8063-75 CGI EXTRUDER E7 CM-106 - s4m RAO. 8083-TB Cq EXIR1111ER E8 CM-107 - 8/1W GLAZING BEAD 6083-75 CGI mamiDER ESI CM-108 - 0.700•CLAM BEAD 8083-75 ow EXTRlRNR lei � E10 CGI-ice - FRONT FLANGE ADAPTOR 8083-T8 0Q E70fADER 8 Ell COI-110 - NAIL FIN ADAPTOR 6063-TS CGI EKTRUDER E12 CCI-133 - IF FRAME JAIL®FLXE0 CLASS 6063-TB CGI EXTRUDER E13 CM-136 - IF FRAME HEAD 8063-T6 CGL EXTRUDER E14 C61-139 - IF FRAME JAMB bO63-T8 CGI Ei0RL= AA E13 CGI-140 - V MUNTIN 8063-T8 I COL EXTRUDER E16 CGI-141 - 2A'MULLION 6063-T8 CGI EXIRLDER E17 CGI-SO5 - SCREEN FRAME 6063-75 CGI EXTRUDER ®e�elll EE C E18 CGI-114 - SILL SNAP IN 8063-76 CTL E m*= � E19 CGI-115 - SILL FILLER 6083-16 COI EKTRIIDER �y E20 Col-116 - FRAME JAMB 6083-78 CCI EXIRIDER E21 C43-117 NO LOCK RAL. 8083-16 CGI EXTRUDER E22 CGI-136 TF FRAME-SOL 8063-76 CGI EXIRWER E23 C01-GOB - FRONT FLANGE ADAPTOR 8083-T6 CTL EXTRUDER QIx M1 CGI-382V - GLAZING BULB VINYL(DURWLETER 73-80 STORE A) PVC Q M2 CGL-111 - SCREW COVER(OPTIONAL) PVC - M3 001-112 3•® ANCHORS EQUAL LEO OWU/SHIM PVC MIL WOO'X 0.040•BEAD CE1200 SOIDNE SR.KXW G& N MS - 0.700'X 0.040'BEAD DOW 995 SUICONE DON R 8 t7 MB - 0.700•X 0.040'1i£'aD DOW ew slLKxtivE OWr Z Z t M7 - 2/UTE SETTING BLOCK EPOM DUROtETER GIGS SHORE A pp MB - - PROTECID WRAP WATERPROU NG OR FAUN. MSI 884 - ROLLER TRACK PVC - U M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - M11 W2320ING - PILE WRH CENTER FIN WOOL UL.TRAFAB OR V". M12 OM-129 1 PER SASH EGRESS LOCK ALUM. SULLNAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M U14 391-N 1 PER SASH ANTLrr BLOCK NYLON M&M rl,5 - OP71ONAL RETLXAATED FOAM 30 PPI CM-134 - JAMB SPACER PVC PROTOTYPE OR EOW. S A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUAL. PRODUCT'REV� c CGI-132 2PER WD.2' SASH STOP PVC PROTOTYPE m4ampwgvpHbftFla da ? C01-111 •FR HEAD SCREW LAVER PVC !+(1OT01YPE IS �.Qr, 8$ $$ CGI-128 2PER SASH SASH CAM(B/T BALANCE) 4" • •- 1W1IE9 t0-Fto WEEP oDYERs Pvc- 2 OR 3 PER CORNER 5 10 X 1 1/4•La PHL.PH.SMS ST/ST.ASSEMBLY SOW • _ _ • • • • ♦ W S3 - 1 1/4'EMSM #8 X 1 1/2•La PHL PH.SMS.FRI ANCHOR SCREN - _ • m v o m $IL 4 PER WD. #8 X 1/Y PH.SMS.ST/ST BALANCE BRACKET S' W - - e SL 2 PER WD. 6 X 1'La FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - rmr..JAW AHMAD � 1 Se - - /6 X 1/Y LG.FH.SMS.•CGI-133 &GLIM LOCK • - • • • • FTA PE SB - 4 0.M RAIL 10 X 4'La t+HL PH SMS. sr/sT.ASSEMBLY MEERMO PALL • • _••• • • • • CAA S9 - 2 PER ANTILF'r 10 X 5/8'La PHL.PH.SMS. ST/ST.ANNJFF SCREW • • 000 es: of 2015 drogirtg no. W10-98 ••• • • • • ••• • • attest g oT 11 • i•�•i i•i i i•••i ••• • • ••• • • 2440 2440 2113 .OBS .120 ti. U 1.018 � o •705 .050 np. A80 tYP. Z ri 210t .OGS 1.301 1.801 .0&S 1.301 1' 1.880 Jt84 0 J 21348 , 2348 TV 1.710 1.007 L L t 080 O 8/16'GLAZING BEAD O .700"GLAZING BEAD oB5 t.�a 1.155 1.135 M'• tA1S 1.0,5 1.388 .745 Ett NAIL FIN ADAPTER 1,385 1.449 r a E1 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAILIF 11 165 283 VVV ,.498 1415 1.015 1.788 A50 g A� 1.41J 0 41 b ee 1.140 1.140- 2204 1.285 O FLUSH FRAME COKER Q BREW COYER 1.018 1.210 .orm 085 Am L Typ. 4.430 17A. 3.930 A85 a 2.885 1185 IVP. L-�-A 3.885 2885 O LOCK RAIL SILL FILLER 1.7� i .. 1.450 ,t 1� � 4 1.440 2.440 2.310 p N ® FLANGE FRAME SILL O FLUSH FRAME SILL 1.015 1085 S Z �+ 1710 2.737 x737 4rJ � FLANGE ADAPTOR §0 _o- oeS A� 1.043 71P. 7W. O E2t ALT. LOCK RAIL � 25�, 2.013 2� 2813 1.892 085 oc 1.000 .891 soo .991 2195 3237 2737 1.Ols � $ $$ t4 FLANGE FRAME.TAMS (MOVING) OFLUSi FRAME JAMS (MOVING) U : • •• • . . • • .. � t7,45: • •• PM HANDLE RAIL •• . <meeW OS .085 M ••• F imo.0101.00FLA.PC AtB 1.018 .74b i 5 1t101DU� CNL • CA.N.1 -1 • WV41% 7 201. drawing,.248 1.015 �• WI O-18 © FLANGE FRAME JAMB (FNXED) 6t FI USi FRAME JAMB (FDtEO) SASH RJUL • • • 811eaL10 of 11 ••• • • •• •i• �• •: W S2 18 Mai FRAME TOP CORNER to PENT TOP/80TCOM CORNERS Sz N n ZWIN z� i rxo wcr RR SE D .. . �sfire t6oAbttda . . csodo •• • • i i i i•• A Doe • • . ••• • Wd ## •• • • • • Br <mucu a • ••• FRAME BOTTOM • tW CORNER yygp AHMAD CAN. � - dmwing rro. • w�a-�� FMD VM. Ren COISJE.R ••• • � • • • • ••• • • sheat 1 of 11 1�1 AM�•�� MIAM DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1Amidnde.gov1econoMX CGI Windows&Doors 10100 NW 25'h Street Miami,FL 33172 SCOPE: '• • • •.. • This NOA is being issued under the applicable rules and regulations governirf3o use di;FenItruction•go• materials. The documentation submitted has been reviewed and accepted by 1"8iM-,Dade County RE4- Product Control Section to be used in Miami Dade County and other areas wher8lallt:yved by4w.AuthorJq-•• • Having Jurisdiction(AHJ). 0000 *goo* •.•.. This NOA shall not be valid after the expiration date stated below.The Miami-D�ckNunty Pfo¢:tgt ControC..• Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Duk Minty)reUrvethe rigki.C. to have this product or material tested for quality assurance purposes. If this:prditt or mat8rial fails to•� perform in the accepted manner,the manufacturer will incur the expense of such tasting ajjd tk;-vkHJ&11... immediately revoke, modify, or suspend the use of such product or material wi#ritt 4eir juri4gtion. =..: reserves the right to revoke this acceptance, if it is determined by Miami-Dade County 13rAutt 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. PEI SCRIPTION: 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-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 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#12-1220.15 and consists of this page 1 and evidence pages Fri and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0420.08 M►aMNve►Da Counmr Expiration Date: March 28,2018 ••moi � 115 Approval Date:August 13.2015 #J916Page 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",ARM*1,2,3, 4,4.1 and 5 of 5,dated 11/25/95,with revision G dated 07/27f1•S,jrepared lXAl- 0 • Farooq Corporation, signed,sealed by Javad Ahmad,P.E. "0 0:0• ' ' •• • 0000.. B. TESTS ••..' • 0000 0000. 1. Tesi reports on: 1)Air Infiltration Test,per FBC,TAS 201-94;••. . 00, . 2)Uniform Static Air Pressure Test,Loadingpt=thCjUS 302-94:00 3)Water Resistance Test,per FBC,TAS DPW: - • 4)Small Missile Impact Test per FBC,TAS 201-094 :000:6 ••00% 5)Large Missile Impact Test per FBC,TA&201:94 0 0 :06 0• along with marked-up drawings and installation diagram of casement AnQo0 0pvs'mu011.ed using a 111x 21x 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. HTI.-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 NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h 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 '_�,V x2f.1w Manuel P P.E. Product ControlV- 420.08 finer NOA No. Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 f CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONSSege . 1 None. ••: 000006 . 0000.. • ' • •• 0 00000. 0 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51homf en (211247,.4nd o4'o e. financial interest, dated April 13, 2015, issued by Al-Faroeq."Iporaugn;igned A • sealed by Javad Ahmad,P.E. • . : •0000 2. Laboratory compliance letters for Test Report No. HTL-008pM$105-08, specimens•��' and 2,issued by Hurricane Test Laboratory,Inc., dated 036/08;sign04prdseal"by% Vinu J.Abraham,P.E. • • 0 • .. 0000.: (Submitted under NOA No. 08-0331.0 7) .� • 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-9d-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. Manue e7, .E. Product Control E a her NOA No.15 20.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 IaoB 1Is SV� Ty g 12S pi Do OIJ4Z OIAZRRI PRODUCT P.000 IX...332 on4 .{�, sX n.332� CLIP n�1 F lA0° $ a 1x2 MLn1 ON � }y. tp. a 2AM 4W Ai0o xo� snao 53> • 31 Ll 4= a2s 'W' n nmms7ON 6!JLL►ONS CONTaNiNG TYPICAL aDta GLAZING PROD CTS 10ItI0N 'W HORRONTA_ OR VERTI(` 2' 2AW SFE WWW OR DOOR APPROVAL FOR FASTIDI0 SREB AND SPACM � z — 8� MULLION SYSTEM RATED FOR LARGE NBSSLLE 81PACT. e / AND CAN USED WITH ALL MIA11N-RADE APPROA/ED TX=.8087 11\4 IMPACT AND NON-IMPACT RE88i1ANT X15 SK 8338 0a 3 II®2878.1 01 4 SX a 1.4801 01\3 .7lS y M $03`78 2x4 MULLION ISINO MLN t ION PROPERTIES ONLY 8083-T8 �' 8 2Atb WS L87S 129 OF WE ROM Ma=OWE NMWWW AND TUM iRIHiI FIOAI v OMM HElnatt twimom am ALL MAZIN PROOUCIS USED EM THESE 1RRl=YIW M THE 4= �FORCED S'AFF'OUARDS EE SOW=0 BY OIMM 1WbT 1E NOWRID PROPERLY TO TRANSFER �S IAMB 10 THE SROM �uLUON CUP Ftxt 1eY nxc aRQNORB 9KL BE AS USIED.SPACED Al 5M ON OETIIp.A E MMM i;N BO83-TB 10 B0.SE NNER4{L SINLL 8E BF]OND ML�{lF7Ni6{S1Y000.NE E!C} . C�-_OAR'� N m%�IOWN 01 THEA MV" 'RIS 6.OM • LOM 0 is I . L700 � W OF ANCNOAS IIID GOOD 011.7. Q 128 • -11HALL MW THE • F! USE OURM AND f4 M AS FOUAWS. a a..m 12S I DESA LOAD REgUM PER A>j ., • • • • • • FOR PARnmw OPEIm L u STEP �W•__.y��,....�a,�� '� A W DlAZllxt • •..n•cA •• mPRGMWREvnw N All vftdwplodb STEP 3USE OM&=nM'rO YUlL1Wi AS PER PRODUCT • •..' •• p� 12 m 2.0374^4 4= APPRWL +� SX n 18187 eni 11 n 82751 EM .SYEP DESIWI RAMNO 71"DEM LOAD F�ffD� Sx n 2.7we Oro FOR CLIN STEP 1 Awn •• • 1015 Ptaduot no. 1X4 MULION 2x8 Mtn t 1Ou �U111ON ' 2aY � —gTVM ON MGM 4 • 0 • • • M95-13A BOBS-TB 8083-TB •- 1g NDIiE IIBIR 11ff i IOMB mom 1 ;• • : ' eheeL of - iii■i■■■ - i■i��■i■■■ - ��M■■��ii� Q 1,■■■■..■■■■■■ ■MUNI■,■■3M■M M■■MMENEW■M■M •. - Y 11■■■■■■■■■■■■ ►\■\u■mu■►■■■■ 1i■i■■■■■■\■■\ ■■■■■■■■■■■■■ MINNIO■■WM■■■M■ UNINM■■UMMON■■ s\\■■■■■■\■■■■ am■ommm:"■■RN■ m■■em■\■■■■o■ W&A-Am■■■■►■■■ ■vv■■y■■mommon ■OMy■M■yy■■■► y■y■M■■■■■US■ y■y■■►y■■yy■■ MEAMMEM■■y■■■ ■\\�\■M■M■■MEN \\■►mm■\\■■\►n w"WE■\`i■M■►M■ ■�.�■y■M■■■MM■ Mymy■■■y■■_■■y ■y■■M■yy■■■y■ _ I = i■■■■M■■T _ I■M■■MEME ■MEMM■MS■\NME MUM■\M■\\■■\■■ , - MUMUMM■\S■M\■M ■MEMEN■RIU■■\■ -" ■l1■■1\■MER■M\M �l\■l\■\\■■\�■■�\ : MMM■\1■■■\\■■\M =; 1\ll■M■M\■Md��L` I, = ►I■1\M■\■M■►©■■■ "M■■1\■►\■■■■■■ l\■ll■■\\■■■\\■■ _ womo\■■\■■\M■ 11■■■■■■■■■y■■ ■■lv■■y■y■M■M■ I : MUNIOM■ySIM■■OM n1v■m■y■■y■■■a ■m■■■■■► NEW ►�l1■►�■■ ■■��■■ !�i1111 n: !MWEEM■■■R■■■■ w■MM■■Mm■Mw■■ mommos ■■Muni■ Mim■M■■MM■■i■ NEEM■\M■M■\■■ ■►\M\■\■■MM■■► MMM\■■\■■■■►■ ■\!\M1\■■\:�i■ - - ■\\■■■■■\\■■■\ ■MmMmMM\M■■■■ \\o\■\■■■iia■M■ ■■■\M\■M,M■■\ MQ\g■\M■MM►\■ ■MM\MMiM■RMEM yy■yy■■ ■■ ■■■■yy■yy■v■y ------ \�\■\`\■■iM■■■ ■■■■■Mims►! ■■ ... . ,. . a !�•.. , --- M1,11■■■■L---- 1\1\1�■1� 1 ■■!�■■■ : \►1■`, ' ■■lam �1 INLA��►i�►Qi' EIR MIKIIIIII■I■I NIN2\3\11■■1■ 0392M Olson ■\\N1ININIFIRM M1■\1111■■■■■ ONVINIS311811 RVININ Olson■ 11 NINKI1,Ilson ' MIN111111■■■■ IN11111w�1■l■ NIONIP4�■■■■■ ■0\\1\►��►`�■\■ MING15■■■■■■■ ■N\\315318NO■ : MAINNIO►M■■■■ : ■1\\\121\■ \■ \\69491111111 1121322ME\■IN NINIi\1■111■1 11■RRION MR, v NIMS308311■t ■■1\■►I\111\■ INSMI►►1■■■� ■■■■1� \■►`■►`� - ' NN■1...��.�.� : X11■■■■�1. -T -- mission 11\■\ ■■■■■son \!■■■■■ions■■ 101119531-1 INDI\E■IN■EN■ 20111111 NINE ►UIRx1►11■■■■ . � �■■■■■■■■ N1154011111111 M9 111111■N■■■ s■1INS 0Os■■■ " ' A �y��■■■ ; ■►INIZINSMINE ■1�aIsI■ls1N ms►1!N1.■■■l 11195921162 , ...:: .. r.•. , ,� ,is ar ��;��1 • r Uel,_ !' ' ' '--- 1' . _ _.Ili •• ••. • . �: �'2(4'0 LL.TRACON •s a WRACON ! uKASMIRY 2 M11ANGLE � •$• 2 X=2 x 1�' 4 •CLW.AINB.E TQ X�2 O 2x2X1/8" / LE- 14 S.M.S. + 14 S.L.S. ALtLI AMLSE •a '.2/ANGLE 2/ANGLE Q$, a• e d 14 SJUL a a/aNaE V 2Q5 •9/4'f tL.7R m 1 3/8'LRL EMBED mgt p1 MULLION MULLION a- •_- Rio•'CONIONUE OR • MASONRY BLOCKS iBY OR 20Y 18Y OR ZBY MULLION //�S+' MlILUON wow Bwx 2 AWMXANGLE P 4. 2 ALILIxANGLE :••o e: 23/8'LONG e ,a 2-3/8'IOMIO MILJIW1 JPO ---T---____ ---•r----- 1.800 •: ' 1.800 t'•• � .. � �� 2 SCREWS PER SIDE REQUIRED FOR r TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2'TUBE MULL 1600 2 SCREWS PER SIDE REQUIRED FOR r TUBE MULLIONS MAX _ R CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2'TUBE MULL E g LLn1toN t t 3 SCREWS PER SIDE REQUIRED FOR 1 t i 4' & V TUBE MULLIONS $ 2 X 2 X 1/e' 1 i • ••• • • • ALW7 ANGLE i r , i 2/MOSMSLE• • •� .•t a � � � :•• ��$ It M2J. 1 1 ••• ••• • • • • ••• •• ou".n 1 t 1 NOTCH mass 10 •• • • • •• 1 I MLS MARBLE SILL i 1 OR 1881 • ••• ftn ovAD A~ PRODUCE RE MELD n . : : • • W70�2• as .rh4thoFkatAa gS • 1 a. . •• • • • • NoDoc 1S O4ZQQn8A S 8 '•' PRECAST COMIC;° : 8 .•t ••.` UL L� tkoQoct droerEly AO. .'4,$RI.;e'• a 1/4-ow.LLTRACON RIO M95-13A . .e 1/ANGLE ••• • . w • • • "i•• street of • :0 g •• 1 • • • • 1 • • ••• 0 •� . Wm . 'd�4'4 UL1RAcota •?• . 0 UU7UUf�N 6(B m wnm mn Z MULLIONMULLION CLIPQ 6gR110N C18+ �... MUCLIP2/ANGLE •CLLP'.ANGLE TB MUMMY �_. 4.1 MULLION CUP 4 ° ----- =---- . UUNWON A --.. . _��- °,:. "__1 ------ 1 MX EMBED MULLION MILLION + °• �, -- �[MULLION •a••4, •'CONCREIE OR 7BY OR 18Y OR 25Y MASONRY BLOOM MULLION w�. -MULLION WOW TRICK uxc I1-.... • '. MULLION O _} It 11 - �•0- ""' 1 I d t I 'a dy qip j'd0 11 •� I I ,° 1 1 o M 11 •.e'.. I I ••°•• I I s4 Z ZIn! _ O •A MULLION t 1L i I -------------- 1 L _ •• € ------------- NOTCH CLIPS TO ••• e e• •e e e•e ••• •e• 8 -MW MARBLE•U, SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO • • •• OR TRIM 1BY OR 29Y TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS • E"n•awnsCML MAo Pttopucr NBVLSLSD lTP9 • • •:• • 4Ei 7059z• as�mplpiaswilhuto PbdQa ry' ♦4.d .. ••• • •eagbeflonDa• •SS3B : s n7o2m�9e_r>o ePRECAST CONC.° ,4 ••. �, '•I ••• Pradocl drawing tto. • °•ILL*a e 1-3/8°MIN.E11BEp If qq% 9 �p I/AWE ... . • • dU e'i�2015 ai,eal at y�U � It o ACCESS H E $ a W000 BUCKS AND METAL STRUCTURE NOT BYCGI WOW. SEE CHART fxigt�lAbrtmEs TUBE MULLION MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANc1XXt No. TYPICAL ANCHORS: 9E ELEV.FOR 9-N9tG TYPE'n-la DIA ULTRACON BY'ELC0' (nmin XSL F 155 X9) I Tin INTO 20Y WOOD BUCKS OR WOOD STRUCTURES - -� 1-1/2'MIN. PENETRATION INTO WOOD THRU 19Y BUCKS INTO CONCRETE THIS SCRELM CAN BE_,,-' 14 X 3 4 Flt SMS 1-1/4' MLN. EMBED INTO CONCRETE NSTAU.EDIN EmISR PER Sr 1X2&1%3 MULLgN TYPE'B'-,14C QL+. ULTRACON BY'FICO' (Fo=177 X9,Fy-155 X9) , 2 PER CLI'AT tAROER MULLIONS DIRECTLY INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE t i MuuJDN o 1/8'n=ALU1/CHANNEL 1 1BY OR 2Bf TUBES 7d' TYPE 'BH'- 1/a'DIA. ULTRACON BY = (EL=177 XS1,FY-155 00 LES i Z LL DIRECTLY INTO HOLLOW BLOCKS F n 1-1/4- MIN. EMBED INTO MASONRY MM d N M THRU iBY BUCKS INTO MASONRY 1-1/4- MLN. BMW INTO MASONRY ANCHORS DETAIL #1 TYPE 'BF'-.1/4 jam. ULTRACON BY'ELCO' (Fu-177 X9,"158 X9) MEIN.TO METAL CONNE]CIM $0-i{ DIRECTLY INTO FILLED BLOCKS n $o 1-3/4' MIN. EMBED INTO MASONRY THRU 10Y BUCKS INTO MASONRY 1-1/4' MIN. EMBED INTO MASONRY TYPICAL ELME D STAN - INTO CONCRETE AND MASONRY- 2-1/2` MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 1/2' MIN. WOOD AT HEAD,SILL OR JAM8S SO-0.55' MIN. C=REIE AT HEAD, SAL OR JAMBS fa-3000 PSI MIN. 0-80 HOl10WAILLED BIM AT JAMBS fm- MOD PSI UK •• ••• • • Etgrt AMAHMA PRODUCPREVISED • 3 ••• 0:0 •• • Ct&7 82• as complying�b Ota norms Ft% IS-o4so.cis • •• • •: • ••• • anon a 1018 ii ••• M IMadaat t drawhg no. M95-13A ••• • • • sheet of •i• ,•••i i i i i•••i