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WS-18-360 Inspection WoriMbeet Miami Shores Village 10050 N.E.2nd Avenue Miam"r Std Phone (305)ISS4204 Pax.(306)756- 72 Inspection.Number,ber:,I SP-2 72 PernriWS-2484+G Scheduled Inspection Date:April18 Permit Tom:W-frrd 5f Inspector. Naranjo, Ismael ( ctic� E.irla'l r y; Owner: "LSON,WARREN Work Classification:Window/Door Replacement Job Address:,9942 NE 4 Avenue Raaf! Miami Shores,FL Phone Number Parcel Number 1132060171220 Project: <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone:(305)82005999 'Building Department Comments REPLACE TO IMPACT(3)11 INDOWS&(4)DOORS i ' aCtia Visaed Cu rti INSPECTOR COMMENTS False a Inspector Comments Passed Famed } Correction Needed Re4ns pec Von Fee tom . bk--sev ApOi I 2018 For Inspections please call,(305')762--4949 Page 15 of 31 4,5 tz L w Y6 4 Permit NO. -18-360 �eN°kis y,� Miami Shores Village Permit Type:WindowslShluttem 10050 N.E.2nd Avenue NE otk Classification-Itfiindow/Door Replacem Miami Shores,FL 33138-0000 P e n 11, PefmitStatus:APPROVED Phone: (305)795-2204 corcoA 08/12/2018 Issue Date:2/1312018 Expiration: Project Address Parcel Number Applicant 9942 NE 4 Avenue Road 1132060171220 Miami Shores, FL Block: Lot: WARREN WILSON Owner Information Address Phone Cell WARREN WILSON 9942 NE 4 AVE RD MIAMI SHORES FL 33138-2480 Contractor(s) Phone Cell Phone Valuation: $ 20,354.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: p I Type of Work:REPLACE TO IMPACT(3)WINDOWS&(4) Available Inspections: No of Openings:7 Inspection Type: Additional Info:REPLACE TO IMPACT(3)WINDOWS&(4) Window Door Attachment Classification:Residential Final Scanning:3 r Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.60 Invoice# WS-2-18-66425 DBPR Fee $2.55 02/13/2018 Check#:3139 $ 167.15 $50.00 DCA Fee $2.00 Education Surcharge $4.20 02/13/2018 Check#:3140 $50.00 $0.00 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $16.80 Total: $217.15 In consideration of the is uance 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, LUMBING, ECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWN SAFF D V � c i ,that a I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constWa �, u e oreI authorize the above-named contractor to do the work stated. February 13, 2018 ga r Owner / Applicant / Contractor / Agent Date t Building Depart nt Copy February 13, 2018 1 7 �) ao5 � �'c� � i 1 RE C-FA Miami Shores Village F B 1 2018 Building Department BY:_ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 61(� FBC 201 i BUILDING Master Permit No. wsI E� l3( a PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL j + 1 i ❑PLUMBING F-1 MECHANICAL ❑PUBLIC WORKS [] CHANGE OF [�CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 106 ADDRESS:`�\�� L\ 14J Q `) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: �- -�� -�� Is the Building Historically Designated:Yes NO` V 3 Occupancy Type:_Load: Construction Type: Flood Zone: BFE: FFE: � 4 OWNER:Name(Fee Simple Titleholder):\)(Kf1/ il �j 6Q—Phone#: i Address: City: RC1 Lk 2 "tate:l�j(J, ��VY Q9, Zip: Tenant/Lessee Name: Phone#: Email: i CONTRACTOR:Company Name: \✓t j�i"'�i1 L�\(� UWS Phone#: ?DQ5 BO Address \ -1 q x� + City: &3..\C_9(Y A State: :Efl— Zip: l I Qualifier'Name:_l )(1`' ( V\Ck Phone#: 0 n? a State Certification or Registration#:�� )h \� �� Certificate of Competency#: DESIGNER:Architect/Engineer: ^ LQ SS Phone#: . ` ,p Address:��SW Q::1 l/t X j \� �I JOU City: I)QO-(Q QkA f f6tate: � Zip:��Z I Value of,Work for this Permit:$ ` - II0 e 5 5 `A Square/linear Footage of Work: Type of Work: ❑ AdditionAlteration [� New ❑ Repair/Replace ❑ Demolition ODescription of Work: � Specify color of color thru tile: Submittal Fee$ ^ Permit Fee$ I { O CCF$ CO/CC$ q Scanning Fee$ I Radon Fee$ DBPR$-_15S Notary Technology Fee$ b B n Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ + TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) 1 i { i I 1 Bonding Company's Name(if applicable) Bonding Company's Address _ 5 ' City State + Zip Mortgage Lender's Name(if applicable) " Mortgage Lender's Address City State Zip k Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has t 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, I 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. f t "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." F , Notice to'Applicant: As a condition to the issuance of a building permit,with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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 su h posted notice, the ii inspection will not be approved and a reinspection fee will be charged. f jSignature--4/q--,- Z. Signature i OWNER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledge efore me this day of .�'1�UC>•� 20 t> ,by day of � �?.)i "1 ,201 k�.by } Wh ( V 1 YANho is personally known to � {�� p Y l=J� `�-i�1G��Lt� ho is personally knp„wn to me or who has produced Q e i as me or who has produced _ w as identification and who did take an oath. identification and who did,take an'ooath:,._. „•, DENISSE GUZMAN ;: < c; i. v\ Notary Public-State of Florida NOTARY PUBLIC: NOTARY PUBLIC: ) Commission #FF 928501 My Comm. Expires Oct 18,2019 „o��,. y Bonded through National Notary Assn. Sign: Sign /�� , Print: Print: to ArW- Sea)• c MY COMMISSION N FF918776 Seal: EXPIRES September 15,2019 t40n39",s3 r -- r 4 APPROVED BY Plans Examiner Zoning _ Structural Reviews Clerk _ { r ;} (Revlsed02/24/2014) t e ' k { Miami Shores Village 5109 oR9 Building Department 10050 N.E.2nd Avenuey�.. , Miami Shores, Florida 33138 e0 Tel: (305)795.2204 IpRIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits } Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) } the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress 7 inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). } a Acknowledgement: Cr/4 t'v 5(,Ay U -z"-LO ua ifierwn g ture Date `Print Name 4 I i 11/9/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER. Summary Report Generated On: 11/9/2017 Property Information Folio: 11-3206-017-1220 Y' Property.Address: 9942 NE 4 AVENUE RD Y. Miami Shores,FL 33138-2480 Owner WARREN R WILSON&W DONNA L Mailing Address 9942 NE 4 AVE RD MIAMI SHORES, FL 33138-2480 PA Primary Zone 1200 SGL FAMILY-2501-2800 SQ j Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT ` Beds/Baths/Half 4/2/0 N_ Floors 2 Living Units 1 u ; tF,1t, ✓�''.. Actual Area 3,117 Sq.Ft r,. " Living Area 2,767 Sq.Ft �1�6 0 Adjusted Area 2,645 Sq.Ft Lot Size 8,400 Sq.Ft Taxable Value Information Year Built 1947 2017 2016 2015 County' Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $173,443 $168,848 $167,327 Land Value $251,731 $209;776 $201,535 School Board Building Value $189,384 $191,116 $192,847 Exemption Value $25,000 $25,000 $25,000 XF Value $8,848 $8,976 $6,828 Taxable Value $198,443 $193,848 $192,327 Market Value $449,963 $409,868 $401,210 City Assessed Value 1 $223,443 $218,848 $217,327 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $173,443 $168,848 $167,327 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment $226,520 $191,020 $183,883 Taxable Value 1 $173,443 $168,8481 $167,327 Cap, Reduction i Homestead Exemption $25,000 $25,000 $25,000 Sales Information l Second Homestead Exemption $25,0001 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 05/01/1996 $175,000 17219-3712 Sales which are qualified Board,City, Regional). r 03/01/1985 $115,000 12446-0388 Sales which are qualified Short Legal Description MIAMI SHORE SEC 4 AMD PB 15-14 F LOT-10&11 BLK 95 LOT SIZE 100.000 X 84 , s OR 17219-3712 0596 1 ri The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp r i Version: E { 5500 NW 161st Street R ,FIL 33014 amiP. Q� E S T I G E F.1305.820..5999 1587 Serving Keys to Palm Beaches ■ WINDOWS &DOORS www.prestigewindoor.com LIC#CBC1251687 W W W. PAESTIGEWI N DOO// R. 00M Name: o fft UJf /l 4ha.,cn i)h�l a //�•Ir 41A\ Job#: Address: g4 2 1/1/C^ `l('"i /it u-Rn u-( Ra city,Zi P: 1 Vk ao,, L 3 3/.3 Tel: C3Orl 75� - / 'yS^� Alt.Tel: Email: W d cJt (r'-,, 6..7 t!P t,otyh o.l 1. C,40N Ref.by: Window/Door Replacement Contract Specifications***:Wiimpact ❑ Non Impact Glass Color: Wclear(No Tint) ❑Grey ❑Bronze Wlear LoE366 ❑Dther: Frame Color ❑White Bronze ❑Clear Anodized ❑Other: Screen: INCLUDED Window Brand: �-�1 / Total#of Windows: 3 Door Brand: �/ / Total#of Doors: ***SEE ATTACHED WINDOW/DOOR BREAKDOWN*** � Scope of Work Included: >Remove old windows and doors >Haul away old windows,doors and debris for proper disposal >Clean and inspect openings >Perimeter caulking on stuccoed areas(we caulk before the stucco) Anstall new windows and doors >Patch perimeter stucco&interior dry wall where necessary >Anchor with approved.tapcons >Moving furniture for install and restoring to original location once opening completed. >Caulk&seal inside and out >Covering&protecting furniture during install. >Clean work area >Provide partial release of lain with every invoice,if necessary. >Sweep and/or vacuum all work areas >Coordinate all inspections as required by agencies having jurisdiction over the work. INCLUDED:Standard installation,engineering,drawings,permit processing&permit fees EXCLUDED: Floor/tile repair(only if we damage),painting,alarm repair,major stucco repair,window sill replacement(only if we damage),curtain damage,&curtain removal-Purchaser is Responsible for Curtain Removal. EXCLUDED: Finish/Paint/Stain fiberglass products require-Purchaser is Responsible EXCLUDED: Fees for Engineering letters&special inspections required by city/county SECURITY BAR,SHUTTER,&AWNING REMOVAL: ❑INCLUDED 0NOT INCLUDED ADDITIONAL COST OF$100 PER OPENING FOR SECURITY BARS,SHUTTERS,&AWNINGS Includes touching up the stucco in areas where the shutter screws are removed only. i Removal of shutters is free of charge ONLY if Prestige Windows can keep the shutters. NOTE: If a shutter does not allow for the installation of the new window/door and purchaser does not Want to remove the shutters, Prestige Windows will remove at no additional cost-Purchaser Is responsible for reinstallation of shutter. j Total Contract Price $ '�� 3 r4 • ❑ Credit terms arranged for balance due Sales Tax INCLUDED (pending approved craditappllcetion&based onfinance company's terms&conditions) ' Down Payment $ /IT ❑ Credit Card(Auth.Form attached) Balance on Delivery $ ❑ Cash / Check# *Balance on Completion $ (there Is a$30 fee for any unpaid/retumed check *F/na/Payment Cannot Be Held Due To Missin arts,Stress Cracks,Manufacturer Error or Defect. Mgmt Co: HOA Approval Req?: Yes / No Phone: BUYERS RIGHT TO CANCEL. All work on the above mentioned property herein will be performed In a fimey and professional manner. Buyer may cancel this Agreement by providing written notice by US Certified Mail,Return Receipt Requested to Prestige Windows.This cancellation must be written in english and postmarked before midnight of the 3rd business day after you sign this agreement. For the purposes of this Agreement,a'Business Day'shall include Monday through Saturday,but shall not Include Sundays or any legal holiday on which the Postal Service does not deliver. It the right to cancel period expires,the seller's contract may not be cancelled by the homeowner or applicant.The total amount of the contract may be collected by seller,and If any court action is needed,the buyer will be responsible for L sts incured to enforce this a reement.ITNESS WHEREOF,the Parties acknowledge and agree to the terms of this Contract and,intending to be legally bound hereby, hereunto set their hands and seals as of the date herein. Only terms written in this Contract and approved by Prestige gement will become part of this Contract No verbal committments from the sales persons will be honored. /,' NO VERBAL COMMITMENTS FROM THE SALES PERSON WILL BE HONORED (Ai -q h (AJ ,-a sl b<5 r) te-)t (Sova //13Z f Accepted-Print Name Date Company Rep- int Name I D to 4V ///3//7 A b�ep ed-Signature mpany p-Si i I MOM 17. RECEIVED Job Description: Fa E F Replacing Windows & w. _Y ' l3 ?018 p g ._ au Doors To Impact r 1st FLOOR 7 Openings . . .... ...... 1.Sliding Glass 2.Sliding Glass •��•�� ••�• ••••:• Door XX Door XX , 88.75"x 88" 90.375"x 88" •••••• • • • 60/60 - 60/60 •••• . . ""•• • • ••...• NOA 17-1011.18 NOA 17-1011.18 ,,,, � •••�• 3.Sliding Glass 4.Sliding Glass ,,,,,, • ••�••• Door XX Door PATIO „'„• •,�•�� •�••• 92”x 88" 188.5"x 88" 60/60 60/60 �'• • • • NOA 17-1011.18 NOA 17-1011.18 • • • • ••••• 5.Single Hung 6.Horizontal Roller 4. • • ;""' , , Window Window XO ' ' ' •••••• 36.75"x 50.5" 57.75"x 50.5" • •• ••• • ' 75/75 65/65 ` " • NOA 17-1018.08 NOA 17-0918.09)P,0 R 4$T #: w —3 1 7.Horizontal Roller-- 3. 2. Window OX Miami Shores Village 57.75"x 50.5' 65/65 APPROVED BY DATE NOA 17-0918.09 ZONING DEPT BLDG DEPT Y, SUBJECT TO k)OMPLIANCE WI H ALL FEDERAL WARREN WILSON-- C)U^!TY RULES AND REGULATIONS 9942 NE 4 AVENUE RD HALLWAY 5. MIAMI SHORES, FL 33138 2ND FLOOR BEDROOM egress 6• 7. c� 01/09/2018-12:09pm internl V:\Projects\_Master Plan Sheet Stare\Windows-Doors-Shuffers\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 175 MPH L MRH <_ 60' `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 MRH=MEAN ROOF HEIGHT INTERIOR ZONE*PRESSURES 1 EXTERIOR ZONE05 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) INSTRUCTIONS FOR TABLE USE:_ 2 Mean DESIGN PRESSURES(PSF)-Z E 4 ` Mean DESIGN PRESSURES W43 5 4 1. IDENTIFY THE ZONE OF THE OPENING RIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributary Area(Sq Ft -- _ f Tributary AreSURE BELOW LEFT TI IN BL IONP Or D H l Y- THERS. r- I IDENTIFY THEANY UBUILD N6 M P TO`BE"CONSI D THE MORE CRITICAL(EXTERIOR)ZONE .. _ Height 10 20- 30 40 5_ c�ght 10 20 300 s. VE G,. T FROM THE LOWEST GROUND ELEVATION.IF 43.4 41.6 40.6 39. 53.6 50.0 4].9 .2 MEAN ROOF HEIGHT CANN TBE f D, PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft r 1S ft :2. ALWAYS ROUND UP t Rf f T E VALUE. +40.1 +38.2 +37.2 +36., 3 +37.2 .9 2. VALID FOR ALL ROO E SLOP EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY' A. NG 5TION AS THE GREATER OF(HEIGHT 45.1 43.3 42.2 41.4 0,8 55.7 52.0 49.8 .0 IDTH)OR THE SPAN LENGTH(HEIGHIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT z/3). 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 1$ft +41.6 +39.7 +38 .3 3.1. USE THE AREA BETWEEN STRUCTURA-OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -46.2 -44.2 43.1 -42.3 -41.7 -57.0 -53.1 -50.9 -49.3 -48.1 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +42.6 +40.6 +39.5 +3$.] +38.1 20 ft +42.6 +40,6 +39. +38.7 +38.1 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER 48.4 - .4 -45.2 -44.4 -43.7 -59.7 -55.7 -53.3 -51.7 -50.4 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft 4READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +44.6 +42.6 +41.4 +40.6 +39.9 +44.6 +42.6 +41.4 +40.6 1 +39.9 IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF -50.3 -48.2 -47.0 -46.1 -45.4 -62.1 -57.9 -55.4 -53.7 - 2. 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 30 ft +46.3 +44.3 +43.0 -.2-441.5 ERAL NOTES: -51.9 -49.8 -48.5 -47.6 -46.9 -64.1 -59.8 -57.3 - - _ 1�TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 _ SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 35 ft +47.9 +45.7 +44.5 + , , 2. �2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 40 ft -65.9 -61.5 -58.9 7. 6 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +49.2 +47.0 +45.7 +44.8 +44.1 +49.2 +47.0 +45.7 4; THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 ]. 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 45 ft S. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +50.5 +48.2 +46.9 +45.9 +45.2 +50.5 +48.2 +46.9 +45.9 +45.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -56.0 -53.7 -52.3 -51.3 -50.6 -69.1 -64.4 -61.7 -59.8 -58.3 7. THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +51.6 1 +49.3 +47.9 +47.0 +46.2 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -57.1 -54.7 -53.4 -52.4 -51.6 -70.5 -65.8 -63.0 -61.0 -59.5 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE 55 +52.7 +50.3 +48.9 +47.9 +47.1 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN. -5$Z SSS•8 -54.3 -53.3 52: �- -71.8 -67.0 -64.1 -62.1 -60.6 10. THIS SPECIFICATION DOES NOTI FFER-A PROD V D CERTIFICATION. REFER TO ANY SEPARATELY • 60$ +53.13 X31.2 +Q9.8 X48. `. ,ft +53.6 +51.2 +49.8 +48.8 +48.0 SUBMITTED TEST CRITERIA AND OTH V{LS-_? ESIG STALLATION INFORMATION AND APPLICABILITY • •••• OF THESE TABLE VALUES WHICH IST BE �EQ'I - R ACCORDANCE WITH GOVERNING CODES. • • • • -__�_ // 11. ADHERE TO ALL LOCAL IMPACT ECT10_ •••••• • ••• 12.NO CERTIFICATION IS OFFEREDi.O 'EGRI HOST STRUCTURE. • • �I �� 13. EXCEPT AS EXPRESSLY PROVIDE ER DDTTI ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I\1 QR ZONE 4 EXT C1 GHT EXPLAINED LEAST HORIZONTAL c w m w z N O T m n •♦ wm z=O-pCEm=I- 0 T �_ DIMENSION m D Gl m G) X m m G1 a=34°/ FF LEAST fIORIZONTAL DINENS- OR 40%OF� N ROOF 4FF EAK ROOF r Z m 0 z c y(n�m z-z1 �L HGIGH WHICHEVER IS SMALLER, 3lrf•1�1f?F�LESS THANHEIGHT 5 C M m o G1 O 3-I=_--;-4.D,m m X 0 � HORILaIfIfiL DIMENSION COR 3FT.USEa�DiIE 5 IF AT AP D D z V r"y C z:: (n Z CQNSULT QN ENGIIOEE�2•FO�t A MORED�IIRC INTERPROOF 5 4 In=O z Ln O D N a-O m=-q m 3 Z m n RLKlUIRBDR a • AVE HEIGHT mPO G1toA 3DCT R°pw . -i DD • • 2 21Gl-izmmm> 1m7 - �t HT �n y O c m 0[1 G) .'ny l.'nl= (7 W � r•••• • • }-- •HEIIGIHT 90zmzM0nvz>mzzm m O• O5 ��OTO9�Dzrmirn�l p C z 4 <z �-4Z <>A o o (n 5 a PLAN VIEW DDD�xy >v,cN o m I71 vcZ=pOmrD��D Imil r�I1 C DCOMPLEX m u'm A-1 rnm (n -n z rELEVATION � aISOMETRIC CORNERS 5 O sz° o v o v O O o REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE _ ENGINEERING D O ISSUE GSS TSB 03/05/12 EXPRESS O r F r a m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 ® z o 00 o c z RE _ z REV 2014 FBC DGM TSB 06110/15 O a O v �-' 0 rn R L' UPDATES,2017 FBC FLB FLB 12117 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z Z 3 fl, r p u Z I�-� m DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, SUITE 106 D Ll D A DEERFIELD BEACH, FL 33442 m VTHIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z 71 A v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AU7H#9885 - V- -' O o WRITTEN CONSENT OF ENGINEERING EXPRESS,ALTERATIONS, 1 z~ in 0 m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 1 O E:HE p Z /y� PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM ' { co IT r M IAM 1•DA©E MIAMI-DADE COUNTY , 1111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD A"—COD ISTRATTON DIVISION T(786)315-2590 F(786)315-2599 rI E OF ACC-EP T E OA) www.miamidade.¢ov/economy LCGIWindows and Doors,Inc. 25u'Street 33172 ing issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code„izielw mgr Vetocity-Hu icane Zone. DESCRIPTION: Series"Sentinel I10" Aluminum Single Hung Window-L.M.I. Ing o. W10-03, titled eves Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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. 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 sit.&tht-mgnqt of thei-Buildin>,g Official. This NOA revises NOA#15-0512.10 and consists of this paged and rvi4cr 1ap� .S—li - d E-3, as well as approval document mentioned above. ..' ..; •.; ••• ��• The submitted documentation was reviewed by Manuel Perez,P.E. . ... . ... ... ' • • • . 4h No. 17-1018.08 MIAMI•DADE COUNTY �ti . . i. .• • • • • � � � •F��piron Daae: �eptember 22,2020 Approval Date: becember 21,2017 Page 1 ... . . . ... . . . .. .. . . . .. .. ... . . . ... . . CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 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, DurasealO 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 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, DurasealO and Super SpacerO 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 6) Forced Entry Test,per FSC 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-Ru"kaue.TeA Laloratpry, LLC, Test Report No. HTL-0080-0101-10, dated 02/8 /10 *-W*q*i • se�eJ by Vinu J. Abraham, P.E. (Submitted under NOA Na..�19�-VMt?J7)' ' • Manue PQxa .E. • ••• • •• Product Control finer No. 118.08 '.' ;• ,FIpirlftn D Ott: 6 ptember 22,2020 Approval Date: December 21,2017 E- 1 ... . . . . ... . . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 L 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 "Butaciteg 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, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J.Abraham, P.E. (Submitted under NOA No.10-0510.11) 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. 14-0915.06, issued.to CGI Windoyvs 4 Doors for their Series "Sentinel 110" Aluminum Single H;4g W�*�d k -.:L.-MI:approved on 02/05/15 and expiring on 09/22/20. MA6 1-n�& Manne er ,P.E. • "' • •• Pr"VcJC.pntolfifaminer ' ' ' • • 110N . 17-1018.08 :ZWir j"on D%& Sgptember 22,2020 Approval Date: December 21,2017 E-2 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 D dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 "SentryGlasOO (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB GIass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saal'e� - o or ass nter a ted 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition (2014),with FBC 6th Edition (2017),and of no financial interest,dated September 14,2017,issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad;P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows &Doors for their Series"Sentinel 110"Aluminum Single Hung Window-L.M.I., approved on 08/06/15 and expiring on 09/22/20. • '•: ; ; .•. ; .•• Manuel re ;P.E. "• ' • • PitflVetEpntr E miner • . . • • • • • %X),�No. -1018.08 ••' :• ,pir tion D%ti!: S%Ptember 22,2020 Approval Date: December 21,2017 E-3 • •• •• • • • •• •• 53 1/8" 52 1/8" 52 1/B` c7 " FLANGE WIDTH BUCK WIDTH BUCK WIDTH ��lj n 47 7/16- 47 7/16" 47 7/16' o_ D.L.O. (FIX. UTE) FALSE MUNRNS D.LO. (FIX. LITE) FALSE MUNTINS D.LO. (FIX. LRE) Z ro• 3 (SURFACE APPLIED) (SURFACE APPLIED) 6"MAX. 20 9/16-** OPTIONAL 5 1/2" MAX. 20 MAX. ** OPTIONAL 20 9/16' Q�- n AX. 5 1/2"MAX. MAX ** HEAD/SILL A HEAD/SILL HEAD/SILL A7 HEAD/SILL HEAD/SILL HEAD/SILL a f N CORNERS 4 CORNERS 6 CORNERS '� �p' O - ---_ — 7 Q Ij II II II II 05 V R n u u u u u n ff_____ M II S _II 0 li:K g M ==R==r�-at===== '�� Q a o c M _J B ii / ii b M ci 81 ii / ii b M Dz Q N 00 3 i 4 II ii 6 II it f 0 7 B II II= Z W j Td LL W N 7 II jc��g � �0 to m ' M v --II _ II n i n II I' \ N 0 M W M Q II IIm M n� M J II II � M M , II II m I > C II > II II j II II Z C M 4 ii ii 61 �i ii m 2 1 7 � II 3 3 m n = O x m� m N 0 W LL 47 7/16" 1 sZ 47 7/16- D.L.O.• • m�p (VENT) \mw (SUFALSE MUTINm RFACE APPLIED) . . NENT) Do OPTIONAL L.O. Frn (VENT) C • • • sD 1 so 1/4^ m 50 1/4' /n In •••• • •'ENT WIDTY VENT WIDTH VENT WIDTH w 3 N IMj I O I•I�tX"& FLANGE AtAPTOR FRAME EQUAL LEG FRAME FIN FRAME c zJ "' • •••• • • O N •SERIES S NEL 110 M SINGLE, WINDOW o TYPICAL ELEVATION �o a � • •PECIQN LOAD 9j11Nr♦A THESE �I�DO�'j TO BE R N U�21-1 .CHARTS SHOWO OM SHF.FT ••• 0 00*00. 0 •VINOVAL APPLIES TO SINGLE UNITSOR SIDE BY SIDE COMBINATIONS OF S.H./S.H. 016 ilWry_r.HUNG W17�.•IAIT�i•OTHER MIAMI—DADE COUNTY A •AP�ROVED WINDOWS USING MIAMI—RAPE.COUNTY APPROVED MULLIONS ** • �lfWEEN. CENTER ANCHOR REQUIRED WHEN o LOWER DESIGN PASSURE FROM QJA:AS OR MULLION APPROVAL • •NI@L•APPLY TO EWTIRE SYSTEM. •••••• SPACING EXCEEDS 20 9/16° •THIS PRODUCT HA*BEEN•CYiSIGNED A40 TE nn TO COMPLY WITH THE €d REQUIREMENTS OF THE 2014 (5TH EDWON�(�TY•(6TH EDITION) FLORIDA _ LAMINATED GLASS • •OULSING.CODE IN•LOWO HIGH VELOCTf'`HURRIC4NE ZONE (HVHZ). o <m n INSULATING LAM. GLASS I 'ioDES oR zfiY wd6q @UF9 BUCK FASTENERS BY OTHERS, MUST C LARGE MISSILE IMPACTDESIGNED ANDINSTALL ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACTS ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE '\\�1n111 t111T(7i MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURA T 'ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. :: e; i I p ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. '. UO SF o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT z N .70592 o f n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT'RE\riVD REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. asm rAyms Jth dr Fkdb a u THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 3 Ode°gC°M �� 0 FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY Acccpee�ce hb �Ig ®' ATE OF ��: drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR Hxpirat a Deac 2bzD ••. <ORIDP.•'' ®�` WATER INFILTRATION RESISTANCE ETC. % s1 (y�� W10-03 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFlCIAL. Nlfami nde Product 77A ®NALVV Sheet 1 of 9 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS � DESIGN IAdD CAPACITY-PSF DESIGN LOAD CAPACITY-PS? Mo FLANGE DIMS. BUCK DOES. GLASS TYPES'A'&'AL'GLASS TYPES'B'&'Bl' FLANGE DIMS. BUCK DIMS. MAX.TOP LITE CLASS TYPES'A'&'Al'GLASS TYPES'B'&'B1' O o WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) MOTH HEIGHT MOTH HEIGHT 'A'DIM. EXT.(+) TNT.(-) EXT.(+) 1NT.(-) 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 53-1/8* 76' 52-1/8' 75" 36-1/4' 75.0 75.0 00.0 85.0 O F~ b�qp 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 49' 79' 46' 78" 39-1/4' 75.0 75.0 80.0 85.0 Z M iy 3728' 36' 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8" 75.0 75.0 80.0 85.0 F g k iF6 a 49' 48' 75.0 75.0 80.0 85.0 1 31' 30" 63-5/8' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 33' 8.5" 32' 8+' 60" 75.0 75.0 80.0 85.0 3 Q N 19-1/B' 18-1/8' 75.0 75.0 80.0 85.0 37' 36" 51-1/2' 75.0 75.0 80.0 85.0 O C 26-1/2' 25-1/2' r75.0 75.0 IOU 85.0 43' 42" 45-1/4" 75.0 75.0 80.0 85.0 37' 38-3/8" 36' 37-3/8' 75.0 80.0 85.049' 48' 75.0 80.0 85.0 53-1/8' 52-1/8' 75.0 90.0 85.0a:w WIDTH cw9 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 = ?W Q 6 O 25-1/2' 75.0 75.0 80.0 85.0 m J O y 50-5/8' 36" 49-5/8' 75.0 75 80.0 85.0 Q W j LJi. 49' 48' .0 75.0 80.0 85.0 Z_NO 53-1/e" 52-1/8' 75.0 75.0 80.0 85.0 ..(O 1D J 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 % Q W m f 28-1/2' 25-1/2' 75.0 75.0 80.0 85.077. 37' 63' 36" 62" 75.0 75.0 80.0 &5.0 J 49' 48" 75.0 75.0 80.0 B5.0 o m N 53-1/e' 52-1/8" 75.0 75.0 80.0 85.0 \ 19-1/8" 18-1/8' 75.0 75.0 80.0 B5.0 j 26-1/2' 25-1/2" 75.0 75.0 80.0 &5.0 .,.. N 37' 76' 38" 75' 75.0 75.0 80.0 55.0 UNEQUAL LITES (ORIEL TYPE) 3 49' 48' 75.0 75.0 80.0 85.0 3 rt 53-1/8" 52-1/8' 75.0 75.0 80.0 85.0 = O 19-1/e' 18-1/B' 75.0 75.0 60.0 85.0 p0�wl 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 F- 37' 85: •36' 84' 75.0 75.0 90.0 85.0 < 46-1/2' • • 45-d/2' 75.0 75,0 80.0 85.0 ' BUCK DIMS h"TYP. o p H N o n •••: \ _ • • W O M • \ • z J^ • •• • • WIDTH • • FLANGE FRAME N 3 0 • •••••• w 0,m _ FLANGE DIMS O Q J • •••• • •• •• •• w U.-� r 0:0* • • BUCK DIMS n *000 0000 • w • • • • 00* EQUAL LEG FRAME • • ••••• • •• BUCK DIMS • •••• • L'(!lD',L LITES •• • 0000 • a n N o<W FIN FRAME \`j1ULulrrr o A 777. BUCK DIMS PRODUCE REVISED - NOTE: -plFmBwithfFhwids til :scildi GLASS CAPACITIES ON THIS SHEET ARE 0 Ace tante No O PJ. � BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME F..xP;atAtnDntc pzD ATE OF drawing no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS % <ORIDP.•'•�\�� W1 0_03 DECLARATORY STATEMENT DCA05-DEC-219 Hari aAePraduct r rYlllIILTIY sheet 2 Of 9 1/8"ANN. GLASS 1/8'HEAT STREWD GLASS ;�wU o M .075" InteHoyer .075'Interlayerto Saflex CP With PET Core Saflex CP With PET Core o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z n J OR OR .090' Interlayer .090" Intenayer 0 I- n r•q Z Saflex Clear And Calor Glass Saflex Clear And Color Gloss F w ? I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' f a- OR OR 9a X60 .090' Interlayer .090" Interlayer 0 0 N� -�j o SentryGlas SentryGlas d N OR Kuraray America, Inc.' Bra By 'Kuray America, Inc.' BO W LL 090" Interlayer 090' Interlayer 0 N Trosifol PVB Trosifol PVB v C ei By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Or O 2 0 m 1/8"ANN. GLASS m 1/8"HEAT STREN'D GLASS 0 IL a SILICONE M SILICONE O MI .. GE 1200 M1 GE 1200 LL 2(A o cs i li DOW CORNING 899 cc i! DOW CORNING 899 r i7 it DOW CORNING 995 DOW CORNING 995 J t7 J .i :i i !II ll. O a a ° ° W E8 W E8 M4 AT 1/4 POINTS ON LUES M4 AT 1/4 POINTS ON LTTES U W WIDER THAN 36' W WIDER THAN 36' C GLASS TYPE 'A' GLASS TYPE 'B' c "OVERALL LAM.GLASS 5/16"OVERALL LAM. GLASS 3 N (L.M.I & S.M.I.) N 0 0 1/8"ANN. GLASS I/8" HEAT STREN'D GLASS • • • 075" Interlayer .075" Interlayer �_ °H 4 rn • • • •• • •flax CP With PET Core Saflex CP With PET Core •••: • • By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' n m • • OR• OR z O 0 3 N •••••• .090" Interlayer 090" Interlayer C • •••• • • Sa*x Clear And Color Glass Saflex Clear And Color Glass N Z o • • ByiEastman Chemical Co: By 'Eastman Chemical Co.' O • • OR* OR N O v • •••• 1/4"AIR SPACE .090" Interlayer 1/4"AIR SPACE .090' Interlayer CD O Q J •• •• • I•ee><ryGlas SentryGlas N CJ •••• • • • • •By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 • • 1/0"ANN.CLASS • ••F• OR � p •••• • 090'Interlayer 1/8"HEAT STREN'D GLASS .090"Interlayer •••••• •♦rosifo , ' merica,I PVB Trosifol PVB • • • • B •y+•'Kurcray AmericaInc. By 'Kuraray AInc.' 8 o • •••• ••• o8r�r • • • •• • 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS M c • •Z SILICONE i m SILICONE € • • 3 • _GE 1200 rn _GE 1200 • DOW CORNING 899 DOW CORNING 899 •••••• ••• M1 DOW CORNING 995 MI 'i 'i- DOW CORNING 995 a '_� • i. PRODUCT REIASED of • 0000- it XL EDGE SPACER li ij a—plying with the Fiddlm Nom o XL EDGE SPACER Building Codc Y !j Ij ST STEEL BY'CARDINAL' it ��i ST. STEEL BY'CARDINAL' Acccp[snce Dlo fl� .0 o< OR OR F irstion Dere BY 0 OR OR 13Y 9' E9 SUPER SPAEAL CERQBY'DUANEX' �' E9 SUPER SPACER QBY NQUANEX' A u ade Product ```\\\\H III InIIiITr /' o W W �� Jr:6EN• i r •r W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES J GLASS TYPE 'Al' GLASS 1'YYE 'BI' - 0.70'OVERALL INSUL LAM.GLASS 0.70" OVERALL INSUL. LAM.GLASS (L.M.I ONLY) ® tu; '• S 7E OF [v\ drawing no. (S.M.I.) : oraoP.•' ®ems: IN ORDER TOQUALIFY FOR SMALL MISSILE IMPACT RATING �i� ...... EXTERIOR PLY OF GLASS TYPE'Al' k '81' MUST BE TEMPERED. TYP SEEELEV. ELORS FLANGE & FLANGE ADAPTOR FRAME U 1 BY FOR SPACING "10 WOOD BUCK METAL\ STRUCTURE '4 Zr[ EDG&�D15T. TYPICAL ANCHORS roymr- J3 d _____ _____ _lSEE EE _ __________ o F O FF b N FOR SPACING o j I MIAMI—DARE COUNTY APPROVED 0 MULLION h MULLION ANCHORS EDGE DIST. `� DIST. s I SEE SEPARATE NOA y y II ll Opv a ct o Is I i EDGE DIST. i i d d{tuy EB Ij ij of H 11 1of 0,0Eag q M2 HE O a rn LL O Q rr ii ii S5 \ TYPICAL ANCHORS TYPICAL ANCHORS O df u SEE ELEV. SEE ELEV. y y p jl jl FOR SPACING FOR SPACING Q W j i W y 1!i MB j 0 m O woo. BUCKS AND METAL STRUCTURE T BY CGI WOW. Q w m 2 0 2 3 � MUST SUSTAIN LOADS IMPOSED BY GLAZII SYSTEM L ANDiiTRANSFER THEM TO THE BUILDING STIR TORE.i ^ i c=11` TYPICAL ANCHORS: SEE ELEV. FOR SPACING II! !I I SWEEP LOCK OPTIONAL TO I-.�2 3/8' MIN. 1/4" DIA. TAPCON BY 'ITW' (Fu=125 NSI, FY-100 KSI) v U _ n EGRESS LOCK I 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) AT SILLLiu 01 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES v - 3 N n — 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMB © E5 THRU 16Y BUCKS INTO CONC. OR BLOCKS p0 w a, 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N O • •Ea 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) c WHEN USED THE MIN. WOOD BUCK o= • • P4 • • • -i-i DEPTH SHALL BE DIRECTLY INTO CONCRETE OR BLOCKS o N o • •• I I. 23y". THE USE OF � y v~i ••• W • 1 ji,j DEEPER OR BEVELED WOODBUCKS IS —1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3.1 N M *0000: i PERMITTED. 1/4" MIN. EMBED INTO BLOCKS (JAMBS) F -0 3 m • •••• W • • * cZ�^ • it LF DRILLING SCEEM (GRADE 2 Cl 3 0 -n • • I•• • �I:I INTO MIAMI—DA TY APPROVED MULLION OR C) m • 0000 0•• •• x INTO METAL STRUCTURES (HEAD/SILL/JAMBS) U • 9:00 • • 0•• • !i! (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE c •••• • �•• • �i! ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) •••••• !!4 1 STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) •••• • • zo• • d (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • TYPICAL EDGE DISTANCE U • •••• •• • Sa •• • 1 INTO CONCRETE AND MASONRY = 2" MIN. p 4 a • •• ••0 • 23 INTO WOOD STRUCTURE — 1" MIN. • 1 • • INTO METAL STRUCTURE = 3/4" MIN. • • I WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. •••• M9 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. F^ o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. o a m o 0 O 2 1 oC u v C PRODU('T REVISED \\\1111111] O b as complying with the FkCWai BuildingCodd to Q a ccePtance No! /018.08 •: ucENSF"••Cd n r:.Pimtion Date �•d� 2 .. Q. a )adalProCtu:t Ccn+tr - ;'�T_ `g ,e N d EDGE DIST.'t a $ TYPICAL ANCHORS ••, � TYPICAL ANCHORS SEE TATE OF ((/� drawing no. .. FOR SPACING SEE SPACING n '•....... ,.•' 1� FOR SPACING NAL y�c?. W10-03 WOOD BUCK �i /® 11111111\\\\ sheet 4 of 9 1/4'MAX. BUCK WIDTH ,/4•I�,X. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS o Z n J TYPICAL ANCHORS TYPICAL ANCHORS QI- F' z SEE ELEV. S6 S5 SEE ELEV. Z tTj FOR SPACING Mg 2 FOR SPACING f W Z N al t Ms FLANGE ADAPTOR FRAME COogM STRUCTU E o ETALJ 1 1/4' 0 ni a >m w &am 8 Q aoa _._ _.._.._.- -- . _ w Q dJtJ¢ W j 0 EX'T'ERIOR t WOOD BUCKS 1 D.L.OPG. v' E1 i! O Q W ami f F II !I O O � (/I N / N t 4'MAX. BUCK WIDTH 1/4" MAX. :I - SHIMS SHIMS W ! U TYPICAL ANCHORS O (z1 R. SEE ELEV. TYPICAL ANCHORS 1 FOR SPACING SEE ELEV. 0 .. a v FOR SPACING i N O L o I O ui w • •••• l� • 1 t/ O 3 N� m • • •••.• ..• • • Y WOOD BU z _0 3 r1 • � • WOOD STRUCTUR • o .w ••••• E2 N o� • • 1BYKS - d CD pQ J •N�t�BUC • ••- •• •• 1 N U r eses •0•••• • • •••• MIAMI-DADE COUNTY o o- R • • • APPROVED MULLION m o P •••••• h MULLION ANCHORS 1/2'TYP. q ••••• A4. SEE SEPARATE NOA O g C • • • BUCK A4••• BUCK WIDTH o g • • •• •• • •• INTALLATION DETAILS SHOWN ON PAGES 4 •••••• • • AND 5 APPLY TO BOTH FLANGE FRAME AND • • • Fr=_T� FLANGE ADAPTOR FRAMES. 0000112, lz�PRODUCTREVISEDcomplying with t60 `3.iWing Cote \11111 0 + — a«oltal,00rtol�•IOTB ,pirationDate �� JB�......Rs� o:� r •n �::mi az\N PraAuct No. Ui 7A592 - y yll ff i.�•'. '�� O TATE OF ��` drawing no. {#14 X 1'FH.SMS. '. s' .<ORIDP,••'�® W10-03 i��'''fit 111%1" ` sheet 5 of 9 TS1E'PEIC ANCHORS METAL EQUAL LEG FRAME V 1 B FOR SPACING STRUCTURE WOOD BUCK ° m of . TYPICAL ANCHORS F____________________� o 'EDGE°.DISI. SEE ELEV. o m 3 d a FOR SPACING L� e' MLAMI-DADE COUNTY APPROVED .a • d.° _ ANCHORS r e _ ...: EE SEPARATE z EDGE � � 11 MULLION& MULLION I I O h m Z � N GE DIST. 3 0 � m �j 5 E NOA I I (•W n� EDGE DISI. a o o O I I O W�`v U EB 0 TYPICAL ANCHORS TYPICAL ANCHORS O' M o0 .I M2 SEE ELEV. SEE ELEV. O a 0 6 !i!i S5 FOR SPACING FOR SPACING O 0 G TYPICAL ANCHORSSEE MIAMI-DADE COUNT C Z g ! ! FOR SPACING APPROVED MULLION Q w no a Y^p ti !li!i M9 & MULLION ANCHORS z - 0 4!I 1/4' MAX. BUCK WIDTH SEE SEPARATE NCA BUCK WIDTH BUCK WIDTH SHIMS Q w m f r o O N III SWEEP LOCK 1 1/4"° � e OPTIONAL TO _-- _ _ _ I _ ,�J U M EGRESS LOCK EB .I AT SILLIF - — _ - - - - — 3 Q • _ ¢ C I•. • • • _ o O N o • • W • •• • •••• 3 M • • F" • I 1 1! m 'v EJ Eb #14 X1" FH. SMS. w O 10 ro •••••• III z U 3 • •••• P] • • I� z C Z Ia-y • it it N 3 O e� o w � •• L) •• • •••• • EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY N U ~ • • • k • •••• • • g•• • !j!i E>i INTO WOOD, CONCRETE OR METAL STRUCTURES •••• • o•• • u 1 WITHOUT THE NEED OF A WOOD BUCK. Zoo 0 • s • • • w 450: 2 3/8" MIN. •:•••• •• • S4 ,•• • 23 *00000 go E6 •••••• ! z_..3 TYPICAL ANCHORS g'. - I SEE ELEV. o S $ O" V1 6.p yi g wilt^r,D FOR SPACING o e m iI 2 14 N j}s comPiyin6 wiU\Uxa FfarY6 � 1 C 1 Acct nla$nCOt ! -1018.08 � \\\SOI��1,��i� o E2 Ezpieation Date 7b , 0 a tt --- t7Yw��i rrdr Product2 ` WHEN USED THE MIN. WOOD BUCK N•' a s DEPTH SHALL BE 2%". THE USE OF EDGE DI TYPICAL ANCHORS — ti DEEPER OR BEVELED WOODBUCKS S - SEE ELEV. - PERMITTED. STATE OF ((�� drawYng no. e.� 1BY I FOR SPACING ' WOOD BUCK •f20R1OP.•�i�� c� W10-03 I TYPICAL ANCHORS FIN FRAME y„U SEE ELEV. ILLUSTRATIVE DTLS.ONLY n EXT. OR INT. FINISHESFOR SPACING !!1 0 NOT BY CGI E71 Qm n� HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING A. ''6 p NOT BY CGI O w N g a U #8 SMS (GRADE 2 CRS) 9 ,42 _ E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURESLA � EB ---- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD v 6IyT� !! CAULKING o y lq i!I M2 0_^ya a li Q W N LL o o Jf7myJ� Q W I.,E r O vi N 11 SWEEP LOCK 1 OPTIONAL TO U EB EGRESS LOCK C AT SILL o � N n O ES WOOD Y CGICTURE 1/4'�MAX. BUCK HEIGHT 1/4"MAX. N 0 r, GAP 0 ai 4 1/2"MIN. 1/2'MIN. V) • • • o^ 0 F=-FIAN m n • •••• W • •• 'N� • • II[� m ial 3 M 0 M Z D n D2 `Z�� • •.•• W •.•••: t i 9 � 30—n • • �•• • I I � v, oma.. .0•••• •• .• o BACKULU w U O • • • CAULKING N 0410000 • • �•• • I'I' - --- 0 j I I 0410.• • a•• • �� 1 — G 41.41•.• � -- �� • i• 4141•• • ��• • ! I. o-o • • w i i. - _ __- 12 �o El W .. •.. G� . ; yaa • • . . S4 • 4141 � 1 � • � HOUSE WRAP •• ••• .••• E6 NOT BY CGI o N „ • • E3 EB EXTERIOR m f Nang o 4141•• M9 _ O.L. OPG. v < m 2 14 ;•t[ODIICT REVISEA7 WK. ;xs complyirri with the l lofi'lh \\\111111111 CAULKINGi>'.8cn� .�`\ P® AN111�i m E2 ?.cccpt-m Nol-( `• J "p!�4g,�•� 0 1 &:pirntion Date 7(1 vGENSF 4141 CJ I HOUSE WRAP X PJo.l 92 NOT BY CGI $� i,m de Pru ud Ciletth)11 - �- ffTYP�IC�AL � .t c3 3ad7 •••�� TATE OF Qy; drawing no. 4omoP.• cyo�� W10-03 1 . FOR SPACING ,1j111111111\\\\\ sheet 7 of 9 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS u U E1 CGI-1GO 1 FRAME HEAD 6063-T6 - �� o E2 CGI-101 1 FRAME SILL 6063-T6 - E3 GGI-102 2 FRAME JAMB 6063-T6 - Z w J E4 CGI-103 I MEETING RAIL 6063-T6 - 0 n E5 CGI-104 1 LOCK RAIL 6063-T6 - W ?, n I E6 CGI-105 1 HANDLE RAIL 6063-1-6 p O.V.. ou E7 CGI-106 2 SASH RAIL 606J-T6 - 0 N IL EB CGI-107 AS READ. 5/16"GLAZING BEAD 6063-T5 - O E9 CGI-1 OB AS READ. 0.700'GLAZING BEAD 6063-T5 - 0 t y y E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 .ryr�1il Ell CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 d 0a/ E13 CGI-136 2 FLANGE FRAME JAMB 6083-T6 - y p dm N E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Q w E77 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - QwOyE r AL1 I CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - O M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2 UTE SETTING BLOCKS rn / EPDM DUROMETER 8035 SHORE A 1,19 SUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EQUIV. j MID - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUN. C M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 30 M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SULLIVAN 3 n M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = 0 rj M14 E2601 BWN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. N 0 M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M -0 N •••••0 M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M O N o • • • •• • •• M17 A30730401-32 I/WDW. CAM LOCK ZINC TRUTH OR EQUIV. y vO1i • 0000 w • • • • • M78 CGI-132 2/WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. •••••• • • M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M Z CZ • •••• • • : • : M21 - 2/WDW. B/T BALANCE TAKE OUT CUP - BSI OR EQUN. N 3 L�NO_ 'o• • •••••• M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN w O E • •••• •• •• •• •• M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. w U O • • • • • L(nil • •:•• • • •••••• L�4 - 2 OR 3 CORNER # 10 X 1 1/4' LG. PHL. PH. SMS. ST/ST.ASSEMBLY SCREW - - 400006 • •••• - 4/WDW. H 8 X 1 2'PH. SMS.ST/ST BALANCE BRACKET SCREW2/WDW. # B X 1'LG. FH. SMS. ST/ST. SPIRAL B.ASSEMBLY _ 8- 2/ LOCK # 6 X 1/2' LG. FH.SMS. •CGI-133 &CAM LOCK M W • 0000 • 4 j •• • 0000•• • 0 .• • •• • 0000 • • • •0000 • • • c v n < •00• o- v o� c G'ROIItICT RBVISBa \\\1111111 O a,-.14Y„g with I%$Flmt& •- nccePtmcn rw 17-101 A GEN, '•.® iixpiration Ds1eEly _. h7itmi adz .70592 Przwet TATE OF �•�� dr wing C1RiD%A-,' \1\1 W10-03 �\V�� sheet 8 of 9 I--2.505- -2,505- 52 I1�4% o S2 ,Y o �m 3 1.745 .817 1.550 .811 1.680 O Z F- .745 .085 1.245 N Q TYP. .745 .TO\6P5 j 3- a n 0 0 1.015 fes- 1.015 4� F�1.385 .® a��+I IL Els FLANGE FRAME HEAD et FLUSH FRAME HEAD E11 NAIL FIN ADAPTER w' p 1.593 1.583 1.007 ol OR m o p apo 0N�� .745 w F065 065 I Z y TYP. T1P. .065 2.113 J Z Rml Q J NP. 368 3.675 1.429 3.175 3.ns l.ols VENT TOP CORNER Q w0 1.429 .500 1.220 \ 1.000 'Soo T-I E4 MEETING RAIL� FRAME TOP CORNER J c 2.505 I fes- k--2.505 0 0 F1,2211- J �+ Eta FLANGE FRAME SILL O FLUSH FRAME SILL ci 0 w E �g V) .500 1.043 3 1.01-, 1.301 N o 1.788 o p S2 N u7o 065 N M • `,• .065 ' Li p M .� �� z • 9 • • • NP. 1.075 w C • 0'1400 • •2.440 o • • • • � I � 3� -n �• • E5 LOCK RAIL I w :Lc w • 0000 0000 • • • • 7.015 FRAME BOTTOM CORNER „�� U :r VENT BOTTOM CORNER N • .745 ••• •• .745 J2.195 • ••••�h460 •• •• I • • • F^-2.346 E1g•• FLANGE FRAME JAMB ••• L J FLUSH FRAME JAMB I�j"(1"1-111 °F € L Ll 1.892 0 0 0•0• • .065 • • .490ke .120 •{F- 1. Typ,TYR050 1.015•• ••• • •••• HAND RAIL •••• • ttWvtsenith O m FB • E9 as cnm g1 ng t1x Ft0T1dA0 516" C�F•TWG!tlEAD � .700" GLAZING BEAD C+n;ldi Grde 1.395 1.aa9 faaimluntDmc @"'•4 F � � p-1.395 1 .745 1.450 .180 AY z - J _ I�.180 i h �I- 3 Mian Uede Froduci _ N .70,592 JJ��J�-JJl .293 9«a .050 ,pgp 1.0251075 .550 .050 •� �` 0 .065 11.4131 sV 5®••. IE OF •6(7�� drawing no. .• 1p� � %, ••• �c�, W10-03 M3 AL FLUSH FRAME COVER 79 SCREW COVER O SASH RAIL E10 FLANGE ADAPTOR MiAMi-©ADE MIAMI—DARE COUNTY,FLORIDA e 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 N09ff OF ACC CE OA www.miamidade.gov/economy C&Iindows &Doors,Inc. W 25 Street Fl.33172 This is emg issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (Tn 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 C de,inaltidingthe Velo l4n ' ' ne one. DESCRIPTION: Ser `Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. MENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I I of 11, dated 03/29/10 with revision "H" dated 09/05/17, 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. N1ISSILE .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, 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 pjr vid ed to the user by the manufacturer or its distributors and shall be available for inspection at the joltsite at jhejoq fest ottle Building Official. This NOA revises NOA No. 15-0929.13 and consists of this ]Aje jn j eyi Joe p ages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. .• ••• •• • • • •• The submitted documentation was reviewed by Jorge M.Plasencia,P. E. • ... . •• • • • • •• '•' '.'NOA No. 17-0918.09 MIAMi•DADE COUNTY Expiration Date: September 22,2020 t�� t , • p�roval Date: November 02,2017 • Page 1 • • • •.. • . CGI Windows &Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test,per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted tinder previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) .0 see . . . . . .. • .. . . . . ... . .. ... .. . . •• • •.. ..� �� orge M.Plasencia,P.E. • Prod et Control Unit Supervisor • •N0A No. 17-0918.09 . . .. . .. . . . . • • • Ezpiratioli Date: September 22,2020 Approval Date: November 02,201.7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC, TAS 203-94' along with marked-up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. .. ... . . . . . .. • .. . . . . . • .. . . . . ... . .. ... .. . . . . • ••. ... ••• ge M.Plasencia,P. E. • • • . Proz t"optrol Unit Supervisor • •• :. • : . ; ;NOA No. 17-0918.09 • • ••• Expiratioh Dare: September 22,2020 Approval Date: November 02,2017 E-2•;• • ... . . . . . . . . . . . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. 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. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 ;ixougk I1 of 11,dated A,3/29/10 with revision "H" dated 09/05/17, prepared by Al-F400q�(fo00rjtiQn,,��g!ed and sealed by Javad Ahmad,P.E. •.' ..: '.: , • ••• • ... . cage M.Plasencia,P. E. • • • • : Pr 0t tobtrol Unit Supervisor • •• • :. ' ; ;NOA No. 17-0918.09 • • ••• Expiration Dace: September 22,2020 Approval Date: November 02,2017 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol(k Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/2 t F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 61h Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahm P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. .. ... . . . . . .. • .. . . . . ... . • ••• • •.. , Qrge M. Plasencia,P.E. • • • : ' : Pr t�cQitrol Unit Supervisor • • • • • • •• • i• ' • NOA No. 17-0918.09 • • • lfxpiratio'n Date: September 22,2020 Approval Date: November 02,2017 E-4••. • • • • ••• , FLANGE WIDTH BUCK WIDTH p� o 5 1/2' >2 tY o 8" 5"MAX. vl HEAD/SILL 5'TY mz Q y a 3 MAX. TYPMTG.STILE q MTG STILE Sdtom At o F n r HEAD/SILL 5 $ io 7 �.," ,n U 0.0 Q n O i iIt ii It 2 n E it f II F �1 F II F II 6 / p> I O /I it ❑ -___ it -__ ____JL_____ -___-t=— I O f to J z M J JL_____ W 0�1 f ti II II II 11 I II m m O B 1 I D I 91 t l f $ 5 V FALSE MUNTIN6 1 - ADDL.ANCHOR REgO. FALSE MUNTINS ADOL ANCHOR READ. n ( RFACE APPUm) 32 7/8' 32 7 B" (SURFACE APPLIED) 32 7/8" 32 7/B' AT CENTER OF ALL PANELS cn O / AT CENTER Of ALL P S OPTIONAL O.L OPG. D.L OPG. FIXED OR OPERABLE OPTIONAL D.L OPG. D.L. OPG. FIXEDABOVE OR OPANEL O I.J ABOVE 30'PAN IDTHS ABOVE 30"PANEL WIDTHS d 36 3/8' AT HEAD/SILL N H 36 3/8" AT HEAD/SiLI VENT WIDTH C VENT WIDTH NGE & FLANGE AD PTOR EQUAL LEG FRAME to 3 �rM -0 3 c CZ � 110` BUCK WIDTH SERIES SENTINEL 120 '�a 5 1/2" 1316" ALUMINUM HORIZONTAL SLIDING WINDOW o MAX. 5"MAX. m a HEAD/SILL TYP HEAD/SILL ? DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O A2 _ MTG. STILE o CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED U as complying with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY NDA-No. '17-0918.09 ]3 IT • • • APPROVED WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS Expiration Da e09122/2020 H u • • • • • • ••• •• �I n IN BETWEEN. 9€€ o • • By Iq 2 ••• ii• F jj F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Miam o Product Control ••• • II 8 u s WILL APPLY TO ENTIRE SYSTEM. U • _= TYPICAL ELEVATION FLANGE WIDTH p4�u o FLANGE WIDTH tU I 6• 5 1/2" a MAX. ' 5 5"MAX. a ¢ Z n 13 HEAD/SILL --{ 'TAP(. m� HEAD/SILL TYP. <¢ n R _MTG. STILE0 5' -_ - MTG. STILE Q S Z N m E it F II II F F DoH Et II F 6 II g ii ii 6 5 II 6 it /. II 6 /. C O w IM, 1FF O a o o s� 3 11 % II n n Oa Il II II �F2 n II II x C ZN nw m m J II I I m U m Z n Jp' II I I W y4:C 1r II II n II II a II Q W OI S f u u m u I I Al D It II 19 �� B' II 5 5 II II r1E. I g N V » FALSE MUNTINS -AODL.ANCHOR R£00. FALSE MUNPN5 ADDL.ANCHOR REOD. (SURFACE APPLIED) 24 1/2 49 5/6' AT CENTER OF ALL PANELS (SURFACE APPLIED) 49 5/B" AT CENTER OF ALL PANELSOPTIONAL pLOPGD.L OPG. FIXED OR OPERABLE OPTIONAL D.L. OPG. FIXED OR OPERABLE g OABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS p UJ B' AT HEAD/SILL AT HEAD/SILL NTWIDTH WIDTH o C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N o M ��11 •O� n 110" S c z ^ BUCK WIDTH o 5 1/2' 13 5/16" MAX. 51 MAX. U HEAD/SILL TYtp HEAD/SILL �Z 0 s MTG.STILE m 0 00 • • - W •••• • • •I I • I I I I O • • • II II N •• • 9 pII 6 II II F II II 6 • � iY 52 a a I7f II '% II '% 'o m !� J • • u II +' jl'�1, a m ••• • U m m 4 ••• •• II II _ 00 ••• • • •• I• II II � w •• •• • I� • II II m • • • • • II II � • • � 1`1llll lell�lIllAA II II 79 \\\ �� i •1 6:06 • ••• •• _ PRODUCT REVISED - - 70592 = a • • •• - as complying with the Florida Building Code • FALSE MUNTINS • _NOA-No. 17.0918.09 � o 0000 • (SURFACF•AFfW1W) - �4 1/ 49 5/B" • OPTIONAI6 D-L OPG. D.L OPG. Expiration Date Q912212020 OF (u drawing no. VENT WIDTH FIN FRAME Mlam Oa �,,duct Control ��/gs�0�•Q`,1�;``\�\ sheet I,1 of I I llh51GN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF v lu (XO OR OX SIZES) (XO OR DX SIZES) PRODUCT REVISED 1p o 13 compZ no with the Florida tY o STD.MTG.RAIL B.D. MTG. RAIL STD.MTG.RAH. H.D.MTG.RAIL A.D.MTG.RAD, Bulldin9 Godo GLASS TYPFS GLASS TYPES GLASS TYPES CLASS TYP&4 GLASS TYPES NOA-No. 17-09'I8.09 Z m 3 ro g^ FLANGE DIMS. BUCK DMS. 'A'k$1','B'&'Bl' 'B'k'111' FLANGE DIMS. BUCK DIMS. 'A'k'AI','6'&'111' 'B'k'111' 'C'k'C1' Expiration Data 09/22/2020 M 'Y WIDTH HOGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By_ 26-1/2° 25-1/2' 65.0 65.0 80.0 90.0 55-3/4" 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 Miaml-Da roduct Control O O-a 0 37' 26" 36" 25" 65.0 65.0 80.0 90.0 8-15/16 26' 7-15/16 25" 65.0 65.0 80.0 90.*05"5.0 d 53-1/B" 52-1/8" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 85.0 65.0 80.0 90. 5.074- 73' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0. 90. 5.026-1/2" 25-1/2` 65.0 65.0 80.0 90.0 8-15/16 38-3/8` 7-15/16"37-3/8" 65.0 65.0 80.0 90. 5.0p>37" 36" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2' 65.0 65.0 80.0 90. 5,0 I a CK38-3/8' 37-3/8" QO g5352-1/8" 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90. 5.0_ O74" 73" 65.0 85.0 80.0 90.0 8-15/16 50-5/8' 7-15/16 49-5/8" - - - -- .026-1/Z° 25-1/2" 65.0 65.0 80.0 90.0 83-1/2' 62-1/2° - - - - .0 Q w N 37' 36" 65.0 65.0 60.0 90.0 55 54-3/4" 65.0 65.0 60.0 90.0 65.0 65.0 Z O F 53-1 8' 50-5/8" 52-1/8" 49-5/B" 6@u 65.0 80.0 90.0 8-15/16 63' 7-15/16 62" - - - - 65.0 65.0 J Z m 9 J Q wetfa 74' 73° 65 65.0 80.0 90.0 83-1/2" 82-1/2" - - - - 65.0 65.0 O 2-/2" 25-1/2' 65.0 5.0 80.0 90.0 37' 63" 36' 62" 65.0 65.0 80.0 90.0 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 c 74" 73' 60.7 602 80.0 90,0 m (1/3W) (2/3W) i N (1/2W) (1/2W) G - OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH N M7 b 'XO OR OX' 0Gd 3 n n (.PE-1,1N,.VENTS TO BE 1/2 OF THE WINDOW WIDTH 3 a 'XO OR OX' C) O BUCK DIMS Y"TYp. BUCK DIMS BUCK DIMS • •••• FLANGE FRAME EOU L L� EG FRAME 0ANGE ADAPTOR FRAME 3 r •• FUNGEbIMS • _I r FLANGE DIMS ' •�•••• •• •• •. •• FLANGE & FLANGE ADAPTOR FRAME t2 m ••••• : • •• :••:•• Noomog . EQUAL LEG FRAME ..... . .... � aw •••••• E5 E21 i o - • • • •••••• )�':•'uce=NSF •® � 0 .7 •• • •• i •••• NOTE: - a •r•••• • • • GLASS CAPACITIES ON THIS SHEET ARE ATISOF =�� drawing no. E4 •• E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION moi ` '• IDP'' Cl-� W10-18 STD. MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 'i�� SAL<yla '/llnn11111 sheet 2 of 11) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED U (XOX SIZES) (XOX SIZES) as complying with the Florida of Building Code o STD.MTG.HAS H.D.MTG.RAI, STD.MTG.RAIL. B.D. MTG.RAIL H.D. MTC. RAIL Non-No. 17-0918.09 GLASS TYPES GLASS TYPES cuss TYPES 03163s TYPES CLASS TYPES Expiration Date 09/22/2020 0 F h m Z FLANGE DIMS. BUCK DIMS. T&'AY,'fl'k'Dl' 'D'k'BI' FLANGE DIMS. BUCK DIMS. Tk'Al'•'B'A'BY 'B'k'Bl' 'C'k'C1' B -� -W " a WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT-(-) EXT.(+) INT.(-) y N N 1 Miami-Da roduct Control L 4 74" 73" 65.0 65.0 80.0 90.0 1 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 O 106-1/4" 26" 105-1/4" 25' 65.0 65.0 80.0 90.0 106-1/4' 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 d N 111" 110' 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 65.0 65.0 p 74" 73" 65-0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.D 80.0 90.0 106-1/4' 38-3/8" 105-1/4" 37-3/8" *65. 0.0 90.0 65.0 65.0 110" 65.0 65.0 80.0 90.0 111" 110' .0 90.0 65.0 65.0 d(r0ILa74" 73" 65.0 65.0 80.0 90.o 74' 73" 0.0 90.0 65.0 65.0 0106-1/4" 50-5/8" 105-1/4" 49-5/8" 65.0 65.0 B0.0 90.0 106-1/4" 50-5/8" 105-1/4" 49-5/8" - - 65.0 65.0 �+¢Zp111" 110" 650 65.0 80.0 90.0 111" 110' - - 65.0 65.0ZN 74" 73" 65.0 65.0 80.0 90.0 74" 73' .0 90.0 65.0 65.0 I1G6-1/4" 63" 105-1/4" 62' 61.6 61.6 80.0 90,0 106-1/4" 63" 105-1/4" 62" - - 65.0 b5.0 QwMill110' 60.0 60.0 80.0 90.0111 - - 65.0 65.0 O N rn � U v C 1 � H � n (I/3W) (1/3W) (1/3w) [(1//4W) O(1/2W) (1/4W) in w N r a a D In O--Z N p r �N� n 0 0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'U 3 n d O Z�h 'XOX, XOX* 3 0 Uo¢ ES U O 14'TMP. BUCK DIMS X6 TMP. BUCK DIMS BUCK DIMS L ••.••• • FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME _ I •••• FLANGE DIMS y •••• • I • • F1J/JCE DIMS• •• '•"•' FLANGE & FLANGE ADAPTOR FRAME .... .. .. .. .. of v o • EQUAL LEG FRAME olw Ila • • �I� •••••• • • `�1yU111////7j •••• • : •••••• _ N .70592 '^ a •• • •• : •••. NOTE: •••• • • • • - GLASS CAPACITIES ON THIS SHEET ARE - �` u E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 8/� drawing no. • AND FLORIDA BUILDING COMMISSION o!•'' STD. MTG RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 �G`� W1O-�8 '/s/ 1�1il11`\, sheet 2,Iof 11 f I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACTTY - PSF PRODUCT REVISED �� n (XO OR OX SIZES) (XO OR OX SIZES) as complying with the Florida a o Building Code O STD.MTG. RAIL H.A.9'rG.RAIL M. MTG.BAD. H.D.MTG.RAIL H.D.MTG.RAIL. NOA-No. 17.0918.09 Z n 3 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLSS9 TYPES Expiration Data 09/22/2020 Q �' BUCK DIMS. 'A'&'At','B'&'BI' 'B'k'BI' BUCK DIMS. 'A'k'AI','H'k'BI' 'B'k'Bl' 'C'&'CL' WIDTH HEIGhT EXT-(+) INT.(-) L7R.(+) INT.(-) wlDn1 HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INA.(-) By Mlami-0ad roduct Control Q a 25-1/2" 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 OJ 36" 25' 65.0 65.0F8,0, 80.0 -15/16 25" 65.0 65.0 80.0 80.0 65.0 65.0 52-1/8" 65.0 65.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 85.0 Q'O C w 73" 65.0 65.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 0 25-1/2" 65A 65.0 80.0 7-15/16 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 0 p CYO M 36' 65.0 65.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0 37-3/8"52-1/8" 850 65.0 80.0 54-3/4" 85.0 65.0 80.0 80.0 65.0 65.073" 65.0 65.0 80.0 7-15/16 49-5/8" - - - - 65.0 65.0 jY 1{15 2 O n 25-1/2" 65.0 65.0 90.0 80.0 82-1/2" - - - - 65.0 65.0 Q O 36' 49-5/B" 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 J(ZS 52-1/8" 65.0 65.0 90.0 80.0 7-15/16 62" - - - - 65.0 85.0 73' 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 0 25-1/2" 65.0 65.0 50.0 80.0 36' 62" 65.0 65.0 SOO -80.0 52-1/8" 65.0 65.0 80.0 80.0 v C I 73" 60.2 60.2 80.0 80.0 (1/3w) (2/3W) �J 00 (1/2W) (1/2W) o�n '! G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH °M cv o N N 1n m b XO OR OX' 0 n n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH c Z ^ O _ 'XO OR OX' CD o O BUCK DIMS 66009 •••• N 8 4 X • • ♦ • •• • ••f p��FW 0000 • • • •••••• FIN FRAME N j • • • • • 0.00 '.'••' '0.00• FIN FRAME ° q ••• • 6 •06.00 = 9A �$ *09:00 • ••• • • •••• ``1AAA1111111/j1 , O • • f • 0000 P®...N�pp��r^, VV • • • 0• 000 • • No.70592 0000 • • 0000•• • • •• • •• NOTE: • •• • • '�' 'f GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. OUSTS) O OF k� drawing no. • AND FLORIDA BUILDING COMMISSION , �,''• DP•• y��c W10-1$ STD. MTG. RAIL• H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF PRODUCT REVISED 4� M (XOX SIZES) (XOX SIZES) as complying with the Florida STD.MTG. RAD. B.D.MTG.RAIL STD.MTG.RAIL H.D. MD. H TG.RA .D.MTG.RAIL Building. ode o Noa-Pio. 17.0918.09 Z GLASS TYPES CLASS TYPES GLASS TYPES CLASS TYPES GLASS TYPES °j Expiration Date 09/22/2020 RUCK DIMS, 'd'k'di','B'k'Bl' 'B'k'Bi' BUCK DIMS. 'A'k'Al','H'k'BL' 'B'k'Bl' 'C'k'Cl' WIDTH HEIGHT EXT.(+) INT-(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXr.(+) INT.(-) BY M amf- ad roduet control Q 4. �F o 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 50.0 80.0 65.0 65.0 0 [off U 105-1/4" 25' 65.0 65.0 80.0 80.0 105-1/4' 25' 65-0 65.0 80.0 60.0 65.0 65.0 N J 110' 65.0 65.0 50.0 80.0 110- 65.0 65.0 80.0 60.0 65.0 65.0 p t n 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 0 105-1/4' 37-3/8" 65.0 55.0 80.0 80.0 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 65.D 65.0 V D W 110' 65.0 65.0 80.0 60.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 0 d G 4 H 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 0 105-1/4" 49-5/8- 65.0 65.0 80.0 80.0 105-1/4' 49-5/6' - - - - 65.0 65.0 Z O n 110' 65.0 65.0 80.0 80.0 110" - - - - 65.0 65.0 LL Z N LL o 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 .I 02 110 5-1/4' 62' 61.6 61.6 80.0 80.0 105-1/4' 62" - - - - 65.0 65.0 Q W m 11D' 60.0 60.0 80.0 80.0 110' - - - - 65.0 fi5.0 O � N � U e � C I 3 N n (1/3W) (1/3W) (1/3W) (1/4W) (I/2W) (I/4W) O n o g 0 0 N o NN� � OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH e 3i NM i 0 J 'XOX' XOX' 3 0`` ,F p� O BUCK DIMS w so 0 c • • • • • FIN FRAME ••• •• •• •• •• •• FIN FRAME N ...... c ES No.70592 a •• •• •� • •• NOTE: • • • • GLASS CAPACITIES ON THIS SHEET ARE ••••••E4 • • • E4 mg BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF !�� dr0w110. 0• AND FLORIDA BUILDING COMMISSION ': �•'• IDP•'•(ry�� jof 11 STD. MTG. RAIL: H. W10-18 D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 �5/®III1�1� \\ sheei3-18 r1/B"ANN.GLASS 1/8" HEAT STREN'D GLASS U ICOi PRODUCT REVISED „1 .075"Interlayer .075"Interlayer as complying with the Florida o Saflex CP With PET Core Saflex CP With PIET Core Building Code o By 'Eastman Chemical Co.' By'Eastman Chemical Co.' NCA-No. 17-0918.09 OR OR Z .090"Interloyer .090"InterlayerF_xpiration Date 09/22/2020 h Saflex Clear And Color Glass Saflex Clear And Color Gloss 1/8" HEAT STREN'D GLASS By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By OR OR 075"Interlayer Miami-Da roduct Control Q a p Interlayer .090"Interlayer Saflex CP With PET Core SentryGlas SentryGlas By'Eastman Chemical Co.' d N By 'Kuraray Amertea, Inc.' By Kuraray America, Inc.' OR m OR OR .090" Interlayer C t .090"Intedayer 090"Interlayer SentryGlas tT�t�1 to a7 u. Trosifol PVB Tmsifal PVB By 'Kuraray America, Inc.' V 0 ui d By 'Kuraray America. Inc.' By'Kuraray Arreelac, Inc.' O Z M 1/8'ANN, GLASS 1/8" HEAT STREN'D GLASS 1/8"HEAT STREN'D GLASS Q a D 0 g C SILICONE Z SILICONE �' SILICONE in z n z m GE 1200 z GE 1200 z m GE 1200 Q w o N DOW CORNING 899 a+ DOW CORNING 899 DOW CORNING 899 2 I DOW CORNING 995 _ DOW CORNING 995 DOW CORNING 995 J t7 W a � \� M1 I. \V, M7 I \� M1 I.' Q W N f h L I'Ij I'I' O O C U W EB W EB itAT 1/4 POINTS ON LITES iH5 AT 1/4 POINTS ON LITES ' AT 7/4 POINTS ON LITES m lit M7 WIDER THAN 36' W M7 WIDER THAN 36' W M7 WIDER THAN 36' co 0 'n a w GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' 5/16'NOMINAL LAM.GLASS 5/16"NOMINAL LAI.GLASS 5/16"NOMINAL LAM. GLASS "0 F- I` C,F N o 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS o wM i O .075" Interlayer .075"Intedayer 3 S Saflex CP With PET Core Soflex CP With PEr Care By'Eastman Chemical Co: By'Eastman Chemical Co.' OR OR _O: .090'Intedayer .090'Interlayer 1/B"HEAT STREN'D CLASS U O¢G{ Saflex Clear And Color Glass Saflex Clear And Calor Glass U By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR .075'Interlayer 1/4"A1R SPACE 090" Interlayer 1/4"AIR SPACE .090"Interlayer 1/4-AIR SPACE Saflex CP With PET Core SentryGlas , SentryGlas By'Eastman Chemical Co.' By Kuraray America, Inc.' By 'Kuraray America,Inc.' OR 1/8"ANN. CLAM • OR OR .090'Interlayer • • • .090'Interlayer 1/e"HEAT STREN'D GLASS .090"Int.rt yer 1/8"HEAT STREN'D GLASS SentryGlas o • • • Tras'�I PVIb• Trosifol PVB By'Kuraray America, Inc.' •••4•• By'Wro•y Arryrico, Inc.' By'Kuraray America, Inc.' g 6 a •••• 1/8"ANN. GLASS 1/8' HEAT STREWD GLASS 1/8"HEAT STREWD GLASS tj • • •55�J((..Q,u,y•y�v,, SILICONE W SILICONE •• • •••G211200 i m GE 1200 z m GE 1200 ••• •• • • DOyy''QQORNING 899 DOW CORNING 899 '� DOW CORNING 899 , - T ' -- " u c 7 .I •DOST RN NG 995 � Ml DOW CORNING 995 S MI DOW CORNING 995 � :.Skd • 06:•• I- XL EDGE SPACER I �I %L EDGE SPACER jl ! %L EDGE SPACER o W $$ I 11 ! • ••ST. STEEL BY `CARDINAL' ST. STEEL BY 'CARDINAL' ST. STEEL BY •CARDINAL' • •• ()R OR _OR ttttli 1111 f • • a• • "CURASEAL BY'QUANEX' a DURASEAL BY'QUANEX' a DURASEAL BY 'QUANEX' `x�t y7/y� ••• •• O OR O OR O OR ��•••.., o • • W 9 • •• *PER SPACER BY'OUAND(' W Eg SUPER SPACER BY'QUANEX' a Eg SUPER SPACER BY'OUANEX' ��''L\CENSE •®'i ,••• F •:• •• ••• : M7 AT �ya A IS*ALL SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES _ 70.;92 a • GIASS TYP2 • GLASS TYPE '131' GLASS TYPE 'Cj� • 0.70 OViFWI_L INSUL.TAM.CLAS 0.70'OVERALL INSUL LAM. GLASS 0.70'OVERALL INSUL LAM. GLASS !®'• ({/` draw ng no. •••• (S.M.L) S'' ....oP•��yyy W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Al', '131' & 'Cl* MUST BE TEMPERED. xyrl®1 A AA` sheet 4 of 11 TYPICAL ANCHORS METALTRUCSTRUCTURE FLANGE & FLANGE ADAPTOR FRAME �V 1By FOR SPACING WOOD BUCK TYPICAL ANCHORS . SEE ELEV. 7777__ ___ _________ m 3 4< _ FOR SPACING m fr____7777_________�� Z q j " EDGE DIST, 2 0 2 1 MIAMI-DADE COUNTY APPROVED I 0 k q IQ •. n, x 2 I I MULLION& MULLION ANCHORS I �j a N EDGE 01ST. w ✓� N I o D = 11 SEE SEPARATE NOA 11 Q f 2 a 0 IST. w+ I I I a S o 0 'I EDGE DIST. 1 O N v I N _77-7-7-___ I �. (\�� CtoWa M 1 L J� a I TYPICAL ANCHORS 0 G I I I TYPIC SEE ELEV. 1 ! FOR SPACING FOR SPACING Q W ti i! 2 3/8'MINMIN.-�{ WOOD BUCKS AND METAL STRUCTURE NOT BY WDW. 0 ii Vii. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTE 1 • AND TRANSFER THEM TO THE BUILDING STRUCTURE. y m TYPICAL ANCHORS: SEE ELEV. FOR SPACING S n 2-3/8' MIN. 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) L"�� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o n of i'i. o ill! 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1 g p Lw nf THRU 1BY BUCKS INTO CONC. OR BLOCKS v~ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o=N m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) v~i o ai of WHEN USED THE MIN.WOOD BUCK $ N M e X W ! x DEPT SHALL BE 2A THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS r o ro n I' x I'f DEEPER OR BEVELED WOODBUCKS is -0 n i 0 ;! -1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W m PERM TTED. C L 1-1/4" MIN. EMBED�IN �KJAI' BS) 3 oL` W ii F �I 4 GRADE 2CRS INTOMIAMI-O U o- OR -� • • i.i! i! INTO METAL STRUCTURES (HEAD/SILL/JAMBS) • • ii !!` (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ••••• ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) • • •• • � ii- • I PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c •:•••• i - • i- Building Code 0 E€a • 1 I Moa-Mo. 17-0918.09 TYPICAL EDGE DISTANCE w ° • 1 i Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2- MIN. d •••••• •• • • By INTO WOOD STRUCTURE = 1' MIN. ••••• W2• •I• • I Miami-D a Product Control INTO METAL STRUCTURE = 3/4" MIN. • • •• •• I• 1 I 1 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c d h W1 • ••i• CONCRETE AT HEAD,SILL OR JAMBS ft = 3000 PSI MIN. • • • r • S I C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. '> $ •••••• WEEPHOLES: w • O 2 i • • •3 O I 0 p - W7 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH •:• • • • I END WITH PLASTIC COVER �J\gyp.®.! 1� 'i� p •� •• • •-s W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ��•uCF.NSg i *004• •• • • d d. W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END T r, d AA Q. ' ' TYPICAL ANCHORS \ EDGE IST-' .• ` d i SEE ELEV. � °I TYPICAL ANCHORS 3 e t FOR SPACING _ OF � drawing no. ° 1BY SEE ELEV. - lv ci�l;i i� 1D�•'•�`� W10-18 WOOD BUCK FOR SPACING EDGE DIST. /rl/l tIAi 911\\\\ sheet 5 Of 11 FLANGE & FLANGE ADAPTOR FRAME �Q 0 1/4"MAX. BUCK WIDTH 1/4"MAX. o SHIMS SHIMS VENT WIDTH VENT WIDTH TYPICAL ANCHORS FLANGE ADAPTOR FRAME 0 z a SEEM-7 FOR SPACING O O O F L a 1/2"TYP. d S» o O a L v d �N cl GF W _ - _ 1 1/2 xQ O 0 U H h 4?WOOD �aoo 0 .-.._.. 2 'MOOD B K 0 SCREENS OPRONAL .._.. WOOD STRUCTURWZ mmo 2 j 00CKS Q W pmj XOX LAYOUT EXTERIOR TYPICAL ANCHORS D.L. OPG. SEE ELEV. 2 FOR SPACING MIAMI-DADE COUNTY — APPROVED MULLION li N & MUWON ANCHORS O d C I SEE SEPARATE NOA ,O1n BUCK WIDTH SUCK WIDTH N ^ ALTERNATE - E3 � i I-. F a O W SWEEP LOCK 0= OPTIONAL TO r- 1 SPRING LOCK g G it II O=NO s S6 m N ..-._.. .. .. I :._.._. — L - O • • • E4 a • • • •• • •• TYPICAL ANCHORS ••• •• • • • SEE ELEV. FOR SPACING FF ••• •• • � f� BUCK MOTH 1/4"MAX. C F • SHIM • • • SHIMS 0 see1 VENT WIDTH • i g i TYPICAL ANCF:RS• • 1 • •£• F G TYPICAL ANCHORS •• •• FOR S ACIN6 • • • SEE ELESPA INTALLATION DETAILS SHOWN ON PAGES 5 • 1 p.° FOR SPACING N o c m e •• •• ••• •: • • AND 6 APPLY TO BOTH FLANGE FRAME AND o _ o 0 • • • • • - <1. /4. FLANGE ADAPTOR FRAMES. - 0 3 0 0 • • • •• • p 11111II11/T ••• •• METAL STRUCTURE • • •• ii �J1� /�}� �r�/� 1 0 • • • - J ........ • _ _ SCREENS OPTIONAL •- -•• - - ___ ° n so 000 •• •• • _ • t -- PRODUCT REVISED 7 2 = a • as com iying with the Florida - - -' 0000 E6 w lay euildin9 Code .o _ = o o c t - Es EXTERIOR WOOD BUCKS NOA-No. 17-0918.09 XO LAYOUT D.L.OPG. v Expiration Date 09/22/2020 ', EOF �4y�� drawing no_ DL- Miami-Dad aduc Control /''Y�Y�Ti11�j fit 1�11��\� I,sheet 6 of 11 TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE EQUAL LEG FRAME �� IBY FOR SPACING W000 BUCK ____ _ ____ ___ ___ SEE ELEV. - ^d' °d a e EDGE DIST. FOR SPACING g I MIAMI-DARE COUNTY APPROVED I Z e J ° n,. _ I I MULLION h MULLION ANCHORS 11 0 _ DGE I SEE SEPARATE NOA I Z N N EDC DIST. m 0 \ \ I EDGE j 2 h al ....:.. ......:;. a GIST. 1 1 I O J N T U E3 aN �o2m \ TYPICAL ANCHORS SEETYPICAL ANCHORSSEEELEV. A p FOR SPACING FOR SPACING X U,=O n a W e I tl {L I.y- jj EQUAL LEG FRAME CAN BE INSTALLED DIRECTLYJ ro a INTO WOOD, CONCRETE OR METAL STRUCTURES w i Q w rn f r TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 SEE ELEV, I FOR SPACING i I 2 3/e"MIN. II 1/4"MAX, BUCK WIDTH '^ j. SHIMS 7 PRODUCT REVISED S .; comp) ins with the Florida LLL 6ulldln ` v E 1 1 M B.NOA-Ho. ode 17-0918.09 a 00 2-3/8'MIN. Expiration Date 09/22/2020 p w IBy 0 '__ - _ Mlam roduc� s c � N n a 6 Q1 c�9 'al W N r jp Q I� 2 z L 3 WHEN USED THE MIN.WOOD BUCK H 6 �, _ _._._._•• _._._ DEPTH SHALL BE 276".THE USE OFDEEPER MIAMI-DME COUNTY O o PERMITTED. BEVELED WOODBUCKS 5 APPROVED MULLION " a " (r� 3 k MUWON ANCHORS U p 4 SEE SEPARATE NOA U • •• BUCK WIDTH BUCK WIDTH • • • • • • •• • •••• • TYPICAL ANCHORS • • • • j j SEE ELEV. FOR SPACING •••••• I I Ff�-l� • • - I I ___ _ _ w 33 2i 3uu 1 • • E7 �� II 0000 • •• •• • I II y= _?,i • • • • _ II I 1 8 ••• • • • W2 •0• m • • • • ••I•• 1 --__ .> 819 0000 • • • • 2 `�•••• 1V3 o 0000 • • CJI • ••• E2 \ice^ `\�t-T�V 11 II I#I,,,I o • - J C 0000 b• ••• • • �,.: d: ;'d 0592 0000 � � '�• t4 ice= a � t ANCHORS• r ..o - .'�� drawing n SEE ELEV. TE OF �� no. 1BY FOR SPACING ,,-• p .. TYPICAL ANCHORS ELEV. ss it101;'`(�\ W 10—18 l� WOOD BUCK FOR SPACING n EDGE DIST. /'YYA�III�L1��`\` sheet 7 of 11) TYPICAL�CHORS y ILLUSTRATNE DTLS. ONLY FIN LDtME 4® OFINISHES SEET BY CGI OR SPACING M o a Z r h a E1 1 1/2- � g PRODUCT REVISED c3 as compsyv Ing with the Florida Q f <nIL HOUSE WRAP TYPICAL ANCHORS' SEE ELEV. FOR SPACING Building Cotle a `i r 0 NOA-No. 17-0918.09 4`o o.�..M. NOT BY CG O W #8 SMS (Fu-74 KSI MIN.) Fxpimtion Date 09/22/2020 1 �W AZ 2 INTO 26Y WOOD BUCKS OR WOOD STRUCTURES By0 E m LL BACKBED 1-1/2" MIN. PENETRATION INTO WOOD Miami rod.ctControl E3 CAULKING Q'o: m o E7 pa0o � ^. N al • W zurg_g J Omd QWma IIC � (n 0 h y o Ld Ld X WOOD STRUCTURE 1/4-MAX. BUCK WIDTH 1/4 MAX. 4 ao NOT BY CGI GAP GAP C O SNo 1/2' MIN. 1/2`MIN. N i n,n � Ijl i ONS I � M M H W I i 2 i •• i BACKBED � CAULKING • • • • II z s • •••• n •••••• • • i'!. it os,�g� 0 0 U • � 1 _ __SCREE77JS •• •• • 0 2 M9 ES • HOUSE WRAP •• •• • • 1 NOT BY CGI w+ n ••911 • ♦ EXTERIOR o o 2 • 1111111/1/T7i, ••• •• BQ E2 BACKBED `sP1 •• • ••• CAULKING (_ ••• •• •••• • • 7 �� , HOUSE 91RAP • NOT BY Co• 1 1/2' _ – TEOF 7�Ay�� drawing no. TYPICAL ANCHORS W 1 0SEE —18 FOR SPACING ,,/ 77j /11�61�````` sheet $ of 1) ITEM PART# QUAi,4= DESCRIPTION MATRRUL MANF./SUPPLIER/REMARXS E1 CGI-100 - FRAME JAMB®FIXED GLASS 6063-T6 CCI EXTRUDER PRODUCT REVISED E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER as ccmprying with the Florida o Building Code E3 CCI-102 - FRAME HEAD 6063-T6 OCT EXTRUDER NOA-No. 17-0918.09 E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER Expiration Date 09/22/2020 H E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6063-T6 CCI EXTRUDER 9y 9c�>r^ 0 Miami-Dade duct Control N�. v L7 CGI-105 - SASH RAIL 5063-T6 CGI EXTRUDER d w�y EB CGI-107 - 5/16'GLAZING BEAD 6063-T5 CGI EXTRUDER 0 LL E9 CGI-108 - 0.700"GLAZING BEAD 6063-T5 CGI EXTRUDER Q N r E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER O M Ell CGI-110 - NAIL FIN ADAPIOR 6063-1-6 CGI EXTRUDER K a M g E12 CGI-135 - IF FRAME JAMB•FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI-136 - IF FRAME HEAD 6063-T6 CCI EXTRUDER C ryI1 e E14 CGI-139 - IF FRAME JAMB 6063-76 CGI EXTRUDER Q ul j LL m E15 CGI-140 - 7"MUNTIN 6063-T5 CGI EXTRUDER Z n E16 CGI-141 - 2.5"MULUON 6063-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 8083-T5 CGI EXTRUDER Q W O1 S E18 CGI-114 - SILL SNAP IN 6063-75 CGI EXTRUDER E19 CCI-115 - SILL FlLLER 6063-T6 CGI DTRUOER n E20 CGI-116 - FRAME JAMB 6063-76 CGI EXTRUDER 4z Lj m F21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER C n E22 CGI-138 - TF FRAME SILL 6063-T6 CCI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER � i 0 Lj M7 CGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - F '� M2 CGI-111 - SCREW COVER(OPTIONAL) PVC - v) M3 CGI-112 3 0 ANCHORS EQUAL LEG COVER/SHIM PVC - O F N o t\ M4 - 0.700"X 0.040'BEAD GE1200 SILICONE SILICONE GE N N M n M5 - 0.700'X 0.040"BEAD DOW 995 SILICONE DOW r O M '� M6 - 0.700"X 0.040'BEAU DOW 899 SILICONE DOW M7 - 2/LTTE SETTING BLOCK EPOM DUROMETER 8035 SHORE A 3 o M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. J M9 684 - ROLLER TRACK PVC - CJ g �•' M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - O M11 A321111A - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. • •1112 W11-A. 1 JR SAVIS EGRESS LOCK ALUM. SULUVAN •.•• •M13 CGI-131 2 TER MSH • HANDLE RAIL END CAP NYLON M&M M14 - 1 PE SASH ANTII-In BLOCK NYLON M&M j •••• •M15 •- • OWIONAL . RETICULATED FOAM 30 PPI M16 CG-134 • JAM8 SPACER PNC PROTOTYPE OR EQ-JN. • u`U U • M17 A30730407-32 1 D. CAM LOCK ZINC TRUTH OR EQUN. •..• • MIS •SGI-11629 2PER Ns 21• SASH STOP - PVC PROTOTYPE d i i$$ ••• •MIS CG 11 ® SCREW COVER PVC PROTOTYPE j • . M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M •.• M22 - E HI-FLO WEEP COVERS PVC AMESBUR7 OR EDUIVc °' N • • • • ••• me99 .••. . S2 - 2 OR 3 PER CORNER # 10 X 1 1/4"LG.FHL PH.SMS. ST/ST.ASSEMBLY SCREW • 53 - 1 1 4 E. e X 1 1/2"LG. PHL PH. SMS. FIN ANCHOR SCREW - •..•0• S4 •• • 41pFitefto• #8 X 1/2'PH. SMS.ST/ST BALANCE BRACKET SCREW - •• S5 2 ER n:6 {8 X 1"LG.FH. SMS. ST/ST.SPIRAL B.ASSEMBLY CF.N i r • Sfi 6 X 1/2"LG. FH.SMS. O CGI-133 &CAM LOCK .••• S8 - 4&A' RAIL • if 10 X 4" LG. PHL. PH. SMS. ST/ST.ASSEMBLY MEETING RAIL 59 •.•. 2 PER ANDLIFT 4 10 X 5/8"LG. PHL.PH. SMS. ST/ST.ANTIUFT SCREW drawing o no. ti C� �` W10-18 i S r, s TiII�iLt��\`` heet 9 of 11 2.440--{ -2.440 2.113 .490-M I .70J 5 050 1YP. .70�_4�TYP 2.101 r 1.550 1.680 065 1.301 1.807 .065 1.301 2.846 1.220 w m I TYP' 2.348 lYP• 1.007 f Z N d a 1 0 0 .Oso E8 5/16" GLAZING BEAD O .700" GLAZING BEAD3) .065 1.395 a�N 1.155 1.155 TYP. II I1.449-f 1.015 F•- 7.015 f-- 1.366- .745 EI1 NAIL FIN ADAPTER 1.395�1 I I�it 1e0 I E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL -1.496- 7d-- 297 C a p Q .050 J .060 o p 1.015 1.015 - 1.788 1.140 �5 1.413 N N O ttnDD 065 1.140-y TYP. Z -a . 2.264 1 255 u3 FLUSH FRAME COVER N2 SCREW COVER Q �m� 015 O 220 .060 .� .065 T . -7m 4.430 3.930 T7P. .065 U 3.685 2.885 3.1&5 2.885 1.043 3 G I ES LOCK RAIL E19 SILL FILLER vi U L ^ 7.766 O �W 1.450 �i C t-2.440 2.440 �2 FLANGE FRAME SILL O FLUSH FRAME SILL t.o/5 ash 3 m ;ro 1.220 2.737 2.737 1 O E23 FLANGE ADAPTOR 5i 'n .065 .065TYP, 7.043 U O • TYF. E27 ALT. LOCK RAIL • 2405 • • 2.611• 2.505 2.613 ••• •• 1.692 i • p� ••••• 065 n se n • F�r rPaPROmpyCTwEnh Ise Forida 2.195 Building Coda1.000 B91 -500 .88NOA-No. 17-0978.090 0* • •�2�7• • 2.737 7.015 Expiration Date /22/Z020 $ ••• FLANGE`FRAME JAMB (MOV;;)*•• F20 FLUSH FRAME JAMB (MOVING) 6 m z ••• • • •••• 1.043 Mlaml-Dad roduct Control 0 0 0 0 o ••••.•�11 • .811 •• • 0 1,025 ••• •• 1.�I5••••••• . •.• F6 HANDLE RAIL• ••••• • 2.505 2.505 ,055 TyP, 065 � )�:•'-V�,EN .O _ 0m o?a•� 592 1i • v u tt �- .500 1.7415-- L245 7.015 5 TE OF E(/` drawing no. } Et2 FLANGE FRAME JAMB (FIXED) e1 FLUSH FRAME JAMB (FIXED) O SASH RAIL i77T7 ®j A)jjt1%++`\ sheet�0 of 7� y Ie 4$ 52 PRODUCT REVISED yev� o Ivll as complying with the Flarida Building Code o / NOA-No. 17-0918.09 Z -�n Expiration pate 09/22/2020 O H i m ¢ / BY n al /% S2 Miamr�all�oduct Control {i a �6 p O V a // a w n O Siam J cr0oa8 N So N IyZN_o Qwmf � ' O N 1 FRAME TOP CORNER UL j L VENT TOP/BOTTOM CORNERS 0 Ll n 52 c / m 0 m O 3 n zz N 3 o 0 41 •••••• F • • • • `o_ •• • •••• 03333 • • • • a o 0 o o es •••••• - • • • • haw c • • •• • •• FRAME BOTTOM CORNEREN • • 70592 s �` •••• I -tri � ;{7= � m y I __ (( ��®•' s OF ;'�� drawing nO ,, " •.. ion..•G`A� W 10-18 FIXED MTG. RAIL CORNER sheet 11 of 11 r MIAMI•DADE MIAMI—DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOAR,,D.,,�AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTrli.E OF ACC CE OA www.miamidade.gov/econorr.y CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,F-L 33172 PE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building G�7i':G4 i- the High Velocity Hurricane Zone. I�ESCRIPT : Series "Senf;nel 150"Aluminum S[idinb Glass Door w/wo Reinforcements-L.M.I. AL DOCUViENT: Drawing No. W10-31 Rev M,titled Series"Sentinel 150 Alum Sliding Glass Door (L.M.I.)", sheets 1 through 28 of 28, prepared by A1-Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, 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 and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tied 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. Vailure to comply with any section of this NOA shall be cause for.terrnination 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. 15-0619.06 and consists of page Vfhi`s*p 4 Z aptl.elidrnj,ellages E-1, E-2, E-3 and E-?,as well as approval document mentioned above. .. . .. The submitted documentation was reviewed by Jorge M.Plasenvia,FA.*•: tasa®p .� MIAMt•DAa7e � �</�►`�[��r p �•0 0 • 0 .:001 Ito. 17-1011.18 O NTY E •rati 3 Lat . ferember22,20200peprt roval Date November 22,2017 Page ... . . . ... . . . . . . . . • . • . ... . .. .. . . . .. .. . . . ... . . f r CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series `=Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed,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 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, Duraseal(V and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15; signed and sealed by Ramesh 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 7400P0 Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite"PVB interlayer,Duraseal(E and Super Spacerg insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading*per FBC, TAS 203- 94 along with marked—up drawings and installat;run diagram o * e:�s � Aluminum Fixed Flange Frame Window with Vent to qualify�'ly. .tlrott:B�t:tte"•%VB interlayer, •0• ; 0 • �ogrge Ma Piasencia,P.E. 0' ;• ::rlftct Cegttrof Unit Supervisor NO;N(:). 17-1011.18 Expiration Date: September 22,2020 ••' ' tpProv:1."at-: N¢vember 22,2017 • • . ••• • • . •• •• 00 • •• •• •.. • • . ... . . t l •• • • • •• ••• •• • • • • 00 • { • i CGI Winnows and Doors,inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super SpacerV insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel,P. E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel;F.E. 5. 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 6-panels Alum SGD w/ Pockets& OXXX,prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W& -W-1, dated May 22 &23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA#14-062 7.15) 6. 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 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagrarn of Alum SGD,prepared by Hurricane test Laboratory-, LLC, Test Report No. HTL=0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J.Abraham, P.E. (submitted under files #12- 0119.04/11-1031.05) along with marked up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham, P. E. (Submitted underpreviousNOA #13-1121.081912-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis; conformance to, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies -Mth ASTM E1300- 09. • ": : : : .•• . .. . . . . ... . .. ... .. . . . .. •�' �orgeA.itasencia,P.E. •.• ;• 0 �ro ct Ce ntYoit Supervisor NOA No. 17-1011..18 Expiration Date: September 22,2020 •;• ; $pPr§val,0Da1T: NQvemaer 22,2017 • ••• • • . . •. •• *00 . •. 0. (♦ I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Kura-ray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interiayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman. Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core" dated 06./19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (PIA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 0.5/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5`h Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22,120. 2. Test proposal for the qualification of ButaciteO PVB glass interlayer by Kuraray America, Inc., as well as DurasealOO and Super Spacerg 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. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05; 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NDA#14-4627.15) .. ... . . . . . .. . .. . . . . ... . • . • • • • . • •,• ; 0 •, •�ogge N1. Plasencia,P.E. ',• ;• ;,J'ro Act Cag&ot j�hit Supervisor NOA No: 17-1011.18 Expiration Date: September 22,2020 OV ' 1ptrjvMMa*: November 22,2017 • •• •• 000 • .• .• r CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.03 issued Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core" dated 09/07/17, expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemical Company (MA) "Saflex Clear and Color Glass Interlayers", dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®UItraclear, Clear and Color PVB Glass Interlayer" dated 01/19/17, expiring 01/08/19. F. STATEMENTS 1. Statement_letter of conformance to, complying with FBC 51!, Edition (2014) and FBC 611 Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad,P. E. G. OTHERS 1. This NOA revises NOA#15-0619.06, expiring on 09/22/2020. .. ... . . . . . .. .. ... .. . . . .. '.' '. Asge Nt 4asencia,P.E. ;.Prodct Cogt'of Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 1pirova 11AtQ: November 22,2017 E-4 . . . • • . • . .. •. 00 . •• .• ... . . . ... . . A7-j. C "g h Z 4ry d O W N O 08.I°'. :0, o 0,iR � a 'np Qri W�LL 00 IL z Ln 1 vm0 ' O 3 N v N U p C I p M o h 0 W h Q W ai X N V N C 3 N n 0 M M THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 'd 3 SHUTTERS ARE NOT REQUIRED. C Z H O O— SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR g o -j DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON D DESIGN LOAR6 CAPACITY CHART ON SHEET 13 OF 28, USING •• •VEEIING to JWAINATIONS•TEST;D.AND SHOWN IN DRAWING DETAILS. • �PPLICABK:: REI REQUIREMINTS Pit FBC TO BE REVIEWED _ ••• • Y BUILD L ° • • �' c5 a • • • THIS PRODUCTIHAS BEEN DESIG%c'U6AA1 tSTED TO COMPLY WITH THE w • • •$EQUIREMF4'Tj� 0 E 2014 (51 6O M6%V2017 (6TH EDTTON) FLORIDA m n.w o §UILDING WbE•ICLt�ING HIGH•V LOriTY HURRICANE ZONE(HVHZ). •• •1BY OR 2R(WOOD•BUCKS & BPUdtt•F9"ERS BY OTHERS, MUST BE • DESIGNED AND INSTALLED ADEQUATELY TS TRANSFER APPLIED PRODUCT LOADS .. •• •tO THE BUILDING STIIUCTURE. •••• • I LAMINATED GLASS AND ••••• INSTRUCTIONS: LAMINATED INSULATING GLASS#NCHORS SH►LL BE C••• oa'?Yz oo ms „s I •IND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE�SMALL MISSILE 1IMPACT • MATERIAL SKALD BE BEYOND WAlL•3 RA601M OR STUCCO. — ••• •O LOAD DUR4TL9N INCREASE IS J)j"[SIGN OF ANCHORS INTO WOOD ONLY. aTEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT WED ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE ,, U 111lr rlrll •_� • ALL SHIMS•TO BC Hlel-I IMPACT, NON-MEIAWC AND NON-COMPRESSIBLE- SING APPUCARLE ASCE 7 STANDARD. •• MATERIALS INCLUDING BUT NOT♦1MFIjiD TO•STEEL/METAL SCREWS,THAT STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 PRODUCT REVISED �� Y.•' GENSF'•:?O�� f� ••• •COME INTO W"Cj WITH OTHER&�ISSIMILIjfi MATERIALS SHALL MEET THE FOR THE GLASS TYPE AND REINFORCING TO USE. s ly'�n9 pwith She Florida a REQUIREME61TE OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. Building Oode p5a2 S USING CHARTS ON SHEET 17 SELECT ANCHOR OPTION NOMNo. 17-1011.18 THIS PRODUC *A"OVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 WITH DESIGN RATING MORE THAN DESIGN LOAD SPEC�IED FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY - 0 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR IN STEP 1 ABOVE Expiration Date 09/22/2020 - WATER INFILTRATION RESISTANCE ElC. ��••' ATE OFdrawing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 AND TO BE REVIEWED BY BUILDING OFFICIAL SHALL APPLY TO ENTIRE SYSTEM. Miami a Product Control i g.� G` W10 SAL P sheet of Q$ ' I IlUlrrrn l 111 6" 3" 4 U Z5 i 0 Z ° • m 14" 3 TRACK w s MAX. HEAD ANCHORS O q 28213/16-MAX. DOOR FRAME WIDTH y S o HEAD ANCHORS 74"MAX. ANCHORS IN PAIRS 2, 3 R 4 PAIRS HEAD/SILL ILN 48 I/8° AT HEAD/SILL/JAMBS AT STILE ENDS SEF SHEET 15 W I1lu NOV. PANEL WIDTH AT 3.O.C. 6' MAX- O C 1 13/16- SEE CHART ON SHEET 15 HEAD/SILL C 6-.., FALSE MUNTINC E FOR CAPACITY CORNERS A V pm MIN. OPTIONAL O CY C�ruE Z 0 N m I REINFORCING j Q AT INTERLOCKS LL?o M OPTIONAL I j(7 0 Q J G itH H %; J F R SEE SCAPACTTY M i HEET 13Q w m f k 2 1/611 •" _ x L OP(IL 2 POINT _ 42 1/8" j e T----T--- SINGLE LOCK D.L OPG. '2 i o li it SEE SHEET 24 z i M II II FOR DESCRIPTION v o M m;� m I o N � 1I �o l D = -__I' I 1 Ol N p M h Ed 3 - Y m I Z LL^ POCKET JAMB 0 • SILL TYPE 82 ANCHORS / I (SEE SHEET 6,8, 11 48• • • �•• • •• 2, 3 OR 4 PAIRS 48 1/8` PANELW UIH &DETAIL M ON POCKET ••• •• • • • AT STILE EMUS IAT 3COON0-J PANEL WIDTH SHEET 23) JPMB ANCHORS • TRACK ANCH�S•••• • • SEE CHART ON SHEET 15 A ••• •• • • • FOR CAPACITY Ic 8 • a a ••• •• 14" j •• •• •• u'W I6° 'P • • • • •\i MAX. R,, 3 TRACH •• •• • • ••••'� SILL ANCHORS • •••••• • • B i D F o^ • •••• IIIA__ III, fill IIII IIII Ilil ilk ��= �p�� o ••• •• •• • •••••• 8" 8' B" 8" B' B" 8'—1-j 8° 8" f°•-�I o 7111111111,/ o •• •• •• • •• (1)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)VEL:CLUSTER (2)VEEP CLUSTER (2)WEEP CLUSTER (I)WEEP CLUSTER ••• •• •••• • • TYPICAL ELEVATION PRODUCT REVISED • • TESTED UNIT as complying with the Florida70692 _ a •••• Building Code = {T= e o - 140A-No. 17-1091.18 D.L. OPENING Expiration Date 09/22/2020 STATE OF :.��` dra-g no. D.LOHEIGHT = DOOR FRAME HEIGHT - 9 11/16" •AT Or,: y!� D.L.O. WIDTH = NOM. PANEL WIDTH - 6" BY � W1 0-31 PANEL HEIGHT= DOOR FRAME HEIGHT-1 3/16- Miami- a Product Control ��i,""A1.17��\7 sheet 2 of 28 TYP. A7--J2 TRACK i HEAD ANCHORS o 3 z AJAX Z rC n Ia 190 9/16"MAX. DOOR FRAME WIDTH Q a S to 0 agcoNV: o ANCHORS IN PAIRS HEAD ANCHORS 14" w N AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL II,Q I�uu AT STILE ENDS SEE SHEET 15a C AT 3"O.C. 6•�HEAD o�7 fVmi 1 13/16" FALSE CORNSEE CHART ON SHEET 15 CORNERS SILL MIN. OPTIONAL Al C1 FOR CAPACITY CSQ o `. m o IL 0 H ---- I o N N a e 0 I �W 7� n n \ REINFORCING I U. Z N- ___jl AT INTERLOCKS IT- 7F OPTIONAL Q m f F G1 i iiu — J1 FORSCAPA� i a II II I Ij 2 POINT 42 1/8- 42 �- I " � = SINGLE LOCK D.L. OPG. O.L. CPG. C SEE SHEET 24 a o FOR DESCRIPTION z \ o ° M o Y 'd a X I M n Z � d 3 U 0 i x -- -- �• mw• SILL TYPE 62 ANCHORS • 2•TRACK • • 2, 3 OR 4 PAIRS 48 1 8" 1/8" POCKET 411 ••• OtEl ANCHORS o • .00. AT STILE ENDS�` / PANEL WIDTH JAMB ANCHORS • • • • AT 3"O.C. PANEL WIDTH •••••• SEE CHART ON SHEET 15 ••• •• • • • • FOR CAPACITY • • ••••• 2 TRACK O u 3 • SILL ANCHORS • • • • •�i �6" �14_� 3" ��'�z *04 •• • MAX. TYP. • D.L. OPENING • • 00900: •••••• D.LO HEIGHT= DOOR FRAME HEIGHT - 9 11/16" 1 ° - •••4 B1 D 1 I D.LO. WIDTH NOM. PANEL WIDTH - 6" � o y a • • • •••••• PANEL HEIGHT= DOOR FRAME HEIGHT-1 3/16" ••• •• •• • •••••• Ip.I o ' • • • • u B' 8" B" 8" • • •• • (t) auslm (x)tes ausirA (8 ger austta (:)vvn msm U) t�---IaLs� - 4� i • • .00. PRODUCT REVISED �'•' cENSF� ,� M 00*4 •• 0000 • • asccmplying with the Florida • • Building Code 0000 TESTED UNIT) NOA-No. 17-1011.18 ' TYPICAL ELEVATION _ = 5 Expiration Date 09@2/2020 = '; ` a nT1:OF drawing no. REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE-] By '•• <oatoP �� Miami-Of a Product Control ��,ss' ��L�`y�9` W10-31 / IIII I I I11+�� sheet 3 of 28 g• 3' 4 U v Iii /�i O 14' EXTERIOR EXTERIOR S TRACK ft t5 q 149 5/16' 148 9/18" 97 3/4' HEAD ANCHORS DOOR FRAME WIDTH DOOR FRAME MOTH DOOR FRAME WIDTH0 J C0N1� U HEAD ANCHORS 14'MAX. HEAD ANCHORS N �' FALSE TI NAL HEAD/SILL 2 OR 4 PAIRS Q lu OPTIONAL 48 1/8' ANCHORS W PAIRS A 3 OR 4 PAIRS pT CORNER STILE ENDS 6'MAX. 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JAMB ANCHORS SEE CHART FOR SHEET 15 ••• •• • • • • FOR CAPACffY SEE CHART ON SHEET 15 € • • • • FOR CAPACITY ° • • 0.00.0 • ao •• •• • •••••• E TERIOR EXTERIOR• 6' 14' Y 3 TRACK •0 0 0 ��_ • M •• Typ, SILL ANCHORS ar � ,.� ••0 0 • • (TESTED UNIT) a • • • • 0000 � 0 0 0 0 0 TYPICAL ELEVATION o • • • 0000•• �C • • • • • .. ````1111111�L1 i� � � • • •• •••• ••• PRODUCT REVISED ucEusF'••!V s • 0 as complying with the Florida o Building Code 70.592 _ •••• NOA-No. Expiration Date 09/22/2020drawing no. � STATE OF :• ` W10-31 mi mi-ope Product Control sheet4 of 2$ DOORFRAME WIDTH_ FRAME W. THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 V Lei ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13It 11 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o F ARE PRESENT. Z m 3 = H LI FOR DOORS USING 90' & 135' CORNER STILES h m c H LIMIT MAX. DESIGN LOADS TO 160.0 PSF F 2 V o. 3 i PROMITDUCT REVISED 0°o o eunalne cod®Wltn the Florida a NOA-No. 17.1011.18 XXX(SHOWN) © HO HO © 0 b R,M OXX EXTERIOR Expiration Date 09122/2020 a C ui- XXO By a 0'M ° XXX(REVERSE) Mi. a roduct control Q 6 p aaaMppp DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS w=LL �• SEE CHART ON SHEET 13 I Q _ _ Vol H JzM s L J1 Fa— 0 N 8 L c XXXXXX(SHOWN) © QHQ J1 Q © i EXTERIOR NOM. PANEL WIDTH OXXXXO- 13 CORNER DETAIL'O'ON SHEET 22 0 135'CORNER DETAIL'P'ON SHEEP 22 v '-' OXONAL IN LIEU OF J1 O DOOR FRAME WIDTH FRAME WIDTH s Q=N o PANEL WIDTH 1 N N m H _ O .i -j W H H E Z gK o O XXXXXX(SHOWN) v O O O OH OH KO EXTERIOR • •• 90 CORNER CETPIL'0'ON SHEEP 22i • • • 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS • • • •• • •• OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 ••• •• • • • FRAME WIDTH " - • • DQOR FRAME W TH o •••••• PANEL WIDTH `g • • © J H ••• • H • •• • C NONae •• g• • • •• 1 1 f�If • o• O ••• •• XXXXXQ © O O O O _ • • r& FEE • a�1�• EXTERIOR L�iU11 LNi� c OXXXX • SO'CORNER DETAIL'0'ON SHEET 22 NON-REINF. INTERLOCKS a `� Ak ••• •• •• • •••••• 135'CORNER DETAIL'P'ON SHEET 22 - - J. • • • • OPTIONAL IN LIEU OF Jt SEE CHART ON SHEET 13 �j y S Y 1 • • • • 9 - ,I ••• •• •••• • • NOTE: APPROVED CONFIGURATIONS _ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. i O NON-POM"D DOORS (NON-REINFORCED SHOWN) ;�� drawing Po. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF SEE SHEET 13 FOR Dp AND REINFORCING OPDONS ' Oft10P,.' yV10-31 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. % S•' .• THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBO_ S�T�111`p sheet 5 Of28 DOOR FRAME WIDTH r' ,__DOOR FRAME THIS APPROVAL QUALIFIES DOORS WITH APPROVED ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS tY n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z m 3 H i FOR DOORS USING 90' & 135' CORNER STILES Q n Y Y — I LIMIT MAX. DESIGN LOADS TO ±60.0 PSF o O110 s io PRODUCT REVISED a 4 l 0. �' 1 a as complying with the Florida 0 O U a CM) BUllding Code Q W o I NOA-No. 17-1011.18 d�U LExpiration Date 0912212020 Q u M LL Q Q EX RIOR OH © n PXXX(SHOWN) By 0 PH7 XXXP DOOR FRAME WIDTH Miarm- aroduct Control a 2 K M o DOOR FRAME WIDTH 4 1 D a l EL WIDTH NON-REINF. INTERLOCKS Q om SEE ON SHEET 13C z a r---- ---� _ 1 ----- W�a m_o I I IL z i H C H I j jts�¢_ WJW W Til N H rill j G ri1 I Q W T E F U O OO ® 6F. 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INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �1i o K ARE PRESENT. • 3 FOR DOORS USING 90' & 135' CORNER STILES 0 a m H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF G1 Q0. S6 0 g) PRODUCT REVISED C B o c �� -- complying with the Florida Qi OH EXTERIOR G1 Building Code 0. NOA-No. 17.1011.18 XO(SHOWN) I Q'D F• LL Expiration Date 09/22/200 20 d oyI71 By a0Km ° DOORI FRAME W.' MAX FRAME WIDTH MiamtiDa a Product Control 0.3 p `1 REINF. INTERLOCKS 5 Z Dj N SEE CHART ON SHEET 13 LL Z N�-o K 0I H i Q u77a� o — h K1 EXTERIOR XX 0f z p w #R X 3/4'SMS m DOOR FRAA IDTH AT 24.O.C. MAX. FRAME WIDTH C M o ir^ o 0' 3N^ � M N q(R=ZSE) d 030C)EXTERIO 40 CORNER DETAIL'O'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J1 z •• •: DOOR FR•ME WIDTH••• 0 MAX.FRAME WIDTH g 6 6 •••••• YS ••• •• • • • REINF_INTERLOCKS • • SEE CHART ON SHEET 13 v • H • H ••• •• upaall o o- - • 6 .. . . . • •• r— - • ro ° rc m ••• • • Gt HO EXTERIOR J1 HO G7 • • • OXX0XXX(SIMILAR) ••• 135CEDETAIL CORNR DETTAJL OSHEET PS ON SHEET 22 _ 1%J111111"r o ••• •• •• • 009000 OPTIONAL IN LIEU OF J7 _ �� • • APPROVEQ CONFI G�TAn hS NOTE: NON—F&CCKETED DOORS (NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. - 1 0000 -- SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS SO'. OF ;'!r; drawing no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 17. W 3_ FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ' !P�•' �� W1 0-31 TWO (2) TRACKS " �'S� ' . 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ��i�PdAl1`\� sheet 7 of 28 I DOOR POCKET CAVITY NOT BY CGI It V V FRAME NOT PARI OF THIS HOA 1� WIDTH DOOR FRAME WIDTH r%I DOOR FRAME WIDTH DOOR FRAME W. o W. NON-REINF. INTERLOCKS SEE CHART ON SHEEP 13 I L �pmt $i$ Llb_�� Cy0 l0 0 O0 -p M EXTERIOROEXTERIOR O NNl U O L1 O$y PX(SHOWN) PXX(SHOWN) O D e1 XPXXP C OM¢ 8 THIS APPROVAL QUALIFIES DOORS WITH APPROVED O CL D o .1 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS O H V)0 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q m z i ARE PRESENT. {L z o DOOR FRAME W. DOOR FRAME WIDTH FOR DOORS USING 90' & 135" CORNER STILES J CI 0 ,1 r---- �----� p LIMIT MAX. DESIGN LOADS TO ±60.0 PSF I I I i O I Jt NOTE: y��, $ x I w 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. R ° of is 0! 2_ FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Q 25 N 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. -- - --J 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 0 w PXXP 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON 5HEET 22 OPTIONAL IN LIEU OF Jt s C N O F N o W 0�j N DOOR FRAME WIDTH in DOOR FRAME WIDTH NON-REINF. INTERLOCKS z _'• 1 ` SEE CHART ON SHEET 13 C Z I is o ai id of O 0 1 M M I L__. __J L___ • • _ O EXTERIOR '� O O H J H M 15 •• • • •• PXXXX P� •••• 9O'CORNER omll-'O'ON SHEET 22 0$ 135'CORNER DETAIL'P'ON SHEET 22 c • • • • • OPDONAL IN LIEU OF J1 Fri •0000•• •0. 0000 • • • • i�� • • • • DOOR FRAME WIDTH • • DOOR FRAME WiPT61•••• a o • �` NON-REINF. INTERLOCKS ••• • --- - SEE CHART ON SHEET 13 •• � I • • r— •� -• 0000• I � °'ahm �1 "II Com'" J I m o 0000• •lu 1 • • ly iii 0 O •• • • I O 00 POCKETS ARE NOT PART OF THIS APPROVAL i Y� c• u • • • I a AND TO BE REVIEWED BY AHJ. O ••• �•I M • • ••• L-- 1 \1111111111/l,//,, �_-- O O EXTERIOR 0000• • 0000 • 0000•••• '@:'vo '.' • • • PifXXX(sriowN) 90'CORNER DETAIL'0'ON SHEEP 22 PRODUCT REVISED d • • "XXD • 0• 135'CORNER DETAIL'P'ON SHEET 22 as c Ming with the Florida r I s OPTIONAL IN LIEU OF J1 Building Code •�• 0000 ••••KXXXP 0000• NOA-No. 17.1011. 18 ! _ 3 __ • CKXXP Expiration Data 09/22/2020 •••• APPROVED CONFIGURATIONS sT IF drawing no. POCKETED DOORS (NON-REINFORCED SHOWN) By 'O� "' Dit'. C��` W10_31 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS mia,K,-DaOF Product Control TWO (2) TRACKSO AL `` sheet 8 of 28 ll,u a I111a THIS APPROVAL QUALIFIES DOORS WITH APPROVED U U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS I!1 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. m 3 FOR DOORS USING 90' & 135' CORNER STILES Q h mom+ LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 2 N � O:ON`m U PRODUCT REVISED O CI as com I92.1 ing with the Florida 0. Building Code p tWt DOOR FRAME WIDTH FRAME WIDTH NOA-No. 17-'1091.18 N n NOM. PANEL WIDTHExpiration Data 09/22/2020 o NON-REINF. INTERLOCKS By SEE CHART ONS E7 73 0 h n< .00i Miami-Da Product Control Q 3 H 1 Is w H 1 �.WZQ fv �Zh_a °o o- I Qw rn f l O XXXX(SHOWN) _ N OXXX XXXO v 0 XXXX(REVERSE) © EXTERIOR Q Q S N 0 I� O rl 3 0 K C � O m:^ o DOOR FRAME WIDTH FRAME WIDTH 3N M e NON-REINF. INTERLOCKS 0 30 m SEE CHART ON EET 13 � Ec C Z iJ...-. 0 w H H N U O a gni j 1 ••• •• �XX"XXX(SHOVt) •••• o • • OXXXXjXO • • © O O O O O O 0000•• H H EXTERIOR H J1 H H O ••• •• • • • • 90'CORNER DETAIL'0'ON SHEEP 22 NOW. PANEL WIDTH _ • • • • 135'CORNER DETAIL'P'DN SHEET 22 • • 600066 OPTIONAL IN LIEU OF Jl v w • ••• •• :00--. • •• •• •• • o p� s• •• • 0000•• • • m0� x�� • • • • 0000 0 00• •• • • • 00:00• `11111111f IIT�ii o ••• •• •• • 00.0.0 • • • • • • 00 • •• d • • • • ••• •• 0000 • • NOTE: OVER CO 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—PO I D DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ATE OF :'�� drawing no. SEE SHEET 13 FOR DP AND REINFORCING OPTIONS C� i' 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �'i(ZS'•..,oFnoP.�'�\`�� Wl0-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ��S�oNAL1'k" sheet g of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. 3 FOR DOORS USING 90' & 135' CORNER STILES 0 12 p� LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 2: PRODUCT Z N a PRODUCT REVISED ¢o 00 0 as compillny with the Florida Q v U Building Code a NOA-No. 17-1011.18 Expiration Date 09/22/2020 C t W�: 0 o 0 Miam�'Produce ct Control 0 pm•O Q N O N NIt NN DOOR FRAME WIDTH FRAME WIDTH 0'Z - L; O NOM. 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SEE SHEET 13 FOR DP AND REINFORCING OPTIONS O_R_I0), GX°�: W10-31 ! 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �isS l�11 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 4J ONAt 1111 sheet 1 O of 28 j THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS llr� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. m 3 FOR DOORS USING 90' & 135' CORNER STILES 0 ,, I z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF H m a PRODUCT REVISED O wN°O 0 es complying with the Florida (y Building Code �ii iyuI DOOR FRAME WIDTH ROA-No. 17-1011.18 It 0 C - NOM PANEL WIDTH NON-REINF. INTERLOCKS Expiration Date 09/22/2020 a❑uNi d DOOR FRAME WIDTH SEE CHART ON S ET 13 O�m o r'- r-- By .--_ d 0 - I - Mlami- a�' ruduct Control 0 0 i ri I H 0 d° w IY �T aWz 0 H �� I PXXXX (SHOWN) 0 O EXTERIOR Q © v XXXXP c L U O 15 15 X FRAME WIDTH NOM. 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DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ' �1r`l\ sheet 11 of $ AND TO BE REVIEWED BY AHJ. I..... THIS APPROVAL QUALIFIES DOORS WITH APPROVED �V 5 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT. Z m 3 FOR DOORS USING 90' & 135' CORNER STILES 0 h m LIMIT MAX_ DESIGN LOADS TO ±60.0 PSF 0. PRODUCT REVISED 0 0 v ascom 1ying with the Florida 0 NN Building Code IL N NOA-No. 17-1011.18 a° Expiration Date 09/22/2020 By ! Oao � Miami- a Product Control 0 po7 0!620 ' FRAME WIDTH I+1=� 0 LL i in1 NOM. PANEL WIDTH NON-REINF. INTERLOCKS o 2 °3 ! DOOR FRAME WIDTH SEE CHASE ON SHEET 13 I J U'•g J i I H J G- 0 C. 0oI I M 7O I 9i O W L ; 0 L PXXXXXXXX(SHOWN) OH G OH OH Q EXTERIOR Ll @ -0 I XXXXXXXXP 90 CORNER DETAIL'0'ON SHEET 22 2 o i OXXXXXXXP POCKET CANOT BY CGI NOT PARTRT OF THIS NOA 135'CORNER O E 'P'ON SHEEP 22 j C-4l t, 1 OPTIONAL IN LIEU OF J gj N N M 0 CZE O - FRAME WIDTH NOM. PANEL WIDTHNON-REINF. INTERLOCKS U—:2" r I SEE CHART ON SHEET 13 O DOOR FRAME WIDTH r I ••• 1 H •• • • J H O I 8 0 0 i 0 I Y. •0 H H H A S L ••• j�a O �D • +D b j c • • • - ••• • • • • O•Ppj L OM OH OH OJ 0 EXTERIOR : •• •• • • IXWXXO(SHOWN) • 90'CORNER DETAIL'0' ON SHEEP 22 135' CORNER DETAIL'P'ON SHEET 22 Q a^ a ry 1 •• •• • •••• OPTIONAL IN LIEU OF J - •••••• • • ` oma ••• •• • • • ••:••• __ ``\`T1 11111lift/''/ o o • APPROVESGaJrIGU RAT•D/NNS•• � 1 ••• •• POCKETED•'{i� :OOR •SE SY!JE 0130 OR DPED 4/AND REINFORCING OPTIONS 70692 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O FOUR•TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. v,TE OF :��y` drawing no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. � '• OR!PP•',�'\�� POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ' DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CILARTS V GLASS TYPES CLASS TYPES �� n 'A' A, 'A1' 'B'k'BI' o NON. DOOR NU4BER of INTERLACES INTERLACES Z n i PANEL 1YI0111 FRAME HEIC PANEL6 W/O REINP. WITH REINF. b� IN°F6 rlac6 ,.unxm EXT.(+) INT.(-) Exr.(+) INT(-) C~ °� 24-1/8 10 60.0 80.0 80.0 80.0 n 1a 30-1/8 10 60.0 60.0 80.D 80.0 RE cSa h o 36-1/8 90 10 60.0 60.0 80.0 80.0 I 0 O O..M U 42-1/8 IO 60.0 60.0 80.0 80.0 NOM. PANT WIDTH IL W d 48-1/6 10 60.0 60.0 80.0 80.0 0:0 E d 54-1/8 9 533 53.3 71.1 71.1 "o'm LL 24-1/8 10 80.0 60.0 80.0 80.0 O 30-1/8 10 60.0 60.0 80.0 Bo.O NOM. PANE1 WIDTH _ O a a< g 36-1/8 64 10 60.0 60.0 90.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 y y O N 48-1/8 10 60.0 a0.0 60.0 80.0 Q W y I^p 54-1/8 9 53.3 53.3 71.1 71.1 LL Z O M 24-1/8 10 60.0 60.0 80.0 30-1/8 /_^) 10 60.0 fi0.o aD.o ec.o NOM. PANEL WIDTH a b 36-1 8 `w / 10 80.0 60.0 80.0 80.0 O 4 ��/// 70 60.0 80.0 80.0 1/8 9 )-0 80.0 BO.0 2 1/8 10 80.0 90.0 80.0 80.0 iz U O 0 30-7/8 10 60.0 --o '0- 36-1/8 96 IO 60.0 60.0 80.0 80.0 L r 42-1/8 10 60.0 80.0 90.0 80.0 0 O 48-1/8 9 60.0 60.0 B0.0 80.0 t.. NEL WIDTH �O W .. 0 G1ASS TYPES inn 'B', 'AI','BI' INTERLOCKS WITH REINF. in EXT..(+)I INT.(-) 3 I z4-1/9 10 - 'o, 60.0 d •a 3 30-1/8 10 - - 80.0 60.0 APPLICABLE FSC 10 - EGRESS E REQUIREMENTS TO BE 6 3 p n 38-1/8 102 - 80.0 60.0 REVIEWED BY Mi. 42-1/8 • •MO - - 60.0 BO.O la p Q • 4011/8 • • 1� - - 60.0 ••• 141/8 • • 9 54.4 54.4 0 • 23p#1/8 16 - 60.0 I 60.0 ••• ••1/8 •:••*to - - 60.0 60.0 pp • 36-1/8 1 - - 60.0 60.0 W tc - • 42_1/9 108 • 10 - 60.0 60.0 OI • 48-1/B 10 ••• •• ?W 53-1/8 •• �_• 54.4 54.4 •• i-1/8 015 - - 60.0 60.0 • 30-1/8 10 - - 60.0 60.0 y0j •• 31/8 1� • - ••• 60.0 60.0 rc rc i • 4&1/8 • - - 60.0 60.0 ••• 49-1/8 9 - - 60.0 W.0 NOTE: • 2T-1/8 10 -• ••• 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE d r ••• /a •• - - 60.a so.o E9 E5.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ° • 36-1/8 420 /p - - So.0 bo.0 AND FLORIDA BUILDING COMMISSION .�o- x I • • 42-1/8 • •1C -• •• BOO 60.0 DECLARATORY STATEMENT OCA05-DEC-219 ••• 046-1/8 s - •- 60.0 60.0 o ... .;�r 111n11n ILIA •••• m .`app AHM,p N n n PRODUCT REVISED NBF'•V ascomp)yiIT with the Florida Building Coda NOA-No. 17.1011.18 'u = a E 1 _ Expiration[late 09/22/2020 �� - ATEOF .drowing no. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS By % F'••-DREDR�'�9\°rte W10-31 ABOVE +60.0 PSF ONLY. Miami-Dad roduct Control ' S�� •- ��yC9`` nNTERLDCKs INTERLOCKS o�ALt11` sheet 13 of 28 W/O REINF. WITH REINF. I 3/16"ANN.GLASS 3/16'ANN. GLASS U U .075'Interlayer .075 Interlayer �? Soft CP With PET Core Sa(lax CP With PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR Z ; .090'Interlayer .090'Interlayer O Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By'Eastman Chemical Co.' N ? n a OR 6 o .090'Interlayer 3/8' AIR SPACE-.\ Ss90t'Ilasriayer O W coNV.".M o By 'K ror ryG d N R'Kuroroy America, Inc.' oR'Kuroroy America, Inc.' {u OC LL .090' Interayer 3/16'TEMP.GLASS .090" Interlayer Trosifol PVB Trosifol PVS By'Kuraray America,Inc.' By'Kumray America, Inc.' 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 0 �p SILICONE SILICONE F GE SCS 1200 GE SCS 1200 m DOW CORNING 899 m DOW CORNING 899 IL Z NO yN DOW CORNING 995 N DOW CORNING 995 ] Mt M7 XL EDGE SPACER I Q u7T m f cs ii M cs i. iI. ST.STEEL BY'CARDINAL' 0 OR DURASEAL BY 'QUANEX' — a ai SETTING BLOCKS OR v O AT 1/4 POINTS ON LITES O SUPER SPACER BY'QUANEX' c e P'. 1 WIDER THAN 38" (Y, 1 SETTING BLOCKS g Ga DUROPOM [7 AT 1/4 POINTS ALL SIZES $2 DUROM.LTER BSfS t9C+ EPDM 'uC W DUROMETER 85*50ZS z O W v GLAS GLASS TYPE 'AC 7/16'OVERALL LAM. GLASS 1'OVERALL INSUL LAM.GLASS O F N o g N 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 0 M "� .075" Interlayer .075' Interloyer E G z--iSafi-CP With PET Core SaFlex CP With PET Core C] p By'Eastman Chemical Co.' By'Eastman Che 000• mical Co.' 0 • o "�' •OR OR `"3' C7 pa J • • •• .090' InteQrlayer .090"Interlayer ••• •• Saflex CRar Ane lolor Grass SO-Clear And Color Clas t� s 0 '• • By'Easa themAl Co.' By'Eastman Chemical Co.' •• ••� OR • • OR ••• •• • .090'Intp�rlayer 3/8-AIR SPACE .090'Interlayer • SentryGl • SentryGlas • • 1 By'Ku jaj:mp Inc.' By'K—my America, Inc. • OR OR e ••• •• •• • 090"Interrj�ay r 3/16'TEMP. GLASS 090"Interlayer o N s o • • Trosifol VSe,,�•• Trosifol PVB o •• •• • By 'Kurlag Y'+6. Inc.' By'Kuroroy America, Inc.' • •• •• 3/16" HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 0000 uI��`�•�� ••••• •SILICONE 0 SILICONE 0•• •• 0 0E"99 200 GE SCS 1200 • • sa DOW CORNING 899 DOW CORNING 899 .. • 000'C�2WNG 995 DOW CORNING 995 c v 9 0 ••• •• : �•• M1 'i • •••• a M1 XL EDGE SPACER _ •• \ ST.STEEL BY'CARDINAL' 'I SETTING BLOCKS ni OR • • •• ! :I • *r 1/4 POINTS ON UTES !I OURASEAL BY 'QUANEX' ` 0000•• 0000 I • • WISER THAN 36" .I! OR O 0 • 0 OUROMETER 85}5 O SUPER SPACER BY'QUANEX' r ```` 11LL II o ; a 1 fK 1 SETTING aLDGKs PRODUCT REVISED ,��•`•ENS 75as comgplyying with the Florida _ n AT 1/4 POINTS ALL SIZES Buildin GotlO SS ADM NDA-No. 17-1011.18 DUROM�ER BStS Expiration Data 09/22/2020 GLASS TYPE 'H' GLASS TYPE 'BL' / 0. TATEOF f✓Vy drawing no. 7/16.OVERALL LAIR.GLASS 1'OVERALL INSUL LAM-GLASS By • •Rtomo"••�G�: W10-31 Ml.rm,-117Froduct Control GLAZING OPTIONS STi®NAL,,� \ meet T 4 of 28 TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 213Y WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS TYPICAL ANCHORS 4� V AT MTG. STILE AT MTG. STILE IN CLUSTERS CONCRETE SEE NOTE SHEET 7 AT MTG.STILE IN CLUSTERS � ^1 &INJENLOCi(-ENDS &INTERLOCK ENDS 1BY WOOD BUCKS AT MTG. STILE METAL STRUCTURES I SEE CHART- 3 KSI SEE CHART & INTERLOCK ENDS 0 EDGE IST.° '..FOfi QllAtfTTTI ES,... CONCRETE [SEE NOTE SHEET 1 SEE CHART & INTERLOCK ENDS SEE SPEC BELOW FOR gQANTMES FOR OUANTRIES SEE CHART Z m i E06OIST. 3 5/8"... FOR QUANTITIES 0 EDGE DIST. 3 5/8' f 1••1 a NC KSI CONCRETE DIST. a S 6 0 MID I I I 0 w N IZ C C 4-M a q� z z (0) �GjH ANCHOR TYPE A NN ANCHOR TYPE A IV mN ANCHOR TYPE B n mN ANCHOR TYPE C INTO 2BY WOOD BUCKS \I THRU 15Y WOOD BUC DIRECTLY INTO 3 KSI CONCRETE 0 ��INTO METAL STRUCTURES o 0 a 0 p OR WOOD STRUCTURES F rT1LB ETE ROVED MULLIONS 0 +�+� yo DESIGN LOAD CAPACITY-PSF(ANCHORS) Q j LL G WOOD KS AND ML IM STRUCTU NOT BY CGI WINDOWS INSTALLATION CONDITION�AP LL w HEAD ANCHORS SILL ANcxoas MUST SU LOADS IMPOSED GLAZING SYSTEM AN BOTH 2 TRACK AND 3 f (TYPe 4 B a c) (TYPE Ez)Ar cwsrFE a eLNCHORS: SEE ELEV. FOR SPACING TRANSFER THE OTHE HUILD G STRUCTURE. STD. FRAME HG1D ANDa w �{ mtE/IIrIEgLOCX Foos 60IF/In1ETd8cx Enos 4 8 8 4 6 a WM_ AT HEAD -AT 7AMB5-PMIWIO1H FRAMOE�NOCHI E%T.(+)E)R.(t)EXT.(+) Exi.(+) ExT.(+) EXi.(+) 1/4" X 3-1/4- ULIRACON RY'FICO' (Fu-t77 K5,Fy=155 ) TYPE'A'- 1/4DIA. ULTRACON BY'FICO' (Fue177 K51,Fy-155 KSI)-M wcnEs INT.(-)INT.(-)INT.(- INT.(- INL(-) INT.(-) THRU 1BY BUCKS INTO CONCRETE � INTO 2BY WOOD BUCKS OR WOOD STRUCTURES- 50.0 - - 1-1/4'MIN. EMBED INTO CONCRETE I 1-1/2" MIN. PENETRATION INTO WOOD I i 3o-t/a ao.o - a - 36-1/e 80.0 - - 76.2 eo.o - T/ 2BY BUCKS IMO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY of az-t/e 82 72.4 60.0 - fi9.] eo.0 - I� 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN, EMBED INTO CONC. OR MASONRY I o 48-1/8 66-8 e0.0 - 83.4 80.0 - O TYPE 4' (Fu:t Fy=155 KSI) 'B'- 1/4" DIA. ULTRACON 6Y`FICO` (Fw177 KSI,Fy-155 z W 54-I/8 628 SO.0 - 595 80.0 60.0 - tz 24-1/8 80.0 - - 80.0 - - DIR I IRECTLY INTO CONC. OR MASONRY I 81 sa-1/e 80.0 - - 60.0 - - 2' MIN. EMBEDNTO ONRY C 36-1/e 75.5 80-0 - 71.6 80.0 - =N o e4 TYPE `C'- 1/4' DI SELF DRILLING SCREWS (cPAOE 5 cR5) I TYPE 'C'- 1/4' D e F DRILLING SCREW (GRADE 5 CRS) n rn 42-1/9 67.8 80.0 - 84.3 80.0 - .. � y 48-1/8 62.3 80.0 - 59.1 80.0 60.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS 30 D n 54-1/8 564 80.0 80.0 55.3 80.0 a0.0 OR II OR U 24-1/a 80.0 - - 5010 - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES(HEAD/SILL/JAMBS) C Z LJ7. 30-1/6 79.7 80.0 - 75.fi ao.o - I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I I (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE I 3 0 -n 36-1/B gs qFft.2 So.0 65.6 Sao _ ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) • 42i•1/9 • • 61. 80.0 - 38-7 ao.0 80.0 STEEL: 1/8'THK. MIN. (Fy- 36 KSI MIN.) STEEL: 1/8"THK. MIN. (Fy = 36 KS1 MIN-) U O ••• 1/a • 6.7 80.0 .a .7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM 70 BE PLATED OR PANTED) I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • 2t1/8 80 - - 80. LLL�� _ll_ J 0 30-t/e ••• W 50.0 - 80 eo-o _ -AT SILL ANCHOR EDGE DISTANCES ••• _ FE 'B2'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) IMO CONCRETE OR MASONRY= 2-1/2'MIN. ONb•1/8 es 63R 80.0 •- 60.6 80.0 • INTO WOOD STRUCTURE = 1' MIN. a2-1/e 87.o eo.o �o.A 54.• eo.0 eo.o DIRECTLY INTO CONCRETE ' • INTO METAL STRUCTURE-3 4'MIN. • 4a-t/6 • 51.9 n.9 73s eo.a - 7_3/4" MIN. EMBED INTO CONCRETE- - - _ / o WOOD AT HEAD OR JAMBS SG-0.55 MIN. ••• •¢•-1/e •• 0.0 - - - `.�' CONCRETE AT HEAD,SILL OR JAMBS f'c- 3000 PSI MIN. a a¢n R 30-1/9 • • 60.1 - - 60.0 - - NOTE_ C-90 HOLLOW/FlLLED BLOCK AT JAMBS frn-2000 PSI MIN. zo ••• •3R-1/a !oz 49.3 60.0 •6.01 •li$ 60.0 60.0 w ANCHOR CAPACITIES LISTED ON THIS d •• 04&-1/a 52.7 60.0 60.0 50.0 6o.a so.o SILL RISERS ` P 6 q < SHEET TO BE USED IN CONJUNCTION SEE SHEETS 3' 15, A & 18 FOR OPTIONAL SILL DETAILS ,_ 48-t/e ••• 4 g e0.o s 60.0 60.o ty(7}I CLASS CHARTS ON SHEET 13 AND SHEET 73'FOR'CAPACITY • 50-/a 60.0 60.0 60.0 LOWER APPLICABLE VALUES CONTROL T ••• 21/8 60.0 - - 60.0 • A-1/8 fio.o - f• •� - - x 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B z ANCHOR TYPE B • I o TO 2 AND 4 TRACK FRAMES. _ DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 K51 CONCRETE - 1/8 1 B 55.3 80.0 60.• 5_25 80.0 80.0 ••• • PLEASE SEE FOLLOWING SHEETS FOR DETAILS. _ 4 t 0 •m - • 42-i/B • • 60. � 60.0 60.0 • 49-1/8 5 so.O 60.0 22 80.0 60.0 • 24-1/B 60.0 •••• 1_t/e 000060.0 - ♦ 57�t fio.o so.o w PRODUCT REVISED t�1ryt11111u o - 36-t/e •1i4•• .9 so.o eo.o a9,z 60.0 6o-o as complying with the Florida '1 1 , �F+v A ////4 ,6 42-1/e 4s.9 60.0 60.0 a3.6 60.0 60.0 Building Code '-I ',3,'9/8'• a 48-1/e 47.5 so-o so.o 35.4 ss.t60.o NOA-No. 17-'I 017,78 .358`•, . : 5�'• N• 24-1/0 60.0 - - 60.0 - - o 3o-1/e 56.9 60.0 50.0 s4.0 so.o fio.o 5 Expiration Date 09/22/2020 TYPICAL ANCHORS Y:f •. - o u i 36-1/8 120 48.8 60.0 so. 46.3 60.0 60.0 d By PO ED&HARDENED IN CLUSTERS 4z-1 a 4311 fio.o 6o.0 40.9 60.o eo.o MiamrOa oduct Control NO-MLTAW/NON-SHRINKAGE / HIGH STRENGTH GROUT AT MTG. STILE ht drawing no. 48-1/8 ses fi6.4 60.0 itis 55.4 60.0 f'c =5000 PSI MIN. & INTERLOCK ENDS '•w.� SEE CHART UMIT EXT. (+)LOADS TO 60-0 PSF FOR DOORS W/O REINFORCING ALL SIZES NOT BY C.G.I. W10-31 OMR EXT LOACS TO 80.0 PSF FOR ODORS W/REINF.UPTO 96 IN.HT. MUST TRANSFER SHEAR FOR QUANTITIES /� \` LOACS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 96 IN.HT. UPTO 120 IN. HIGH. LOADS TO STRUCTURE //ll/li1t1117 sheet 15 of28� U U PRODUCT REVISED 1*4 SEE SHEET 15 FOR ANCHORS fly n as com Iying with the Florida tY Building Lode al > EDGE DIST. 3 5/6" EDGE NOA-Nog 17-1011.18 3 ¢ EDGE DIST. 3 5/B° EDGE DIST. 3 5/8" y m a I ExpiratIon Data 09122/2020 tp z 44 B o Miami;�Product Control CI V'o> WEEP SIZE 1/4" X 1/8" d o omi o O 1 M11 REFER TO SHEEP 15 FOR VARIOUS C d� INSTALLATION CONDITIONS. fY�`�0 n m ® m OPTIONAL SLANT SILL ADAPTORS a w m 2 Li i iii jl-i I I� II I 1' If I if 11 g C II III .I it it Ii I! If I! s O L; "4 i jl II DECORATIVE II if ii j.I! SILL COVER N OPTIONAL j GG j -4F �I Ed 'p� 1 vt !I I • I.i I • • I !i!i ! .i II tQ 6�a 1 i,II j 1i U g ••• • • • jl I 11 it I I I!I! I I! ••• • :• •: • jl I. II;.I I II • • • Ii i II I Il li ,�?^ C •• •• • iI j lI jI,1'I ® I, 'I if jli ® . . SABrIL�1OL aVTifRISER ••• • • •• • 1'I 1 I ADE FO6R0 1 LOSAFDS HIGH STRENGTH GRO•• • • • • If II POURED K HARDENED • ••••• NON-SHRINK,NON-METALLC SILL RISER U4w g •• • f'c 5000 Psi MIN. ED FOR LOADS •••• ABOVE +60 PSF A••••••• MUTT EAR • LOADS TO STRUCTURE •• • • j U • • 000000 •••• If • • • • •• C ® ® ® ® - \mow r • • • .• Naz i • N N •••••• • • • • I-n\ \ !11 1 \ 1111 . ......... ... ..... ...... I \\1 \ o ...... .. . . i B 1 � .70522 9 - •�' ' \ EDGE DIST. ff SLS, 1 w EDGE DIST. ''36$"• 1 3 K51 CONC. EDGE biSi. 3 5/6' .I 3 K51 CONC. SEE SHEET 15 FOR ANCHORS ��. SOF •�2 drawing no. THREE (3) TRACK DOOR DETAILS !J''�s��'m► 41/117„\\ sheet 16af 28; TYPICAL ANCHORS SEE ELEV. PANEL WIDTH FOR SPACING �1 1/2` MAX. © EB D.LO. I H� REINF.AS REOD. O O m 3 SEE CHART ON Z m h LOAD SHIEMING M75A 1 SHEET 13 FOR CAPACITY O n N ES �IL V L o N a 1 a 0 Y O O U X o aE �°� coi 2 m- - - - o ° D m o K C o N K Z O N LL � 1 1 1 O O O 0 OLLOm^ m d 9M1iA M16A Q�umf o ,1 q E27 D 1 E4 1 .LO. g j 1 D.L OPG. w N N I EXTERIORNOM. PANEL WIDTH I PANEL WIDTH 00 LOCK STILE INTERLOCK INTERLOCK ASTRAGAL 0 (REINFORCED) DOOR FRAME WIDTH (REINFORCED) N C_ p n n 1%6 OR LARGER 10 X 1-1 4-SS PH SMS a7 N W000 BUCKS / i PER CUP d 0PANEL 3 O ER PANEL YIIDTH O O AT 18'FROM PEACH END M2 EE C Z 1r2'mac. AND AT >N 1/2'MAX. MIDSPAN 1/4`MAX. �n �_m • • �0 SSH"I� O.LO. LOAD BEARING #8 X 3/4'SS FH SMS LDAO BEARING METAL 0¢ J f •••• • • • SHIM W M2 1 PER CLIP SHIM STRUCTURE O i ••• 0000•• z o • • • TYPICAL ANCHORS • TYPICAL ANC RS • • _ _ _ u �•O� -SEE ELEV. • SEE • --------- _ TYPIGL ANCHORS =-_ �i I G s 9 w • FOR SPACI G • ., -SEE ELEV. FOR SPACING •••• • •• • 1 FOR SPACING 11 19 N • • o W ••••• • II I I II � 0000• • "< L6'I a gig 000 • •0• • • 1 0 M :,w� II II \ orc Eve • 0 • 0000•• • Lj • QI• • i • ••II•• • • �000 • l _ { 000000 0••• • • EXTERIOR DOOR FRAME WIDTH BXEQ-pANEI Ems. `Y 111n 11 u1�Y o - •• • DOOR FRAME WIDTH o `�� •n , PRODUCT REVISED - •• DOOR FRAME WIDTH as com l In with the Florida NSR 2X8 OR URGER WOOD SUCK Building Code e OR NOA-No. 17-1011.98 0592 _ e 3 WOOD STRUCTURE Expiration Date 0912212020 By .O•'._ srw eOF •�� drowingo no. Mlam Da ,.duct Control I THREE (3) DOOR DETAILS'DETAILS "NII;ALIN sheet 17 of 28, i U � U SEE SHEEP 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS �� o m m 3 Z EDGE DST. t 3/4" ! � EDGE DIST. t 3/4 0Z e>m I xQ F b 3 KSI CONIC. 3 KSI CONC, o �o `•. E3 10, WEEP SIZE 1/4" X 1/8" Q y m vQWti REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDMONS d&¢ Oaoopyp Al Ml E26 G 1 T w o If ZiaCE, Cj IL Z N v W 101)�E OPTIONAL SLANT SILL ADAPTORS I'i I 11' O Ili C I i DECORATIVE o L n SILL COVER l I OPTIONAL 00 n l r Of dr I w a ! I! S2 a I li al rn n pILL= ao a W a o = II 03"'v\ 0 4 IM • 1 II L II 0 ! •••4•• 1 •••• • • • T I'I' SILL RISER : • 7 • jl' it i Ee.t OPTIONAL FOR LOADS I • - it OVE :60 PSF ' •••• • li I! O ,II � � � i •• ••• • i !I! '` tl �38o • • POURED k HARDENED ••• • !I HIGH STRENGTH GRODT 33 • • NON-SHRINK, NON-MET LUC SILL ISER 11 i n 3 • •• EB REDD FOR LOADS •• • • 1'c=5000 PSI MIN. ABO +60 PSF •••••• • NOT BY CGI WINDOWS ® it • MUST TRANSFER SHEAR • • M3 '004• LOADS TO STRUCTURE Ij J ••:••• • •• Bi D1 ` e! • • ® y ° so ••••• • • ��= O ••• E1 p •••• N \fit 11111111f 1,f, i I I ....... PRODUCT REVISED � ' n Al as complying with the Florida \` N •� Building Code 1 NOA-No. 17.10'11.18 \ ..1. UA, CONIC. ' ' •,, !« 3 KSI CONIC. Expiration Date 09/22/2020 EDGE DIST. 1.]/4• EDGE DIST. 1.5/4" B �� `r y TE OF dr°w!ng no. SEE SHEET 15 FOR ANCHORS Miami- a Product Control SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAMS 1fNnntt\ sheet 16 of 2a t t TYPICAL ANCHORS SEE ELEV. FOR SPACING I 1/2' MAX. PANEL WIDTH ❑ m m 3 LOAD BEARING X10 X 1-1/4"SS PH SMS © PANEL WIDTH SHI �,1 1 PER CUP Z HO J 1 f zg, a 8 x 3/4•SS FH SMS D.L.O. D.L.O. d 6 p !� Z M2 1 PER CLIP 1 ES a 1 N U G NW U yg2 Ix QF UOo _- cr _ K Z M II O O 06C O0 O ap 0 3 N L IS Qwmk -- c E5 E4 E9 W N D.L.O. INTERLOCK ASTRAGAL d u FIXED PANEL (RFJNFORCED) o C EXTERIOR S N NOM. PANEL WIDTH m I_ DOOR FRAME WIDTH O n nF 1BY WOOD BUCKS �" N SEE NOTE SHEET 1 s c > d v n 1/2-MAX. LOAD BEARING K1 L1 �i 1/4"MAX. o X10% 1-1/4'SS PH SMS_ • AIM PANEL WIDTH o.a 1 PER CUP LOAD BEARING O " • • • 1/2'MAX. UOm SHIM METAL (3 • • • •• • •• TYPICAL ANCHORS STRUCTURE g o g T •••• • LOAD BEARING SEE ELEV. Na X 3/4'SS FH SMS U • • • D.LO. SHIM FOR SPACING 1 PER CUP 0 •••• *TYPICAL ANtRS TYPICAL ANCHORS • SEE 'V. • SEE ELEV. • FOR SPA 'G� _ FOR SPACING t ••••0 • • • • • ti U • o • • O o •• • • EXT. EXT' Ci m • •• 000004 •• p DOOR FRNAE WIDTH E o' ••• • 0OR FRAME WIDTH EXT ERIOR DOOR FRAME WIDTH C� • • FIXED PANEL !I I 111111 ••• .WOOD BUCK OR J.---'....�.q wooD STRUCTURE PRODUCT REVISED ;8- cEvsE':°O SEE NOTE SHEET 1 as complying with the Florida Building Code 1 ,,A-No. 17-1011.18 Expiration Data 09/22/2020 - �oA7E OF ��(/�� drawing no. i Miami-0 a Product Control ��s- oRtDP'• G�`� W10-31 BY '1`{10 (2) TRACK DOOR DETAILS aNA►-�� ` Jlnitna sheet19 of28, REFER TO SHEET 15 FOR VARIOUS LU u SEE SHEET 15 FOR ANCHORS INSTALLATION CONDITIONSu . A n 0 EDGE DIST. 3 5/8` EDGE PRODUCT REVISED Z ;". 3 s - DIS(. mGE DIST, 5/8° EDGE DIST- 3 5/B" as comp)yyingg with the Florida 0 e z mi Building Code q a 'a .I- I. .. NOA-No. 3 17-'1019.18 I a: :a F Expiration Date 09/22/2020 0 v Mlaml-Qa CL —duct Codtr0 p t 0 11sAil VLA ILI-Ail� O - E (� yjn'I WEEP SIZE 1/4" 11/8•' q C d ro o Mil 0 cno S © 0 °�U0Y O ® ® 02 I U it i j, r II II 11 li li i 1' i.� V N li I II II 'I p C I III I II II g h O F o OPTIONAL Cl o' x SLANT SILL ADAPTORS DECORATIVE 1 O r = c� O I. ! .I 2 SILL COVER ,Q, (n N W J � Q OPTIONAL O r7 h ddd5 wW Ill d �� h r� �zl M o aij • 1 is i!i! 1 I. 1 �l o - O • • 'I.I I I 0--� • o • iii i!; i !- li � C7 3 0000• • • 0000 • O ••••• I I! i.I' I I� 1� • • • • • .i ji j ji jj' it •• • i•i••i l ii it ii i-' ••••• •• •• 'I i SELL RISER o z •• •• I I:II�I • • • 'I.II Ee.t READ. FOR - •••• • • r POURED&HARDENED LOADS rii o ¢ • • • .I) ABOVE+60 PSF W •••••• I!!! HIGH STRENGTH GROUT NON-SHRINK,NON-METAWC •0000 ! '! �I! SILL RISER • •••0 Yc=5000 PSI MIN. EB READ. FOR LOADS jj u°- • •:•• • • • NOT BY CG1 WINDOWS ® ® ABOVE+60 PSF 5 0 y a g • 0••0 MUST TRANSFER SHEAR •••• E7 LOADS TO STRUCTURE . • 0000•• I II • O 00014, 0•• I I ro O J d yo�o • • • • - • I -oss • •• 640.00 • • - �� r, ,�r, 3 KSI CONC. I 3 KSI CONC. EDGE DIST. •3 6�. �. EDGE DIST. '3 5�.. EDGE DIST. �3 5/�w. - \ s �� w` drawing no- `SEE SHEET 15 FOR ANCHORS � •S OR10A• \`�� 1�110-31 FOUR (4) TRACK DOOR DETAILS "raPVAi.I�` sheetQOof28 TYPICAL ANCHORS U SEE ELEv. PRODUCT REVISED FOR SPACING PANEL WIDTH as com 1 In with the Florida tY !0I Building Code 1/2°MAX. G2 EB NDA-No, 17-1011.18 1/4"MAX. Z ;0 % LOAD BEARING Fxpiration Date 09/22/2020 LOAD BEARING METAL Q q 1 z SHIM M15A 1 L3 SHIM —//-STRUCTURE D.LO. ey / y e i Miami- roduct Control p N U --- TYPICAL ANCHORS N . - - - �o It FOR SPACING 0 b N m u V 00 r o I II �aco a C-abC C M N II � aWw=�6 1 1 1 OO U N ur"Z o- N M14A MISA II WNf I O II II is I h EXTERIOR ^ °o 1:1 M EXTERI OI2 25 ii-- 3 410 X 1-1/4" SSPH, SMS PER C P C DOOR FRAME WIDTH L023 PER PAEL �=N 1%B OR LARGER AT 18° FROM EACH ENO Or o W0OD SUCKS 1/2"MAX AND AT MIDSPAN 1/4"MAX. "�... 3 Nro LOAD BEARING 18 X 3/4"SS FH SMS LOAD BEARING METAL �" SHIM 1 PER CLIP SHIM STRUCTURE C z tJi N 30 -a 1/2-MAX. o o g ANCHORS TYPICAL AII N o g v •LOA!46EARING A SEE ELEV. (.D • • SHIM FOR SPACING TYPICAANCHORS • • • •• •• r I I� FOR SPACING •• ••• •••• • TYPICAL Ay+C} `RS • • • s O • SEE • • -$ • FOR SPI G •• ••• n � II ` _u �s� •••• • :••f • 11 N I N _agJ `z3� • • S •• •• IOR O EXTER _ •••• • • • • • EXTERIOR `Y1YY11111Iw'�,�� o `r • • DOOR FRAME WIOTF{ DOOR FRAME WIDTH T a s 2X8 OR LARGER,WOOD BUCK _ OR C= O WOOD STRUCTURE .. �••., ATEOF :`(yW\ drawing no. W10-31 NAL FOUR 4 TRACK DOOR DETAILS 'r,O �YY {i111101Y sheet 21 of 28 FL-W V O Z 3 w H E 2. a 0 oN`m 0 tmn rHH SELF DRIW#10-16 X2NG SCREWS � AT 6"FROM ENDS& 12"O.C. a.0 D Q g .I! I 0.3 I wz� LL Z m J �� Oli Q�imS J III OQ 90'CORNER ©135' CORNER C� d 3 #10-24 X 1/2" v N i X10-24 X 1/2' FH THREAD CUTTING SCREWS U p ¢ FH THREAD CUTTING SCREWS 1 C a AT 6- FROM ENDS& 12'O.C. 3 AT 6'FROM ENDS& 12"O.C, S 0 o Ci n o — 2 C N o 2 E32 N lry^m 3 M I S� 0 3 m Imo._.� 3a _o ed • • • • p • • • • • EXTERIOR $$a H • •• ••• D.L.OPG, EXTERIOR a 000 • • ••••• PANEL WIDTH PANEL WIDTH •••11• • *000 DOOR FRAME WIDTH DOOR FRAME WIDTH •••• • $QFQj2 I NG SCREWS h o • • • E"�FRdRA-ENDS& 12"O.C. _ • DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ' • • • • 0 • • • PRODUCT REVISED PJ•" i •••• as complying with the Florida \ Building Code NOA-No. 17-1011.18 Expiration Date 09/22/2020 - s Te OF •'.lp�: drowing no. ay - Miami-Oa� Product Control ;'. OR79N,�•��\�� W'�Q_31 I EXTERIOR MOUNTED 4ftv POCKETED JAMB (Q ? 0 TYPICAL ANCHORS Zm 3 TYPE A. B OR C O A7 6" FROM ENDS AND O M W 6"O.C. INTO WOOD/CONC./METAL I- Z n a 1-1/B"MIN. /-6"O.C. IMQ S e• O BLOCK ONLY o / 1-1/2"MIN. WOOD EMBED 0 g 0`,p 8 SST EDGE DIST. 1-1/4"MIN. BLOCK EMBED O w B• TYPICAL PAD PILE INSTALATION LOCATION i/s1MIN I. COLNC. EM ED I c t 0 U"Q BLOCCK O o w WOOD0?M o 2 i / / METAL O a Q a o O.3tr o N1/iq Zrn_o of m W M r O EXTERIOR U O n ® a � G I g — O p w TYPICAL AT PANEL 4 CORNERS ti 4 � O POCKET CAVITY NOT BY CGI NOT PARI OF THIS NOA to N^ m TO BE REVIEWED BY AHJ 3 "� dO 3:r7 n D m C Z,n DOOR FRAME WIDTH p_-"on' p • •• NOM. PANEL WIDTH „ U • • • 2 O • II ___ �._ i Asa ••• • •� • 0 0 0Ao ••• • II i.:�:.. •••• •�nl ••••• •• •� • 11 O O O . ...... O . -O ............... iii{i m JE o' Sg • • • • .]P�. . o i •••• 1• •••• • • EXTERIOR i •••• PRODUCT REVISED as complying ith the Florida -6 BuildingCodey}_ NOMNo. 17-1011.18 = - Expiration Date 09/22/2020 ice. T_qF �� drawing no. By oR�o�.•'G�� W10-31 Miami-D a Product Control ''��o��`��\ sheet 2,j of 28 i I CODE PART N.. DESCRIPTION MATERLIL MANDF. RRNdRK U U \ Et CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - 11� ro E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER �V o_ F3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - Z E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CCI EXTRUDER Q q�Sa4y z E5 CG-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - Q g Z ly a E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP& BOTTOM HORR 6063-T6 CGI EXTRUDER - O OJ N ro U E8 CCI-157. SILL RISER 8083-Te CGI EXTRUDER - EB.1 CGI-181 ALT.SILL RISER(OPTIONAL) 5063-TB CGI EXTRUDER - O E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - V 8 LL E10 CGI-159 INTERLOCK REINFORCING(LENGTH-FRAME HT.-6-) 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS ° m E11 CGI-182 FRAME SILL 3 TRACK 6063-T6 ccl ExrnuDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT C y 0 E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - MAIN STILE AT 40° FROM BOTTOM Q 7�C E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E14 CGI-168 OUTER TRACK ASTRAGAL6063-T6 CGI EXINUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) Q w H e E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) u'z a ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E16 CGI-121 7/16°GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER E17 CGI-123 1'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - 0 E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T5 CGI EXTRUDER - DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40"AND 78° FROM m E20 CGI-155A- MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - g SECURED WITH-(2) 10-24 X 1/2° FH SCREWS � E22 C0I-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - m BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED � i E23 CGI-166A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-78 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) Q n E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - ZINC HANDLE SET " 0!+� E25 CGI-184 2, 3&4 TRACK FRAME SILL SCREW COVER 6063-T6 CCI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS N E26 CGI-187 2,3&4 TRACK FRAME HEAD SCREW COVER 5063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-3310143) C �"I o E27 CGI-188 FRAME JP1JB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS E28 CCI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER O N E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER E31 CGI-1057 FEMALE CORNER ADAPTOR(90) 6063-T6 CGI EXTRUDER E32 CCI-1058 FEMALE CORNER ADAPTOR(135') 6063-16 CGI EXIHUDER - `,,�- (') g J E33 %1-*1 5 MALE CORNER ADAPTOR 6063-16 CGI EXTRUDER - � C) • •MI 000I.3✓12V G4ZING OUyB VINYL(DUROMETER 75-80 SHORE A) PJC - - •••• M2 CGI-171 FIPED PANEL CIDP(2-1/2'LONG) 6063-TS 3•FTXED PANEL • M3 ••wirvi FIXE)PANEL SHIM NYLON - 2 PER FIXED PANEL •:•• •MIO •CGI-1769 F*ME HFAD INTILIFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. o • MN 1201NG P FIN WOOL ULTRAFAB OR EQUIV. - • M12 - BOTTOM RAIL STIFFENER, 1-LONG,2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL •••• M13 - 1 R LY A7 PANELS WRHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL C $ •••6•,113A • 1986 RWLI"*!W40LY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL �7 - • • M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 K'g ••• M14A •P"-OC#rVr117 DIjAI MORTiS LOCK ST/ST INTERLOCKS ATTACHED TO M16A � • •M15 0SGD-501 KEE"•• ZINC SULLIVAN INST.W/2#10X3/4-PH •••• _- • OM15A -50714 ZINC INTERLOCKS INST.W/2$10X3/4'PH O O M76 SGD-503 RECESED ADAPTOR LNC SULLIVAN INST.W/2#10X3/4-FH - - • M16A P 0- 3-117 R TOR ZINC INTERLOCKS INST.W/2 1IJX3/4-FH • M17 •SGD-IVQP Hr40LE ZINC SULLNAN/INPcRLOCKS •••• M18 SM2300WH H*IDLC SET OPTIONAL ZINC SULLIVAN - "''\\1\11111111IITI,,' oI °T M19 9SC52000 4PRUF SEALANT SILICONE GE - ��•��R/� M20 •4011Lt77 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLTYAN OR EQUIV. 4 PER PANEL PRODUCT REVISED �Q'' ENS '•."'�G o as complying with the Florida M21 WS-202 HEAD AND SILL SMALL FILE PAD WOOL ULTRAFAB OR EQUIV. i PER INTERLOCK/ASTRAGAL Building Code M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAD OR EQUIV. NOA-No. 17-1011.18 ,101 = _ M23- HD-12-10042 ,350-REACH POCKET SEAL - AMESBURY - - Expiratlon Date 09/22/2020 �= � S2 - 110 X 1 1/4-LG.PHIL PH.SMS. ST/ST.ASSEMBLY SCREW - - _ 2 OR 3 PER CORNER ��'. TE OP :.��` drawing no. By l OR,aP..:�.�; W10-31 MTam1- a Product Control s'S/O"" r All/I�ALIp�� sheet24or28 i I .070 4.735 ,070.921 ^{ 1.340 I- 675 1.-,120 "� 1.340 4 U l� M O .860 .R47 1.250 .847 1.250 .995 .050 975 .995 .050 975MZ 3 Imo. 0� q 3.255 1.164� �1.184 Imo- 3.255a � 4,250 4.250 MILo 4 c o Q FRAME HEAD (2 TRACK) t:.7 FRAME HEAD (3 TRACK) '070 GLAZING BEAD GLAZING BEAD .070 C' III rtrtrt��i III LAM.GLASS INSUL LAM. GLASS D .995 .995 0 .075 f () ,075 1.508 �{1.186 ®j C O 5 o .070 2.600 0 070 2.600 O TOP/BOTTOM HORIZ _� 7 TOP/BOTTOM HORIZ (OPTIONAL)ILIC a D p m 002 •640 .753 3.000 •725 ,085 .664 1.5i� 060 1.831 3.000--�{ Q W .070 -995 .070 I LL 2 m 4.735-�I 125 _ ,�O g 5.921-moi .156 �- Q L O0i f 1.490 1.415 M2 FIX. PANEL CLIP 3.00041 1.490 1.415 O Et FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) _ 120 s N J 3.750�-I 3.750 2.005 2.G05 [) -2.755 EXTERIOR INTERLOCK (OPTIONAL) o c 1 .155 .070 1.366 ® g w .125 EB MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) " i o 1 2.755 p .070 3.000 .265 .125 3.000 a� 1.610 1.870 _995 I .0 .095 .095 C 3.510 Ea 3.572 C FI-r m SILL RISER (OPTIONAL) t 610 1.870 m F- e 1.870 1.415 1.415 1.600 .070 1.770 ,060 1.7I70 3.188 3.572 L U L n LL 2.005 7.255 .005 .070 1.625 •070 ¢ • •• 2,005 es INTERIOR INTERLOCK -s z I (9 g U • • •••••• • •• 1.255 INTERIOR INTERLOCK (OPTIONAL) - :... OUTER.RACK .TRAGAL S'TI : INTERIOR TRACK ASTRAGAL STILE -�1 1R6 Fes- T 2120 2.005 572 '995 I 1 INTERIOR TRACK ASTRAGAL r • • • • POCKET HOOK (OPTIONAL) .741 •• • 0000•• .060 1.831 - .625 0¢ 0000 • •• •• •• •• 1.501 • • • • • 2.591 ••• • • • 0000•• 3.341 'c • • .156 3,750- 1.020 .062 vin ••• • • 0000 0 0000•• • • 3.000 .155 • • • • 0000 0000 • .625 • • • 00.00• .070 • E4 EXTERIOR INTERLOCK •••• • •• • •••••• Es.1 SILL RISER (OPTIONAL) a • • • • 3.510 SILL COVER(OPTIONAL) 0000 • 0000• ••0 • -1.825�{ I 1.870 �.1zs lsoa Sp�3 .�� • •••• -� � I PRODUCT REVISED NOA 1 310 as complying with the Florida .125 Building Code P--2.005 -No. '�7 6 Expiration Date 09/22/2020 1 623 By =-- ',�Fy; ..omo�.• �� W1 0-31 Mlaml-D a Product Control INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) ��1unnLLN` sheet 25 of 2g i 1 .510 U V .125 */1 2.270 I I {� V S .060 .128 .128 rV o �J .190 1.650 .260 Z � .640 O Z m y, 7.528 ® FRAME HEAD COVER F f z r ri. 1.886 .125 1.485 4.765 .065 0 190 .77430 .080 1.627 640 1.520 -1— 1.686 1.347 .344 ,)2.581 F ,25 Q If p Q g 0 FRAME SILL COVER C aJ b go OE31 E32 833 , FRAME JAMB (2 TRACK) rn a p m FEMALE CORNER ADAPTOR (90') FEMALE CORNER ADAPTOR (135') MALE CORNER ADAPTOR .243 �w z� n Q �LL G 1.37; -r 1.7st Qwwf � i 060 0 1.620 3 N J FRAME JAMB COVER o c S 5.95} ,080 1.620 ,725 � aP i -�I .125 545 III � � v= U 1,620 1.508 C .065 N O 3 M n 'O O1 C Z FRAME JAMB (3 TRACK) u2 FIXED PANEL CUP c�o3� • offe U k • • • 0 •••••• • • • • 88a ••1• • •• •• •• •• a • 0- 00 -•• • •• 1111111 , • • • • • •0090 PRODUCT REVISED •••• as complying with the Florida - Bollding Code Now-Ne. 17-1011.18 -- Pcpiratlon Date09/22/2020 11amt-D a Product Control %� ••.�R!�P•• y : W10-31 �iii 11111111` sheet 28 of 28 i 7.750 4 U ro M0 coi i Ia_ .080�I � I rU —cif .925T�j .857 1 250 / g2 O y m 0 Q q0 V E28 FRAME HEAD (4 TRACK) /�/ / CL O / 0 8M, / m m .080 D a o p g 2.600 / O Q wza 6 .753 7.730 Q W m O E29 FRAME SILL (4 TRACK) C 1.375 g FRAME TOP CORNER 4 TRACK SHOWN 1.620 ami -o V C N� n n 1.520 1 �3 0' 7.750 1.620 g U ¢ J U � Y • • ••• •• .080 • • • • • ••i® • 7.620 'o• ••• •• • • • !�•" a m. m • • • / 0 f—. 0000•• /' p€ � • / ••• •• •• ,625 •• •• I • • • • • /' Yl�oz Q o •• • • •••i• lioz • E30 FRAME JAMB• (4 TRACK)• IV / 000.0• 0 • i • 0 • 0000 1,12, 0• • •000 o • • • • • • •• • •• llllfll 111 l//fir , �o � - *:04 i• •000 • • PRODUCT REVISED 6NgF•-., I • • as complying with the Florida 0000 Building Code = Li NOA-No. 17-1011.'18 - g -. - Expiration Date 09/22/2020 jq ATE -1— go no. By FRAME BOTTOM CRN Mlaml-D� a Product Control W 10-31 4 TRACK SHOWN ��• ��`` l 11 l 111 l sheet 27 of 28 I I 52 S2 �4 U s2 1i 0 Ap0O OF qW < a S m m N�p O / C.�M ° paopN Q W?d �zh:o J 3 N FRAME TOP CORNER FRAME TOP CORNER J ci 3 TRADK SHOWN 2 TRACK SHewN PANEL TOP/BOTTOM CORNER o G 1 MITERED BEAD CORNER(TYPICAL) � ,..• O 0 W < 52 H 1 "6 � C 31 O�N o N p n z U C Z O L) • • • S2 O 0 00 • • • • • K 0:900 0•• •• • • • s"i '�' • • • • ILI S 0 0000 /� • • • 0 • • • •• PANEL TOP/BOTTOM CORNER 19 -.19,,y • o z 0:0 •• •• • 0 SQUARE BEAD CORNER(OPTIONAL) 0 • • •• • • .. `\,III IIIc II�� ° 000 •0 0000 • PRODUCT REVISED :•'�EN '•q®�'�� i • • FRAME BOTTOM CORNER di complying e as owith the Florida ••• - i FRAME BOTTOM CORNER. ��-17-1011.18 NDA-No.Bui 3 TRACK SHOWN 2 TRACK SHOWN Expiration Date09/22/2020 DY9A7L OF drawing no, k 1 Miami-�-d.-t pis ORIOP,.�G?` w1Q-3� ! Irllllll 111 N� sheet 28 of QS � F 1 t