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WS-17-2678Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Issue Permit NO. WS -11-17-2678 Permit Type: Windows/Shutters Classlication: Window/Door Replacem Perrnit`Status: APPROVED co: 14/20/2017 Expiration: 05/19/2018 Parcel Number Applicant 969 NE 92 Street Miami Shores, FL 1132060060031 Block: Lot: DWIGHT BOURNE Owner Information Address 969 NE 92 Street MIAMI SHORES FL 33138- 969 NE 92 Street MIAMI SHORES FL 33138- Phone CeII Contractor(s) Phone DEPENDABLE SHUTTER SERVICE (954)583-1411 CeII Phone Valuation: Total Sq Feet: $ 21,511.00 0 Type of Work: INSTALLING CGI IMPACT WINDOWS AND D No of Openings: 16 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF 1 DBPR Fee DCA Fee i Education Surcharge Permit Fee Scanning Fee r Technology Fee Total: Amount $13.20 $3.90 $2.60 $4.40 $260.00 $12.00 $17.60 $313.70 Pay Date Invoice # 11/09/2017 11/20/2017 Pay Type WS -11-17-65618 • Check #: 2895 $ 50.00 $ 263.70 Check #: 591 $ 263.70 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance ,with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I cert'. • at a� he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a rang. ore, auth. ' - i - _ .. --named contractor to do the work stated. — j — November 20, 2017 iized Signature Owner / Applicant / Contractor / Agent Building Department Copy Date November 20, 2017 1 �\,),K?„ � b\� Miami Shores Village � Building Department BUILDING 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 j09017 BY• FBC20M Stik Master Permit No.0414- 2-G9 g PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: 109 N6 Crj:°L SA-tC.C:c— City: I ' Miami �r Shores County: Miami Dade Zip: 33 t Folio/Parcel#: �'ik 3PNO 1p -0'0(0 -• 0 l7 31 Is the Building Historically Designated: Yes 't NO I Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: I OWNER: Name (�Fee,/Simple TitIeeeholder): J.J�) \\ \V' Y\ 2— Phone#: �' Address: i,`o ( l.`, 3 6 t L gym., , City: c%, - Q, r `(\� 1rG.3 State: Zip: 3 a 3 8 Tenant/Lessee Name: Phone#: , Email- CONTRACTOR: Company Name: uti3e.r\ s,nb1-Q,, S\v y'Qd--\G,S. Phone#:.- G.5"\\SS,—,d" Address: 4b7L''1 '`1YCO,ri5e. '‘,c . _t City: 00,.,\J -"--ti State: f -k_, Zip: 323 i1/4l, i Qualifier Name: VXJ QJ\ '\,c_ -IANr' a n„S1SIr.) Phone#: State Certification or Registration #: O635'oOo Certificate of Competency #: DESIGNER: Architect/Engineer: P/4 -'l Phone#: a - Andress: Value of Work for this Permit: $ 1O. City: !— State: Zip: -- Square/Linear Footage of Work: Type of Work: ❑ Addition P "Alteration : ❑ New ❑ Repair/Replace f ❑ Demolition c&T ;M1 Description of Work: ci1t6 ow'•inli Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2.G0 •00 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 • GO DBPR $ 3 • r " Notary $ • Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) fa Bonding Company's Name (if applicable) tBonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1 i �) it r� c "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS:TOIYOOR :PIZOPEFiTY -i FIYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." t. A. Notice to Applicant: As a condition to the issuance of a building permit with an exceeding $2500, thelapplicant must promise in good faith .that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of therecorded notice of commenc'e'ment must be posted at'the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ar .} f f"`Signatur OWNER or AGENT The foregoing'instrument was acknowledged before me this cp` day of ,I..411.-42 c r , 20 /9 , by l 7 /rf ,„g;w, ! c , who is personally known to me or who has produced identification and who did take an oath. NOTARY PU Sign: Print: Seal: r .1 Signature- ' _ • r --s- '.1 RACTOR The fore: nstrument4. was acknowledged before' me this 17 j r :, If 9 .day of"/J/D%li--,, li.�rd , 20 / > , by Le/.47 •c��jote.e.a,, who is personally known to TN. _t as me or who has produced ARCIA ublic - State of Florida, fission # GG 13738 ****************************** APPROVED BY (Revised02/24/2014) c_ identification identification and who d'd take an o.th. I • NOTARY PUBLIC: Sign: as Print: A U/"! Ci'o r, 0rlirr pjjs Ju 2o, 2020 Seal: ****1************s*********s***********************s*********************** "<'.7. n Plans Examiner Structural Review Zoning Clerk i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing hi's signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/ t - ' ignature Date Print Name L7SGG DEPENDABLE SHUTTER EU BUSS The company you can DEPEND on! LEAD ISOURCE: � f EXCELLENCE IN IMPACT GLASS, ACCORDIONS & ROLL -DOWNS HIGH RISE SPECIALISTS LICENSED & INSURED 954.583.1411 • www.dependableshutter.com,. DEPENDABLE SHUTTER AND GLASS • Phone: 954.583.1411 • Fax: 954-791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC# 06 -BS -00085 • CC# 05 -AE -11408-X • CC# U-21156 • CC# U-21693 PROPERTY OWNER: ( 7 7 A IoU\- sol /4)1..(,-.4 \ Ii A,N )K -n P-- PURCHASER/AGENT: (IF NOT PROPERTY OWNER) G L r' !! JOB SITE ADDRESS: 4 (.)E 9 7, S I• f e,a, f. 4' �w k; . l �1t'1�, - 1 1 , X 1 DATE: , 1-1(6-6,03-4611-1 n;Cala -4-?LV&) Gma; (,c vi -IN ESTIMATED ,_ Wc"� RESIDENCE TELEPHONE EMAIL ADDRESS -. J CELLPHONE DELIVERY: i- 7 OS+fn-F„ 0(607,‘, e (.GT ...IM Cf- rU'n(rc.)t cvl,1 I'�PI 40 A(Y)/' -E i :�T� a lr�t '� iCK��. to f7/c�iPr 0 I Oe9,51 • nc C T t T; n<.,i\C '.r1 c 1v,,,,\ ,_Th'Aflr (4, 1 a PI Or 4- fob' -. 5 PRODUCT 0 IMPACT WINDOWS/DOORS O ROLL DOWNS COLOR: FRAMES: U1°'1'1,C_ 4 -O ACCORDION O NONIMPACT WINDOWS/DOORS TINT: e' IcAe. ,> I — (r,it''1OPENINGSIZES: T )( - "(V k 5 f7is: i 6'/i k IIA, i. q Q k 7- r1 ) I T. , r .2.') .iLI '3. Si )<Sy1/tt 8.57 VILI%IT A -q C 4. 7t SCl71/{ 1141,-.c.‘' �0 i --- _ I 6 I7. !l1 95 X $0 . N p ( 7 i j 8.7111tkXO 5 � r " 1"�` 1 ( air) 1t' L �� 9. Z (., 11 k 5� u, r, ri J /L rr < ( 17 10.7t. /_ 1 , iu (T :t:-.- -r -- '25 ),?1/1 i A)A z, i`f 1 11. 12. 74 /7 )( .1 1 27 1t- \-\ 13. S? t11 k (Z Y1287. - _- ..- ...- k -h- )(i, f.C co 14.:56I/t 38z9.1 11/4 1( (`+-1 1)a' < 15.53k4'O .•10: )1,5 I c.) a1_;' NOTES: _. -4 GOw -6 On L4c S(, -;J. — . . Seller shall have the right at any time to review contract,.terms and cancel if such review Is not acceptable to its Engineering Review Department. In the REGULAR SALES PRICE $ event of cancellation by Seller any deposit will be refunded. BUYER'S RIGHT TO CANCEL- This is a home solicitation sale,'and if you do not want Ate goods `or s,•you may;cancer-thiq'agreemeht by.7 , providing written notice to the seller in person,by telegram,or by mail. This -., . ,.- ..., ,•_ . ~; • _ '•TOTAL CONTRACT $, f2' 1 1 5 t I ` / , notice must indicate that you do not want the goods or services and must be '1. delivered or postmarked before midnight of the third business day after you sign this agreement If you cancel this agreement. The seller may not keep ^ DEPOSIT $ U U 1a — all or any pan of any cash down payment. + Executed in three copies, on copy of which was delivered to, and receipt is 'BALANCE DUE $ 12tai o t hereby acknowled uyer, s day of 20 (ON DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTION: Purchase .-.„_ INITIALS A -.0CUSTOMER (ttPurchaser CONSULTANT (UJf ;CIO ' , Maintenance Highly Recommended Dependable Shutter and Glass will offer the original `purchaser lubrication and maintenance once or twice a year as Lrequired. From the date of installation, a minimum of a $100.00 charge is due each time this service is provided. WHITE - OFFICE YELLOW - CUSTOMER k, Opening Size (W x H) 1:15-0512.19+15-0413.03 (Impact Glass ) 2. 14-1015.04 (Impact Glass ) 3. 15-0512.19+15-0413.03 (Impact Glass ) 4. 15-0512.19 (Impact Glass ) 5. 15-0512.19 (Impact Glass) 6. 15-0929.13 (Impact Glass ) 7. 15-0619.06 (Sliding Glass Door) 8. 15-0619.06 (Sliding Glass Door) 9. 15-0512.19 (Impact Glass ) 10. 15-0512.19 (Impact Glass ) 11. 15-0512.19 (Impact Glass ) 12. 15-0929.13 (Impact Glass ) 13. 15-0929.13 (Impact Glass ) 14. 15-0929.13 (Impact Glass ) 15. 15-0929.13 (Impact Glass ) 16. FL15210.1 (Impact Door) we+ o • n� rn Z z_ O m o > z c r 36 x 70 37x80 53 x 78 26 x 73 36 x 49 73 x 49 95 x 78 71 x 78 37 x 50 26 x 73 26 x 73 52 x 62 36x37 53 x 62 37 x 37 31 x 80 Zri 9 i 13 15 2 3 1:•g 714-elellC • ••• • • • •• ••• •• • • • •• • QS✓ .4r\_ 0 N o N_ • • • •• • • • • • • • • • • • • • • • • ••- -• -•- • •• • • • • • • •• • • • • ••• • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • 969 ne 92nd street Miami Shores, FL 33138 • • 'WRIGHT E.TEMPEST.COM �pLE: • NOT TO SCALE • D T 'Nov 02, 2017 PAGE DESCRIPTION; Site Plan • AGE: OF J MULLION DETAIL OPENING #1A+1B 1 • • • • • • • •• • • I • • • •••• :••• • • • r • •••• •••• • •• • • • ,• • •• •• •••• • • • • • • • • • �• • • • • • • •• • • • • • •• • ••• • • 3c: 1x4 Clipped Mullion N• 0.1 I lf:: O `-Va. o 8 C& r-er1i toftlelo 4n QA I� o.sla • el y '(ass' 0-P 1S— pi. f/3• ©3 OPENING #3a,3b 755 MULLION DETAIL . .. • • . . . .... .... . . • .. • • .. .. . 0 0 • . • .. . .... • • ••• . ... ,e s alb .s 1X3 Clipped Mullion�,�5 1x4 Clipped Mullion fL. o /S— 05/7/ . / 1 4 ss /4,.o,fr/5-.40c-//3. oy 1 qi110.ffe � 54, v� 5 . � • • .... • • • _ �� • ••• • • • • Q'6q ,l -,o r e S/ f� 1 • • • • • •••• ...• • • • 3 3�,'. .....' . . ... • • .. • • ••• .• •• •••• Window and Door Design Form . • •.• • •• •• • .. •• • • . • • .•. . • . .• Opening 3'C 1.1" 3 Design Loads +(S.3 -60.7 4.80.0 -'84d IS-oy13.v3 Opening design Product 3I,•' 5 v" 04.5 Square Wind pressure (Chart) Approval Product -(2N.9 No Width Height Footage *Zone POS NEG POS NEG Approval # Comments • 1A 3'C 1.1" 3 7sneS +(S.3 -60.7 4.80.0 -'84d IS-oy13.v3 18 3I,•' 5 v" 04.5 461(.6 -(2N.9 I: oS1a•el 1- 31C &o '' .5)46 4•88,0 -Be •o IK.tt6 •oy 30 S3' P s S• 8 4-So.o _$o.0 1 S 0913.03 V s»• s'r` 19.s t.74.1 -741 I5--oS/0)•11 11 ,1G 73 .131 2onr4 44d•1 - VI 4•g4•6 -46.6 1S.-& J.l.1Y 5 3" `Ii" }'4.1 Zones HO -• 60.7 471•(1 -11.9 is- aria. 19 7 73'' " IPS ,Z1S kto .-65.o /5.o9a¢l3 T' °1 S" 18 " St • `I i 46 .0 _60.0 is-obl9. o6 g 4,j 78" 3$.1 4-60.0 -120.0 .L 3 *Zone 5 is any opening within the corner distance from any corner. i D n *Corner distance is .4 x mean roof height or .10 x width, but not less than 3' 1,1,111 1. Please complete the information requested: ✓ S Year Built: I,✓ Mean Roof Height: I Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indicate location of bedrooms. Each sleeping room must have at least one window or door with a minimum net clear opening width of 20" and a minimum net clear opening height of 24" with no less than 5.7 square feet. •M• • • • • • • • • • •• • • j • • • • • • • • •••• •••• • • • • • • •••• •••• • • •• ••. • • • • • • •• • • • •••• • • • • • • • • • • , • • • • • •• • ••• • • • • • •• Window and Door Design Form Opening No Width Height Square Footage Wind *Zone Opening design pressure (Chart) POS NEG Design loads Product Approval POS NEG Product Approval ti i Comments 1 37'• so " i2.. 5 2omc S 4-45.3 4o.7 479•N -1/4,1 iAorld.i! l0 2-6" 7311 13. I 2ont`d 4.10.1 -4S•9 a- ►•b 46.4 !S 0S1)./q g.6'. 73'1 13.f i i•- 1 t V6•(, r v& fr 15-- oso-il 'x Sd-' ba" aa-' 2o1/,5 --45.3 .. o.7 4.65.0 _bS•v ►S.,.o49.13 13 36'' 31'` q.a .rb5 o _bs.o vi S3" ioa" a�a.8 . •o _65.0 is 37" 37 (VS 4-45;17 .b5.0 it 3)" 80' 174 4-7So -75.o 14,15asO•1 t7 vg� *Zone 5 is any opening within the comer distance from any corner. *Comer distance is .4 x mean roof height or .10 x width, but not less than 3' Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indicate location of bedrooms. Each sleeping room must have at least one window or door with a minimum net clear opening width of 20" and a minimum net clear opening height of 24" with no less than 5.7 square feet. 06/17/2015 - 9:29am danielg V:\Projects\_2014-MPS\400 Wind Charts \_Reference\00-MPS14-400 Series C&C (Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING OR ZONE 4 PRESSURES Mean Roof Height DESI • RESSURES (PSF) - ZONE 4 10 15 20 Tri • • Area (S• Ft • 1 50 50 25 35 1 7a Om r Om -49.1 '+45.3 -47.9 +44.1 -47.1 +43.3 -46.4 +42.6 -45.9 +4 -4 +4 .4 I .. • . Ai - �"• •0.9 • 4 *...-Ch./ 11 ft -50.0 -48.7 -47.9 -47.2 -46.7 -46.2 11 ft �T .5 -4)1 -56.2 +46.1 +44.8 +44.0 +43.3 +42.8 +42. +46.1 ,_ . 41.6 +43.3 12 ft -50.7 -49.5 -48.6 -47.9 -47.4 -46.-- -60.1 .4 .8 -55.9 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +44.7 1.9 13 ft -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -56.7 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 14 ft -52.1 -50.8 -49.9 -49.2 -48.7 -48.2 -47.8 -47.4 -47.1 -57.4 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 15 ft -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 -58.1 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 16 ft -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 -58.8 +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 18 ft -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 -64.5 +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 19 ft -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 20 ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 22 ft -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 24 ft -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24 k +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2! ►,S 524_ 26 ft +53.5 +52.1 +51.1 +50.3 +49.7 + .'8'7�a4�.3 -61.2 -60.4 +47:9' 28 ft -58.8 -57.3 -56.3 -55.5 -54.9 -5 i. ' - .1 -69.7 +54.2 +52.8 +51.7 +51.0 +50.3 + .8. _ .. + .9'1. 8• , 30 ft -59.5 -58.0 -57.0 -56.2 -55.6 -5 0 +48.5 d.1 -5 7 -70.5 +54.8 +53.4 +52.4 +51.6 +50.9 + .4+49.5 -62.0 , 9 • 33 ft -60.5 -59.0 -58.0 -57.2 -56.5 -5 . .5'- •,, , f .6' -71.7 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 33 ft 9.9 36 ft -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 -72.8 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 40 ft -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -74.2 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 45 ft -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 -75.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 50 ft -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -77.1 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 55 ft -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 -78.4 +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 60 ft -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 -79.6 +61.9 +60.2 +591 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 V1 n r ZZi -t ISBN-00 REMARKS DRWN CHKD DATE INIT ISSUE REV -ADJUSTED HEIGHTS GSS GSS TSB 03/05/12 TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT PRE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES Mean Roof -ight DESIGN PRESSURES (PSF) - ZONE 5 4 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0+10 ft -6 rte- -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 C .. +45.3' 44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 11 ft �T -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 * +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 12 ft -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 13 ft -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 14 ft -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 15 ft -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 16 ft -65.8 -63.2 -61.4 -60.0 -58.8 li: 1 -56.2 -55.5 +49.2 +47.9 +46.9 +4•r +44: ••••,• +44.0 17 ft -66.5 -63.9 -62.0 - w .6 / ,.8 -56.1 +49.7 +48.4 +47.4 + 5.• • .8 +44.5 18 ft -67.2 -64.5 -62.7 6( ?+ 5g.0 - 11 7.4 -56.7 +50.2 +48.9 +47.9 +4'.1 , , +44.9 19ft -67.8 -65.1 -63.3 -6 .: ..` 1 :.7 - -.• -57.2' +50.6 +49.3 +48.4 +47.6 +4Z`-• - 6.1 +45.7 +45.3 20 ft -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 22 ft -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 24 k -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 X26 ft -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 30 ft -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 -j -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 36 ft -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 40 k -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 45 h -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 50 ft -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 55 ft -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 60 ft -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO 3 - t DEFINED AS THE CRI - • • I 'ITION"OF- USE OF CRITICAL CO MRH 60! BASED ON Kd = 0.85 ORST CASE PRESSURES. 'WORST CASE IS WN VARIABLE AS DESCRIBED BELOW. ITH THESE TABLES. 2. TABLES VALID 0 L - : + f¢ • ` ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F•R LESS THAN 10° SHA •_ L+e •p. PE- :- •' -� . APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B ')LIQ` • AVE' E ' •OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF D PEAK ' • J7.. c T. 5. ALWAYS ROUND •' a a, •7 `e' • LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI= ^••:�,R. OFJ E OP NING IN QUESTION (HEIGHT' WIDTH) OR THE SPAN LENGTH (HEIGHT) M `•:1 _ =Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT° / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. FOR • GENERAL NOTES: 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. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED - IN HALL B AT-EDAND VERIFIED BY THE GOVERNING BUILDING DEPARTM- • '' il8a OLDER'.'NRRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED. ER ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. TEM ORDINANCES. I ` - ITV OF THE HOST STRUCTURE. IN, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5TH ED. FLORIDA BUILDING CODE (2014) ASCE •7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 I -f•• ••• • • • • •• • • • ••• WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING 5 v CORPORATE OFFICE. = 0 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEAC41-I,!FL 3344 P: (954) 354-0660 . (9>I4) 354144 • • • 4 • • m CERT OF AURi #98•i • ••• • z E: HELLO@ENGINEE1NGE:Pgeti.:Oh= • • ENGINEERING iPIZESS!CO NI ••l DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable niles and regulations governing the use of constructio 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 4re•Atrthorit36 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.zov/econom' • n Having Jurisdiction (AHJ). • This NOA shall not be valid after the ty atexpiration date stated below. The Miami-Dade•C an Pr , • • P Q �uct Control! • go Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•Cbfi1t'y) reserve -the right to have this product or material tested for quality assurance purposes. If this pro$irbf or materTa1•fails to perform in the accepted manner, the manufacturer will incur the expense of such test r a and the M{J may immediately revoke, modify, or suspend the use of such product or material withip. e r jurisdht}gr RER, reserves the right to revoke this acceptance, if it is determined by Miami -Dade. cipatty Product Control Section that this product or material fails to meet the requirements of the applicable.•bui2ding code. 1 • This product is approved as described herein, and has been designed to comply with the Flortaaiuildinn Code, includ' ESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M. APPRO utswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by AI-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 • • • ' on o ec ion. -- ISSILE IMPACT RATING: Large and Small Missile Impact Resistant ABELING: Each unit shall bear a permanent label with the manufac name or logo, city, state, model/series, an o . "' • • "11 . , i -Dade Colin 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. Cf .. . ... . • .. . .. .• . . • . • • • • • • .er—preceded—by—the—words—Miami-Dade-Cetrnty, Fle'r-idaand followed by the expiration date may be displayed in advertising literature. If any portion of the .NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy Of this entire NOA shall be provided. to the user- by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. - The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI•DADE COUNTY APPROVED NOA No. 15-0512. xpiration Date: October26, 2018 Approval Date: September 17, 2015 Page 1 1 1 A. I Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS I. Manufacturer's die drawings and sections. 2. (Submitted under )VOA's # 96 041 7.03 an Drawing No. W98_100, titled Series X38 d # OI lOD2.n Alum:Outswing Casement Wdw. sheets 1; 1.1 3, 4' S' S.1, 6 and 7 of 7, dated 1 P E by Al-Farooq Corporation signed 2/04/98 • Jav 04/10/I5, prepared 2 geed and sea• led. bid Ahmad, • , with revisit's'.d: dated B. TESTS. . 1. Test re • ports on: 1) Uniform Static Air Pressure Test, Loading•••• • • • •••• • • • 2) Large Missile Impact per F TAS 2b_' • Test per FBC, TAS 201-M4 : :.'.4 alongwith 3) Cyclic Wind Pressure Loading marked -up drawings and installation iner FBC, T erj 'nob 0a • • •• • window, to quail i qualify DuPont Butacite" P of a serigs 7�0� pVG"xed • insulating glass spacer, re VB interlayer, Duraseal®� CTLA 3056 W prepared by Certified Test Laboratories, Te eR pand ort No er a• .: • 2. p A, dated 03/03/15, signed and sealed b Test reports on: 1) Uniform Static Air Pressure Test, Loadiang per FBC Patel, TASP.E. 2 2) Large Missile Impact Test per FBC, TAS 201-9 202-94 along3) Cyclic Wind Pressure Loading with marked -up per FBC, TAS 203-94 out window, toa p drawings and installation diagram of a series 7400 PVC project oSpacer®ind qualify DuPont Butacite" PVB interlayer, Duraseal® P Iect insulating glass spacer, prepared byYand Super 1 No. CTLA-3056 Certified Test Laboratories, Test Report, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. ' 3• Test reports on: 1) Uniform Static Air pressure Test, Loading -9 2) Large Missile Impact Test per FBC, TAS 01-92BC TAS 202-94 along3) Cyclic Wind Pressure Loading with marked -up drawings and installation ia per FBC, TAS 203-94 fixed window, to quail DuPontram of a series 238 al fixed window, . qualify upont "Butacite" PVB interlayer, Duraseal® anduper g glass spacer, prepared by Certified Test Laboratories, Test Re No. CTLA 3056 WC, dated 04/16/15, signed and sealed . No. Test reports on: 1 by Ramesh C. Patel, p;E ort Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TA 3) Water Resistance Test, per FBC, TAS 202-94 S 202-94 sileap$ 5) Cyclic Wind Pressure Loading 6) Forced Entry Test, per FBC 241p1.3 2er BCand T203-94202-94along with marked -up drawings and installation diagram of aluminum casement window, �• a series 318 outswing No. CTL -3009 , prepared by Certified Testing Laboratories, Test Report (Submitted under previous 3/2A14, signed# 14 050 and sealed by Y Ramesh C. -1, P.E. E-1 Manuel Pe .E. Product Control c. iner NExpiration Date:OANo. 15-i 12.19 Approval Date: September 17, 2015 f CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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, and TAS 202-94 along with marked -up drawings and installation diagram of a . fu ninum. casement window, prepared by American Test Lab of South Florida, .Test iteport No. ATLSF-1109,01-12, dated 11/20/12, signed and sealed by Henry t-rttem, P.E. . (Submitted under NOA #121220.14) ••••• •••••• • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •••• •••• • .• . . . • 2) Uniform Static Air Pressure Test, Loading pQsFl1C, TAS.103-'4 3) Water Resistance Test, per FBC, TAS 202-91•• • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 2D2-94 • along with marked -up drawings and installation diagram of an ; iuinun;t•Qasenent, window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HMa080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted tinder NOA # 08-1010.02) 7. Test reports on: 1) -Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitied-un E-2 . M � Manuel ere Product Control Ex er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 i CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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, and TAS 202-94 along with marked -up drawings and installation diagram of in al'uxninum casement window, prepared by Fenestration Testing Laboratory, Inc., IslitZipportC FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by.Yahnil Kuri, P,E. (Submitted under NOA # 96-0417.03) C. . CALCULATIONS 1. Anchor verification calculations and structural analysis, complyiagwith FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealedty Jam!.;. .... .... • . .. • . ... • . • . . ........ Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 . .. .. • ... • .. .. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 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 OS/21/1t . . • . • E-3 Manue Per Product Control Ex coin r NQA No. 15- i .19 Expiration Date: October 26, 2018 Approval Date: September 17,2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wit 11, 2014, issued by Al-Farooq Corporation, sign (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01)• • 3. Laboratory compliance letters for Test Reports No. HTL-0080.0301..07 fo1bspeci'men A and B and HTL-0080-0905-07 for specimen B and C, issuedof Hflnicau • • Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and'seaie'd by Vri •J. •• • Abraham, P.E. FBC- 5'h Edition , dated April y Javad Ahmad, P.E. .... .... . . (Submitted under NDA # 08-1010.02) • 4. Laboratory compliances letters for Test Reports No. HETI-08-2113'. ; •••• • • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued b f Iii44icane •"' • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all slri gnd seialea•by • ' • Candido F. Font, P.E.• •••• (Submitted under NOA # 08-1010.02)•' • •• 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and • • HTL=0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01=1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) - 7 . Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS I 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 . .. 1 : r'// / / Manuel ' erez Product Control Ex. �� 'r NOA No. 15-05 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-4 SNUBBER AT IMPACT WINDOWS ONLY WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. GENERAL WINDOW SECTIONS FLANGE FRAM w • 0 3i STEP 1 STFP_2 STEP 3 STFP 4 STEP @ 15 15 = O FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L OPG. VENT WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -2' D.L OPG. WW -7' 6MAX. TYP. HEAD/SILL CORNERS d 4p Is2N SURFACE APPLIED FALSE NUNTINS OPTIONAL io MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT DETERMINE DESIGN WIND LOAD REQUIREMENT BASED 014 WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. 71-1E LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 42' 63' 84' LOCK POINTS 2 •3 24' MAX. TYP. TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS AT HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 38' 2 56' 3 74' 4 84' 5 THESE—WINDOWS—ARE—RATED—FOR—LARGE & SMALL-4.4ISSI, -IMPACT SHUTTERS ARE NOT REQUIRED. NOTES • • • • • • • • • • • • • I R•MULLION/MULTIPLE UNITS, REFER THIS PRODUCT HAS BEEN DESIGNED AND TESTES G 0 COM W F� • • • • SEPARATE CGI MULLION N.O.A. � • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE I UDIN IG • f, • HURRICANE ZONE (HVHZ). • • • • • • • • • • • • WOOD BUCKS BY OTHERS. MUST DE ANCHORED PROPERLY TO TRANSFER Engr` JAVAD AHIUD LOADS TO THE STRUCTURE. CML FLA. PE 70502 C.A.N. 3538 ••• •• • • ANCHORS BEEMBEDMENT TOLBASEAMA7 MATLISTEDERIAL SHALLED D BE BEY0 ASNR L•DRESSVCDR iTOWO. ANCHORING OR LOADING-CONDRIONS NOT SHOWN' IN SHESE DErS ARS NOT PART OF THIS APPROVAL • • • • • • • A LOAD DURATION INCREASE IS USED IN Daigle OF ANCHORS NTD WOOD•ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• 4 2015 • • • • • • • • • •• •• PRODUCT REVISED as complying with the Floral% Acceptsding Code 15' LLD12. i9 Acceptance No 'ratio 1 Dale r*X//. d ..i.. At - TO ado P,odue 0 O r Q Q g 0o 0108 •2 0.301 JAulsM 1 J n 0 9 j0 114 t� 1 drawing no. W98-100, (sheet 1 of 7 SNUBBER AT IMPACT WINDOWS ONLY GENERAL WINDOW SECTIONS FOIA • FRAM . WINDOW WIDTH EXTERIOR z FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES 0.1. OPG. ite VENT WIDTH WINDOW WIDTH A WINDOW WIDTH VENT WIDTH WW -1 1/2' D.L. OPG. WW -6 1/2' I — J z p g 6" MAX. TYP. a CORNERS d d a rote 0 N lig 81 n iK '.. gra! 66 a,4 Q ; 4' F •.r1 YI aWFg O J I i II 11 / t O B 14 II//, \ I I \h II 11 11 .1 11 e 3 I \ I \ © I:. 24 MAX. TYP. AT HEAD/SILL MAXIM MULTI POINT LOCK 9A BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT LOCK POINTS 42' 2 63' 3 84" 4 SURFACE APPLIED FALSE MUNTINS OPTIONAL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS • MAX. WDW. HEIGHT LOCK POINTS 38' 2 56' 3 74' 4 84 5 • • • • • •• • • • •• ••• •• • • • •• Engin JAVAD AHMAD CML FLAC PE392 • AN • • • • • • aijdldingPRODUCT�ode REVISE•L1 as complying with Yro Florida Accepyu o (7• ,Bx•i1 on late !7$ ' iir.•/� 4 • aMism . Prodlx Co)Irol iir ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o. U cF 0 n i g 2 8 a drawing no. W98-1 00 (sheet VI of 7 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. FRAME CORNER 2,623 CORNER KEY 060 THICK ST. STEEL .625 1 2 6/a' OCORNER KEY .062 THICK ALUMINUM 1.000 FLANGE FRAME EQUAL 1TE1.1 PART • QUANTITY DESCRIPTION MATERIAL NAND./SUPPLIER/REMARKS 1 CGI -373 4 FIANCE FRAME 6063-T8 INDALEX OR EQUIV. 1A CCI -397 4 EQUAL LEG FRAME 6063-T6 INDALD( OR EQUN. 2 C6I-378 4 VENT (5/16' LAM. GLASS) 6063-18 INOALIX OR EQUN. 2B CGI -381 4 VENT (INSUL LAM. GLASS) 6063-06 INOALD( OR EQUN. 2C C01-355 4 VENT (7/16' IAM. GLASS) 6063-06 INDALEX OR EQUN. 3 C01-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 3A CGI -396 4 SQUARE GLAZING BEAD 8063-75 INOALIX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 5 .060 THICK CORNER KEY 5T STEEL - 6 AP -425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-9-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-L0N 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 18 X 3/B' 55 SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) /8 X 3/8' SMS 9A - 1/ VENT MULTI POINT LACK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CC!, ATTACHED W/ (2) 110 X 3/6' 5S SUS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) /6 X 3/8' SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHER W/ (2) ,8 X 1/4' SS WS_ 13 - 2/ CORNER FRAME ARO VENT ASSEMBLY SCREWS - #10 X 1-I/4' 55 SMS •• • : 1/8" ANN. INTERLAYERS \ GLASS 1/8" ANN. , 3/16' .090" Safles Clear And Color Glass By 'Eastman Chemical Co.' .090" Butocite PVB By 'Kuraray America, Inc.' CLASS SILICONE DOW 995 DOW ANN. INTERIAYERS- iI GLASS 10, 3/16" I _ .075" Soflex CP With PET Core By 'Eastman Chemical Co.' _ .090' Sa11ex Clear And Color GIass.090" By 'Eastman Chemical Co.' .090" SantryGras By 'Kura ray America, Inc.' _ .090" Butocite PVB By 'Kuraray Americo. Inc.' ANN. GLASS E SILICONE GE -1200 R vNv�� 7 , 3/16" HEAT INTERLAYERS- 1 ' , I' STREW() 3/16" CUSS - .075" Saflex CP With PET Core By 'Eastman Chemical Co.' Saes Clear And Color Class _ By 'Eastman Chemical Co.' _ .090" SentryGlas By 'Kuraroy America, Inc.' _ .090" Butocite PVB By 'Kuraroy Americo, Inc.' HEAT STREN'D CUSS GILICO0E III GE -1200 f 1� r„11�I: [Q i o 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 11.,34S.W.87 AVE MIAMI. FLORIDA 33174 TEL (905) 2648500 FAX (305) 262-6978 COMP-ANL\W98 DOW 899 DDOW OW 995 � fJi=r,� '■ _��M1 DOW 995 00W 699 illfill SQUARE BEAD 5/16" GLASS _ NIMINAL 7/16" TYPE '2' NOMINAL GLASS TYPE 4�7K 7/16" '3' GLASS �1 OPTIONAL I . ALL GLASS TYPES NOMINAL TYPE '8' I �f I P.. •r CE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 1 NO SHUTTERS REQUIRED REFER TO SHiFTR'S 111RU OR INSDLtAnoti DETAILS NO SINTERS REQUIRED REFER TO SHEETS 5 THAD 7 FOR INSTALLATION DETAAS NO SHUTTER REQUIRED REFER TO SHEETS3 1NRU 7 FOR INSTALLATION DET/53 I SERIES -238 ALUM OUTSWING CASEMENT WDW. (LM.L)) CGI WINDOWS Sc DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 WINDOW 0018. ' ' GLASS TYPE '3' CLAN TYPE '6' NDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' CLASS TYPE '6' WINDOW DIMS. USS TYPE .'2' SASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) EXT. (+) INT. (-) DTH HEIGHT EXT, (+ T. (-) EXT, (+) INT. (-) EXT. (+) 1NT. (-) YADTH HEIGHT EXT.�+"imNL-(rM. (+) INT. (-) ETR. (+) INT. (-) 20" 110.0 194.3 110.0 195.0 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 185.0 110.0 195.0 110.0 195.0 24' 110.0 161.9 110.0 195.0 110.0 195.0 24' 85.8 95.4 110.0 195.0 110.0 120.0 R6-1/2" 110.0 195.0 110.0 195.0 110.0 195.0 26' 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 26" 110.0 145.4 110.0 195.0 110.0 195.0 30" 110.0 129.5 110.0 195.0 110.0 195,0 30" 60: 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 12811 110.0 195.0 * 110.0 195.0 * 32" 36' 110.0 121.4 110.0 195.0 110.0 195.0 32' 70.2 72.6 110.0 120.0 110.0 120.0 119-1/6' 110.0 190.8 110.0 185.0 110.0 195.0 36' 107.9 107.9 110.0 195.0 110.0 195.0 1159 664.6 64.83 110.0 120.0 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 110.0 195.0 40" 97.1 97.1 110.0 195.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37' 38-3/8' 98.5 98.5 110.0 194.5 110.0 120.0 42" 92.5 92.5 110.0 120.0 80.0 60.0 42" - - 60.0 60.0 60.0 60.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 20" 110.0 166.5 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 24' 110.0 136.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 8- 50-5/8 99.7 3 110.0 195.0 110.0 195.0 28" 110.0 118.9 110.0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.0 110,0 120.0 7" 74.7 74.7 110.0 120.0 110.0 120.0 30" 110.0 111,0 110.0 195.0 110.0 195.0 30" 66" 60.8 60.6 110,0 120.0 110.0 120.0 42' 65.8 65.8 110.0 120.0 110.0 120.0 32" 42" 1 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 96.7 104.2 110.0 195.0 110.0 195.0 36' 92.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 6-1 2 Q 74.9 77:5) 110.0 120.0 110.0 120.0 by_Idescrlption 1 UPDATED TO 2010 FBC 1001 OPTRN4 ADDED REV. PER RFR COMMENIS GENERAL REVISION II INTERLAYER REV. 40' 83.3 83.3 110.0 120.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37" 80.0 60.0 110.0 120.0 110.0 120.0 42" 79.3 79.3 110.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 42" - - 60.0 60.0 60.0 60.0 20" 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 9-1/8' 63.0 63.0 110.0 195.0 110.0 120.0 24" 110.0 121.4 110.0 195.0 110.0 195.0 25"72. 45.9 45.9 110.0 120.0 110.0 120.0 -1 2 4-1/4 46.6 46,6 110.0 120.0 110.0 120.0 28" 103.8 104.1 110.0 195.0 110.0 120.0 30' 46.0 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 59.8 59.6 30"48" 97.1 97.1 110.0 195.0 110.0 120.0 32' 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" - - 56,3 56.3 56.3 56.3 ** 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 32' 36" 91.1 80.9 91.1 80.9 110.0 110.0 120.0 110.0 120.0 38" 32"- 76' - 60.0 60.0 60.0 60.0 �. * LIMIT MAX. LOADS TO 171.0 PSF 'INETRLOCK' 40' 72.6 72.6 110.0 120.0 110.0 126.0 ,08r - - 60.0 60.0 80.080.0 WHEN MULTI POINT LOCK BY 9B IS USED 42' 69.4 69.4 110.0 120.0 60.0 90.0 20' 52.0 52.0 110.0 120.0 110.0 120.0 77 (� o «- n v y 0 e N d o e 6 20" 110.0 129.5 110.0 195.0 110.0 195.0 24' 43.8 43.8 110.0 120.0 110.0 120.0 ** SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY 24" 96.0 107.9 110.0 195.0 110.0 195.0 28' 78" 38.1 38.1 110.0 120.0 110.0 120.0 SEE SHEET W • • • • • • • • • • o c 1+.0S--, 28" 88.2 92.5 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 60.0 60.0 w • • • • • • • ( O.� 1 30 84.4 86.3 110.0 120.0 110.0 120.0 32' - - 80.0 60.0 60.0 60.0 • • • 0 v - 1 ' i c 1 A' ' o 32' 54 80.9 _8 .9 110.0 120.0 110.0 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 • • • • • • • • • • • C1.9 71.9 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 Engr, JAVA') AHMAD 40" 64.8 64.8 110.0 120.0 110.0 120.0 28" 64" - - 110.0 120.0 54.5 54.5 CML FLA. /538592 PRODUCT REVISED m complying with 9m Florida 42' 61.7 61.7 110.0 120.0 60.0 60.0 30" - - 51.2 51.2 51.2 51.2 • • • • • Boiling Code .I�, 32' - - 46.3 48.3 46.3 48.3 • t • 1J - RA, n SIM , NOTE:. GLASS CAPACITIES ON THIS SHEET ARE NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. FT. • • • • • \ • • , •• iv 1 • 015 • eI �/ g : • d .si.. , t • • Mt rads Produe a .� T drawing no. W98-100 sheet 3of 7 J ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1/8" EDGE SPACER TEMP. GLASS NR SPACE 1/8' o,,,M1W899DOW ANN. INTERLAYERS-_ ,��XL GLASS 1/8" ANN. SILICONE GE-1000GE-1200 1/8" .075' Soflex CP With PEI Core - By 'Eastman Chemical Co,' .090" Sago(Clear And Color Glass By Eastman Chemical Co.' _ .090" SentryGlas By 'Kuraray America, Inc.' _ .090" Butocit8 PVB By 'Kuraray Americo. Inc.' GLASS EDGE SPACER 1111111/114 TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS 1/e" TEMP. IALL SILICONE - .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090' Sages Clear Md Color Glass _INTERLAYERS- By 'Eastman Chemical Co.' _ .090" SentryGlos By 'Kuraray Americo, Inc.' _ .090' Butacile PVB By 'Kuraray Americo, Inc.' SQUARE BEAD GLASS TYPES / GLASS OPTIONALI1111111111111. 999�� 899�`1I`,� tXL ■DOW V` - o_ I AL—FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235SW_ 87 AVE MIAMI, FLORIDA 33174 TEL (305) 26/-0.100 FAX. (305) 2626978 ( COMP-ANL\W9B STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX OR SUPER SPACER BY 'QUANEX' 3/4" GLASS �� INSULATED TYPE '2A' LSETTING BLOCKS Sr. STEEL Bl' 'CARDINAL' 2/ UTE OR EPDM DURASEAL 8Y 'QUANEX' DUROMETER 65±5 OR SUPER SPACER BY 'QUANEX' 3/4" GLASS ���•"SETTING BLOCKS -ST. 2/ LITE EPDM DUROMETER 85±5 INSULATED TYPE '3A' I (SERIES -238 ALUM OWNING CASEMENT WDW. (LM.I.)�I I CGI WINDOWS Sc DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FAX. (305) 593-6592 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SWATTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHIr1TERS REWMED REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION OETMIS PERFORMANCE VALUES OP IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 TH6U 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '24.' GLASS TYPE '91.' WINDOW 9189. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT, (+) 151'. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 181'. (-) 20' 110.0 194.3 110.0 195.0 ` 20' 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 24' 110.0 161.9 110.0 195.0 24' 85.6 95.4 110.0 120.0 26-1/2'26" 110.0 203.0 110.0 195.0 28' 110.0 138.8 110.0 195.0 28' 76.7 63.3 110.0 120.0 37" 110.0 145.4 110.0 195.0 30' 110.0 129.5 110.0 195.0 30'73.2 77,7 110.0 120.0 42" 110.0 128.1 110.0 195.0 * 32' 30" 110.0 121.4 110.0 195.0 32" 60" 70.2 72.6 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 36" 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2" 38-3/8' 110.0 137.5 110.0 195.0 40' . 97.1 97.1 110.0 120.0 40' 60.0 60.0 - - 37" 98.5 98.5 110.0 120.0 42' 92.5 92.5 110.0 120.0 42" 60.0 60.0 - - 42" 86.8 98.8 110.0 120.0 20' 110.0 166.5 110.0 195.0 20" ' 86.7 86.7 110.0 169.0 19-1/8' 110.0 144.5 110.0 195.0 yy C ' 0 "0,W 50.41 111W, k' g2i S S 0 T k (5 - 24" 110.0 138.8 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2' s0-5/6" 99.7 104.3 110.0 195.0 28' 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 30' 110.0 111.0 110.0 195.0 30' 66" 60.6 60.6 110.0 118.2 42" 65.8 65.8 110.0 120.0 32' 42" 104.1 104.1 110.0 120.0 32' 57.5 57.5 110.0 112.2 19-1/8' 96.7 104.2 110.0 195.0 36" 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2" 74.9 77.9 110.0 120.0 40' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37' 63' 60.0 60.0 110.0 117.0 42' 79.3 79.3 110.0 120.0 20' 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - 20" 110.0 145.7 110.0 195.0 24' 56.1 56.1 109.3 109.3 19-1/8' 63.0 63.0 110.0 120.0 a 24' 110.0 121.4 110.0 195.0 28'72" 48.9 48.9 95.3 95.3 26-1/2" 74-1/4" 46.6 46.6 90.9 90.9 28' 104.1 104.1 110.0 120.0 30' 46.0 46.0 89.8 89.6 37' 59.8 59.8 - -NOTE: c 9.65$n49 s a '.=! D"6 n '•'-'_ '1 a ': t'-': S 3 30' 97.1 97.1 110.0 120.0 32' 43.6 43.6 85.0 85.0 37" 77" 56.3 56.3 - - G S ((;prike IES. ON THIS A�F• 32' 48" 91.1 91.1 110.0 120.0 36" 60.0 60.0 - - •SHFJT QA D ION•r15 i13Q0�9•(3•SEC. GUSTS) 00".00-, 36" 80.9 80.9 110.0 120.0 32' 60.0 60.0 - - * LIMITMAX. LOADS TO 171.0 PSF AND FLORIDMOUNDINGA 9DING SOMMISBION 'INETRLOCK' ;--. 0, 1 - G y E er ^ o o .--'. 5, 40" 72.8 72.6 110.0 120.0 38" 76' 80.0 60.0 - - POINT LOCK BY 98 DL'C�ARAAVY ASTA:EAtNI:1316,1-DEQ.219 ISUSED 42" 69.4 69.4 110.0 120.0 20" 52.0 52.0 101.3 101.3 •• ••• •• • • • •• 20' 110.0 129.5 110.0 195.0 24"78" 43.8 43.8 85.4 85.4 ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY Engr: JAVAD AHMAD CML PRODUCT REVISED 24' 95.0 107.9 110.0 195.0 28' 38.1 38.1 74.3 74.3 SEE SHEET 1 RA. PE 1 70592 m complying with Cho Flai l&ls 28" 92.5 92.5 110.0 120.0 32' 60.0 60.0 - - 8A.N.3538 • • • ' • Building�, Code ) �617.1� •Accep(M 30' 64.4 66.3 110.0 120.0 20" 41.5 41.5 00.8 50.8 •____ • • ce No • nada Date ✓, �7(, VS .. 32" _ 54" 80.9 80.9 110.0 120.0 24' 34.9 .34.9 66.0 68.0 _ • • / r drawing no. W98-100 36" 71.9 71.9 110.0 120.0 28" 84" 34.5 54.5 - - NOTE: • • , t 2�� ABY i�n..! : • MI * . Pra•Ic .4 40" 64.8 64.8 110.0 120.0 30' 51.2 61.2 - - LOAD AREA LIMITS / • • ,, • ' ,' i • 42" 61.7 61.7 110.0 120.0 32" 45.3 48.3 - - FOR +110,0, -120.0 PSF = 16.34 SQ. FT. PSF 10.00 SO. FT. (sheet 4of 7 +110.0, -195.0 = ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION im • •1' MIN. 2-1/2" MIN. SEALANT INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • 1" MIN la 1 3/8' SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ' . 1' MIN. 2—I/2' MIN. INSTALLATION TYPE '2' 2 1/6' MIN. WOOD BUCK TYPE '2' MATFRIAI. PRESSURE TREATED TYPICAL INSTA ATION DET 1 ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL, PRESSURE TREATED BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1' X 3/4' X 1/8' 2-1/2' LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 1/8' MIN. WOOD BUCK TYPE '4' . - IJ5 ..3 FATFn TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD V ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. ATTACHMENT TQ METAL STRUCTURES 1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING fT1SEE SHEET 6 FOR DESCRIPTION ..�0111minn111\1111\1111\11AX-31— ATTACHMENT TO APPROVED MULLIONS z g • f g a v teci 0G 08 .moi Oaaa t4•oON 8 2 U COMP-ANL\W98-100CGI U)CC Ow O cec n g" N- 0 1 n vO1i ZZ� o pNp 0 00 5. HOR g P! W R 0 a X11 =222 •• ••• • • • • • •• • • • • • • • •• .••• •• • • • •• Eno JAVAD AHMAD CML PRODUCT REVISED M PE 70592 es complying wish the Plorido CAN. 536 Auilding Coda • .. • • Mccepl•1a No r,t5 f i2,iq. • • • Bx L*1io.Osic !9LTr/• �1$- A MI � Its ProducT . � • • • • • • En •r • •a • • • • t7% • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T 9 drawing no. W98-100 (sheet Sof 7 ) sheet 5.1 of 7) INSTALLATION CONDITIONS EQUAL LEG FRAME_ (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION INSTALLATION TYPE '1' 1 3/8' WOOD BUCK TYPE '1' .MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING W000 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '2' 2 I/5' MIN. WOOD BUCK TYPE '2' MATE iIAI • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/B' 2 7/6' BUCK INSTALLATION BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS 2 I/O' 1.416. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. S ATTACHMENT TO METAL STRUCTURFS 1/B' MIN. rTTI II TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS 0 i 2 0 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD - WOOD BUCKS -NOT BY CGI CORP.,- MUST' SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' (nag: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ • •• ••• • • • • • •• • • • •• • • • •• ••• •• • • • •• Engr. JAVAD AMMO FLA. PEM/L 70592 PRODUCTRF:VISL'D C.A.W. '3535 5 emnplylog wilh Ore Flortd6 • • • • 11oilingCnde • le A%�cpI icc Noa. 13�tf5T2. • • A• /0-.1. • • MI • xk Prodi •• • 015 4 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • zr ala drawing no.'1 W98-100'1 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. WIDTH 20' 24" 28" 30" 32' 36' 40' 42" • 20" 24" 26" 30' 32" 36" 40" 42' HEIGHT ANCHORS 8/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10' O.C. EXT.(+)/INT,(-) EXL(+)/1111..(-) AT 17" 0.C. AT 10" 0.C. EXT.(4)/INT.(-) EM.(+)/INT.(-) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DINS. ANCHORS 51/0 SHEAR CUP ANCHORS 511TH SHEAR CLIP A7 1?" 0.C. A7 10" 0.C. AT 17" 0.C. AT 10" O.C. WID HEIGHT 36' 195.0 195.0 154.8 195.0 185.0 192.9 180.0 168.8 150.0 135.0 125.6 195.0 192.9 165.3 195.0 195.0 195.0 195.0 195.0 42" 154,3 100.0 171.4 195.0 195.0 195.0 195.0 129.0 110.6 103.2 96.6 86.0 77.4 73.7 132.7 110.8 94.8 88.5 172.0 147.4 137.0 129.0 114.7 103.2 96.3 176.9 147.4 126.4 117.9 32", 36' 76• EXT.(+1/1NU ) 133.2 TXT.(+)/INT,(-) 195.0 EXT.(+)/INT.(-) 76.4 EXT.(+)/INT.(-) 122.2 115.4 189.5 67.9 108.6 20' 24" 28" 30" 32" 75' 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 05.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32" 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165,9 185,3 195.0 94.6 142.2 154.3 195.0 88.5 132.7 144.6 192.9 82.9 110.6 125.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 146.9 63.2 84.2 20" 24" 25' 30' 32' 36• 40' 42' 48" 105.0 195.0 154.8 193.5 195.0 195.0 129.0 151.3 192.9 195.0 110.0 138.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 56.0 107.5 135.0 158.6 77.4 96.5 128.6 160.7 73.7 92.1 20' 24" 25' 30" 32' 42' 0" 24" 28' 30' 32' 36" 40' 54' eD• 66' 195.0 195.0 137.6 195.0 195.0 195,0 114.7 172.0 171.4 105.0 08.3 147.4 100.0 195.0 91.7 137.6 16 120.0 114.5 195.0 195.0 88.0 129.0 195.0 76.4 114.7 180.0 68.8 103.2 171.4 195.0 65.5 123.8 98.3 185.8 100.0 105.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 62.8 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 195.0 154.3 19 195.0 59.0 140. 88.5 117.3 195r0-- 164.2 ANCHORS W/0 SHEAR CLIP PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW 01110. ANCHORS 51/0 SHEAR CLIP ANCHORS WITH SHEAR CUP AT 17" 0.C. AT 10" 0.C. AT I?" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT,(-) EXT.(+)/INT.(--) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8" 28-1/2" 37' 26' 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.6 195.0 195.0 77.2 115.9 19-1/8" 28-1/2" 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 138.9 182.6 78.5 104.7 19-1/8' 25-1/2' 37" 50-5/8' 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 130.4 173.0 79.3 99.2 19-1/6' 20-1/2" 37' 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19-1/8' 26-1/2" 37' 74-1/4' 195.0 193.0 130.0 195.0 154.7 195.0 94,4 151.1 117.9 188.6 67.6 108.1 ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK-CON II BY 'HILT'. (Fu=163 %sr, Fy-157 650 /4" DIA. ULTRACON BY 'ELC (Fu -177 656, Fy-155 856) -11IIo Lai micro 6UCKS R WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SM OR SEL F DRI IN . SCREWS (GRADE 2 ORS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .11PS.81-1IIGEILVIKE 175.3 195.0 100.5 140.7 103.8 195.0 93.8 131,3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 96.5 20' 24" 26• 30" 32' 36' 72' 195,0 195.0 129.0 160.6 167.5 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.5 195.0 80.6 112.9 125.0 175.0 71.7 100.3 INTO -CONCRETE AND -MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE.; 3/4"•MI14. • • • • • • CONCRETE AT HEAD, 511. OR JAMS% f'4: • 4600111 511 MIN. • • CI C-90 HOLLOW/FILLED DLIAT a isS:,' - 2011 FPI•I N, • • •• ••• •• • • • •• Engr. JAVAD AHMAD CML RA. PE ! 70592 CAN. 3538 • ••• •4 • • • S.4 ••4 •• ••• PRODUCT REVISED as complying wiIh Ore Florida Ouildylg Code • ••• AtWepl>grce No 1s' • 5 ) H`apir41iga1 Dale 1Iijti,(, F• • • iIl.' Mi ' 4 Ade Produ 'adro1 0• a nn th C) Z tn Oot O L4 NT;) o to 30�P o FAX. (305) 593-5592 0 0 0 m 8 0 a•{ 9 .}• 11 drawing no. W98-100 (sheet 6 of 7 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • 6 •• •• ••• • • • ••• • • PERFORMANCE VALUES OF ALUMINUM BUCK PERFORMANCE VALUES OF ALUMINUM BUCK - PERFORMANCE VALUES OF ALUMINUM BUCK FRAMING DETAILS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE M!AMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305) 2626978 INSTALLATION ANCHORS INSTALLATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACmES WINDOW D1M9. WINDOW DIMS, WINDOW DIMS. USE LOWER APPLICABLE VALUES. WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20' 105.8 120.0 19-1/8' 110.0 195.0 24' 110.0 195.0 24' 90.9 120.0 26-1/2'- 110.0 195.0 28' 110.0 188.5 28'76, 80.5 110.3 37' 26" 110.0 184.2 30'36, 110.0 182.4 30' 76.3 104.7 42' 110.0 152.4 32' 110.0 179.5 32' 60.0 60.0 19-1/8' 110.0 195.0 35' 110.0 177.3 36' 60.0 60.0 26-1/2' 110.0 172.6 40' 105.8 145.1 20' 102.7 120.0 37' 36-3/8' 110.0 156.3 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 20' 110.0 179.5 28' 78' 77.9 120.0 19-1/8' 110.0 195.0 24' 110.0 159.6 30' 73.9 101.3 26-1/2' 110.0 154.7 26' 106.9 146.6 32' 60.0 60.0 37" SD -S/6' 94.0 120.0 30' 103.5 141.9 20' 110.0 120.0 42' • 89.6 120.0 32" 42' 100.7 138.1 24" 97.0 120.0 19-1/8" 109.3 149.9 36" 97.0 120.0 28' 54' 85.5 117.3 26-1/2" 84.8 116.2 1L'M 40' 95.2 120.0 30' 60.0 60.0 J7' 83' 67.9 93.1 42' 95.0 120.0 32' 60.0 60.0 42' 60.0 60.0 f� #14 SMS AT 6' FROM ENDS 110.0 195.0 19-i/8' 110.0 154.8��II 17" O.C. MAX. AT JAMBS20' l 110.0 177.3 4" O.C. MAIC. AT HEAD ILL24' 26-1/2" 74-1/4' 86.4 1185 p " "���,t_ 28' 110.0 160.9 3T 60.0 60.0 I' _) U-� R1 SMS R h 30' 110.0 154.1] (�U�J I�j-C}-L, A14 AT 8" FROM ENDS N 48, 19-1/8' 109.9 120.0 17" 0,C. MAX. AT JAMBS 32" 109.1 120.0 26-1/2' 76' 84.0 115.2 24" O.C. MAX. AT HEAD/SILL i 8 .accQ 36' 103.6 120,() 37' 60.0 60.0r fg �r,►=11111��� TTTT„ t,�r� cc 40' 99.6 120.0 19-1/5' 108.3 120.0 Win 42 120.0 26-1/2' 7T 82.70 113.4 en II. to M 4j n 0 20" 20' 110.0 174.1 I1t1-Y-IMMEI •"-- IIw� \ rn o 37' 50.0 80.0 l `_Iil„JL::I- 3 N M 24' 110.0 152.0 = ►lii�::E= = O • M "1 28' 99.8 120.0 -1��i9� =-�i6+ Z Z i 20' 05.5 120.0 ° 'a. • . ° IYY _ 32' 54' 91.9 120.0 �' ° _I , o„ " 36' 86.2 118.2 °° . - n + I . ' TYPICAL ANCHORS TYPE 'A' OR 'B' 'C'40 82.2 112.7 AT 6' FROM ENDS ANDAT TYPICAL ANCHORS TYPE 6" FROM ENDS AND t 42' 80.6 110.5 2 1/2" MIN. 17' O.C. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS 20' 110.0 153.2 EDGE DIST, 17' 0.C. MAX. AT HEAD/SILL 24' 0.0. MAX. AT HEAD 1' MIN./SILL 24' 97.0 133.0 28" 85.8 116.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE '6 ' $ 30' 528 113.5 A 1 /4' 'HILTI' 2BY WOOD BUCK OR WOOD STRUCTURES r 888 :a 32" 60' 79.4 108.8 - DIA. KWIK-CON II BY (Fu -163 KSI, Fy-157 KSI) TYPICAL INSTALLATION DETAIL O g 39' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY 1 m 1 = 3 B 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY QN ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM v 4 S $ 4 42" 60 0 6 20' 110.0 I71.0 - u-1 7 SI, Fy-155 KSI) r w 24' 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 .645 • - :: ENn d . N d o 28' 95.9 120.0 1-1/4' MIN. EMBED INTO CONCRETE -.845 .065 ••• ••• •• • •• •• •• ••• o NCb='5.3E 0 n$ h g- 30' 66' 91.3 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS • 120.0 .06b-- - .6921 I • • • u x _ 32' 87.3 C 14 SM - (GRADE 2 CRS) • •119.7 •• • • O • ••• •^ 36' 60.0 60.0 562 1.125 •• 40' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES-�' LLL��JJ� •. . 060 • • • • • 0111 Ear. JAVAD 9 20' 60.0 110.0 60.0 154.5 1-1/2" MIN. PENETRATION INTO WOOD - 1 436 - AHW1D CML 70592 ILA. PEI3538 �S53e pRODl1CTlOEvIs8U w templyinf with On Plaids 1 Q '�'� i 24' 97.0 120.0 .125 .903 TYPICAL EDGF DISTANCE CAN, DuildingCode -•612.LLa 28' 68.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER • • • • • • • tance Nof �C0i��)I8 § . t _ _ 30' 72, -_ .. 81.7 112.0 INTO WOOD -STRUCTURE = 1" MIN. 2 • • • 32" 77.9 106.9 6063 -T6_ 6063 -T6 • • • • • ,.;17:7::::170: , 1�Y{ drawing no. 36' 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS }'c - 3000 PSI MIN. �I� 6• ••� • • W98-100 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. (sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • 6 •• •• ••• • • • ••• • • MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F 1786) 115-2599 Kpvw.olio midadQ.16 'ff bnomy • •. . ••• • • • • • • .••. •••• • •• • SCOPE: •••• •••• • • This NOA is being issued under the applicable rules and regulations governing 41 else of.construction..;..• materials. The documentation submitted has been reviewed and accepted by Miami4 ade Cou 11!,•RER -. Product Control Section to be used in Miami Dade County and other areas whereOlt Qd by the'Authority •• Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Ceuaty 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 mg the High Velocity urrrc DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. DOCUMENT: Drawing No. M95 -13A, titled "Mull'. i . ions and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/23)95, wu revision . ated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahtnad,,P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product o ection. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : ELING: Each unit shall bear a permanent label with the manufacturer's nam: or logo, 'city, state, model/series, an o -Dade Coun t ' • • noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. proved", unless otherwise MIAMI-DADE COUNTY APPROVED 15 NOA No. 15-0420.0 Expiration Date: March 28, 2018 Approval Date: August 13.2015 Page 1 • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ...• • • •. A. DRAWINGS • •• • t••' • 1. Manufacturer's die drawings and sections. • (Submitted under NOA No. 95-0929.39) ••••• • •' • • • • 2. Drawing No. M95 -13A, titled Series "Mullion Elevations ands;ails", shiet4e1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/4S,.prepared•u36A1- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. • • • 1 • • •• B. TESTS • • • a • . .• • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • •• • ••.. • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS,202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No.' 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anc orserification calculations and structural analysis, complying with A� EditionR{2014ed 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 E-1 ManuelP. , P.E. Product Control 1 xa iner NOA No. 1 -1420.08 Expiration Date: March 28, 2018 Approval Date: August13. 2015 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourous:(4 ER). • • . • .. . E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with fmancial interest, dated April 13, 2015, issued by sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Viral J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) • 3. Laboratory compliance letters for Test Report No. ATL -0080-0303-96, issued by Hurricane Test. Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Sub/Jutted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion --- L.M.I., approved on 02/28/13 and expiring on 03/28/18. • • • • •••••• • • • • • • •••• .••• • • • •• •••• •••• • •• • • • • . •• • • •• •• • • • • �• E-2 l Manueler ' ' E. Product Control E. ner NOA No. 15- i 20.08 Expiration Date: March 28, 2018 Approval Date: August 13. 2015 2.000--tx 125 Imo ---2.000 _112s Ix = .332 INV SX = .332 W\3 1X2 MULLION 6063-16 3.000 -1.000 1_1.125 Ix = .9502 IN\4 Sx = .6335 IN\3 1X3 MULLION 6063-T6 Ix = 2.0374 IN\4 Sx = 1.01871'4\3 1X4 MUWON 6063-T6 2.000 L +-.125 ^2.000 CUP ANGLE 6063-76 4.000 Ix = 2.9762 IN\4 Sx - 1.4881 INV 2X4 MULLION , 6063-T6 x-.125 6.000 --125 Ix = 8.2757 INV Sx - 2.7588 IN\3 - 2X8 MULLION 6063-16 W' DIMENSION MULUON 2' 3' 6' 1.875 .715r .125 1.888 2.688 3.688 5.688 4.000 MULLION CLIP FOR 1 BY TUBES 001-383 6063-18 2.000 .125 4.000 MUWON CLIP FOR 7BY TUBES CGI -395 6063-16 4.000 6.000 2,000 TYPICAL GLAZING PRODUCT 2.000 3.000 ,000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 1.000 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HNHZ). ALL NG IS MUST MEET THE APPUCABLE BUILDINGODEUSEDREQUUIREEMENTS LE:OWITH THEE WIND ULOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL COVERING (STUCCO, 11LE ETC.). ANCHORING CONDITIONS OTHER 'MAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF IRIS APPROVAL A LOAD DURATION NCRFASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT DME INTO CONTACT W.Qlj 0T 1SWAB MATTj)56LS.`HAI4 MEEl1tE REQUIREMENTS OF TH FL0)RIDA 4E. • • • • • • • • STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH 4-DE51GN MING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP LASING ANCHOR TYPES ON SHEETS 4 h 5, AND ANCHOR GRAPHS NG MORETHAN ON HEET 3THE DESIGN LOADS , SELECT ANCHOR SPECIFIED E WITH DESIGN STEP 1T1ABOVE. • • •• • ••• En9-.. MA/AD MAD CML FLA. P + 70592 •0i. 3636 • • ,, • JU ".'T 2U95 • • •• • • • •• PRODUCT REVISED as complying wLh the Florida Building Code • ♦cceptyce No Hxpiotiogpale Mien • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • a 0o m u 30 fr (drawing no. M95 -13A, (sheet 1 of 5 4.1 a w4 aP Om J• MULLION LOAD CHART 1"82"81/B" ALUM. TUBE '90 STEEL CC/1X2 I 30- 3/B" MUL AN /0- 20 26 30 36 40 45 68 65 60 65 70 76 55 85 TRIBUTARY MOTH - INCHES MULLION LOAD CHART +.284241/8 'NO R; STEEL ALUM. TUBEI COI2X4 \ P \ \6B -\E 66 B -3/e 38-3/8" - \\ 9: m . R\-; 1 63' 9 o 70-1i'8" 74 1/4 6e. r17' W8 L OP 64 20' i 10e" 74-1/4" 96" MUL- SPAN 132" 4 28 26 30 36 40 46 615 56 60 TRIBUTARY VIOTH - 65 706628 70 76 80 86 a 9 0 MULLION LO 1m2V/8 NO 46 68 66 68 66 ALUM. TUBE 6 -EEL CGI1X3 \ P B -3/e 38-3/8" - m . R\-; 1 9 o 70-1i'8" 6e. r17' W8 L OP i 74-1/4" 4 .... 20 ze ae4. ... ... ."".... m 8" .2 70 75 TRIBUTARY MOTH - INCHES 88 66 MULLION LOAD CHART 2x681/0 ALUM. TUBEI NO STEEL CGI2X6 84 74-1/4' ' MU_L S'AN 96' 108" 120 N 20 26 30 144 132' 36 48 45 50 66 60 65 70 76 80 86 TRIBUTARY WIOTH - INCHES -3 LOAD CHART 184m1/8 ALUM. TUBE N0 STEEL C0I114 MIA. 60 5/8 S 108- 6- 20 25 30 36 40 45 60 66 60 65 70 76 80 86 TRIBUTARY WIDTH - INCHES GLAZING PRODUCT W1 VERTICAL MULUON GLAZING PRODUCT W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE J„%' GLIZINO " PRODUCT GLAZING PRODUCT NOOZONTAL MULUON PROW 1AULUON SPAN TYPICAL MULLION ARRANGEMENT$ WIDTH (W) = WI + 22 2 ADM MULLIONS REED i1J•�1Et g 4MA' B:O TENTED VERTICALL • OR HORIZONTAILIL • • • • • (INTERPOLATION BE NEEN•WIOTH3• Al .OVrtC • • •• ••• •• • • • •• MULLIONS En9n JAVAD AN/ AD CML pt.RE t 711692 NNNN •3538. • • • 8201 PRODUCT REVISED as complying rvilh the Florida Building Codo aAcccplsoce No 1$- Ai r 1T6x. irytoepala illi?Y/= dim •o Prodact '."? r • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / Z ill jQaj g O R p 4 O t r O O0.aa 040 re f0 ▪ 1,4 ab EP YI 8 0 SW r C4 , g=� z ZE 0 iHR 50.0 ENvgv CO FZ f` � FT 51 N 0 41 vO Oc • (drawing no. 1M95 -13A (sheet 2 of 5 ) �l HORS AT MULL I•, 6N38 IARCHORB TYPE A 01262 A R. $r 4 ANCHORS AT MULLION ENDS \\\\\ 8-6 .9 -3/6 - 3' L SPAN 4-1 4- 6- 0 a3IA4 ANCHORS TYPE Al ... .... 36 46 46 fie 66 60 -66 -40 -76 -Si -S6 28 26 TRIBUTARY MOTH - INCHES 2 ANCHORS AT MILLION ENO8 S-3/ 0-6/ L SP 7 28 IANCHORS TYPE 6H carom 9 " • ,• , •,.• •..T 26 36 3646 46 60 66 46 66 TRIBUTARY MOTH - INCHES CUP ARCHORS GLAZING PRODUCT ti 1 e UWDN GLAZING PRODUCT CUP ANCHORS W1 W2 76 76 I 26 26 30 36 46 46 50 66 66 66 70 76 TRIBUTARY MOTH - INCHES 30 36 46 46 60 56 68 65 76 TRIBUTARY HIOTH - INCHES r RB AT MULLION ENDS 76 8 0 HORIZONTAL NUIION ARCHES TO BE INSCRED INSIDE RECTANGULAR SHAPE TYPICAL MULLION ARRANGEMENTS WIDTH (W) WI +z W2 B0 66 m O 6 98 MULLION EN08 IANCHORB TYPE B [0712 20 26 30 36 40 46 60 66 66 65 78 76 66 86 TRIBUTARY MOTH - INCHES 2 ANCHORS AT MULLION ENDS !ANCHORS TYPE BF 0206,2 38 -3/E 5/ LL 74 9�' 26 26 38 36 48 46 60 66 66 66 70 76 66 TRIBUTARY MOTH - INCHES ANCHOR LOAD CHARTS ANCHORS W/ ANCHORS INTO 2BY WOOD BUCKS WOOD BUCKS INTO CONCRETE ANCHORS INTO CONCRETE 06 4 ANCHORS AT MULLION ENOS \1\I►\\ME►M.LI ."","„PI., p .,,"„►®I,,,, c M �„I",,,, ",BE„',,, .,.,`,V,,,,1, ,,,,'S1,,,,, IMIRMINONI 011111101115114 ANCHORS TYPE B1.....1t1 aaI14 20 26 30 36 40 46 60 66 TRIBUTARY MIOTI 60 66 76 76 s0NCHEB B0 66 `•-, 8800509 A LION ENDS l`��.... "TYPE BF 11 \ramm... 1`MOBNI,,..... "`I"', ,'.... NMNIUMMINOIN \"U IM,AI,,. "",.CLTU,..1 .\\\\hONENN!1 ..'\`IN,`,,,` ...O1EMMI ' 28 26 38 36 40 46 60 66 68 66 70 76 TRIBUTARY UIOTH - INCI E6 MM ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS D IPTJpN SEE •$HEELS 4 THRIV•5. (INTERP01�1TIM Et1 WiDTH6 OR SPANS ALLOWED) OR WOOD STRUCTURES • • • • • • • • •• ••• •• • • • •• 86 as /B' CHORS DIRECTLY TO HOLLOW. BLOCKS_ WOOD BUCKS INTO MASONRY ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO MASONRY • PRODUCT REVISED Ergrt ,IAVAO AHNAD as complying wlh lho Flot b CML DuildhlgCoda RSL PE 70682 AcapinlRdM�S'O420•i ? • S8 • • • Ex�rAlionflate!•��, I'%,�'i= " • • - •. 411/ •MIIYn Db.✓•"' • ,• •• •• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • JUL )518 2015 ••• • • • • • • • • • • • • • •• •• ••• • • i N O g k4R E rtdrawing M95-13A (sheet 3 of 5 2 X 2 X 1/8' ALUM ANGLE 2/ ANGLE 1i. /4'•ULTRACON 1/ ANGLE 8 ri MULUON MUWON 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LANG 1BY 0R 2BY WOOD BUCK 4. • • 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2• TUBE MULL MUWON 2 X 2 X 1/8" ALUM ANGLE 2.000 MIN. % 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM PRECAST CONC:' ;• ' • SILL' '. . 1/4" DIA. ULTRACON 1/ ANGLE 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 2/ ANGLE MUWON MULLION 2 X 2 X 1/8" ALUM ANGLE 2-5/8' LONG j.r::;i:1ILTRAcow E '11 1BY OR 2BY W000 BUCK MAX. 8 Pi s 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL NBTCH. WOOD BUCK TO ACCOMODATE CLIP',ANGLE TO MASONRY 2 X 2 X 1/8" ALUM ANGLE d 14 S.M.S. 3/ ANGLE MULUON 2 X 2 X 1/8' ALUM ANGLE 3-2/8' LONG " CONCRETE OR NASONRY BLOCKS 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS •• ••• • • • • • • • •• • •• ••• • • • • • • • • • •• • •• • • • •• Enyn JAVAD AMMO PRODUCT REVISED CML FIA. PE70352 a complying wild thg,P pa C,IN. t538• • *Building CIO • • • • 4ceplanceN! S'0'FjQCI$ - • • • •. lip tuition Dai !;ri; Zoic ado .uct ••• • • • •• • • • ... • • • • • . • •• •• • •• •• •• • ••• • • • • • • UL• 8 t 20 Sorin. • • • • M0 v g z drawing no. M95 -13A MULLION CUP 0 ULTRACON 1/ ANGLE 4611.111 111141: 18Y OR 2BY W000 BUCK A •4. • ‚"4 I%�.0 I MULLION MULLION MULLION NOTCH CUPS TO MISS MARBLE SILL OR TRIM PRECAST CONC! .'a BILL '4•. 1/4' D. ULTRACON 1-3/E' MIN. EMBED 1/ ANGLE q 111111::.1/4' f ULTRACON MULLION CUP 2/ ANGLE 1514 MULLION MUWON e §Is 18Y OR 2BY WOOD BUCK SEE SHEET 1 FOR APPLICABLE MULLION CUP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CUPS MULLION CLIP LIBTCH• VODD BUCK •CLIP ANGLE Tp MASONRY • MULLION MULUON • ` CONCRETE OR MASONRY BLOCKS •• ••• • • • • • •• • e, • • 8 r • • •• • • • ••• • • • •• • • Engr PIAPE # 7ANF0592 PRODUCT REVISED . PE 7es COnplYLng with Iho Florida CAN. 538 Dullding Code IAN. lceN xxnp�� • • IL>;Acceppinlonlon �u/ia • •• •B1•J/, • • • Min' : edo Pr..Con. YFI • J11�282015'• • ••• • • • • 01440 • • ••• • • • • • • • • • • • • • • • • • • • • • 00 410 •• • 41 •••• •• •• V 0 drawing no. M95 -13A sheet of 5 m WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICA TYPE 'A'-1/ as :1.1l-.-.,;,.tflu iy INTO 2BY WOOD BUCKS OR ACCESS HOLE TUBE MULLION SEEE ELEV. FOR SPACING +c. 177 KSL Fy-155 KSI) " = TRUCTURES INTO WOOD T.: 1BY BUCKS INTO CONCRETE 1-1/4" MIN, EM:t E TYPE 'B'- 1 /4" DIA I TRA Q Bl'AFop (Fu -177 I, CTLY INTO CONCRETE F1,-.133 ksl) 1-1 " CONCRETE 1 PER CUP AT SMS & 1X3 MULLION 2 PER CLIP AT URGER MULUONS KSI, 5..155 KSI) 1-1/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY MASONRY TYPE 'BF' -1 /4" DIA III TFiegu o.. ,... .._. (Fu- HSI, Fy-155 kSl) ' ED BLOCKS 1-3/4" MIN. EMBED INTO �F METAL TO METAL CONNECTION THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SO = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS F'o = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ••• • • • • • •. • ••• • • . . • • •. • 00 • . 6.— . • • . • . • • • . • ••• • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15 08 pfretfon DAI_ 01,718 •Dy p t., . ,, iofi. ..,e Pr. �Cou. y ••• COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25'b Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the gasp of cph%irirction materials. The documentation submitted has been reviewed and accepted by Miamit-IYalle County ER - Product Control Section to be used in Miami Dade County and other areas where all5te'etby tho eglitlobrity 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 Cpuntyl reser fhe right • to have this product or material tested for quality assurance purposes. If this product or:materi;i•til; to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHTthay 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 i - ' : • Hun-icane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.I. 0-02, titled "Series Se 0 Alum Fixed Window (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and 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 Mi. :. ' e ounty •rouct Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia m id ade.gov/economy • • •• • . • .. • • • • • • .• • • • • • • .• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LING: Each unit shall bear a permanent label with the manufacturer' model/series, a . - , tement: "Miami -Dade County Pro o Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. . INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. name or logo, city, state, MIAMI RADE COUNTY APPROVED NOA No. 15-0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 Page 1 • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. - Manufacturer's die drawings and sections. • 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.1Vl;I,I.:. (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with•feWron F,'dat;d 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by favad Abri, • . P.E. .... • .• • • •• • • B. TESTS •• •• •••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet MC;TASX(312 94 2) Large Missile Impact Test per FBC, TAS 201;94 . . 3) Cyclic Wind Pressure Loading per FBC, TAS*43-44 • • : along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up' drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) Manuel ' - ez, P.E. Product Contraminer NOA N i . -0413.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-1 CGI Windows & Doors C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anc ti or veration calculations and structural analysis, complyiii wi t . Edition (201 , dated July 18, 2014, prepared by Al-Farooq Cb aofation, sig - aled avad Ahmad, P.E. . • (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources,(RER • MATERIAL CERTIFICATIONS '• • ' 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. STATEMENTS 1. Statement letter of conformance, complying wit, financial interest, dated July 18, 2014, issued by sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS • E. F. .... •.••• . • .. .. • •• • • • •••• • • • • • •••.• • FBC-5'h Edition (201 1-Farooq Co and of no ion, signed and 1. Notice of Acceptance No. 14-0731.05, issued to Series "Sentinel 130" Aluminum Fixed Window — expiring on 09/22/15. E-2 CGI Windows & Doors, for their L.M.I. approved on 10/16/14 and grid,._ �I.... / .. Manuel Per 1.E Product Control E. s . er NOA No. 15-0. 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 • . • • • • • .• • • • • 8" MAX. HEAD/SILL CORNERS wg Of 4O" FLANGE WIDTH D.L OPG. 18" MAX. SHORTER SIDES 8 48" BUCK WIDTH D.L. OPO. 49" FLANGE WIDTH D.L. OPD. TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L OPO. 4. PG 1 0 'B h� 0 o. 0 FLANGE & FLANGE ADAPTOR FRAME S NTINEL ALUMIN FALSE MUNRNS (SURFACE APPUED) OPTIONAL II II 11// II II 11 it ti II II u ED W NDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF 19X./FIX. OR FIX. WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULIJON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 18" MAX. SHORTER SIDES EQUA FRAM WINDOW WIDTH 8" MAX. HEAD/SILL CORNERS WINDOW WIDTH 18" MAX. SHORTER SIDES W. WIDTH ANCHORS SHALL S ON DETAILS, EMBEDMENT TO BASEAMATERIALL, SHALLED BE BEYONDASNWALL DRESSING NOR OSTUCCO. ANCHORING OR LOADING CONDIRONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT -NOT -LIMITED TO STEEL/METAL SCREWS, THAT __._ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 8 pAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT — 3.00" D.LO. WIDTH a BUCK WIDTH — 3.00" •• ••• • • • • • • • •• • • al. AVAFi• •. mfb ••�JtIFI •• M. PE )539 70592 C.A.N. L OADS FOR ALTERNATE SHAPES AS I VERIFIEDALLOWABLE BYL INSCRIBING PICTURE WINDOW SHAPE WITHINN SQUA EOVE R ORRECTANGR LEE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ••• • • • 2015•. • •• • ••• 17" MAX. STRNGHT SIDES LAM. GLAS%• )YSI�i AZII3G LAM.GLASS :LARK :Amu IMPACT • SzArIDSSIHE IMPACT • .• PRODUCT REVISED u complying with Me Florida Building Coda „... Acceptance No EX 'ratio/117m • • • ••• • • • • •• 0 • U • • • • • • • • ••• • • • • 0 • • • • • • • • •• •• • •• ••• •• •• pe p. �o. c N � 0 0 51001 iidg2 0 0 n 8 Q 1 (drawing no. W10-021 (sheet 1 of 6 6' MAX. 48' HEAD/SILL CORNERS BUCK WIDTH D.L. OPG, 1 6' MAX. g m rSTRAIGHT SIDES I Lo 48' BUCK WIDTH D.L. OPG. 48' BUCK WIDTH D.L. OPG. 2 8 TYPICAL ELEVATIONS 96' BUCK WIDTH D.L. OPG. COMP -ANL\W10-02CGt FAX. (305) 593-6592 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 16' MAX. STRAIGHT SIDES 6' MAX. HEAD/SILL CORNERS FIN FRAMES L.18- MAX. STRAIGHT SIDES 6' MAX. CORNERS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES • •• ••• • • • • • • • • ai• • • • � L • el"r. J,CIVICp�F{ MAD• • F1.A PE t51592 70592 C.A.N. • • s 3 IRODIATIIIVIA8 ns complying with the Florida Building Code /....„10.;7C,1;11.7 Acccpluuce fiz �nlioe Dalloy ftir :14ia1d7aigePro, el Co ico • • •• • • •• • • ••• • • •• • • • • • • • • • • ••• • • • • • • • • r •••• • • • • •• •• • ••• • • drowing 50, W10-02 (sheet 1.1of 6 ) ANCHOR SPAC NG TO BE AS PER SHEETS 1 dr 1.1I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP FLANGE DIMS. BUCK DIMS. OUSE TYPES 'C'II C1' GLASS TYPES 'D'& DI' • WIDTH ) LENOTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT. -) EKT.(+) 1NT.(-) YS7 23' 29" 35" 40' 23" 80.0 80.0 60.0 80.0 80.0 30' 80.0 29' 73.0 80.0 80.0 80.0 80.0 36" 60.0 35" 24" 36' 39" 80.0 80.0 60.0 80.0 42'35' 80.0 41' J5• 80.0 80.0 80.0 80.0 48" 80.0 47• 85.9 80.0 80.0 80.0 80.0 54" 23" 20" 35' 35' 53' 80.0 60.0 80.0 80.0 80.0 60 80.0 59' 72.3 80.0 80.0 60.0 60.0 01• 80.0 60" 80,0 80.0 60.0 60.0 50.0 24' 36' 47" 23' 80.0 80.0 80.0 80.0 80.0 30" 80.0 29" 53-1/8" 80.0 80.0 80.0 80.0 38 80.0 35• 81' 80.0 80.0 80.0 80.0 42"4a•41" 80.0 80.0 47" 70.2 70.2 80.0 60.0 46" 80.0 47' 26-1/2" 61.3 61.3 80.0 80.0 54" 80.0 53" 37'50-5/8' 61.3 61.3 80.0 60.0 80" 80.0 59' 48' 61.3 61.3 80.0 80.0 61.3 80.0 eo• 53-1/8' 52-1/8' 80.0 60.0 2 77,4 23'•'rSa®' 61' ' 80.0 80.0 _ 30 77.4 29" 75-1/4" ; .• 74-1/4' 80.0 80.0 38' 77.4 35" 93-3/4" 80.0 80.0 80.0 80.0 42'60 78.5 41' 59" 70.2 70.2 80.0 80.0 48' 80.0 47' 28-1/2' 61.3 61.3 80.0 80.0 54' 80.0 53" 37• 54.3 54.3 72.5 72.5 60" 80.0 59" 4• 48.8 48.8 65.1 65.1 61" 80.0 60' 53-1/8" 48.6 48.8 65.1 05.1 24' 73.7 23" 61' 80.0 80.0 80.0 80.0 30' 84.0 29' 75-1/4' 80.0 80.0 80.0 60.0 36" 61.9 35" 19-1/8' 80.0 80.0 80.0 80.0 42" 72, 41" 71• 702 70.2 80.0 80.0 48" 80.0 47' 37" " 40" 61.3 61.3 80.0 80.0 54' 80.0 53' 54.3 54.3 72.5 72.5 60' 59" 45.6 48.5 • 65.1 85.1 61" 60" 48.0 48.0 04.0 64.0 24" 23' 80.0 80.0 80.0 80.0 30' 29 80.0 80.0 80.0 80.0 36" 39" 78.2 78.2 80.0 80.0 42' 64' 41' 83' 70.0 70.0 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 54" 53" 54.3 54.3 72.5 72.5 56" 55" 52.4 52.4 69.8 69.8 24" 23" 80.0 80.0 80.0 60.0 30" 29" 80.0 80.0 80,0 80.0 36' 97' 35" 96" - 75.8 76.8 80.0 80.0 42" 41" 66.2 65.2 ' 80.0 80.0 48' 47' 80.e 60.6 80.0 80.0 49' 48" 59.8 59.8 80.0 80.0 24" 23" 50.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36' 102' 35' 101' 74.6 74.5 60.0 50.0 42' 41' 65.7 65.7 60.0 80.0 46" 45' 59.3 59.3 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 38" 105• 35" 107' 73.8 73.8 800 80.0 42' 41" 62.4 62.4 80.0 80.0 44 43" 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. CLASS TYPES 'C'Y'Cl' CIA89 TYPES 'D'k'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) ' INT.(-) 24' 30" 36" 41' 114" 23' 29" 35" 40' 113' 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 60.0 60.0 24" 36' 39" 120' 23' 29• J5' 36 119' 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 72.4 72.4 80.0 80.0 85.9 65.9 80,0 80.0 24" 30• 38' 39" 121' 23" 20" 35' 35' 120' 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSP FLANGE DIMS. BUCK DIMS. CUSS TYPES 'CVO' CUSS TYPES 'D'h'DI' WIDTH (W) LENGTH (L) WIDTH (w) LENGTH (1.) EXT.(+) 1NT.(-) EKT.(+) INT.(-) 18-1/5" 1e-1/6" 80.0 60.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 37' 28" 36" 28" 80.0 80.0 80.0 80.0 48• 47' 80.0 80.0 80.0 80.0 53-1/8" • 52-1/8" 80.0 80.0 80.0 80.0 01 60' 80.0 80.0 80.0 80.0 19-1/6" 18-1/5" 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80,0 80.0 80.0 80.0 37' 45" 36-3/6" 36' 47" 37-3/8" 80.0 80.0 80.0 80.0 77.1 77.1 80.0 60.0 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 81' 80• 77.1 77.1 80.0 80.0 19-1/8' 18-1/6" 50.0 80.0 80.0 80.0 26-1/2" 25-1/2" / 80.0 80.0 80.0 eo.o 37'50-5/8' 36" 80.0 80.0 80.0 80.0 48' 47• 49-5/8' 61.3 61.3 80.0 80.0 53-1/8' 52-1/8' 58.0 58.0 77,4 77.4 61' 60' 58.0 58.0 77.4 77.4 75-1/4" 74-1/4' 58,0 56.0 77.4 77.4 93-3/4" 92-3/4' 58.0 58.0 78.5 76.5 19-1/8" 18-1/8" 60.0 80.0 80.0 80.0 28-1/2' 25-1/2" 80.0 60.0 80.0 80.0 37• 83 38" 6z 80.0 80.0 80.0 80.0 4• 47" 61.3 81.3 80.0 80.0 53-1/8" 52-1/0' 55.3 55.3 73.7 73.7 61' 60' 48.0 48.0 84.0 64.0 75-1/4' 74-1/4' 46.5 46.5 61.9 61.9 19-1/8' 18-1/8" 80.0 80.0 80.D 80.0 26-1/2' 25-1/2" 50.0 80.0 80.0 80.0 37" " 40" 76" 35" 47" 75" 78.9 78.9 80.0 80.0 61,3 64.3 80.0 60.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7 61" 60' 48.0 48.0 64.0 64.0 L 'i% W .IdQ1Ei WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. EGUAL LEG FRAME BUCK DIMS FIN FRAME NOTE: GLASS CAPACITIEVII 11.IIt:S4ErARIE • • • BASED ON ASTM 4E1300-09. (3 IBC, GUYS). • AND FLORIDA BUILSING CE MI$SICM • • • • • DECLARATORY ST4T�A�ENI A A IFEC_ 01.9 • • Engn MAD AHMAD CML FIA. PE i 70592 C.A. 3538 • •• • • • 015'• •• • •• • •• PRODUCT REVISED 69 complying wish the Florida Duilding Cade Race IE,,. No Ex II. Dale -'7;,4. / �Y AV, .1 i Nun IA a Product .'Ilire, V• 20 •• ••• • • • • • • • • • • • • • ••• • •r ••• • •• • • • • 0410 • • • • • • • • • • • • • •• •• ‘u N 111ce in Ow 0) 3 N r 03r•3 "' 3o. U§ -g0 d E tl "-i 8 drawing no. W10-02 sheet 2 of 6 (sheet 3 of 6) 3/18' ANN. GLASS 075' Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Saflex Clear Md Color Glass BBN 'Eastman Chemical Co.' 090' Interloyer DuPont SentryGlas ByR 'E.I. DuPont De Nemours & Co., Inc.' 090' Interlayer DuPont Butacite PVB By 'El. DuPont De Nemours & Co.. Inc.' 3/16 HEAT STREN'D GLASS ©4r SILICONE Mr 1 GE 1200 DOW CORNING 899 DOW CORNING 995 II- t® AT 1/4 PO NTS ON UIES 4 JIIDER_ THAN 38' GLASS TYPE 'C' /19' OVERALL LANA. 0 (L.M.I. do S.M.I.) 3/16' HEAT STREN'D GLASS 075' Interloyer Saflex CP With PET Core B 'Eastman Chemlcal Co.' OR 090' Interloyer Saflex Clear And Color Class By 'Eastman Chemical Co.' OR 090' Inlerlaysr DuPont SentryGlas 'E.I. DuPont De Nemours & Co., Inc.' 090' Interlayer DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16' HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 7/16' OVERALL LAM. GLASS 3/8' AIR SPACE 3/18' HEAT STREN'D GLASS GLASS 075' Interloper Soflex CP With PET Core BByy 'Eastman Chemical Co.' 090' Interloyer Soflex Clear And Color Class 'Eastman Chemical Co.' R 090' Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' OR 090' Interlayer 3/18' HEAT STREN'D GLASS DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16' HEAT STREN'D GLASS 3/8' AIR SPACE V SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 a 0 a "1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 Ps NTS ALL SIZES GLASS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS (S.M.L) _ — IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & '01' MUST 8E TEMPERED. (L,M,I, ONLY) 3/18" HEAT STREN'D GLASS 075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' O 090' Intedoyer DuPont SentryGlos By '0.1. DuPont De Nemours & Co., Inc.' OR 090' Interlayer DuPont Butocite PVB By 'El. DuPont De Nemours & Co.. Inc.' 3/18' HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 620 IIIR� OR �' OR �B(® 11AT 1/4 Ps NTS ALL SIZES a 0 GLASS TYPE '01' 1' OVERALL INSUL. LAM. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' DURASEAL BY 'GUANO(' SUPER SPACER BY 'QUANEX' SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 SIL CONE GE 1200 DOW CORNING 899 DOW CORNING 9058 • • • • • • • • • •• • • GPTI•GNAi•Gi.A7ANG•nHfR1% • • • 4.8* APCs ti''& :nl: • •' Eng: JAVAD AHMAD CML M. P1 70592 C.A.N. 38 • •• • • PRODUCT' REVLSED .9 aumplylOB with Aho Florid. wldit�Code • car lnnNo /U'• .V _ • • e......• sate '?S,g/✓ 1• • r /',Ft • len ,L odePro.uct •m� ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • •• N 0 N G O s ow 4 • N ul N o NM o 3o • 6 O v IRNtgva! 2c1IN • I'd&i:. o f.7". d WE • 0 1 drowing no. W10-02 TYPICAL INSTALLATION DETAILS ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTAUATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE 1YPICAL AITICHORS SEE ELEV.' FOR SPACING TYPICAL NCHRS• SEE ELEV. FOR SPACING ICEICALEnaasiAtiGE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE a 3/4" MIN. INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCK DR WOOD STRUCTUR LEG EOU— AL LEG 120 KSI, Fy-92 KSI) (Fu -177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY -1-1/4"-MIN. EMBED INTO CONC. OR MASONRY 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 K51 MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) ' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIMS CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm o 2000 PS) MIN. 1/4' MAX. • SHIMS EQUAL LEG v TYPICAL ANCHORS SEE ELEV. FOR SPACING 'v (GRADE 2 CRS) •' ' (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN— THK— = .090") (NO SHIM SPACE)- — 11, FLANGE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS META. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL LFTR.IIITIVREID NOT BY•C♦GI jDV= MUST SUSTAIN LOADS IMPOSED MI'GG1iI�C $YSiEM• • AND TRANSFER THEM lb•THE S•TRUCTURE.• • • .• ••• Engr. JAVAO AMMO CML FLA PE Y 70592 C.A.N. 3 38 MAY • • ,• • • •• • • • •• •• •• PRODUCT REVISED as complying with Ote I'krtd9 Building Coda ..A� sAaIplmis No IS- MR O .intim Cite �4," adolPr..001 • • • , ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• •• N 0) 0 0 U 1 drawing no, W10-02 sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE • TYPICAL ON — __ ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR iBY WOOD BUCK 23/E' MIN. 2 3/g' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. BUCK WID1H INSTALLATION DEfNLS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR 1/4" MAX SHIMS INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE BUCK HEIGHT ��TppY��P��I,,CAL ANCHORS: SEE ELEV. FOR SPACING +T (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN, PENETRATION INTO WOOD BUCK WIDTH EXTERIOR APPROVED MUDE LLLION MULLION ANCHORS SEE SEPARATE NOA /14 K 1' SMS. Tr - 1i MIAMI—DADE COUNTY — l ii SiE SEPAON & MUWAN ANCHORSD D i TE NO I Li-TE I hi L�3 Eng,; JAVAO • • • • • • • • 1 CML MAO HA• PE 21"2 PRODUCT RBVISGD C.A. as complying with the Florida BuildingBB Dodo • ••• Acne N. •••" • _ I'n111 Y71l:y 3 y A' •• 015• • •iJ• • • • • • • • • • • • • • • • • • • •• •• • • • ••• ••• • • • • • • • • • • • • • •• •• .995 E4 GLAZING BEAD (LAM. INSUL. GLASS) .120 .050 1.1 94 --I 1.550 .050 L 1.395 NAIL FIN ADAPTER .0501— .085 FLUSH FRAME COVER • . • • • • • .•- . . . PRODUCT REVISED as complying with the Florida Building Code' AcceptingNo -.. irjtlbo-Dot ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE: MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is m idade.goJdeco nomy . . . • • .. . • • • . • • • . •... .... . This NOA is being issued under the applicable rules and regulations governing.the. arse of emotruction materials. The documentation submitted has been reviewed and accepted by MMarni!-•Dade gogjntyRER- Product Control Section to be used in Miami -Dade County and other areas where•adlowed by tltt'Abthorit ? • Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miariii-Dade Coignoyb kroductr Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miani-ade Co}rty) rpservv the right to have this product or material tested for quality assurance purposes. If this product man:I:terial . 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 . .... . . . . e c1 .11 - ESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M. APPRO : _ :.. _18 titled "Series Sentinel 120 Alum. Hori ' 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the M..fl ' 1.2: - . - . _ _ t SSILE IMPACT RATING: Large and Small Missile Impact Resistant��. • 1. Glass lites wider than 36 -inch shall have two setting blocks and anti -Lift devises per FBC requirements. 2. The Day Lite Opening's (D.L.O.) of maximum 495/8 -inch (Width) by maximum 553/47 -inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by .Jorge M. Plasencia, P. E. MIAMIDADE COUNTY APPROVED 1 r\ L NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 Page 1 . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS'•• 1. Manufacturer's die drawings and sections. • • . (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) • • •• • •••• • 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz• Sliding Wdv • fl•.M.I.f • ; • • • S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dates 0 'a?g/10 rgii-jfr'evisiorl"" "G" dated 05/02/16, prepared by Al-Farooq Corporation, sigritti'and sea1e f t' Javac! • • 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 under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94' 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a' series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) • E-1 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) • ' .. •: . ; .• . • 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading par FBC TAS M-94 2) Large Missile Impact Test, per FBC, TAS 2271•--9 l I • 3) Cyclic Wind Pressure Loading, per FBC, 'FA 203-94•.. • • • along with marked -up drawings and installation diagram of p.srjes aluminum fixed:..' window, to qualify DuPont "Butacite" PVB interlayer, Durasealb�nd Supar•Spacer®• • • • • insulating glass spacer, prepared by Certified Test Labora=OritS; Test Report No. •. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramey h Cjsatel, .4.: • (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. ' : - or. ye ' . ; $1 calculations and structural analysis, complying with Edition (2014), • epared by Al Farooq Corporation, dated 09/17/15 revised on , 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. foi their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Che1i l'Com any (MA)• for their "Saflex Clear and Color Glass Interlayers" dated O M MRR, expir.ipg.on . 05/21/16.• . . . .. . • 1 . • . .. • . . . F. STATEMENTS • • • •• • • • 1. Statement letter of conformance, of complying FBC 5th i Mtj (201,4) a • .• 7 f np financial interest, dated 08/17/15, issued by Al Faroo :::: ' . n- + 'A$8•sealed by Javad Ahmad, P. E. •• • 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/b7/15, 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. t (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. Jorge M. PIasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-3 .TYPICAL ELEVATION MAX. HEAD/SILL 111" FLANGE WIDTH 5' MAX. TYP. MTG. STILE b m D.L. OPG. 1 1 1 1 I, II II II all I F k • II0 jr 5 IC 1 A _-__ 4-= , /. ;// FALSE MUNTINS (SURFACE APPLIED) OPTIONAL IMEN WM `DOL ANCHOR REOD. R OF ALL PANELS D.L. OPG. FIXED OR ABOVE 30' PAN •THS AT HEAD/SILL D.L. OPO. 36 3/8' VENT WIDTH 5 1/2' MAX. NGE ac FLANGE ADAPTOR FRAME 110' HEAD/SILL 0 x h X t, 6 FALSE MUNBNS (SURFACE APPLIED)OPTIONA= BUCK WIDTH 5' MAX. TYP. MTG. SOLE 13 5/16' MAX. HEAD/SILL 1 • .- 0 F k • -----7; DO --== �r n ii _-__ 4-= I I /. ;// rT 8 {. .. (•--471.S..., r 1 Jz 7/8' - D.L OPG. 36 3/6" VENT WIDTH 32 7/8' D.L. OPC. YIN FRAME 8 110' BUCK WIDTH 5 1/2' MAX. HEAD/SILL 5" MAX. TYP. MTG. STILE 11 1`3'1 D.L. OPC. 0 I 1 1 II I k O II 6 n _JL 00 II 431, II _ II II It 0 II IIn n FALSE MUNTINS (SURFACE APPLIED) OPTIONAL EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. ADDL. ANCHOR RE00. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Data 09/22/2020 OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5114 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRAN 'ER • • • LOADS TO THE STRUCTURE. • • • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, AN�{p�S • • • • • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR -STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO I1006 SDK?. • • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRES�BLE. •^ • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCR •CHAT :�1V •� t 2 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL E�Lf�THE • REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPT STANDARDS. By -• Mien' a e Product -CControl LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT 6MILL MISS:LE:Ih ACT • 01. hi •��," rowu ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S S N E a 1 5 drawing no. W10-18 (sheet 1 of 11 • TYPICAL ELEVATION 6' MAX. HEAD/SILL FLANGE WIDTH FLANGE WIDTH 5 1/2' MAX. HEAD/SILL 5' MAX. TYP. MTG. STILE FALSE HUMANS (SURFACE PP ED) TIONAL 5 1/2" MAX. D.L OPG. 28' 1 DPG. VENT WIDTH D.L OPC. 7 L -4 4 1 4, II /II li I III I II II II ---==== 1 I l% V •% II 1 II O 1 O o 0 I 1 O I V _JL-_- u 1 FALSE HUMANS (SURFACE PP ED) TIONAL 5 1/2" MAX. D.L OPG. 28' 1 DPG. VENT WIDTH D.L OPC. 7 L -4 4 1 4, 11 /II li I III I II II 11 ---JL_-- II 11 v ---==== . it // I I I I l% V ADDL ANCHOR RECD. AT CENTER OF ALL PANELS RXEO OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" HEAD/SILL e FALSE MUN1195 (SURFACE APPLIED) I0L BUCK,V9DTH 5' MAX, TP. r_ MTG. STILE 13 5/16' MAX. HEAD/SILL `• ,_ II Il > 1 I 1.--� --- Ir /111 la O 1 11 0 0 II '% N O •% 24 1/2' ILL OPO. 28' VENT WIDTH 49 5/a' 'D.L OPO. FIN FRAME FALSE MUNRNS (SURFACE APPUEO) OPTIONAL ADDL. ANCHOR REDD. AT CENTER OF ALL PANELS L. OPG. -' FIXED OR OPERABLE ABOVE 30" PANEL YADTHS AT HEAD/SILL 11 1 VENT WIDTH EQUAL LEG FRAME •• ••• • • • • •. • • •• ••• PRODUCT REVISED . s complying with the Florida B uilding Code NOA-No. 15-0929.13: Expiration DtA 09122/2020e By MIamT-0Ad Product Cor*r•1• . • • •• • • •• • • • • -• • • • • •1•ImL • . i �� �.1�. I.:4.V4Sfi .••• i7 • TEOP• t•/ • ORIDI•!•iG,�; IPNAL N`N rrruunttr ••• • -• •- • •• • • • tW,1 1 Ito ••• • • • • ••• • • • • • • • • • • • • ' • ••• 5 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 5 ••• • • droeing no. W10-18 Sheetl.lof 11 sheet 2 of 11) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. 1870. RAIL H.D. MTG. BAIL GLASS TYPOS '1110, Vera' GUM TYPE II' 8 '81' 610TH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 28-1/2' 37' 53-1/8' 74' '26. 25-1/2" 36' 52-1/8" 73" 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 85.0 85.0 80.0 90.0 65.0 65.0 50.0 90.0 28-1/2" "1 25-1/2" 36' 52-1/8" 73' 37_3/5• 6``5.0 0 80.0 90.0 53-1/8" 74' . •V 65.0 80.0 80.0 90.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 28-1/2' 37 53-1/8' •- jl% 507_5/8' 25-1/2" 36' 52-1/5" 73' 49_5/8• 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 78-15/16' 6`5.00 85.0 80.0 90.0 �.Xua,11 65.9 soli 90.0 26-1/2' 37 3-1/8 63 .-----751 25-1/2' 36' 52-31/8 62' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 ~ 65.0 80.0 90.0 60.2 60.2 80.0 90.0 .(1/29) (1/2w) ZJ OPERATING VENTS 2 OF. THE WINDOW WIDTH 'XO OR OX' k" TTP. MICK DIMS DESIGN LOAD CAPACITY - P9F (X0 0R OX SIZES) SCD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GEM TYPt4 GLASS TYPIS D1825 T0'39 FLANGE DIMS. BUCK DIMS. 'A'8'Al', '8'851' s' & '81' 'c' 8 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 54-3/4" 65.0 65.0 80,0 90.0 65.0 65.0 78-15/16" 26' 77-15/16' 25' 65.0 85.0 80.0 90.0 65.0 65.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 85.0. 65.0 55-3/4' 54-3/4". 65.0 65.0 60.0 90.0 65.0 65.0 78-15/16' 35-3/8' 77-15/16" 37-3/8' 65.0 65.0 80.0 90.0 85.0 65.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 55.0 78-15/16' 50-5/8" 77-15/15` 49-5/8' - - - - 65.0 65.0 83-1/2' 82-1/2' - - - - 65.0 65.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 .65.0 65.0 79-15/16' 63' - 77-15/16 62"'•'. - - - - 65.0 65.0 83-1/2' 82-1/2' - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' 811CH 0190 1 L FLANGE ADAPTOR FRAME NOTE: GLASS CAPACITIES ON -THIS" SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FLANGE 0815 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME... . . • . .. • PRODUCT REVISED as complying with the Florida Building Code NDA -No. 15-0929.13 • •. • • • •- - • Expiration Pate 09/22/2020 • • • By • • • tat 1 1 ilia Mlem - o Product on • • • • • • `1 11 +I 7 • • • • • ` Q•A A •- 0.7' 92 *: - ••• )� .. ORI01`.. G\.. �n/ONAL #‘`. 11111111 1 // 0 a n 7 rtra OGR LL ��W O/ a oll ',b2 u 0 0 0 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 x 0 O d u 1a K 1 S 0 8 8 13 13 0 0 C drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XOX S EES) (I/3w) . (1/34 STD. MTG. RAIL H.D. um. RAIL H.D. RTC. RAIL 01152 MES GUTS MES FLANGE DHSS. - BUCK DIMS. 'A'k'Al', '9'&'61' '6' 8 11' 1VID01 HEIGHT WIDTH MIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' EKT.(+) 73' EXT.(+) 65.0 65.0 60.0 90.0 106-1/4' 26' 105-1/4' 25 65.0 65.0 80.0 90.0 111' 105-1/4" 110' 65.0 65.0 65.0 80.0 90.0 74' 111' 73' 110' 65.0 65.0 90.0 90.0 106-1/4' 38-3/6' 105-1/4' 37-3/6' 65.0 65.0 90.0 90.0 111' 80.0 110' 65.0 65.0 65,0 80.0 90.0 74' 65.0 73' 80.0 65.0 65.0 80.0 90.0 106-1/4' 50-5/8' 105-1/4' 49-5/8' 65.0 65.0 80.0 90.0 111' 74' 110' 73' 65.0 65.0 80.0 90.0 74' 65.0 73" 109-1/4' 65.0 65.0 80.0 90.0 106-l/4" 63' 105-1/4' 62" 61.0 61.6 80.0 90.0 111" - 110' - 60.0 60.0, 60.0 90.0 x"rm. (1/3W) (I/3w) . (1/34 800. MTG. RAIL h 6S H.D. RTC. RAIL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' DESIGN LOAD CAPACITY - PSF (XOX SIZES) 800. MTG. RAIL H.D. 300. RAD. H.D. RTC. RAIL MASS MEM GUIS TYPES 0U9S MES FLANGE DIMS. B11CK 011/S. Tee, '91,161' '13' k '91' 'C k 'Cl' WIDTH HEIGHT WIDTH HEIGHT EKL(+) INT.(-) EKT.(+) INT.(-) EXT.(+) INT.(-) 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 90.0 90.0 65.0 85.0 111' 110' _ 65.0 65.0 80.0 90.0 65.0 65.0 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 65.0 80.0 90.0 65.0 65.0 111' 110' 65.0 65.0 80.0 90.0 85.0 65.0 74' 73' 85.0 65.0 80.0 90.0 65.0 65.0 109-1/4' 50-5/8" 105-1/4' 49-5/8" - - - - 65.0 65.0 111' 110" - - - - 65.0 65.0 74' 73" 65.0 65.0 80.0 90.0 65.0 95.0 106-1/4' 63" 105-1/4' 62' - - - - 65.0 65.0 111" 110' - - - - 65.0 65.0 M OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD. MTG. RAIL( 'xox' BUCK DIMS FLANGE ADAPTOR FRAME • ' FLANGE DIMS NOTE: .GLASS CAPACITIES ON -THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG .FRAME•..•• •, • • • •• • • .• • •••••.••• • ••••••111 . _ •• .•• •• • PRODUCT REVISED no complying with the•Floalda• • • Building Cod• • ••• NOA-No. .. 15-09119.13 •. •- • • Expiration Dat. 0/12/202% • • • • 1 AY•1 1 291 By Miami-D�de'Product Control Y9/ • giJ OZIAH 5N8 .ti is No 0522 •G ••• {T= MTEOF• . CA S/ONAL � N`‘ fay1,U z 0. O ��SSF]n6 SEN@El. 120 kW IIDRR SID% WOW. (LILT./SJLI)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 5 Y b drawing no. W10-18 (sheet2.10f 11 sheet 3 of 11) DESIGN LOAD CAPACITY - PSF (XO OR 0X SIZES) 87D. NIC. RAD. H.D. LTC. RAIL H.D. LTC. RILL CUSS TYPES MUSS TYPES BUCK DILE. Tell ,'8'8'81' '6' Y '81• TOOTH 9100117 EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' EXT.(+) 65.0 65.0 80.0 80.0 38'65.0 65.0 65.0 65.0 80.0 80.0 52-1/8' 25' 65.0 65.0 80.0 80.0 73" 65.0 85.0 85.0 80.0 80.0 25-1/2' 80.0 65.0 65.0 80.0 60.0 36'85.0 37-3/8" 65:0 65.0 80.0 60.0 65.0 65.0 80.0 80.0 52-1/8' 80.0 73" 65.0 65.0 85.0 80.0 80.0 25-1/2' 80.0 65.0 65.0 80.0 80.0 36" 49-5/8' 65.0 65.0 80.0 80.0 52-1/8' 77-15/18' 65.0 65.0 80.0 60.0 73" 65.0 65.0 65.0 80.0 60.0 25-1/2' - 65.0 65.0 80.0 80.0 36" ' 65.0 65.0 80.0 80.0 52-1/8" 62" 65.0 65.0 80.0 80.0 73' 85.0 60.2 60.2 80.0 80.0 OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY -PSF (X0 OR OX SIZES) 57D. LTG. RAIL H.D. LTC. RAIL H.D. LTC. RILL 01A95 TYPES MUSS TYPES CCSB TYPES BUCK DIMS. 'A'YA1, '8'O'81' 'B' Y '81' 'C !< 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 77-15/16" 25' 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 65.0 65:0 80.0 80.0 65.0 65.0 77-15/16' 37-3/8` 65.0 65.0 80.0 80.0 65.0 65.0 82-1/2' 65.0 85.0 80.0 80.0 65.0 65.0 54-3/4' 85.0 65.0 80.0 80.0 65.0 65.0 77-15/18' 49-5/8' - - - - 65.0 65.0 82-1/2" - - - - 65.0 85.0 54-3/4" 65.0 65.0 80.0 80.0 85.0 65.0 77-15/15" 62" - - - - 85.0 65.0 82-1/2" - - - - 55.0 85.0 . BUCK GINS 1 FIN FRAME (1/3W) (2/31'/) M OPERATING VENTS TO 8E 1/3 OF THE WINDOW WIDTH 'XO OR OX' STD. MTG. RAIU 11 H.D. MTG. RAIL' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ....• ••• • • FAIN. I RA4E . • . . • . . • • .. . • • • • • ••� 1111Ai111// •• ••• •• • i•`P,04 IM'1,, �aENaF••.• .7' '2 •• �:•i7l •.y•.• ; 'i7_ • •' • Expiration Da0 " 2/2021 • • • m Oats • • 4 STATE OP. % 4: - By /!--- • tdAlG1 "S• I ,, 1.•.....MG_,•� Miami -D '. - roduct Contros�ONAL� PRODUCT REVISED aw complying with th• Florida Building Coda • • • • NOA-No. 15-0129.15 • Z b E O b g EnJg opp �LLOp O b -x aw1150 ZJ 8 F_ t • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • •• •• 090 • • • 000 • • E 8 iS Y rf drawing no: W10-18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) (I/3W) STD. 1trC. RAIL H.D. MTG. RAIL H.D. MTG. RAH. GLAS TYRE GLASS MIS HUCK DIMS. 'A'k'Al , '8'5'61' '5' k '81' WIDTH HECHT EXT.(+) INT.(-) DC(4) INT.(-) 73' 25" 65.0 65.0 60.0 50.0 105-1/4' 25' 65.0 85.0 80.0 80.0 110" 65.0 65.0 65.0 80.0 80.0 73' 65.0 65.0 65.0 80.0 80.0 105-1/4" 37-3/8' 65.0 65.0 30.0 60.0 110" 30.0 65.0 65.0 60.0 80.0 73' 80.0 65.0 65.0 60.0 80.0 105-1/4' 49-5/8' 85.0 65.0 60.0 50.0 110' - 65.0 65.0 80.0 80.0 73" - 65-0 65.0 80.0 80.0 105-1/4' 62' 61.6 61.6 60.0 80.0 110' 65.0 60.0 60.0 80.0 50.0 (1/3W) if (I/3W) (1/3W) H.D. MTG. RAIL H.D. MTG. RAH. 4 CLASS TYPES '8' 5 'Dl' M K OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF ()C0X SIZES) BUCK DIMS. STD. MTG. RAH. H.D. MTG. RAIL H.D. MTG. RAH. GLASS TYP28 'DAC , '6'5'81' CLASS TYPES '8' 5 'Dl' CUSS TYPRS ICI k 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25" 65.0 65.0 50.0 60.0: " .65.0 65.0 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 50.0 50.0 65.0 65.0 73' 105-1/4' 110' 37-3/8' 65.0 65.0 50.0 80.0 65.0 65.0 65.0 65.0 80.0 30.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110' 49-5/8' 65.0 65.0 60.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4" 110' 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - . - - 65.0 65.0 (1/4W) i 80 (1/2W) (1/,4W) { d OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD. MTG. RAIL; _ N.0. MTG. RAIL; 'XOX' NOTE: GLASS CAPACITIES 'ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •• ••• . •-Ii,IN• P+.RA7vQF • • • •• • • • • • • •• ••• •• PRODUCT REVISED as complying with till Florida Building Code • • • • NOA-No. 15-0919.13i Expiration Date 09I 22202 • • • By • Mlam -i •' ro • uct ontro • \\RllAll/ V/' V`REN8F' 70592 •• •-• j ' a• _ • • • -. t • • • • 14Ar 1, 1 7026/'',,; °NAL •••\'‘‘ •• 0i11010 isIIV 0 ••• • • • • • • • • •• •• ••• • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• drawing no. W10-18 sheet 3.10( 11 (Sheet 4 of 11) 13 /8" ANN. GLASS 1/8" HEAT STREN'D GLASS 075' Interlayer 075" Interlayer Scales CP With PET Core Saeex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interlayer Sofax Clear Md Color Glass Sallex Clear Md Color Gloss 8y 'Eastman Chemical Co? By 'Eastman Chemical Ca.' OR OR .090' Interloyer 090' Interlope SentryGlas . SentryGlas By 'Kuraray America, Inc. By Kuroroy America. Inc.' OR OR 090' Interlayer .090" Interlayer Kuraray Butacite PVB Kuraray Butacits PVB By 'Kuroroy America, Inc.' By 'Kuraray America. Inc.' 1/5' ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 POINTS ON UTES GLASS TYPE 'A" 5/l8" NOMINAL IAM. CLASS 1/4" MR SPACE 1/8' ANN. GLASS 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 075' Inledayer Sages CP With PET Core BByRCo.' 'Eastman Chemical Co 090' Interlayer SentryGlas 8y 'Kuroroy America, Inc.' 1/8" HEAT STREW° GLASS 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'B' 0/16" NOMINAL LMA. GLASS 1/8" HEAT STREN'D GLASS 075' Interlayer .075" Interlayer Sollex CP With PET Core SaBex CP With PEI Care By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR 090" Interloyer 090" Interlayer Sallies Clear Md Color Glass Sallex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR 0R 090' Interlayer 1/4' MR SPACE 090' Inter -layer SenlryGlos S•ntryClas By 'Kuroroy America, Inc.' By 'Kuroroy Americo, Inc.' OR OR 090' Interlayer I/8' HEAT STREN'D CLASS 090" Interlayer Kuroroy 8ulacite PVB Kuroroy Butocite PVB By 'Kuraray Americo, Inc.' By 'Kuroroy Americo. Inc.' 1/8" ANN. GLASS s SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LRES WIDER THAN 36" GLASS TYPE 'C' 5/10" NOMINAL LAM. GLASS 1/4" MR SPACE 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS .075" Interlayer Sanas CP With PET Core By 'Eastman Chemical Ca.' OR 090' Interlayer SentryGlas By 'Kuroroy America, Inc.' 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SILICONE F E SIUCONE GE 1200 i m GE 1200 DOW CORNING 899 DOW CORNING 899 DOW CORNING 995 r 1 DOW CORNING 995 \ all XL EDGE SPACER -ItII C I ST EDGE SPACER OTR. STEEL BY 'CARDINAL' / reg OOR STEEL BY 'CARDINAL' ■►_—a.: OURASEAL 80 'WAND(' a SUPER SPACER F3Y 'GUARD(' .Lrr--- OUR/SEAL BY 'GUARD(' OR 11JJ OR Q SUPER SPACER BY 'QUANEX' ® AT 1/4 POINTS ALL SIZES AT 1/4 POINTS ALL SIZES GLASS TYPE -'A1' 0.70' OVERALL INSUL. LAM. GLASS _ GLASS TYPE. '131' 0.70" OVERALL INSUL IAM. GLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', '31' k 'C1' MUST BE TEMPERED. s SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 O w PRODUCT REVISED as complying with the Florida Building Cods NOA–No. 15-0929.13 Expiration Data 09/22/2020 By XL EDGE SPAR • • • • Mtam ST. STEEL tOR ♦ 'CARDINAL' • • • • /• • • DURASEAL BY %M1EX'• • • • • OR l� • • SUPER SPActr, BY 'A1�'ter de Iod ct CoIt/bl AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cr 0.70' OVERALL INSUL LMA. GLASS • ••• •• • . --• • • •• •I4AYa w2 ••• . • 1•L I I1 AH 05 f d ST i OP 'oNAtL ,u ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • ••• • z 0 3 cl to a 0 to S 8 0 0 a 8 4 drawing n0. W10-18 IBY WOOD BUCK .14 TYPICAL ANCHORS SEE ELEV. FOR SPACING A 0 M " ¢E5GE ' • iEY WOOD BUCK IST. TYPiCAI ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS .-SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME 2 3/E' MIN. 2-3/a' MIN. om, WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. PRODUCT REVISED o complying with the Florida Building Coda NOA-No. 15-0929.13 Expiration Data 09122/2020 By Miami -13 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MIAMI -DARE COUNTY APPROVED I MULLION k MULLION ANCHORS 1 I SEE SEPARATE NOA I I EDGE DIST. 'I I TYPICAL ANCHORS SEE ELEV. -FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T IC NC S: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ECC a)37 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY $14 SMS OR SELF DRII I ING SCREWS (Fu=74 KSI, Fy-59 KS!) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.--1/8') INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS 50 = 0.55 MIN. oduct Control CONCRETE AT HEAD, SILL OR JAMBS t c - 3000 P51 MIN. C-90 HOLLOW/FILLED NORMAL WBGIfT BLOCK AT JAMBS f'm = 2000 PSI MIN. •• .:. • • • • • ••. WEEPHOLES' W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FRO: TtACH • END WITH PLASTIC COVER • • W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END• • • W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END • • •• • • i3• Y111i1 ,P''•I RNB@•� •• •• • ••• •• • • -• - • • •• • •... ;'11A1 t j 2U • 11 .7 • • •i$_ / 11lElll TTO (1y,u z .� 0 zg g Ci 00 �ao0 g2q COMP-ANL\W10-03CG1 a J a N 0 P c FAX. (305) 593-5592 03 n 0 v 2 8 8 A d g d A a 2 A ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 1 • • drawing no. W10-18 sheet 5 �f 11 I/4' U. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH FLANGE & FLANGE ADAPTOR FRAME VENT WIDTH VENT WIDTH 1/4' MAX. SHIMS FLANGE ADAPTOR FRAME Fl SCREENS OPTIONAL 2 WOOD B WOOD STRUCTUR K 1BY WOOD BUCKS XOX LAYOUT EXTERIOR D.L OPG. TYPICAL ANCHORS) SEE ELEV. FOR SPACING BUCK WIDTH MIAMI-DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH OALTERNATE SWEEP LOCK OPTIONAL TO SPRING LOCK I/4' MAX. TYPICAL ANCHORS SEE ELEV, FOR SPACING METAL STRUCTURE SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH BUCK WIDTH 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING - SCREENS OPTIONAL INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE A DAP TOjt'FAME% • • • • • • • •• • • II • • • • • •• ••• •• XO LAYOUT EXTERIOR D.L. OPG. PRODUCT REVISED as complying with th• Florida 1BY Building Coda W000 BUCKS NDA -No. 155-082.1, •• • • • • Expiration Daa• 09/2212020 • • • —s—• • • • By ••M' t j• R Miami- Product eldttrol • 1 4 1�NALil 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • drawing no. W10-18 sheet 6 of 11 IR WOOD RUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE E QUAL LEG FRAME ,EDGE TYPICAL. ANCHORS SEE ELEV. FOR SPACING r MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS I SEE SEPARATE NOA EDGE DIST. LL TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. \2 /e" MIN. ' n 2-3/8" MIN. 5 WHEN USED TME MIN. WOOD BUCK DEPIII SHALL BE Sr. THE USE OF DEEPER OR BEVELED W000BUCKS R PERMITIEO. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK MOTH TYPICAL ANCHORS SEE ELEV. FOR SPACING W 2 A 1BY WOOD BUCK TYPICAL ANCHORS -. SEE ELEV. • FOR SPACING 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • •• • • • • • • •• • •• ••• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.1.3 • • • • Explratlon Date 09/22120110 • - • By ••• • •• • • Miami • Product as g -I ; VAY i'L ••• • • • • • • • <� • • • • • •• •• 0592 {,'• • • 'Oka - • ATE Qp '� t?�`� AI+nnlilY • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • d awing no. W10-18 sheet 7 of 11 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI d 0 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING a WI 82 HOUSE WRAP NOT BY CGI W2 W3 BACKBED CAULKING 1YPICAL ANCHORS SEE ELEV. FOR SPACING a W000 STRUCTURE NOT BY CGI TYPICAL ANCHORS; SEE ELEV. FOR SPACING .I8 SMS (Fu - 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FIN FRAME HOUSE WRAP NOT BY CGI EXTERIOR •• ••• • • • • • •• • • • • • •• • • • • • ( ' • • • •, •.• ••%, PRODUCT REVISED as complying with the Florida BuNWln• Cods NOA-No. 15-0929.18 • Expiration Date 09/2212020 • By • MlamfD a Product Coned". ••• 5. • •• • • f I0 • • e. va d 6 o 2 •• Immo ••• • • • • ••• • • • 1 • • • • • • • • • ••• s • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • i .` •drowing no. W10-18 J wheel 8 .of 11 ITEM PART ET I CGI -100 QUANTITY DESCRIPTION - TUTRmTAI. wair./SUPPLL iaMmKS E2 CGI -113 - - FRAME JAMB 9 FIXED GLASS 6063-16 CGI EXTRUDER E3 CC1-102 -FRAME -MEETING -LOCK _FRAME SILL HEAD RAIL RAIL 6063-T6 6063-T8 6063-16 6063-T8 CGI EXTRUDER CCI EXTRUDER CCI EXTRUDER CGI EXTRUDER E4 CGI -103 E5 E6 CC1-104 CGI -105 E7 CGI -FANOLE RAIL 6063-76 CGI -106 -SASH RAIL EXTRUDER CGI EXTRUDER - CO E8 EO 001-107 CGI -106 -5/16' GLAZING BEAD 6063-76 6063-15 -0.700" GLAZING BEAD EXTRUDER C01 EXTRUOER CCI E10 011 CGI -109 CCI -110 -6063-15 _FROM FLANGE ADAPTOR 606.3-76 E12 CGI -135 - NAIL FIN ADAPTOR ' 6063-T6 EXTRUDER CGI -TF FRAME JAMB 0 FIXED CLASS 6063-16 EXTRUDER CGI EXTRUDER CCI E13 E14 CGI -136 CGI -139 -7F FRAME HEAD E15 001-140 -6063-76 TF FRAME JAMB 6063-16 EXTRUDER . E16 CCI -141 -1' MUNTIN 6063-T5 CGI EXTRUDER CGI -2.5' MULLION EXTRUDER CCI EXTRUDER CGI E17 E18 CCI -605 C0I-114 -606.3-T6 SCREEN FRAME 6063-15 019 C0I-115 - SILL SNAP IN 6063-T6 EXTRUDER C01 E20 CCI -116 -SILL FILLER EXTRUDER C0I E21 CCI _6063-T6 FRAME JAMB 6063-16 EXTRUDER E22 -117 CGI -138 - -h _110 LOCK RHL 6083-16 CCI EXTRUDER CCI EXTRUDER E23 CCI -109 -FROM - 3' 0 ANCHORS X 0.040' BEAD FRAME SILL FLANGE ADAPTOR GLAZING BULB L (DUROMETER 75-80 SHORE A) Mt- SCREW COWER (OPTIONAL) EQUAL LEG COWER/SHIM GE1200 SIUCONE DOW 995 DOW 899 SETTING BLOCK PROTECT° WRAP WATERPROOFING OR EOUN. 8063-76 6063-T6 PVC PVC PVC SILICONE _' SILICONE SILICONE FI'OM - CGI EXTRUDER CGI EXTRUDER - CE DOW DOW DURONL7ER 6035 SHORE A _ 61 CGI -362'/ M2 061-111 M3RS Cpl -112 M4 -0.700' 115 -0.700' X 0.040' BEAD 1.16 -0.700' X 0.040' BEAD M7 -2/ UTE M6 1.19 - 664 - M10CGI-126 -ROLLER TRACK PVC - M11 W23201NG 2 PER SASH ROLLER HOUSING NYLON L 1112 001-129 - PILE WITH CENTER FIN WOOL - ULTRAFAB 1.113 C01-1 312 1 PER SASHEGRESS LOCK . ALUM• OR MUM 1A14 361-81 PER SASH HANDLE RAIL END CAP NYLON SULLNAN M&M 11I5 -OPTIONAL PER SASH AMILIFT BLOCK NYLON M&M 1.1I6 CCI -134 _ RETICULATED FOAM 30 PPI - M17 A30730401-32 -JAMB PER SPACER PVC - PROTOTYPE MIS 001-1322PER .1 WD.CNA LOCK ZINC OR EQUIV. TRUTH M19 CGI -111 TM 2' SASH STOP PVC OR EQUIV. M20 CCI-1252PER 0 FR. HEADSCREW COVER PVC PROTOTYPE PROTOTYPE 622 -VARIES SASH SA5H CAM (B/1 BALANCE) NYLON M&M HI-FLO WEEP COVERS S2 - PVC AMESBURY OR EQUN S3 - 2 OR 3 PER CORNER / 10 X 1 1/4' LC. PHL PH. SMS. ST/S. ASSEMBLY SCREW - S4 1 1/4' EMBED. / 8 X 1 1/2' LG. PHL PH. SMS. FIN ANCHOR SCREW - - 55 - 4 PER W0. / B X 1/2' PH. 5M5. 5T/ST BALANCE BRACKET SCREW - 56 - 2 PER WD. 16 X 1' LG. EH. SMS. ST/ST. SPIRAL B. ASSEMBLY -- - S0 — - _ 16 X 1/2' LG. FH. SMS. 0 CCI -133 & CAM LOCK - -_ _ 59 - 4 06. RAIL / 10 X 4' LG. PHL. PH. 56S. 5T/5L ASSEMBLY MEETING RAIL - 2 PER ANTE.IF1 110 X 5/8' LG. PHL PH. SM S. ST/ST. ANTILIFT SCREW - - PRODUCT REVISED as complying with the Florida BUIIdln9 Coda NOA-No. 15-0929.13 •Expiration Data 09/22/2020 By • • • • • MI 9rodu.t Centro' • • • • • • • • • • • • • •• • • • • ••• • • • • 11 11 T/YV • 4. •• ••• •• •••• _ _ • • .. •' •• •• • • .. MAY 1 1•�j 1t••• ;•"•t �� TE 4 :.4V'~ `NAL I • •o• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O a U 1 O n u 0 5 0 .9 i 0 v q S 3 a 2 9 1 drawing no. W10-18 (sheet 9 of 1 1) 2.846 2.101 1.015 FLANGE FRAME HEAD 1.155 1.301 2.346 1.601 2.440-.1 1.301 1.155 1.015 I -- FLUSH FRAME HEAD FLANGE FRAME SILL 2.737 2,505 ,.065 TYP. 2.613 1.000 1+,991+ 3.237 FLANGE FRAME JAMB (MOVING) FLANGE FRAME JAMB (FIXED) FLUSH FRAME SILL 2.737 2.505 .991-- 2,737 FLUSH FRAME JAMB (MOVING) 2.505 1-- 1.015 '-Y --1,245 Et FLUSH FRAME JAMB (FIXED) 2.613 2.113 1.015 1.220 7 .065 TYP. -1.368--- .745 E4 MEETING RAIL 1.015 1.043 OO LOCK RAIL 1.788 1.015 .065 TYP. I 2.310 1.220 1.043' ALT. LOCK RAIL HANDLE RAIL SASH' RAIL NAIL FIN ADAPTER 1.496- 2.26�i 080i lyP. .550 L SILL FILLER E23 FLANGE ADAPTOR 1.255 180 Ee 5/16' GLAZING BEAD 8 FLUSH FRAME COVER .120-�j .70L..,,.050 tyP. -.II.864- ® 864E9 .700` GLAZING BEAD .080 M2 SCREW COVER •• •••'• • • • • •• • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0929.13 • • • - Expiration Oats 09122/20204 • • • • • Product Cortin• !• gAY 1 ft(u z mR ;8cgoff qa gg Q U N V q pT,�i iC ! 7x8 4/811 a 5 3 ONURN EOM vo °99999 o 5 r � n oc 0 5 5 5 s •9ti8XX8; 112 a u o � W�u 410 • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t drawing no. 1W10-18, (sheet 10 o1 11) VENT TOP/BOTTOM CORNFRS FRAME BOTTOM CORNER PRODUCT REVISED as eomplying with th• Florld• BUllding Cod• NOA-No. 1S-0929.13 • • • • Explratlon Dat• 09/22/2020 • • ' • • ▪ • • Mlaml-D roduct Control, • • TAYr •1 t 211 • •i ••• • • • • • •• • • •• • • • •• • • • • O. • • \� •• ••• •• • • z. obRr2 0 Paas • 12 to 4 3IS • co 0 0 5 in 0 ONFRR Win 0§2222 a g 8 c • 1(fi � .• Ori �/! ddrr"ing i�no. .,, ort.a - • I W 10-18 1j 11 111111 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (sheet 11 of 11 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, FL 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208' Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.¢ov/economy . . . .. . • . • SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of eem9trttction materials. Tile documentation submitted has been reviewed and accepted by Miami -Dade County RER-);r'txitret Conto1 a ion tb be used in Miami Dade County and other areas where allowed by the Authority Having JurlStltdtion (AF?J This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou i • Product Coxfrol< Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right. tQ have this • • product or material tested for quality assurance purposes. If this product or material fails to peform accepta..:. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revdigVitdify,,crr . suspend the use of such product or material within their jurisdiction. RER reserves.ihe:right te.ret•oke tie • •: acceptance, if it is determined' by Miami -Dade County Product Control Section that this product or mater 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, DESCRIPTION: Series "160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI NT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing D •, s", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepare. •y • -' • • : . .. :., . 1 1 — .0 s revised on AUG 05, 2015, Signed and sealed b Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the o Acceptance number and expiration date e County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: Pressure ratin: sin le and double doors i '& 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. 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 filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 13-0226.06 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY APPROVED NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 Page 1 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-0343 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E.• • B. TESTS (submitted under file #13-0226.06)• • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • •. 2) Uniform Static Air Pressure Test, Loading per FBCr�iS•20244• • 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 Pk, sill S-1.9n1y) . • 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 manufacturer's parts and section drawing marked -up drawingi o tl3minujn of t w/ • sidelites, by American test Lab of South Florida, Inc., Test Report No. ATJ,SF.1218.0I-12 •dated. • • 02/11/2013, signed and sealed by Henry Hatem, 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. • . . - 'fication calculations and structural analysis, complying epared by Al Farooq Corporation, dated 10/06/2014, 05 . revised on , 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CEREMCATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conforina e to FBC 2014 (5th Edition . .. etter of no financial interest, prepared by Al Farooq Corporatio , . • . i = , signed and sealed by Javad Ahmad, P.E. 1 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 ith FBC-2014 (5th E-1 1 6" MAX. HEAD/SILL CORNERS 37-1/4' DOOR FRAME WIDTH 3" 10 _ DOOR DIMS. •- l• / Q ` \o '2 ©- o � - -- a�lx z� — 1 - / \ \ •\ /_r:=__ 7- / __ II / II / __IL/ 11 I / ii 11, jil 1I,1y/ 11 ii II 11 - \ II \II 1 I1 \ 11 11 \ III I 86" 80 80 M//LOCK 2 6 2 ANCHORS TYPE 'A', 'B' OR 'C' AT STILE ENOS D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAM. or INSUL-LAY. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 37-1/4" 35" 86" 80 80 NOTE: VERIFY COMPLIANC ` NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 72' 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3' SEE CHART FOR QUANTITY 1 N So 1 N <b r, 23 1/2" D.L. OPG. TYPICAL ELEVATION ( XX ) 23 1/2" D.L. OPG. 4 ANCHORS SURFACE APPUED TYPE '8' FALSE HUNTINS AT STILE ENDS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAM. or INSUL-LAM. FRAME WIDTH \ / FRAME HEIGHT EXT.(4) / / / / / 1 I ' \ II \II \.1L _ -Nr- ii i\ 96' D.L OPG. 1 1 1 _ M//LOCK 2 6 / / O ! \ \ OPTIONS SEE SHEET 9-'\6 / \ '7. \ /./ \ \ \ \\ I\ -e C- 1 ===_R/ II ii / -==lFc/ 11/ =-L _ 1 /// II 1 II — ACTNE \...i .j�,j-4, 11 INA NE N So 1 N <b r, 23 1/2" D.L. OPG. TYPICAL ELEVATION ( XX ) 23 1/2" D.L. OPG. 4 ANCHORS SURFACE APPUED TYPE '8' FALSE HUNTINS AT STILE ENDS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAM. or INSUL-LAM. FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(4) INT.(-) 72" 35'_. 96' 80 80 RESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AN0 SILL DURING PERIODS OF HURRICANE WARNING. HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '6' 'C' I/4" 4 4 4 3/8" - 6 6 6 1/2' 7 7 - PRODOCf NEVIDED 8ry.IDb►twII rb Morro ms So /It-id/S-0LI. '1400 Hu5081-201b IYYr SERIES SENTINEL 160 .ALUMINUM OUTSWJNG DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USiD IN 6661:N OF ANCHORS INTO•WO:D Lite MATERIALS INCLUDING BUT NOT LZITED TO STEiL/MEMI/SCR•EW9•p1HRF CeMEUNIO CONTACT WITH OTHER DISSIMIUR•MATERIA 94 FMLL WEE, THE RrIblEMENT% OF CURRENT FLORIDA BLDG. CODE.* • • • • • •• ••• •• • • • •• DOOR D.L.O. 011,45 D.L.O. HEIGHT - FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr JAVAD AHMAD CML FLA PE a 70592 C.A.. 3538 ••• 2:15- • •• • • • • _ • • • • • • • • ••• •• • • • •• -J 8 1 0 1 0 rl 4 0 0 c a FAX. (305) 593-6592 8y 4 6 S 5 va S B Vg 0 • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 drawing no. W13-01 (sheet 1 0111 8" MAX. HEAD/SILL CORNERS 37-1/4" DOOR FRAME WIDTH 3" 2 ANCHORS TYPE A. 8' OR 'C' AT STILE ENDS D.L. OPG. "\-p U 2 ANCHORS TYPE '8' AT STILE ENDS • 72" 6' MAX HEAD/SILL CORNERS DOOR FRAME WIDTH 1 m — ANCHOR TYPE / O Sj �i `.1. ��{ • / ii / __i_l //I \ L Oy /1 / / \` /j 1l I I \ I I \ II II 11 1 \\\ m \o m o I. SEE SHEET 9-\ \ �• \ // \ \ \\ i I —e G- i 1 N ACTIVE 1,_,,,t I NE 4•azf Y ACTIVE . 2 ANCHORS TYPE A. 8' OR 'C' AT STILE ENDS D.L. OPG. "\-p U 2 ANCHORS TYPE '8' AT STILE ENDS • 72" 6' MAX HEAD/SILL CORNERS DOOR FRAME WIDTH 1 m — ANCHOR TYPE SHIM ��{ i� 1 t 1 'C' \ L 4 /1 / / / / / / / O 3/8" y \ id/ \ ri 11L_ —l1l-- I^ ii \ =___,_ J� \ II // it / V yyii // tt / ( II 8 D.L OPG. 1 I 1 1 1 I //LOCK OPTIONS SEE SHEET 9-\ \ �• \ // \ \ \\ i I —e G- i 1 8 • = 211 ACTIVE 1,_,,,t I NE -,t_. SEE CHART FOR QUANTITY t4 23 1/2" D.L OPG. 23 1/2" D.L OPG. 4 ANCHORS \ SURFACE APPLIED STYPE '8' FALSE MUNTINS AT STILE ENDS MAY RE USED TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX NOTE: SEE SHEET 1 FOR DOOR CAPACITIES HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' 'C' 1/4" 4 4 4 3/8" 6 8 6 1/2 7 7 - PRODUC C REVISED �1b ldw Cade 111,166 with Om FioH4 Meel•een Pio Ewa •• ••• • • • • • •• • • • • • •• ••• Enyn JAVAD AMMO CML F1.A. PE / 70582 C.A.N. 3538 • •• • • • •• • • • •• •• • • • • •• • • • • • • • • ' u �� 1 O n NNN /n Tx OoN a n 0 1 ^N 3 cNro O 1 n 032 _ 30 0_ ,n o .•- vi 0 •1 0 e S g 0 cc 0 • • • • •' • • • •• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .4 Qn ii 'drawing no. W13-01 (sheet 2 of 11 37 1/8" 8" MAX. HEAD/SILL CORNERS SIDELITE WIDTH 0 00▪ ) 2 0 0 G DESIGN LOAD CAPACITY - PSF SIDELTlE WIDTH INCHES SIDELITE FRAME HEIGHT INCHES STATIONARY PANEL (0) (SEE NOTE BELOW) EXT.(+) INT.(-) 24 1/4" 80.0 80.0 30 3/8" 80.0 80.0 33 84 .80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 42 65.6 68.6 24 80.0 80.0 30 80.0 80.0 33 90 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.8 73.8 24 80.0 80.0 30 80.0 80.0 33 98 80.0 80.0 36 80.0 80.0 37-1/8 77.6 77.8 0 31 1/8" D.L. OPG. TYPICAL ELEVATION (O ) 6" MAX. HEAD/SILL CORNERS 144" MAX. 36" SIDELITE WIDTH 72" DOOR FRAME WIDTH 36" SIOEUTE WIDT T 0 __- .. 0 LOCI< e' ONS • SEE 5ji� 9 C \ SEE CHART FOR QUANTITY BEAD ANCHORS AT ST LE & MULLION ENDS QUANTITY CHART ' ANCHOR TYPE SHIM 'A' 'B. 'C' 1/4" 4 4 4 3/8" 6 8 6 1/2" 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEETS 1 & 2 ====H==== N II I I II 31 1/8" D.l. OPG. SIDELITE OPTIONS 31 1/8" D.L. OPG. OPG. TYPICAL ELEVATION ( OXXO ) 4 ANCHORS TYPE 'B' AT STILE AND MULLION ENDS SIDELITE D.L.O. DIMS. •• D.L.O. HEIGHT - FRAME HEIGHT - 12.875" • D.L O. WIDTH = SIDELITE WIDTH - 6" STAND ALONESIDELRE IgLY • ¶1 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE 10 0R 01,110Y •• ••• •• • • • •• 8 SURFACE APPLIED FALSE MUNTINS MAY BE USED PRODUCI REVISED at heilIei l g wIIh IM Florida ode Aeeepte•ee No IM -10/3.:0 Ee/tiwlw Dole y i,' I `� I�n".�1. Meir! Derr rotted Castro! ••• • • • • • •• . Engr. JAVAD AHMAD ' CML FU. PE % 70592 CA . 3538 ••• 01) p5 • •• • • • • •'• •'• • • • • • • ••• •• • • '- • • • • •• • • e Z g a 0t v 00 tri O 040 .531E a20 COMP—ANL \W13-07CGI OUISYING D00R (LM.L/sJ1L) 8' f§ 3 S 5 R S c drawing no. W13-01 sheet 3 of 11) ••• • • 0 • ••4f • Y • • • • • • • • • • ••• • • • • • • • • • • • • • • J• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF WIDTH DOOR SIDEUTE SIDELITE TO 800E MULLION SID€UTE WIDTH LEAF WIDTH FRAME HEIGHT (SEE NOTE BELOW) INCHES INCHES INCHES EXT.(+) INT.(-) 24 \ / 80.0 80.0 30 \\ \ 80.0 80.0 33 35 84 80.0 80.0 38 \ / 80.0 80.0 37-1/8 / r 77.8 77.6 39 / 73.8 73.8 42 68.6 68.6 24 80.0 80.0 30 80.0 80.0 33 35 90 80.o 80.0 36 80.0 80.0 37-1/8 77.6 77.6 39 73.6 73.8 24 80.0 80.0 30 80.0 80.0 33 35 96 80.0 80.0 38 80.0 80.0 37-1/5 77.8 77.6 O LEAF WIDTH DOOR FRAME WIDTH SINGLE (X) 37" MAX. DOUBLE (XX) 72" MAX. SIDELITE TO DOOR INSTRUCTIONS. USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1. 2. SELECT LOWER OF SIDEUTE TO 0008 MULLION CAPACITY FROM TABLE ABOVE. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. • DOOR FRAME SIDEUTE F I WIDTH ! I` WIDTH xo ox SIDELITE WIDTH I DOOR FRAME WIDTH DOOR 000R DOOR FRAME , _ SIDELITE FRAME SIDEUTE FRAME , SIDEUTE WIDTH WIDTH WIDTH / / ' / !i / (/ \ \ \ o- / /V ,o - ,/5 , o-- \\ %\\' \ \ . O //\ \ / \ \ \\ \ // r N1 . xo ox SIDELITE WIDTH I DOOR FRAME WIDTH DOOR 000R DOOR FRAME , _ SIDELITE FRAME SIDEUTE FRAME , SIDEUTE WIDTH WIDTH WIDTH :/ o\ / ' / !i / (/ \ \ \ o-/ j 0 r\Q , MULLION .% U DOOR 51ILE END ANCHORS l END ANCHORS SEE SHEET 3 SEE SHEET 1 (080) • SIDEUTE WIDTH ' WIDTH WIDTH / \ aJ 0 0 \ \ /®cQ- \\ %\\' .\ \ . O //\ \ / \ \\ \ // / \ I \ / \ / \ , r / r T) , \ / MULLION .% U DOOR 51ILE END ANCHORS l END ANCHORS SEE SHEET 3 SEE SHEET 1 (080) • SIDEUTE WIDTH ' WIDTH WIDTH (� l ( aJ / / \ \ /5. \\ %\\' .\ \ . O \ / \ / \ / \ I / \ \ / r 4, , r 7 , r DOOR FRAME (Xox ) SIDEUTE WIDTH WIDTH WIDTH / \ - @/,(0 \\ %\\' o" ---'/i%;6 \ / \. / \• / \ / r I r r T) , ( OXXO ) •• ••• • • • • • • • • • • • • • • • •• ••• •• • • ••• • _ • • • • • • 00 ••• • •• • •• • • PROW FREVIS!!D "441414.1i48 with IIw F7urida de Ample/we y shorAti4, W4_154244 MiIr•Dorr IaduaCaw NOTE: •GUESS CAPACITIES ON THIS SHEET ARE *BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION • • •(JCLAI ATORY STATEMENT DCA05-DEC-219 • • • • • • Engr. JAVAD ANMAO CML FLA. PE 1 70562 CAN 3636 •• •• • • • Vin•. 0 0. U dEE Ei 2 P Ow race L- N 0 NM,o o3M• Zz�• C7 . M Oma o.- a 0 0 u .1 S 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • Browing no. W13-01 sheet 4 of 11 3/16" ANN. GLASS .075" Soflex CP With PET Care — 6y 'Eastman Chem!col Co: .090" Soflex Clear Md Color Gloss — By 'Eastman Chemical Co.' Kuroroy SentryGlas By 'Kuroroy Americo. Inc.' .090" Kuroroy Bulacite PVB By 'Kuroroy Americo, Inc.' 3/16" ANN. GLASS SILICONE DOW CORNING 995 DOW CORNING 899 GE -1200 INTERLAYERS- / 3/16" HEAT STREN'D GLASS INTERLAYERS- 3/18" TEMPERED GLASS 3/8" AIR SPACE 3/18" ANNEALED GLASS — .075" Saflex CP With PET Core _ .075" Soflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Saliex Clear And Color Glass — By 'Eastman Chemical Co.' _ .090" Kuroroy SentryGlas By 'Kuraray Americo, Inc.' _ .090" Kuraroy Butacite PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 095 DOW CORNING B99 GE -1200 0 AT 1 4 POINTS m AT 1/4 POINTS 7/16" LAM. GLASS 7/16" LAM. GLASS GLAZING OPTIONS • • z INTERIAYERS- .090" Soflex Clear Md Color Gloss — By 'Eastman Chemical Co.' _ .090" Kuroroy SentryGlos By 'Kuroroy Americo, Inc.' .090" Kuraray Bulacite PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS DONE PRODUC r REVISED DOWOWCORNING 995 DOW CORNING 899 °°P10$milk ts,e Fled& GE -1200 boldly Cob Aseeptsett. No - 0/ SOV Elms 1S Dale 2470/�e \ 4t— ,LLt \ � u1 Caew 1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR / DURASEAL BY 'QUANEX' / OR i SUPER SPACER BY 'QUANEX' 0 zzr g Ri 1010g L ce Obi ' D CQ! 8 gorafl Q [1 AT 1/4 POINTS 1" OVERALL INSUL. LAM. GLASS •• ••• • • • • • •• • • • •• ••• •• • • • • • •• • ••• •• • •- • • • • • • • • • • •• • • • • • • • ••• • • • 0 oa u 1a 5 a N 8 0 • •• • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • drawing no. W13-01 sheet 5 of 11 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING r rs l®J ' CONC 1•ETE• •T' : . ' v^ EDGE DIST. 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 18Y WOOD BUCK SEE • OTE SHEET 1 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2. N 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .•�,.. _M ANrT�• SEE ELEV. FOR SPACING TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO MIN LENGTH = 2-3/4" .177 KSI, Fy.155 KSI) R WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'— 1 /4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) LSe EDGE DIST. U''`rn 4111111.401 J TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • WOOD AT HEAD OR JAMBS SO - 0.55 MIN• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • •• CONCRETE AT HEAD, SILL OR JAMBS f'c = 3900 PSI•MIIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS ftp :6209,40:1 ADN, • ANCHORS MAY BE HEX OR FLAT HEAD. • • • • • •• SEALANTS: _ • • • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALEE WITH • • • • GE SCS2000 SILICONE SEALANT. • • • •• ••. • • • • • • • DOOR DETAILS METAL • STRUCTURE 1I MIAMI—DADE COUNTY APPROVED I1 11 CLIPPED MULLION 11 1 SEE SEPARATE NOA 11 I L Emir: JAVAO AHMAD C L FIA PENq70502 ••• ell. '528 • • • • • • 5 201` TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING ►RODUC F REVISED as balk�C•ieliss wI4 Ow ,P1OJW AteepWte N. I5'40/S:o 'ar-aYw Due sti.,1. Lw .PrstiedCastro* 0 0 u FAX. (305) 593-6592 8 drawing no. W13-01 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 6 01 11 3/8" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE LEAF METAL STRUCTURE 3/8" MAX. • SHIM CONCRETE •' OR'' MASONRY TYPICAL ANCHORS •. SEE ELEV.; FOR SPACINj3 ® 3/8" MAX. SHIM D.L. OPG. LEAF WIDTH DOOR FRAME WIDTH EXTERIOR TRY WOOD BUCK SEE NOTE SHEET 1 I ` • TYPICAL ANCHORS SEE ELEV. FOR SPACING .o 3 POINT LOCK `WITH DEAD BOLT SEE SHEET 9 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 FLUSH BOLT PRODUCE REVISER as amply* wll► tlw Florida Minima ono/%•oY 6yirHlr Det, -I l II, M►al 1bde Pisded Costal 3/8" MAX. SHIM 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 ACTIVE LEAF INACTIVE LEAF D.L OPG. LEAF WIDTH EXTERIOR DOOR FRAME WIDTH D.L. OPG. LEAF WIDTH •• ••• • • • • • • • • • •• ••• • ••• • -• • • • • • •• .•. • • • •• • • •• • • • •• •• • • • • •• • • • • • • Engr: JAVAD AHMAD CML FLA. PE / 70592 CAN 353E •••_ • 062011 TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 a cri FAX. (305) 593-6592 0 i u u b 4 8 0 8 •cols 3/8' - 1' drawing no. W13-01 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 7 of 11 (sheet 8 01 11) �EOGE'DIST.r ► CONCRETE . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCREt2.:. l 5 4D ,1 •• CONCRETE. • a EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/8' AWL.. SHIM, CONCRETE • OR'"•'.: MASONRY.' E m MATING JAMB FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 & 2 FRAME WIDTH DOOR FRAME WIDTH 37' MAX. SINGLE (X) 72' MAX. DOUBLE (XX) TYPICAL ANCHORS 4' LONG SEE ELEV. FOR SPACING APPLY SEALANT BEFORE MATING NOTE: LIMIT SHIM TO METAL STRUCTUREIT riS Zo 3v8« ; • • • • • •• • • • • • • ••• • • • • • • • ••• •• • • • • •• • • • • • SIDELIT$ DEIIAILS 10y„u z PRODUCI' REVISED as Y•IdYs teapots rith tle pbr{y Aete temeN• / 0/j.-0it EAtelrettea L...w Wain,* ret Cr 0 z N \ b M Q Ow cloY N $ 0 . N1 M d z3 Zz$ � 3g -R Vo p u CI 0 D 8 ••• • • • • ••• • • • Ci • • • • • • • • 6 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • oc R u drawing no. W13-01 BILL OF vATERIALS 11E14 1 PART No. DESCRIPTI124 MATERIAL RAMC REMARKS 1 CGI -119 FRIUE HEAD AND SILL 6063-16 CG1 EXTRUDER USE1 BY ALL OPTIONS 2 CGI -190 FRMS JAW 6063-16 CGI EXTRUDER USED IY ALL OPTIONS 3 CGI -196 SIKLITE HEAD AND SILL 6063-T6 C6) EXTRUDER 3 PER CIRNER 4 CGI -197 F121 STANDING SIDELITE JAMB 6063-16 CGI EXTRUDER 07/112611. 5 C01-190 MATING SIDELITE JAW 6063-16 CGI EXTRUDER 25 6 501-193 PANEL TOP AND BOTTIRI RAR 6063-16 C61 EXTRUDER TYAr�1Fp W�7�8 �j127-21x1/21BU ) 7 551-194 PANEL VERTICAL STILE 6063-76 CGI EXTRUDER MGR 9 CGI -199 SHEAR 10110 6063-76 CG1 EXTRUDER OPTIONAL 12 C6I-191 FRAME HEAD AND SILL CREW COVER 6063-15 C61 EXTRUDER GLAZING DEAD 8UL8 13 CGI -192 FRAME HEAD AND SILL SLANTED SCREW COVER 6063-15 CGI EXTRUDER 14 CGT -121 7/16' GLASS GLAZING BEAD 6063-15 COI EXTRUDER OPTIONAL 14A CGI -123 I' (LASS GLAZING DEAD 6063-15 CGI EXTRUDER 15 CGI -2114 SHEAR 1LOCM PLATE 6063-76 CGI EXTRUDER 16 CGI -195 ASTRAGAL 6063-15 CGI EXTIUOER ' 17 CGI -SIB SCREV COVER 6063-15 CGI EXTRUDER KING HARDWARE ITEM 1 PART No. DESCRIPTIO( MATERIAL MANIC REMARKS 18 C61 -45111L 3 POINT LOCK ASSEMBLY (ACTIVE LEAF) XC -1947 C61-CUSTO1 USE1 BY ALL OPTIONS 19 501-1201 111.05111011 ASSEMBLY (INACTIVE LEAF) M6 CR -CASTOR USED IY ALL OPTIONS IPTID(1 5455 PASS ACTIVE LEVER (ACTIVE LEAF) 23 1ALDVIN 3 PER CIRNER .187 x .320 WEATHERSTRIP PIIS V/ CENTER 5111 5455 50 DUMP LEVER (INACTIVE LEAF) IALDVIN 07/112611. V3332111 1231 OEAIILLT (ACTIVE LEM) U-TRAF01 OR EOLIIV IALDVIN 25 OPTION 2 .1061 11EAD1011 (ACTIVE LEAF) All/INUIT DEXTER 8Y SCIL TYAr�1Fp W�7�8 �j127-21x1/21BU ) 25A .110 100605 ACTIVE NEVER (ACTIVE LEAF) HOME (4 1/2' X 4') DEXTER 11 SCH. MGR V - �I NO 01605 ANN LEVER (INACTIVE LEAF) A1800-US3 TEXTER 111 SCH. OPTIONAL OPTION 3 012410 IEADIO.T (ACTIVE LEAF) 114 COPPER CREEK GLAZING DEAD 8UL8 VINYL 112221 ACTIVE LEVER (ACTIVE LEAF) 27 COPPER CREEK 3/8'-16 FULLY THREADED ROD - SECURED WITH 3/8' HEX HNT 112290 DUMP LEVER (INACTIVE LEAF) COPPER CREEK OPTIONAL ITEM 1 PMT No. KSCRIPTIII( DESCRIPTION MATERIAL REMARKS 18 2l 1 14 X 3/4' REX HEAD TEKS - 1BILLION ATTACNENT XC -1947 FRAIL GASKET MAN 19 1 6 X I/2' PM HEAD SNS - ASTRAGAL ATTACHHEHT M6 32084 12' 511 ENDS 20 AHES8U01 OR EOUIV 1 ID X 1 1/4' PH SMS - ASSEMILY 23 25 3 PER CIRNER MISCELLANEOUS ITEM M CODE PMT No DESCRIPTION MATERIAL AAMF, REMARKS 2l (111 XC -1947 FRAIL GASKET MAN MES8URY W EOUIV 22 M6 32084 .350 51111 GASKET 50A21 AHES8U01 OR EOUIV 23 25 *3332111 .187 x .320 WEATHERSTRIP PIIS V/ CENTER 5111 VEIL LLTRAFAI DR EOUIV 24 108 V3332111 .187 X 3100 HIGH PILE V'STRIPPING *1001. V/ FIN U-TRAF01 OR EOLIIV 25 N9 CH -108-1 HINGE (4 1/2' X 4') All/INUIT CGI -C111111 TYAr�1Fp W�7�8 �j127-21x1/21BU ) 25A NM A1800 -0032D HOME (4 1/2' X 4') 86611 MGR V - �I 258 1(11 A1800-US3 HINGE (4 1/2' X 4') S/S HAGER fig) 0 - 4nI/?V•n )I 1 � 26 114 CGI -382V GLAZING DEAD 8UL8 VINYL CGI-CUS111N 27 117 3/8'-16 FULLY THREADED ROD - SECURED WITH 3/8' HEX HNT Z11(C PLATED 28 - SETTING 1LOCK (2 PER LITE) EP1M DUROMETER 80/5 SHORE A NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED •• ••• • •• • • • • •• ••o • • • • • •• • • • • •al• Engr: JAVAD AHWAD CML FIA. PE J 70592 C.A.N. 3538 • ••• •• • • • • • • • • •• • • • • • •• • • • • ••• • • • •• ••• • /.1 015 ••/r • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PRODUC I' REVISED h2•Cod* M Ike Florida Ae4eplyK No —Q .Uli Pilpdn111. Dile Mull hp* Cw•4d u, z • E 9 ma0. Oti V u V G 0148 oetiRi <W61-64amig ari 108 sPRN :R8� uL�92 yr 0 a R 8 8 0 a .p0 drawing no. W13-01 sheet 9 of 11 CCI CUSTOM 3 -POINT LOCK t/2• 17.:111.1111 Bait Housing F1O hbdt Flushbdl Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 00 s 3/4" PH 915 Flushbolts (Inactive Panel) Top & Bottom PH MS PRODUC r REVISED r amply with Doe nark MIilog Cook . AeeepteeceNe / /-Jo/ r.1' 6spketlee Dela SS I t01 Mead Ire��et Corr r • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• Eng: 3AVAD AHMAD CML F1.4. PE if 7� 92 1 ••SA.N. 53 •• e ••• ••• e • • • • • • •— •-, • • • • • • • Y • • • • • •• • •• •• ••• o;�st3• e • • feluu a. a ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 41 C O •�i O f c 9 ry • 9 • drowing no. W13-01 (sheet 9.10f 11 O DOOR FRAME HEAD/SILL `062 - - 1.625 1.587 12 FRAME COVER 3.825 �-2.458-• 6.438 x-.075 L1.755-<- 1 1.625 SIDELITE TOP & BOTTOM FRAME 1.587 1.625 .062 13 SILL COVER 1.788- 4.495 1. 5.500 1.410 I -- TOP & BOTTOM RAIL .465 .075 1.063 t7 SIDELITE JAMB COVER 5.500 x.080 1.828 } 4.495 F -T40 0 HINGE & LOCK STILE :261 070 ru .85 r .2 } } 1.060 0 16 ASTRAGAL ADAPTER .135 .625 4 - 1.622 SHEAR BLOCK SHEAR BLOCK PLATE 0 DOOR FRAME JAMB �-2.000+1 1.462 .090+ 00 075 1.465 4.000 .070 420 0 SIDEUTE FRAME JAMB .120 4. 05 1.465 0 SIDELITE MATING JAMB .675 .995 .050 1.184 Ii - GLASS STOP (LAM. GLASS) 995 .050 1.184 14 GLASS STOP (INSUL. LAM. GLASS) • • >`RODUC P REVISED bu44.d. lw m„w, 84r0y 1V►aul Did, regret Cyy V •• •••• •• •• •• •• •• ••• • • • • • • • • •• ••• •• • • • •• • 6887 JAVA/ AMMO CML FLA. PE 70592 C.A.N. 3e • •• •• • • • ► •• • ••• ••• 0 • • • 0 • • - •- • • • • • • • •• •• • • • [u] ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • •• •• • • • •• •• ••• • • • ••• • • (12 o • =N Ep 0 C � $ O .3csqM n 3 0 FAX (305) 593-6592 n Vi 0 0 m cc A 0 2 drawing no. W13-01 (sheet '10 of 1 1 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS04.1 c 1 0 HOLE CAP----^� MATING JAMB FASTENERS SEE SHEET B FOR DETAIL ACCESS HOLE .70 DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER SIDELITE JAMB CORN R TOP & BOTTOM ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE MATING JAMB CORNER TOP & BOTTOM •• •••• •• •• • •• • • • • •• • • • i19r: JAYS! %I1MAO. • CML FIA. PE / 7592 CAN. 3 • • • •• •• • ••• ••• • _••' • ."• • •• • • • • • �t��•U 1 • • • • • • • •• • • • • •• •• ••• • • • • - 0 gt Igo 81 a [Mg! COMP -ANL\W13-01CG1 FAX. (305) 593-6592 soRP ua N?? b 8 g 2 z D O r V 1 s C u 3e MR drawing no. W13-01 (sheet 11 of 11) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• ••• • • •• •• 11 /2/2017 PLOfll A CIA•ARTNIENT QF ro essional Regulation r OFFICE OF.THE %SECRETARY Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats & Facts I Publications I FBC Staff 1 BCIS Site Map Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • •• • • • • • • • •••• • • •••• • •• • • • •••• • • • t• • • ••• • • • • • • •• • • • • • • •• • •• Evaluation Report from a Florida Registered Architect or'a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. ✓: Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 httios://floridabuildinq.orq/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCqp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 1/4 1V2/2017 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Florida Building Code Online G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R5 Equiv Equivalency Of Standards.pdf Method 1 Option D 04/24/2015 04/26/2015 04/29/2015 06/23/2015 08/13/2017 • • • • • •• • • •••• • • ••• • • • •• •• • • • • • • • • • •• • t 2005 1994 • • • E• • • •••• • • •••• • •• • • • •••• • • • • ••• • • • •• • • • • FE'#� Model, Number or Name a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door Description 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval15210.1.pdf Created by Independent Third Party: Yes 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.2.odf Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 RS AE Eval 15210.2.pdf Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval15210.3.pdf Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210,4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210,4.pdf Created by Independent Third Party: Yes 15210,5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or X0; OXO - Confiqurations) 11/2/2017 Florida Building Code Online Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.5.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.5.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or•Ilithout Sidelites - Inswing/Outswing ((X; O�CXO - Co$fgurations) • • • • ••4• • • Limits of Use Approved for use in HVHZ: Yes Installation Instructions • ••' FL15210 R5 II Inst 15210.6.ppdf •• • Approved for use outside HVHZ: Yes Impact Resistant: Yes P Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any Verified By: Lyndon F. Schmid�,•Ff ��43409 • • •••• Created by Independent Third�9rtq. Yes • • • • • Evaluation Reports •••• • •• •• •• FL15210 R5 AE Eval 15210.6.44••• • •••• a additional use limitations, installation instructions and product particulars. Created by Independent Third PirtY:•Yes •.;.•• ••• • • • •. 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door •.1 8'0 "Impact" Glazed Fiberglass Single Door - Osts? (X - • Configuration) • • ' ••1 • • •' • • ••• • • • • Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.7.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.7.odf additional use limitations installation instructions and product particulars. Created by Independent Third Party: Yes , 15210,8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series OSidelites Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or - Outswing (OX or X0; OXO - Configurations) r Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.8.odf I Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.8.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.9.0df Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.9.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) i Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.10.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A. Other: See INST 15210.10 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes I Evaluation Reports I FL15210 R5 AE Eval 15210.10.odf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes I 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.11.odf r Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes ' • • • • • ••• • ••• •• ••• • • • ••• • ••• l � 1'1/2/2017 Florida Building Code Online Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Evaluation Reports FL15210 R5 AE Eval15210.11.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: !Check Credit Card Safe sccuritvolErlcics. •• • • •• • ••• • •• • •• ••• • • • ••• • ••• • 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved Installation Instructions FL15210 R5 II Inst 15210.12.pdf for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A• Other: See INST 15210.12 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 • • Created by Independent Third Pa • Partys.. Yes Evaluation Reports • • • • • • • FL15210 R5 AE Eval 15210.12. f ••• additional use limitations, installation instructions and product particulars. • Created by Independent Thirds arty: Yes •• • • ow . •••• • 15210.13 m. Smooth/Wood• Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door • • • • • 8'0 "Impact" Opaque Fiberglass SRlt12 Door wit�i Surface Bolus • - Outswing (X - Configuration) • • • • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved Installation Instructions • FL15210 R5 II Inst 15210.13i• pdf • • ••• • •' for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt• P.E. ¢3409 • • Created by Independent Third party! Y:s ••• • • •41 Evaluation Reports • • • • FL15210 R5 AE Eval 15210.13.pdf • additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX - Configuration) E Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.14.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.14.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERTT" an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved Installation Instructions FL15210 R5 II Inst 15210.15.pdf for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any I Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.15.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: !Check Credit Card Safe sccuritvolErlcics. •• • • •• • ••• • •• • •• ••• • • • ••• • ••• • R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence • • • • • •• • • • • • • • • • ••,• •••• • • • • •••• •••• • • •• •• • • • • • • • • • • • • • •••• I • • • • .. •••• • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 April 1, 2015 \Admin Docs\FBC Templates\Certificate of Independence.doc Sheet 1 of 1 • • R R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 April 23, 2015 To Whom It May Concern: FL -15210 Equivalency of Standards • • • • • •• • 1• • •• • G•• • • • • • • • •••• • • ••. • • • •. • • • • • • • • • • •• • •••• • • •••• • •• • • • • • ••• • .• 1 ' ASTM D 635-98 Equivalent to ASTM D 635-06 1 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-98 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 5'11 Edition (2014) Florida Building Code. I ASTM E 84-05 Equivalent to ASTM E 84-09 } The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM E 84-05 is k equivalent to ASTM E 84-09, which is the reference standard and year that has been adopted by the 5'h Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 5'h Edition (2014) Florida Building Code. Lyndon F. Schmidt, P.E. FL No. 43409 CA No. 9813 c'. 0 r ::.G9 , 0 t0 ' 4 1,• ria+ 0 00 0.0 00 0 0 0.0 ; ' 4,=b a ;Ji '`a • • • ro. Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed \C - Drawings\FL-15210 (2014)\FL-15210.1-6.dwg, FL -15210.1 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEETS DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross section 4 Vertical cross sections 5 3 -point lock details 6 3 -point lock details 7 Buck and frame anchoring 8 Components 9 Bit of materials 37.50" MAX. OVERALL FRAME WIDTH i / / \ X / / \ / \ \ / / \ 0 S WING =FRAME DIMENSION DESIdN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 37.50" x 82.00" +75.0 -75.0 • N00%111(111/A,,,,, CJS Zo o� am U 0 PART OR ASSEMBLY: UPDATE TO 5TH ED. (2014) FBC • • • • • • • • • • • • • •� N ▪ 0 0 rn CCCC z • •• O 6 • z •. .•. .. •• • • •• • i • DATE: 02 16/ 2 2 srALE: N.T.S 5 DWG. BY: JK m • • • • CHI(en• LFS• - • • • • DRAWNoUIo.. • 55 • • • • FL—••152101 • a • • • SHEET • OF J N ... •. • . ••. • •• • • • • • • ••••••••• • • • • • • • • • • • •• •• • • • •• •• ••• • . • 000 • • 0.4" CAP (PVC) 35.75' MAX O.A. WIDTH HINGE STILE (LVL) 0 HORIZONTAL CROSS SECTION 2 Ij cr 0 0 0 s 0") Lo 1� 11 1 1` SEE HARDWARE TABLE 0DOOR PANEL 40 Plastpro Fiberglass SEE HARDWARE TABLE LATCH STILE (LVL) CAP (PVC) HARDWARE TABLE:: MANUFACTURER. ';:MAX: DESIGN.. PRESSURE (PSFj;ti KWIKSET KNOB: DEADBOLT: SIGNATURE SERIES SIGNATURE SERIES (980) ± 75 SCHLAGE KNOB: DEADBOLT: "F' SERIES (F51) "8" SERIES (860/62) ± 75 PAMEX LEVER: FLSB SERIES DEADBOLT: FD7 SERIES ± 75 HOPPE MULTI -POINT LOCK: 3 -POINT TONGUE ± 50 W MULTI -POINT LOCK: TRILENNIUM "3000" SERIES ± 75 See sheets 5 and 6 for multi -point lock details. TOP RAIL (COMP.) INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.125" MIN. THK.)—\` EXTERIOR 0 0 00 r m 0 0 a PART OR ASSEMBLY: DOOR PANEL DETAILS )- 0 rn • • • • •, • • • • BOTTOM RAIL• iY • • • • (COMP.) '. '.r-::� • • •• • • • • DATE 02/16/ 2 se. r. N. T.S DWG. BY: JK m' ED S•VERTICAL C$OtCTIOp1 • •CHK. Bf: • • • ••• •LFS • ••• • • - • • • •DRAWING NS: • ll • •• •• • • • • • .L-1t2,10.10•a SHEET 2• OF 9 • N • g ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 (2014)\FL-15210.1-6.dwg, 3.1 R:\Clients \Plastpro, Inc PERMANEM\Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact 0.15' — i I-- C'SINK (TYP.) O INTERIORO°" fir! O INTERIOR 1 ,'. I EXTERIOR Ali io 'No o DWG. By: JK 1 HORIZONTAL CROSS SECTION ()HORIZONTAL CROSS S©TION • '• • •• �H%. • •LFs • • 1-1 /4" MIN.OOutsw ng shown - insw ng Ouhwing shown -inswing • • ° • • • !RAW He Ho.! • EMB. (TYP.) also approved also approved • • • • • • • i : F -15j y0.1 0 0 ©o 0 INTERIOR 0 e EXTERIOR A NM 0 0 HORIZONTAL CROSS SECTION 3 Shown w/ 1X sub -buck 1-1/4" MIN. EMB. (TYP.) 0.15' C'SINK (TYP.) 00 ii4f EXTERIOR 1-1/4"MIN. EMB. (TYP.) a •..6.6 • • • • ••••. c° 8 z 0gJ 00 0 ce m z o 0 N cc � ti 0 a 4, • .. 5110 • • • • •-1_I ••' '• GATE: 02/1 SCALE: N.T.S ••• • • • • • • SHEET 3 OF 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 a . 0 0 N 5210.1-6.dwg, 4.1 nts\Plastpro, Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glared\C - Drawings \FL -15210 a 4 , A EXTERIOR INTERIOR INTERIOR O VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck 1 VERTICAL CROSS SECTION 4 Outswing shown - Inswing also approved EXTERIOR INTERIOR EDVERTICAL CROSS SECTION Outswing confirguration 55 VERTICAL CROSS SECTION Q Shown w/ ADA threshold EXTERIOR 0 Vf a OPIARIP INTERIOR 0 0 r O a VERTICAL CROSS SECTIONS U 0 n Z W 0 N F2 a. 55 • • • • • •obi • •n 0 �• •• . • ••Z • DATE. 02/16/12 SCALE: N.T.S. EDVERTICAL CROSS SECTION. • • • • • • 0w0. BY • • 61K • • Inswing configuration • • • • •CHK. By: • LFS • •• • • •• • •• • .°��"C N0. • • • •• • • • • FL -192'0.1• ••• • • ' • SHEET 4 0r 9 0 0 • • • •N 0 N ••• • • • • ••• • • • • 1 • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • MANUAL RAISED TONGUE GEAR SYSTEM 22 HOPPE MULTI -POINT LOCKSET 3 -Point 'Tongue" 23 MULTI -POINT STRIKE PLATE O 2525 LATCH AND DEADBOLTSTRIKE PLATE Tongue system 2X BUCK 1X BUCK 2X BUCK IX BUCK 2X BUCK IX BUCK U O 0 3-POINT LOCK DETAILS -, m UPDATE TO 5TH ED. (2014) FBC N STRIKE,01:1t foe, • • • • •�iu s • • or, • • • • • z DATE: 02/1 6/ 2 SCALE N.T.S. z 0 Cri • ••• •• •DWG. BY: ••1K •• •• • • • • :MK. BY: :LES_i • • • • • • 'PAWING NO.• • •i• • •• ••• FL -152x0.1 • SHEET 5 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • W & F Trilennium 3000 SERIES — 3 pt. Lock 2X BUCK 1X BUCK Tn Q • • • • • • • • • • •• • • • ••• •• • • • •• STRIKJIA1v CIA AIL• • • • • • • • • • • • • • • •- • • • • • • • • • • • •• • • • • •• •• ••• • • • • • 0; O O O 0_co cc o_ m 0 0 a PART OR ASSEMBLY: 3 -POINT LOCK DETAILS U m v O h \ F n � 0 Z DATE: 02/16/ 2 SCALE N.T.S DWG. BY: JK CHK. Dr: LFS DRAWING NO.: FL -15210.1 SHEET 6 OF 9 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX ON CENTER" dimension am not exceeded 3. Concrete anchor table: ANCHOR 1YPE ANCHOR SIZE `` MIN EM88DMENT? MIN CLEARANCE TO MASONRY MIN CtEARANCE TOADJACENF:. rtw 0 TAPCON 1/4" 1-1/4" 3" __ a 4" 1-1/4" Irv'® TAPCON 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance. 1" end distance, a 1" o.c. spacing of wood screws to prevent the splitting of wood. 1' in STRIKE JAMB SEE HINGE DETAIL (TIP.) MASONRY OPENING (TYP.) FRAME 2X BUCK 2X BUCK 1X BUCK TYP. HEAD & JAMBS ADA SILL ONLY 2X BUCK 1X BUCK FRAME ANCHORING Masonry construction 1X BUCK 2X BUCK 2X BUCK X BUCK LATCH & DEADBOLT DETAIL 1X BUCK 2X BUCK krq OJOI, +� j X SUCK • • • ev-- • •2X9•UCI• C"4:41r-,7• ��O s • • • •• • •• • I T En HINGE JAMB 1111111III ItIN� • ••• HINGE DETAIN • Inswing • • • • •• ••• • • HINGE'ETAIL • • • ••• • • OLitsyrir�g •• • . 0 a BUCK AND FRAME ANCHORING v 0 N. d w u, h 0) °aw Z DATE 02/16/ 2 SCALE: N.T.S DWG. By: JK CHIC ar: LFS DRAWING NO.: FL -15210.1 SHEET 7 OF 9 •• • • • • • ••• ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • OUTSWING THRESHOLD 30 DLP (QOSR) 3OUTSWING THRESHOLD 2 DIP (COSH) 5.62' i r;I tr 33 OUTSWING THRESHOLD Endura (Z -Series) 5.625' tri)INSWING THRESHOLD Endura (Z -Series) 1 11 (23')OUTSWING THRESHOLD Columbia High Dam (581) (a?)OUTSWING THRESHOLD Columbia (575) raj,), INSWING THRESHOLD Columbia 4.56" INSWING THRESHOLD 3% DIP (LSCS) - - 0.57 OWEATHERSTRIP Endura Force 5 L 4.56" r 2.44" 1 2.13" OPOLY FIBER JAMB Plastpro 4.56" I-- 2.36" 22' OWOOD JAMB PE650 O O a 2.088" - 0 ODOOR BOTTOM SWEEP COMPONENTS TO 5TH ED. (2014) MC in 1'2- 4.5e 4.56" •,• ; n o • • • ^ O z ••. . . • • • DATE: 02/16/ 2 SCALE: N.T.S. DWG. BY: UK DLP • ••• •• • ••• ••• • •. . • CNK. BY: LFS • • • • • • J..- •— • DRAWING NO.: • • • • • •• • • • • 29 ADA THRESHOLD • • • • FL -15210.1 ••• • • • • • SHEET 8 OF 9 z 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 0 Z 0 ED K DI 0 0 BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL A IXBUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1/T PFH WOOD SCREW STEEL M #8 X 1-1/2" PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT 'TONGUE" MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10X 1-1/2" PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• 0 a 0 I DATE: 02/16/ 2 SCALE: N.T.S DWG. BY: JK • ••• •• • ••• ••• • • • • • • • cHK. BY: LFS • • • • • • - ' • — • ` - DRAWING NO.: - • • • • • •• • • • • •• •• FL -15210.1 ••• • • • • • SHEET 9 OF 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • zz z 0 z [0] 0 0 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Bos 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report • • Report No.: FL -15210.1 Datc:c. AprL 3; 7015 T Product Category Sub Category Manufacturer "•' ' Prod jyjne • , • • II • Exterior Doors Swinging Exterior Door Assemblies Plastpro, Inc. 5200 W. Century Blvd. Los Angeles, CA 90045 Phone 440.969.9773 Smooth /Wood Grain ltlil%ite Wood drain '• •, • • • • • • • Rustial NTahoyany •• • Series 0 FiTiergTass Door ' `i •a•..,, • ' •• ••r Inswing/OuisvWng • ImpaGt" • • Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P4„(Aatem ID # 19g8) for Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1D of the State of Florida Produ:t Apprtvai, Npartnlent of ••• • • • .•. • ••• • •• • • • ••• • •• 1 Business & Professional Regulation. • • • • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial • irlterestin the eOrfleart+ • • manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone". 2., Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3.;When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. ,When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in 'ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. IFor 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. }Site conditions that deviate from the details of drawing FL -15210.1 require further engineering analysis by a licensed engineer or 'registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration 'requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01390365 ETC -05-255-16776.0 ETC -06-255-17412.0 ETC -07-209-19303.0 2. Drawing No. No. FL -15210.1 Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98, 638-03, 1929-96 & 2843-99 Prepared by RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories Signed by' Lyndon F. Schmidt, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. G3 y Lyndon F. Schmidt, P.E. FL PE No. 43409 4/24/2015 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI WINDOWS AND DOORS, INC. 10100 NW 25 Street Miami, FL 33172 MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 S tet'Rdom 20% T (786)1;54;90 F.(786)215-2599 wavy,gdamidWIN/Am omx ••. • •.•• •••• • F •• •• SCOPE: • • ••: DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION ,11805 SW26 tiree,'Itoom208.•••• T (786, Jll 290 F.(786).315-2599 •' • q4w.iia midade.Eov/economy • • • • , • • displayed, then it shall be done in its entirety. •••••• ••'••• INSPECTION: A copy of this entire NOA shall be provided to the user by. Vv. janufactures or its. • : • • distributors and shall be available for inspection at the job site at the request of the Banding Official, • • This NOA revises NOA No. 14-0627.15 and consists of page 1, this page 2 and vridIage pages 1 -1, E-2, and E-3, as well as approval document mentioned above. • The submitted documentation was reviewed by Jorge M. Plasencia, P. E. •• •••. • • • • • • • • • MIAMI•DADE COUNTY APPROVED •. • NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 Page 2 CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • . .. . . . • .. . • • 1. Manufacturer's die drawings and sections. . . 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Altim.S1itling (fla. Door", sheets 1 through 28 of 28, prepared by AI—Farooq Corporatiort.dated 0E5/20110 and.: • • • last revised on 01/11/16, signed and sealed by Javad Ahmad, 1 1? . 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 /0i-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® 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® and Super Spacer® 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) Unifoimn 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 Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, E--1 � c Jorge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 { { CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • . . . • • B. TESTS (continued) Duraseal® and Super Spacer® insulating glass spacer, preparetj,ljy;Gertifiesl;Tgsting • Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15,.sigred and sealed b)e.:.. • Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed ify Ramesh Patel, P.E.• ••• 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: . •• • 2) Uniform Static Air Pressure Test, Loading liar•FPDC 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# 14-0627.15) 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 diagram 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 4112- 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—C0733.03-45018, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. 1 (Submitted under previous NOA #13-1121.08 /#12-0821.16) C. CALCULATIONS 1. Anchor verification calculatio with FBC 2010 and wit Corporation, dated 02/24/16, s 2. Glazing complies with ASTM t• • • • . • . .. .. analysis, FBC 5th dition (2014 d and sealed by Java E1300- • �. _, . E-2 • a onformance to, complying prepared by Al Farooq ad, P.E. Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. • . . .. . D. QUALITY ASSURANCE E. 1. Miami—Dade Department of Regulatory and Economic Resour e s. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame •tea, j�c. . f • • h e • for thejr • "Sentry Glas® (Clear and White) Glass Tnterlayer ".dated D6/25;15 '. 07/04/18., exxiikg on .... • • • . R).•..:.• .... • .. • • • . 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical y torn an' P tA(14.?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 (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 05/21/21. 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 BC 5 Edition (2014) : i d of no financial interest, dated 02/24/16, signed and sealed : avad Ahmad, P 2. Laboratory compliance statement, part of above referenced tes G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum. SIiding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by. Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. 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 NOA# 14-0627.15) . E-3 Jorge M. Plasencia,1'. E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 • MII"V renE ole 001 a z� a aOggEO •• (sheet 1 Of 2$) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 160 ALUMINUM SLIDING GLASS D00R DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN REQUIREMENTS OF THE 2014�(5TH EDITION) FLORIDA BUILE D NG CODE INCLUDING HIGH VELOCITY HURRICANE 20NE (HVH2). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE 10011 IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT RCOME INTO EQUIREMENTS CONTACT THEWITH 20 4OTHER FLORIDA BUILDING CODE. MATERIALS SHALL MEET THE CO E. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WAND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. USING CHARTS ON SHEET 15 SELECT ANCHOR 001105 WTIH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. _ STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. • • • • LAMINATED GLASS AND ] I114INSULATING GLASS LAR@E SAALL.10 tL IIgAtT • PRODUCT REVISED •• •s complying with the Florida Building Code NOA-No. 15-0619.06 Oxplr•tl•n DS 09/22I2s 8 yam°• ---•• . By MIS • • p•osluet Co ro • 2 n a 0 v t Na oc 1 drawing no. W10-31 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 13/10" MIN. 1 1 .Y 1 1 IV Em N11 3 TRACK JAMB ANCHORS 10 PT 14' • 3-- 3 TRACK HEAD ANCHORS 282 13/18' MAX. ' DOOR FRAME 1M DTH HEAD ANCHORS 14" MAX' ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 48 1/8' AT HEAD/SILL/JAMBS Ai STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3" 0.C. 6' MAX. FALSE MIINIIN • OPTIONAL A C , 0 ''-_ SEE CHART ON SHEET 15 FOR CAPACITY HEAD/SILL CORNERS , --- ' L ---'IF r 4 REINFORCING AT INTERLOCKS OPTIONAL SEEO . M 42 1/8" 1 121/81 1 H - © ij 'O 4 C. X \ X ' 0 -I =___' .....s.===4.... ==ITL'_= = .L. OPI�I 1 i /./ 1, s -1P=_ r===�i1= yy T=== 1 � 1 �� a 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION a $ z ti j� d 0H D.L. OPG. j� a z cg o.9 m miiiiiiinnownwimmumremm I I 48 1/8" POCKET SHEET 12 JAMB 0, 8, '(SEE SILL TYPE 82 ANCHORS //' 2, 3 OR 4 PAIRS / I'- n nA1n AT STI r rung turC 48 1/8" __ ...__.. PANEL 5410TH DETAIL M ON AT 3' 0.C. SEE CHART ON SHEET 15 FOR CAPACITY z 14' TYP. (1) WEEP ELMER IO"181 (2) HTP CLUSTER I8"IB"I (2) NEEP 080188 LP 8"1 (2) 881? OU 8' 8' (2) MEEP 0.115188 TYPICAL FLEVATION 1ESEE0 UNR D L. OPENING D.L.O HEIGHT - DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH NOM. PANEL WIDTH - 6" PANEL HEIGHT > DOOR FRAME HEIGHT -1 3/16' 8' 8" (2) WEEP 0J15188 • • B 3 TRACK SILL ANCHORS 11 POCKET JAMB ANCHORS • • • PRODUCT REVISED in complying with the Florida Building Coda NOA-No. • 1Sie619.08•• • - Expiration Mt• 0!122/202• • - • • By ' • • • Man / roddCt Control • • • 1 ER 880 a c d ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• drawing - no. W10-31 sheet 2 of 28 1 13/16" 6 TYP. FALSE MUNTIN MIN. OPTIONAL b tt 2 TRACK z JAMB ANCHORS 1a 14"_ 190 9/18" MAX. ANCHORS IN PAIRS AT HEAD/SILL/JAMBS Al 1 DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 2. 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY • 2 TRACK HEAD ANCHORS 6" MAX. HEAD/SILT. CORNERS g 10 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION // 81 D1 • SILL TYPE 92 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3' 0.0. SEECHARTON SHEET 15 FOR CAPACITY 48 1/8" • r 48 1/8" PANEL WIDTH PANEL WIDTH 3 14" MAX. 3' TYP. 0 6"161 ()11v USD 8 8" 01107 aam (TESTED UNIT) TYPICAL ELEVATION 8" 8" (A for na1R REFER TO .PAGES 14, 15, 17 & 18 FOR WEEP SIZE. :1 01maam 1 T N o •2 POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS DJ. OPENING 0.L0 HEIGHT . 0008 FRAME HEIGHT - 9 11/16" • • • • *ANGL HEIGHT ..•00111R..•00111R16tAM* HEIGHT • HT -1 3/16" • • •• • • • • • • • • • 1lulit1 •4 gyp) A �RODECfRE1iIgED • • • H AS complying P' BuildinCod•�(tN the Florida C10ENag'., r. NOA-No. 15-0619.06 . • \No. 0592 `- i xIRrttbn Dat ii/221 fn t I.Cf. * y,ka isy • • am • Ml ••• • • ••• • • • • ••• • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • •• •• u n 1 5 0 f ''l 0 c 1 6 drawing no. W10-31 (sheet 3 of 28 REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 0 42 1/8„ 42 1/8" D.L OPG. ii 0.L OPG. • SILL TYPE 92 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3' 0.0. SEECHARTON SHEET 15 FOR CAPACITY 48 1/8" • r 48 1/8" PANEL WIDTH PANEL WIDTH 3 14" MAX. 3' TYP. 0 6"161 ()11v USD 8 8" 01107 aam (TESTED UNIT) TYPICAL ELEVATION 8" 8" (A for na1R REFER TO .PAGES 14, 15, 17 & 18 FOR WEEP SIZE. :1 01maam 1 T N o •2 POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS DJ. OPENING 0.L0 HEIGHT . 0008 FRAME HEIGHT - 9 11/16" • • • • *ANGL HEIGHT ..•00111R..•00111R16tAM* HEIGHT • HT -1 3/16" • • •• • • • • • • • • • 1lulit1 •4 gyp) A �RODECfRE1iIgED • • • H AS complying P' BuildinCod•�(tN the Florida C10ENag'., r. NOA-No. 15-0619.06 . • \No. 0592 `- i xIRrttbn Dat ii/221 fn t I.Cf. * y,ka isy • • am • Ml ••• • • ••• • • • • ••• • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • •• •• u n 1 5 0 f ''l 0 c 1 6 drawing no. W10-31 (sheet 3 of 28 FALSE MUNRN OPTIONAL 8 FT POCKET JAMB ANCHORS 14' MAX. 149 5/16" EXTERIOR 146 9/16" EXTERIOR 46 1/8" NOM. PANEL WIDTH DOOR FRAME WIDTH ANCHORS IN PAIRS AT HEAD/SILL/JAMBS II II; 1 a DOOR FRAME ,MD111 HEAD ANCHORS 14" AUX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3 O.C. SEE CHART ON SHEET 15 FOR CAPACITY 97 3/4" DOOR FRAME WIDTH 3 TRACK HEAD ANCHORS HEAD ANCHORS 2 OR 4 PAIRS AT CORNER 51LE ENDS 5'. SEE CHART ON SHEET 15 HEAD FOR CAPACITY SILL CORNERS REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY I�. ,1 sI 1.1 SILL TYPE 02 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY 14" MAX. TYP. SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS AT 5117E ENDS AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY --c EXTER1O9 48 1/8" PANEL WIDTH 48 1/8" PANEL WIDTH • (TESTED UNIT) TYPICAL_ELEVATION EXTERIOR 48 1/8" PANEL WIDTH 48 1/5" PANEL 510TH • • • • • • • • • • • • • • • • • • • • ' • Pha6ucf REviSEO • • • • •• complying with the Florida Building Code NOA-No. 15.0619.06 • • �pir•t10 t1h160 1!2/2020 • • • .▪ yy�1 •tilLibv! _ •• • r • •• • . • OF ••• • • • • •'/• 1 13/16" MIN. 1 1 111 8 n 3 TRACK NI "$ JAMB ANCHORS 11 3 TRACK SILL ANCHORS E drawing n0. W10-31 (sheet 4 of 28) 000 • • • • 000 • • • • • • • • • • • • • *0* • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ,-. (., .._ \ 1 -4---11 C1 ga loxI q� o �M a md +21/81 ��(1,,.L. ...42:414=== • =_=17___1X_= 0P1,i1� !a II I11 1! i II; 1 a DOOR FRAME ,MD111 HEAD ANCHORS 14" AUX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3 O.C. SEE CHART ON SHEET 15 FOR CAPACITY 97 3/4" DOOR FRAME WIDTH 3 TRACK HEAD ANCHORS HEAD ANCHORS 2 OR 4 PAIRS AT CORNER 51LE ENDS 5'. SEE CHART ON SHEET 15 HEAD FOR CAPACITY SILL CORNERS REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY I�. ,1 sI 1.1 SILL TYPE 02 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY 14" MAX. TYP. SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS AT 5117E ENDS AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY --c EXTER1O9 48 1/8" PANEL WIDTH 48 1/8" PANEL WIDTH • (TESTED UNIT) TYPICAL_ELEVATION EXTERIOR 48 1/8" PANEL WIDTH 48 1/5" PANEL 510TH • • • • • • • • • • • • • • • • • • • • ' • Pha6ucf REviSEO • • • • •• complying with the Florida Building Code NOA-No. 15.0619.06 • • �pir•t10 t1h160 1!2/2020 • • • .▪ yy�1 •tilLibv! _ •• • r • •• • . • OF ••• • • • • •'/• 1 13/16" MIN. 1 1 111 8 n 3 TRACK NI "$ JAMB ANCHORS 11 3 TRACK SILL ANCHORS E drawing n0. W10-31 (sheet 4 of 28) 000 • • • • 000 • • • • • • • • • • • • • *0* • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • sheet 5 of 28) DOOR FRAME W. XXX (SHOWN) OXX xxo XXX (REVERSE) DOOR FRAME WIDTH 0 HIHI XXXX XX (SHOWN) OXXXXO DOOR FRAME WIDTH 0 0- Hill XXXXXX (SHOWN) DOOR FRAME WIDTH 0 H XXXX XX (SHOWN) OXXXXO DOOR FRAME WIDTH 0 0- Hill XXXXXX (SHOWN) DOOR FRAME WIDTH 0 H XXXXXX (SHOWN) DOOR FRAME WIDTH 0 H C) --o- . - � $ 0 � v XXXXXO (SHOWN) OXXXXO FRAME W10111 ANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR THIS APPROVAL QUALIFIES 000RS WITH, APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO &60.0 PSF PRODUCT REVISED as complying with the Florida B uilding Cods NOA-No. 15-0619.06 E xpiration Date /22/2020 Mem • ro • uct Control NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 ` /' P;!FIi -1a hi r JLfLJ Sig.. • ••• • - 1 1 h y EXTERIOR 90 CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH NOM. PANEL WIDTH PANEL WIDTH L. 11117:m ill EXTERIOR 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 PANEL WIDTH APPROVED CONFIGURATIONS NON—POCKETED DOOR. (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS THREE (3) TRACKS . EXTERIOR O 9o' CORNER DETAIL 'O' ON SHEET 2 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 • NON-IEYIF• INTEOI.QCKS • • SEE CHART ON SHEET 13 �•• •) • • • • • •• NOTE: • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSWItS SF SHFJT :R • : : • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ••• • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC� • • • • to • '1 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t^ 0 D C 1 1 drawing no. W10-31 - • I ,.. j hi r JLfLJ • ••• • - APPROVED CONFIGURATIONS NON—POCKETED DOOR. (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS THREE (3) TRACKS . EXTERIOR O 9o' CORNER DETAIL 'O' ON SHEET 2 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 • NON-IEYIF• INTEOI.QCKS • • SEE CHART ON SHEET 13 �•• •) • • • • • •• NOTE: • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSWItS SF SHFJT :R • : : • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ••• • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC� • • • • to • '1 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t^ 0 D C 1 1 drawing no. W10-31 DOOR FRAME W. { L O 0-11 L ' SEE CHART 0 Q L ENEN i mop PXXX(SHOWN) XXXP 000R FRAME WIDTH i L 0-11 L ' SEE CHART 0 PXXXXXXP (SHOWN) D00R FRAME 11110TH .__ t r ci_._ -t ' SEE CHART ON SHEET 13 Q PXXXXXX(SHOWN) XXXXXXP PXXXXXO(SHOWN) OXXXXXP D00R FRAME WIDTH _ EL WIDTH NON-REINF. INTERLOCKS 111111 1IHi PXXXXXO(SHOWN) OXXXXXP D00R FRAME WIDTH _ EL WIDTH NON-REINF. INTERLOCKS 111111 NMI Nu ' SEE CHART ON SHEET 13 ENEN mop b i --- ._..7_,,.' - 1 En' IMmimig IM "Um Moo • r 6 EL WIDTH L DOOR FRAME WIDTH NON-RDNF. INTERLOCKS SEE CH - ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±80.0 PSF PRODUCT REVISED as complying with the Florida Building Code Non -No. 15-0619.06 Expiration Date 09/22/2020 By Miami - e ro not Contror EO' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J D00R FRAME VADTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 UY O a J 8 POCKET CAVITY NOT BY CCI NOT PART OF THIS ROA r EXTERIOR 90' CORNER DEUJL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J D00R FRAME WIDTH NON-REWF. INTERLOCKS SEE CHART ON SHEET 13 PANEL WIDTH 8 NMI Nu ENEN mop b i --- ._..7_,,.' - 1 R IM "Um 8 POCKET CAVITY NOT BY CCI NOT PART OF THIS ROA r EXTERIOR 90' CORNER DEUJL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J D00R FRAME WIDTH NON-REWF. INTERLOCKS SEE CHART ON SHEET 13 PANEL WIDTH 8 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. EXTERIOR 90' CORNER DETAIL '0' SHEET 22 • �• •fW'EL "Y't • • • • • • 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF .1 NOTE: • ••• •• 1. CONFIGURATIONS SHOWN_FOR ILLUSTRATION PURPOSES ONLY. • • • • • •.- 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES•SEE SHEET 1i. •. • • 3. FOR ANCHOR • DETAILS SEE SHEETS 15 THRU 23. • ••• • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F80. • • • •- • _ • • . ••• 0 Egu P 1.9 9 2 2 5 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Ji drawing no: W10-31 (ahoet 6 of 28 ENEN mop L=4iFav_. • R Moo • APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. EXTERIOR 90' CORNER DETAIL '0' SHEET 22 • �• •fW'EL "Y't • • • • • • 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF .1 NOTE: • ••• •• 1. CONFIGURATIONS SHOWN_FOR ILLUSTRATION PURPOSES ONLY. • • • • • •.- 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES•SEE SHEET 1i. •. • • 3. FOR ANCHOR • DETAILS SEE SHEETS 15 THRU 23. • ••• • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F80. • • • •- • _ • • . ••• 0 Egu P 1.9 9 2 2 5 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Ji drawing no: W10-31 (ahoet 6 of 28 rpOOR-FRAH� (SHOWN) ox XX 000R FRAME WIDTH 0 JI 4 t o -- OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH 0-- 0 JI 0 — @. OXXO .XXXX(SIMIAR) MAX. FRAME WIDTH REINF. INTERLOCKS SEE C 'T ON SHEET 13 OH EXTERIOR MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 (8 X 3/4" SMS AT 24' 0.C. MAX. FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL 114 UEU OF J1 tHO EXTERIO" MAX. FRAME WIDTH THIS APPROVAL QUAUFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *80.0 PSF REINF. INTERLOCKS SEE CHART ON SHEET 13 APPROVED CONFI4IURATIONS NON—POCKETED DOORS (Nam -REINFORCED SHOWN)` SEE SHEET 13 FOR Dp MO REINFORCING OPTIONS TWO (2) TRACKS O ' EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135* DETAIL OPTIONAL IN LIEU OF, JI ON SHEET 22 PRODUCT REVISED as complying with the Florida Building Code 120A -No. 15.0619.06 Expiration oat 09122/2020 • • • B. • • • • Mia . 9 © • • •• ••• •• • • • s• NOTE: • ••• •• • ••• • • • • • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.,. _ • • • • • _• • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRVStJRES tEE SIIEE.13f • . • • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ' • • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. e Product Control No.70592 • ATE OF 4.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SS1ONAl.. 111 t wll lalltl (drawing no. 1 W10-311 (elect 7 of 28) POCKET CAVITY NOT BY CGI — NOT PART OF THIS NOA il DOOR FRAME WIDTH rD00R FRAME W.1 0 PX (SHOWN) XP: L 0- L1 DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR O EXTERIOR DOOR FRAME WIDTH PXX (SHOWN) XXP THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF -i 0 d r - c L_- PXXP DTH PXXXXP DOOR FRAME WIDTH. r L 0-17g Q0 PXXXX (SHOWN) PXXXO XXXXP - OXXXP' lu O I EXTERIOR J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNAL ER DETAIL ETAIF'IEU J� ON SHEET 22 DOOR FRAME WIDTH NDN-REINF. INTERLOCKS SEE CHART ON SHEET 13 NOTE: 1. CONFIGURATIONS. SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE, NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER IBC. EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL TN LIEU OF J1 00011 FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 • 0 0 0 EXTERIOR' 0 90' CORNER DETML '0' ON SHEET 22 135' '0NAL CORNE9IN DETAIL OF ON SHEET 22 OPT APPROVED CONFICj1RATIONS POCKETFD DOr)RS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS ••• • • • • •— •• • • • •• PRODUCT REVISED es complying with the Plorld• Building Code • • • •MOA -No.• • 141.0619.1413., • - • — • - Explra*De t 19 21202 • • • • •.By • • • • Mem . ode • • • • • •• •• �OQt Q ARi NOT PART OF THIS APPROVAL • • • AN i • E VIEWED BY AHJ. A 111111 \iPp AH Wq� �,10ENde''•:0 .70592 '�i11r1►e, TE OF 1101:A 111 drawing no..I W1 o-31 (sheet 8 of 28) ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• •e• • • 0 a 0-- hg o- PXXXXP DOOR FRAME WIDTH. r L 0-17g Q0 PXXXX (SHOWN) PXXXO XXXXP - OXXXP' lu O I EXTERIOR J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNAL ER DETAIL ETAIF'IEU J� ON SHEET 22 DOOR FRAME WIDTH NDN-REINF. INTERLOCKS SEE CHART ON SHEET 13 NOTE: 1. CONFIGURATIONS. SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE, NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER IBC. EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL TN LIEU OF J1 00011 FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 • 0 0 0 EXTERIOR' 0 90' CORNER DETML '0' ON SHEET 22 135' '0NAL CORNE9IN DETAIL OF ON SHEET 22 OPT APPROVED CONFICj1RATIONS POCKETFD DOr)RS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS ••• • • • • •— •• • • • •• PRODUCT REVISED es complying with the Plorld• Building Code • • • •MOA -No.• • 141.0619.1413., • - • — • - Explra*De t 19 21202 • • • • •.By • • • • Mem . ode • • • • • •• •• �OQt Q ARi NOT PART OF THIS APPROVAL • • • AN i • E VIEWED BY AHJ. A 111111 \iPp AH Wq� �,10ENde''•:0 .70592 '�i11r1►e, TE OF 1101:A 111 drawing no..I W1 o-31 (sheet 8 of 28) ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• •e• • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 • ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH FRAME WIDTH Mg NON-REINF. INTERLOCKS �� NON-REINF. INTERLOCKS �� Stt GTIN I un J w ,... i„,Iv `` [.1i9� _ __. ____. `� 4�� EXTERIOR 000R FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON EET 13 NUM XXXXXXXX (SHOWN OXXXXXXO 'PROVED CONFIGURATIONS - - - —`- - NON -POCKETED DOOR$ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR bp AND REINFORCING OPTIONS FOUR (4) TRACKS 0 EXTERIOR pH 90' CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jl OM. PANEL WIDTH •• ••• • • • • • •• • PRODUCIYE1YS•D • ii • • • asmwpliingg•Titl•IhasFloittbi• • • Bu11dY8 ° d..• • w • • N• -99o. • • 154619416 • • • Expiration Data 09/2212020 By NOTE: • • •YYam slroduel ontrol • • —1. CONFIGURATIONS SHOWN FOR ILWSTRATION • PURPOSES ONLY. •• • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SHE SH9ET 13. • • • • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • a. • • • • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. k 5 drowing -no. — W10-31 sheet 9 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XXXXXXXX (SHOWN OXXXXXXO 'PROVED CONFIGURATIONS - - - —`- - NON -POCKETED DOOR$ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR bp AND REINFORCING OPTIONS FOUR (4) TRACKS 0 EXTERIOR pH 90' CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jl OM. PANEL WIDTH •• ••• • • • • • •• • PRODUCIYE1YS•D • ii • • • asmwpliingg•Titl•IhasFloittbi• • • Bu11dY8 ° d..• • w • • N• -99o. • • 154619416 • • • Expiration Data 09/2212020 By NOTE: • • •YYam slroduel ontrol • • —1. CONFIGURATIONS SHOWN FOR ILWSTRATION • PURPOSES ONLY. •• • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SHE SH9ET 13. • • • • • 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. • • • a. • • • • • • • • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. k 5 drowing -no. — W10-31 sheet 9 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH 1L. --@ 0 1 —0 of - r ® . T L XXXXXXXX (SHOWN) oxXXXXXO TH XXXXXXXO (SHOWN) OXXXXXXO NOM. PANEL WIDTH FRAME WIDTH HON-REINF. INTERLOCKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIF MAX. DESIGN LOADS TO *60.0 PSF 1 —0 tt t,it m1 IT - 4 XXXXXXXO (SHOWN) OXXXXXXO NOM. PANEL WIDTH FRAME WIDTH HON-REINF. INTERLOCKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIF MAX. DESIGN LOADS TO *60.0 PSF 0 NCM. PANEL WIDTH lJ \b l0) EXTERIOR 50' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OP1ONA. W LIEU OF J 1 8 0 0 0 z11 Rd oE 1IP 092 HiRff ePPROVEri F:ONFIOURATIONS NON—POCKETF(T DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS 4f 90' CORNER DETAL '0' ON 511 ET 22 135' CORNER DEW 'P' ON SHEET 22 OPTIONAL IN LIEU OF J O EXTERIOR Q • •• ••• • • • • • •• PRODUCT REWORD* as codipllyyingg *Rh Era FNrld• 0 • • • EulldingaCod• • • • • • • HO*l o. • • 95-08119.06 • Expiration Date 09/22/2020 NOTE: Mlathf/ (Product Nitro • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • _ • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEN 13. • • •• 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. ••• • • • I• ge '.O 70692 1,, TElIFo. •41.0R10 00, 4aNA4 0 I ■ • 2 0 g 1 4 drawing no. W10-31 sheet 10 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ]tC I:IVVI U ,llccl lU m1 - ar \-da1l10L.= �� 4 �� n n 2l 0 NCM. PANEL WIDTH lJ \b l0) EXTERIOR 50' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OP1ONA. W LIEU OF J 1 8 0 0 0 z11 Rd oE 1IP 092 HiRff ePPROVEri F:ONFIOURATIONS NON—POCKETF(T DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (4) TRACKS 4f 90' CORNER DETAL '0' ON 511 ET 22 135' CORNER DEW 'P' ON SHEET 22 OPTIONAL IN LIEU OF J O EXTERIOR Q • •• ••• • • • • • •• PRODUCT REWORD* as codipllyyingg *Rh Era FNrld• 0 • • • EulldingaCod• • • • • • • HO*l o. • • 95-08119.06 • Expiration Date 09/22/2020 NOTE: Mlathf/ (Product Nitro • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • • • _ • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEN 13. • • •• 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. ••• • • • I• ge '.O 70692 1,, TElIFo. •41.0R10 00, 4aNA4 0 I ■ • 2 0 g 1 4 drawing no. W10-31 sheet 10 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 DOOR FRAME WIDTH '` o - a PXXXX (SHOWN) XXXXP PANEL WIDTH NON-REINF. INTERLOCKS • SEE CHART ONS ET 13 THIS APPROVAL QUALIFIES 000RS WITH APPROVED. CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PXXXXXXXXP (SHOWN) AP-P-EMECONFICURaTI O N SC O NFICURATI O N S POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4} TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED 9Y AHJ. FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ' c � L. ii; o-- � ® 1 O. t L 0— t r OH— t L. 0— — ! PXXXXXXXXP (SHOWN) AP-P-EMECONFICURaTI O N SC O NFICURATI O N S POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4} TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED 9Y AHJ. FRAME WIDTH NON-REINF. INTERLOCKS O EXTERIOR R0' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL 1N LIEU OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY._ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PROnJiJT ISTD. • as complying Ate the Morldi • BungiNOA-11p. • eV-OP*0% • Explookt nj 1:18/244/20 • • By Mia1111 +17fb• Produot Control • ••• •• • • • SEE SHEET 1.7. _ • • • • • •• • • ••• • • •— • ••• • • •• • • • • ••• • X111111 •• • 'O 0092 e , e• 8 V n3 Z ro R 8 M 0 0 z 8 a 8 1n tx 85 0 0 0 0041 • • • 41.008 • • • • • •• • • • '• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 8 • drawing no. W10-31 sheet 11 of 28 SEE CHART ON SHEET 13 c. --- _k im =wpm O EXTERIOR R0' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL 1N LIEU OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY._ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PROnJiJT ISTD. • as complying Ate the Morldi • BungiNOA-11p. • eV-OP*0% • Explookt nj 1:18/244/20 • • By Mia1111 +17fb• Produot Control • ••• •• • • • SEE SHEET 1.7. _ • • • • • •• • • ••• • • •— • ••• • • •• • • • • ••• • X111111 •• • 'O 0092 e , e• 8 V n3 Z ro R 8 M 0 0 z 8 a 8 1n tx 85 0 0 0 0041 • • • 41.008 • • • • • •• • • • '• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 8 • drawing no. W10-31 sheet 11 of 28 DOOR FRAME WIDTH 1 r L o- — ar- . ? o- .lt°t — . 00-- I o-- H 1- --,. m0 I ®-- IO I t o- I L PXXXXXXXX( HOWN) XXX)C XXXP OXXXXXXXP DOOR FRAME WIDTH r 2 THIS APPROVAL QUALIFIES DOORS WIN APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO #60.0 PSF FRAME WIDTH NOM. PANEL WIDTH LOCKS SEE CHART ON NT SHEET 13 L POCKET CAVITY NOT eV CCI NOT PART OF THIS NOA . r L €�4o. 1 1 '0-- o- — ar- . ? o- .lt°t — . 00-- I o-- PXXXXXXXO SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS. FOUR (4) TRACKS POCKETS ME NOT PART OF THIS APPROVAL AND TO SE REVIEWED BY AHJ. OM. PANEL WIDTH 0 EXTERIOR 0 90' CORNER DETNL 0' ON SHEET 22 OPOONALCORN9 UEUER NOF J' ON SHEET 22 NON-REINF. INTERLOCKS FRAME WIDTH 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DEM1L 'P' ON SHEET 22 • • , • • • • , • OPTIONAL IN 1119 OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES_ ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCAULE PER FOC. P4DUCTyy9 R 1.. 211 dI�n 121 1.t.„1 904 -Wo. • • �5-.Oa • Explrailon Date 09122)2020 By Mlypl- %Product t . trot- • • • • • -• SEE•6HEET 63. • • • • •• • • • • ••• • • o. 70592 • . •1•• `/14 TE OFA, ID*) NAL 111111 drawing no. W10-31 sheet 12 of 28) ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • i i..... Ail re�r --,. I 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DEM1L 'P' ON SHEET 22 • • , • • • • , • OPTIONAL IN 1119 OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES_ ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCAULE PER FOC. P4DUCTyy9 R 1.. 211 dI�n 121 1.t.„1 904 -Wo. • • �5-.Oa • Explrailon Date 09122)2020 By Mlypl- %Product t . trot- • • • • • -• SEE•6HEET 63. • • • • •• • • • • ••• • • o. 70592 • . •1•• `/14 TE OFA, ID*) NAL 111111 drawing no. W10-31 sheet 12 of 28) ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ' DE810N LOAD CAPACITY - P8F (01.608) GLASS TYPES 'A' k 'AL' GLASS TYPBO "8' & 'RL' �y F481. VOIB 0008 RMO 01x911 NO90NlOF FOOLS INT6RLACK8 11/0 REINF. - INTERLOCKS WITH REINS. 81(09 619109 A10ML8 Ex1.(+) INL(-) F?T.(+) IHL(-) 24-1/8 10 80.0 604 80.0 80.0 30-1/8 10 800 60.0 00.0 600 \ 10 0800 ` 01.10 00.0 50.0 42-1 10 600 A 60.0 60,0 izeipn 10 A 80.3.1 00.0 840 54-1/8 a 53.3 53.3 71.1 71.1 24-1/6 ' 10 60.0 00.0 50.0 80.0 30-1/610 60.0 60.0 60.0 80.0 36-1/0e4 10 60.0 600 800 80.0 42-1/8 10 60.0 004 80.0 80.0 45-I/910 60.0 60.0 800 00.0 54-1/5 9 53.3 53.3 71.1 71.1 24-1/810 60.0 80.0 800 80.0 30-1/8 10 80.0 80.0 80.0 00.0 36-1/8 '90 10 60.0 60.0 600 80.0 42-1/810 60.0 60.0 60.0 50.0 49-1/5 9 60.0 80.0 80.0 80.0 24-1/8 10 60.0 600 60.0 804 30-1/610 60.0 W80.01910 60.0 36-1/6 96 10 50.0 60.0 80.0 00.0 42-1/8 10 60.0 60.0 80.0 80.0 45-1/5 6 80.0 60.0 00.0 80.0 01.080 TYPES 'A', '0'. AI', '81' INTERLOCKS 111TH RE1NF. EXI.(+) 812.(-) 24-1/8 10 - - 600 60.0 30-1/e10 - - 60.0 60.0 36-1/5102 10 - - 60.0 60.0 42-1/8 10 - - 604 80,0 48-1/8 10 - - 00.0 60.0 s4-1/8 9 - - . 54.4 54.4 24-1/8 10 - - 60.0 60.0 30-1/5 10 - - 00.0 80.0 36-1/6toe 10 - - 60.0 600 42-1/616 - - 80A 60.0 45-1/5 10 - - 00.0 60.0 63-1/0 9 - - 54.4 54.4 24-1/0 10 - - 60.0 60.0 30-I/5 to - - 60.0 60.0 36-1/8 114 10 - - 60,0 50.0 42-1/910 - - 60.0 60.0 49-1/9 9 - - 010 60.0 24-1/810 - - 00.0 60.0 • 30-1/8 10 - - 00.0 800 36-1/6 12010 - - 60.0 60.0 42-1/6 10 - - - 900 60.0 16-1/6 6 - - 60.0 60.0 INTERLOCKS INTERLOCKS Y/0 REINS. WITH REINF, GLASS CAPACITY CHARTS APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +80,0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1340-09 ( EC. GUSTS) • • 11R FOiObR A0101 ,,6e11�,,M I ON • DE(ocAim,4Y TANT.DC05-DEC-219 • • • 4 •• ••• •• • • • PRODUCT REVISED •s comp)ying with the Florida BuOindlnp Cod• 15019.116 6 itiN lexplratlon nate L•9 22/ • • • By • Mlaml- ••• roe �t • • zgN 0 440 eallo U M O J 5. 8 FAIL (305) 593-6592 I lo' V, c 40 oc 3' drowin9 no. W10-31 sheet 13 of 28) ••• • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 3/16" ANN. GLASS 075" Intarlayer Sallies CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Satins pear Md Color Class By R'Eastman Chemical Co.' 090' Interlayer SentryGlas By 'Kuraray Amedoa, Inc.' OR 000' Interlayer Buladte PVB By 'Kuroray Americo, Inc: 3/16" HEAT STREN'D CLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 095 SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 35" EPDM DUROMETER 0535 a 10P GLASS TYPE 'A' 7/16" OVERALL LA.M. CLAS 3/16" HEAT STREN'D GLASS .075" Interlayer ollex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Sallex Clear Md Color OM By 'Eastman Chemical Co.' OR .090' Interlayer SentryGlas By 'Kuraray America, Inc.' .0990" Interlayer Butaclte PVB By 'Kuraray Mutlea, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON UTES YAOER THAN 36" EPDM DUROIIETER 8665 GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS 3/8" AIR SPACE 3/16" TEMP. GLASS 3/16" ANN. GLASS O 75" Interlayer Sollex CP With PET Core By 'Eastman Chemical Ca.' OR 090" Interlayer Sallsx Clear And Color Glass By R 'Eastman Chemical Co.' 000' Intsrloyor SentryGlas By 'Kuraray America. Inc: OR 090" Interlayer Bulacite PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'O CLASS SIUCONE GE SCS 1200 DOW CORNING 890 DOW CORNING 995 3 3/8" AIR SPACE 3/16" TEMP. GLASS s GLAZING OPTIONS XL EDGE SPACER ST. STEEL 8Y 'CARDINAL' OR DURASEAL BY 'OUANEX' OR • SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM OUROMETER 8535 GLASS TYPE 'Al' 1" OVERALL INSUL LAM. GLASS 3/16' HEAT STREH 0 GLASS 075' Interlayer Sollex CP With PET Cars 'Eastman Chemical Co.' .090" Interioysr Sallex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryClas By 'Kuraray America, Inc: OR 090' Interlayer Bulacite PVB By 'Kuroray Americo, Inc: 3/10" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 OOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 5535 GLASS TYPE 'Bl' 1' OVERALL INSUL LAM. GLASS • • •• ••• • • • '• • •• • • • • • • • • • .• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 75.0679.06 • • !.1{pirall••n• Date 09%22/2080 . • e9Y -ser--• • • • Mlam-• • ProddbttbntAI • soil • • • ra‘U n 8 a 01 0 A 1 c 9 9 drawing no. W10-31 a (sheet 14 of 2B) ••• • • • • ••• • • • • • • • • . • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• .•• • • • •.• • • TYPICACFIORRSS 3 K51 26Y WOOD BUCKS CONCRETE' AT MTa. STILE $EE NOTE $HEFT 1 k IHTE • SM.. C AOS �:- -• SE; CWJ{T EDGE • Sf! ,1' TOHIQUANTRF,S.-,•' II _ tlmll 4 p�i� _ )1 ! I -mm l=tlUl- ANCHOR TYPE_A INTO 2BY WOOD BUCKS 'OR WOOD STRUCTURES 13E010N LOAD CAPACITY - 989 (ANCHOR!)' HEAD '85011008 (TM A. 8 II C) GILL ANO(606 (TYPO 6f) 81Li/MI01L0 K 0109 SRf/N JILQOC MOS nu 4 5 e 4 6 5. 9005 Homo EXT.(-) EKT.1+) PM.(+) 671.(4.) E%T,(+) '001.14.) AOL 15510 FRAME nc00Q 43.3tp INF-(-) IHR(-) 144T,(-) Intl.(-) o4T.(-) IHT,(-) 24-1/5- 30-1 6 50.0 - - '8♦0�.0�� - •- 40.0 - 61.7 340.0 - 42- P i.7103 e a - ® e0.o - 64-,I/8 42.5 50,0 - 85.5 50.0 50.0 24 -1/0 - JO -I/1 26-1/8 78.6 10.0 - 71,6 60,01 - '42-1/5 54 ' 67.6 50.0 64.3 10.0 -. 45-1/8 52.2 40.0 - 16.1 • 00.0 00.0 64-1/5 . 66.4 -60.0 52.0 05.a Pao to.0 24.1/8 50.0 - - 50.0 - •-. 30-I/e 79.7 50.0 - 75.5 50.0. - 36-1/5 60,2 050 - 65.6 50,0 - 42-1/5 ,50, 11.9 60.0 - 51.7 80.0 60.0 4a -I/5 06.7 80.0 50.0 53.7• 50.0 .50,0 .24-1/8 60.0 - - 10.0 - - '30-1/5 73.4 60.0 - 69.6 500 - 06.•1/5 .95 635 60.0 - 00.8 00.0 - 42-41/e 57.0 80.9 '60.0 04,0 10.13 46,,0 45-1/5 51.9 77.9 50.0 49.3 73.9 ab.o 24-I/e- 30-1/e- 35-1/6 55.3 40.0 10.0 56.2 50.9 60.0 42-1/6 102 62.7 60:0 40,0 60,0 50.2 60,0 45-1/6 .47.5 50.0 60.0 41.6 503 '00:0 54-I/6 44.3 500 50.0 .42.0 ' 500 50,0 24-1/a .50.0 - -' 80.0 - 30-1/4 60.0 - - 00,0 - - 36-I/4 105 55,3 60:0 400 .62.6 50.0 80.0 42-1/5 41.1 00.0 50.0 45.5 5110 60A 46-1/6 44.5 00.0 50.0 4342 00,'0 10.0 04-1/5 40.0 - - 60.0 - - 30=1/5 60.0 - - '1571 504 60.0 78-3/8 116 61.9 50.0 004 40.2 504 50.0 42-1/6 •45.5 50,0 '50.0 435 80,0 500 45-1/6 41.5 40.0 604 39.4 .59.1 50,0 04-1/5- 00-1/5 56.9 60.0 60.0 540 404. 00.0 36-1/5 • 120 454 60.0 600 413 60.0 50.0 42-i/6 45.1 60.0 60.0 104 60.0 40.0 46-1/5 311.0 55.4 80.0 34.0 65.5 60.0 1 6. 1 TYPIcA1•ANCHORs IN CLUSTERS AT MTG. STILE 3 KSI -At 'INTERLOCK ENDS -SEE CHART CONCRETE FoR Qljwe tS • 1NY WOOD DUCKS • SEE NOTE SHEET 1 ANCHOR TYPE A TRU 18'3' -'4000 BUCKS INTO 3. KSI CONCRETE gm 7N TYPICAL .01011000 IN CLUSTERS AT MTC. STILE •0. INTERLOCK ENOS SEE CHART TOR QUANTI1102 EDGEST:'� '1. •3 5/5'. U 11111 �r Lr = vf1 IZ CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTC, STILE & INTERLOCK' ENDS 5EE CHART FOR CUANTRIES EDGE 3 6/8" METAL STRUCTURES SEE SPEC BELOW ro M 11 ANCHOR TYPE B C1 DIRE011.Y INTO .3 451 CONCRETE ANCHOR TYPE C 1Nio METAL STRUCTURES • OR APPROVED MULLIONS WOOD BUCKS AND METAL STRUCTURES NOT BY COI WINDOWS 'MUST SUSTAIN LOADS IMPOSED BY CLA0IND SYSTEM AND. TRANSFER THEM TO THE BUILDING STRUCTURE. -- -1/T -AT'HBAD- TY TYPE' A'- 1/4" X 3+'1/4' 111TRACON BY 'ELCO' (R•-17 THRU '18Y•13UCKS I410 CONCR 1-1 4' THRU 2BY 8UC45 CONCRETE CONCRETE ,.'DED INTO CONC TYPE '8'- 1/4' X 3-1/4" ULTRACON BY 'ELCO' (Fu DIRECTLY INTO CONCRETE. , 304155 KSI) I I 77 KSI, Fr -155 NM) INSTALLATION CONDITIONS SHOWN APPLY TO 00TH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD .AND SILL TYPE A'- 1/4' DIA. ULTRACON BY 'FICO' (ru-177`Ty-135 3151) INTO 20Y W000 BUCKS OR W000 -ST ES -1 2 MIN. PENETRATION I5T0 WOAD Thee 187 BUCKS INTO CONC.. OR MASONRY ONRY. , ry4165 1151) 1-1/4' MI'. EMBED IN • C0" TYPE '.B'- • _ :I. ' • (F6-1 L 1 NA/IMP•i-ir 1/4" DIA. SELF DRIWNO 5CRFW$ (0800! 0 CRS) TYPE INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) II INTO METAL STRUCTURES' STEEL : )/8' THK. MIN. (, •' 38 651 MN.) 11 ALUMINUM 1/6" PHK. (315. (6003-15 MIN.) (STEEL 111 CONTACT WITH ALUMINUM TO BE P(ATEO. OR PAINTER) L- - - •='AT SILL - 'B2'- 1/4' DIA. ULTRACON BY '6100' MIN: EM8E0 INTO CONCRETE NOTE; ANCHOR( CAPACITIES LISTED ON THI5 SHEET TO D£ 135!0 IN. CONJURCTION WITH .GLASS CHARTS ON SHEET 13 LOWER APPLICABLE VALUES CONTROL, 3 TRACK SYSTEM SHOWN ALSO APPLICABLE T0..2 AND 4 T.RACI( FRAMES. PLEASE SEE FOLLOWING SHEETS FDR DETAILS.. PRODUCT REVISED w9 complying with the Florida Building Cods NOA-No. 15.0619.06 Expiration Dat. 09/22/2020 By Mlam d. Product Control UMIT 020.(+) 1.04011 TO 60.0 PSF FOR 000011 W/0 REWFQRCING ALL SRES 'LIMIT EXT (+) LOADS 10 00,13 PSF FOR DOORS W/ RFJNF. UPTO 06 WE HT. UMIT EST (+) LOADS TO 50,0 PSF FOR DOORS W/ IREIRF. AKOVE 5 IN. NT. 11570 120 IN. HIGH. (-1/4' MIN. EMBE0 11100 CONC. OR MASONRY 1/4' DIA. SELF DRILLING SCREWS (ORAOE 5 CRS) INTD MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" PHK. MIN.) INTO METAL STRUCTURES $TEE'L : 1/8' PHK. MIN. (Fy a 36 K51 MIN.) ALUMINUM ; (/8' PHK: MIN. (6063-15 MIN.) (STEEL 'IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) µCHOP EOG! pISTANCE$ • 7 051. •Fy-155 658 INTO CONCRETE OR MASONRY - 2-1/e -MIN. INTO WOOD STRUCTURE - 1" MIN. INT0 METAL STRUCTURE a 3/4' MIN. WOOD AT HEAD OR •JAMBS $0 . 0,6.5 MIN. CONCRETE AT HEAD, SILL OR JAMBS Mo A. 3000 PSI MIN. C-50 HOLLOW/FREED BLOCK AT Jµ1BS .4'(a 2000 pSI M)N, SILL 1115E0§ - rrr Me SHEETS -14, 15, 17 a, TD TOR OPTIONAL SILL DETAILS / 0 SHEET 13 FOR CAPACRY ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE ANCHOR TYPE 0. DIRECTLY INTO 3 KSI CONCRETE • • •• • P. ' 0 0 ItAROENED N0-METALU /NON -SHRINKAGE HIGH STRENGTH GROUT I'a - 8)300 P51 MIN. NOT DY C.0.1. MUST LOADSRTOSSTRUCTUER R TYPICAL ANCHOLUSTORS AT MTG. STILE• • • • INTERLOCK ENDS - _ • _ SEE CHART', • FOR QUANTUM • • •• ••• •- •• • • • • •• • • • • • • • • 8 1 34 drawing , no. W10-31 Coh551 15 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i Sg EOCE DIST SEE SHEET 15 FOR ANCHORS 3 5/0• EDGE 6151.. •• x 0 a ViV Se 1 t-/ 1tl .' mm1 LwrroziorlisweszeosliweSiptee; ROW IR liuni . 1111 EDGE DIST. • • EOGO 3 5/6• Imli=il* )°0-u— POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK. HON -METALLIC Pe 5000 PSI MIN. NOT BY CCI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE SEE SHEET 15 FOR ANCHORS Nz N ,II, t M 0 .7 �, f iort®L_ .mIIiro!909I EDGE.0151. • • 3 K51 CONC. E000 11 ^ + 1141 EDGE •GIST.• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15.0619.06 expiration Bate 09/22/2020 By Mlam •isroductbontroi WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE 24 SILL COVER OPTIONAL SILL RISER REOO. FOR LOADS ABOVE +60 PSF • • • • • SILL RISER E5.1 REFOR LOADS ABOVE +60 PSF 5 11 I • J • ' -1-•1 •• ••• •• • 3KS CONC. • ••• •• • • • 1• THREE (3) TRACK DOOR DETAILS • • • • •• • • 6• • • • II i u 111• 1411,4 • • 522 IdJ�R10P0'••. �e Npllt�Y" 4nn11 za o. u 8� O 0 0 drawing no.. WIO-31 (eheet 1 6 of 28) 000 • • • • 000 • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 'TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2- MAX. PANEL WITH D.L.O. 0 REINF. AS REOD. SEE CHART ON SHEET 13 FOR CAPACITY 0 0 1X6 OR LARGER W000 BUCKS I OCK STII F EXTERIOR INTFRI OCK (REINFORCEO) 0 1/2- MAX. LOAD BEARING SHIN TYPICAL ARCH RS SEE EL FOR SPAC y INTERLOCK DOOR FRAME WIDTH (REINFORCED) c�. 6 TYPICAL ANCHORS ��----�, FOR SPACING SEE ELEV. ISI 7�. 2X6 OR LARGER W000 BUCK OR WOOD STRUCTURE EXTERIOR DOOR FRAME WIDTH 110 X 1-1/4. 5S PH 5M5 1 PER CUP 3 PER PANEL AT 1E' FROM EACH END AND AT MIDSPAN 18 X 3/4. 5S FH SMS 1 PER CLIP THREE (3) TRACK DOOR DETAILS ASTRAGN 1/4- MAX. LOAD BEARING SHIM 1 'Ilk METAL STRUCTURE TYPICAL ANCHORS rSEE ELEV. FOR SPACING • PRODbeT REVISED • • as complying with the Florida Building Code NOA-No. 15.0019.OS !xplratt n AajMl19 By MI dBFY%du • • • • • • • 0 S • • • • 1 • drowing no. W10-31 shoot 17 of 28 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• CI EDGE DIST. 1 3/4\1 cc 4•:• •,�� 3 HSI CONC, 51 w POURED & HARDENED HIGH STRENGTH GROUT NON–SHRINK, NON–METALLIC Fe = 5000 PSI MN. MUT BYC01 WINDOWS MUST TRANSFERR SHEAR LOADS TO STRUCTURE N Z tY g F 3 KSI CONC. 'SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS P At ED igimel' LLW,ut EDGE UST. SEE SHEET 15 FOR ANCHORS !Imi v II 1 1 -u-- i a) a) O 4 0 SILL IISER REDO FOR LOADS ABOV° 460 PSF EDGE UST. 3 KSI CONC. WEEP SIZE 1/4" % 1/8" LEFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE 2t SILL COVER OPTIONAL SILL RISER OPTIONAL FOR LOADS BOVE +60 PSF •• ••• • • • • • SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS • • • • • • PRODIIt.LT AdIS�g • • • as complying w the ROMs Building code NOA-No. 15.0619.06 Expir+tlo9 •091221 120 By • nVo • • WP o.og rod J L3 -U •• • • bNA4 v`%% 1 illi • •• • • • • ••• • • • 8 $ z U g n 0 drawing .n0. W10-31 (sheet 18 of 28) ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHI� f /10 X 1-1/4" SS PH SMS 1 PER CUP PANEL WIDTH D.L.O. 18 X 3/4" SS FH SMS 1 PER CUP WY WOOD BUCKS SEE NOTE SHEET 1 1/2" MAX. FIXED PANFI D L.O. NOM. PANEL WIDTH Ea INTERLOCK (REINFORCED) PANEL WIDTH TYPICAL ANC SEE FOR SPACI 28Y W000 BUCK OR STRUCTURE SEE NOTE SHEET 1 DOOR FRAME WIDTH EXT. DOOR FRAME WIDTH EXTERIOR L1 §oi 1/2" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. ,FOR SPACING EXTER OR DOOR FRAME WIDTH ASTRAGAL 110 X 1-1/4" SSPH SMS 1 PER CUP X 3/4" SS FH SMS 1 PER CUP METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. •• ••• • • �OOOR FRAME>DRI• • • • • FIXED PANEI, • TWO (2) TRACK DOOR DETAILS • •• •• ••• •• • PRODUCT REVISED as complying with the Florida Building Coda NOA-Flp. • • •15.081£146 expira ion Djt• 09/2 M •. • oc ki 1 3 drawing no. W1 O-31 [sheet 19 of 28) ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• '• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SEE SHEET 15 FOR ANCHORS REFER TO SHEET 15 FOR VARIOUS INSTALLATION COMMONS. EDGE DIST. 3 5/6" EDGE EDGE DIST. 3 5/8" EDGE DIST. 3 5/6" PRODUCT REVISED ins complyin with thin Florida B uilding Cod• NOA-No. 10.0619.06 Expiration Data 0912212020 B y / Miwml- Product Control WEEP SIZE 1/4" X 1/8" OPTIONAI, SLANT SILL ADAPTORS DECORATIVE (1) SILL COVER OPTIONAL POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK. NON-METALLIC ec - 5000 P51 MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE SILL RISER REOD. FOR LOADS ABOVE t80 P50 U D ® (.1 • • S • SILL RISER REQD. FOR LOADS ABOVE +60 PSF r5 • l��, -w• rioo.azao�icm�lCl@;d.�f�8 EDGE DIST. 3 516;• .tir 3 KS1 CONC. • :„ONa • 3 5/g •. • • .• • •. • • • - • • • •• • .3 K9 CONfi-. • • ••— •- • • • • • •• .. • •. • • 11 SEE SHEET 15 FOR ANCHORS ••• • • • FOUR (4) TRACK DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • . • • • • • • • • •• •• • • • .. .. ..• • • . ••• • • drowing- no. W10-31 (sheet 20 of 28) TYPICAL ANCHORS SEE • ELEV. FOR SPACING 1/2- MAX. LOAD BEARING SWM PANEL WIDTH METAL STRUCTURE TYPICAL ANCHORS SEE /ELEV. FOR ESPACING LEV. 108 OR LARGER WOOD BUCKS I/2' MAX. LOAD BEARING SHIM TYPICAL ANC SEE E FOR SPA 000R FRAME WIDTH. LOAD BEARING SHIM EXTERIOR 110 X 1-I/4' SSSMS P PN CUP, EXTERIOR1R 3 PER PANEL AT 18' FROM EACH END ANO AT MIDSPAN IR X 3/4' 1SPFH ER SMS SS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • 2X8 OR LARGER WOOD"BUCK OR WOOD STRUCTURE PRODUCT REVISED as complying with the Florida Building Cods NOA-No.—. _ 15.0619.06 Expiration D. 09/2212020 Ml �{! Mi■Tp• • Froa uc on ro FOUR (4) TRACK DOOR DETAILS • ••• •• • '—•- — •• • • • •• • • • ••• • . • rl NAL 11 1 drawing no. W10-31 (shoot 21 of 281 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • . • •• •• • • • •• •• 0•• • • • 0•• • • 110-16 x 1/2" HII SELF DRILUNG SCREWS AT 6' FROM ENDS & 12" G.C. U 0 90' CORNER © 115 CORNER 110-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12' 0.C. /10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" O.C. DOOR FRAME WIDTH 110-16 X 1/2" HH SELF DRILUNG SCREWS AT 5" FROM ENDS & 12" 0.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY • • •• ••• • • • • • •• • • • • • • • • PRGIDEer RNI'ED • • as complying with the Florida Building Code NOA-No. 15-0619.06 Explrat, ta09/2 41 By— Mieln-' •• duc ••• • • 08 „U EES r c 5 ••• • • • • ••• • • • • • • • • • • • • • ••o • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-31 � sheet 22 or 28) TYPICAL PAD PILE INSTALATION LOCATION ITYPICAL AT PANEL 4 CORNERS I EXTERIOR MOUNTED POCKETED JAMB SEALANT 1-1/0" MIN. EDGE DIST. TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENDS AND 9' O.C. INTO WOOD/CONC./METAL 6' O.C. INTO BLOCK ONLY 1-1/2" MIN. WOOD EMBED 1-1/4" MIN. BLOCK EMBED 1-3/4' MIN. CONC. EMBED 1/6 MIN. METAL THICKNESS CONC. / BLOCK WOOD METAL POCKET CAVITY NOT BY CGI NOT PART OF THIS NOP. TO BE REVIEWED BY AHJ PRODUCT REVISED as Complying with the Florida Building Code HOA -No. 19'0619.04 Expiration Date 09/22/2020 By •• • firm • • • Hs flm 0 S EXTERIOR • ••• •• • .• • • • _-• • _•• —• - • • • • •• - • • • • • • • , ss• • • • • • • NAT. rim 1 drawing no. W10-31 (sheet 23 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0410 • • • • 01041 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0.0 • • / �, A6 - M o CODE - PART No. DESCRIPTION MATERIAL MANOR. REMARXB E1 COI -183 FRAME SILL 2 TRACK 6083-76 CGI EXTRUDER - E2 CCI -151 FRAME JAM8 2 TRACK 8063-T6 CO EXTRUDER - z s 12 0 q q 1Fq{ g t V K GGGG L' i yI a 0 aC c4 u 8 j LN�p• C& G ]M� Q C 6 c o 8 0 t 1 / : J a 8 a 6i m 04 0 001.4P-ANL\W1, F3 CGI -166 FRAME 112A0 2 TRACK 6063-76 CGI EXTRUDER - E4 CGI -153 EXTERIOR INTERLOCK 6063-76 COI EXTRUDER - 65 C01-154 INTERIOR INTERLOCK 6063-76 CCI EXTRUDER - E6 C01-155 MAIN STILE 6063-76 CGI EXTRUDER - E7 CCI -158 TOP 6 BOTTOM HORIZ 6053-T6 CCI EXTRUOER - 25 03I-157 SILL RISER 6063-76 CCI EXTRUDER - E6.1 C01-181 ALT. SILL RISER(OP710NAL) 6063-T6 CO EXTRUDER - E9 CGI -155 INTERIOR TRACK ASTRAGAL 6063-78 CGI EXTRUDER - El CC1-159 INTERLOCK REINFORCING (LENGTH = FRAME M. - 8') 6053-T8 CGI EXTRUDER - SINGLE LOCK; FOR ALL PANELS WITHOUT CORNERS 211 001-152 FRAME SILL 3 TRACK 6063-76 001 EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT 212 CGI -161 FRAME JAMB 3 TRACK 6063-76 CCI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM E13 C01-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) Eu C61-155 011211 TRACK ASTRAGAL 6063-T6 CO1EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) EIS CCI -170 POCKET HOOK 6063 -TD 60! EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E76 CGI -121 7/16' GLASS GLAZING BEAD 6063-25 ,,COI EXTRUDER - E17 C01-123 1' GLASS GLAZING 82A0 6063-75 CGI EXTRUDER - il g A,. a Cst ,F{ 11XX `•, CGI Windows and Doors, Inc. 10100 N.W. 25Th STREET MIAMI, FL. 33172 m_ (305) 593-6590 FAIT. (305) 593-6592 Eta 004-1534 EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS; READ. AT 90' AND 135' CORNER PANELS ONLY EIS COI -154A INTERIOR INTERLOCK (OPTIONAL) 6063-76 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM Ego CCI -1564 MN STILE (OPTIONAL) 6063-76 ccl EXTRUDER BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HO -3310141) 221 CCI -1564 TOP & BOTTOM HOI6Z (OPTIONAL) 6083-76 001 EXTRUDER - SECURED WITH (2) 10-24 X 1/2" FH SCREWS E22 CCI -156A ASTRAGAL (OPTIONAL) 6063-76 CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 C41-1884 OUTER -TRACK ASTRAGAL (WIRRAL) 6063-T4 Cc1 EXTRUDER - CONNECTING BAR (PART #HD -3310142) -, 224 001-180 DECORATIVE SILL COVER (OPTIONAL) 6063-76 CGI EXTRUDER - ZINC HANDLE SET E25 CGI -184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6053-16 001 EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" 01-1MS 226 C01-157 2. 3 & 4 TRACK FRAME HEAD SCREW COVER 6053-T5 001 EXTRUDER - STEEL KEEPER (PART #HD -3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS 227 001-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-15 CGI EXTRUDER - E26 C01-1028 FRAME HEM 4 TRACK 6063-T6 CM EXTRUDER - E29 C01-1029 FRAME SILL 4 TRUCK 6063-76 C01 EXTRUDER - E30 C01-1030 FRAME 4A15 4 TRACK 8063-76 001 EXTRUDER - 231 CG1-1057 FEMALE CORNER ADAPTOR (90') 5063-26 CGI EXTRUDER - E32 001-1056 FEMALE CORNER ADAPTOR (135') 6063-76 COI EXTRUDER - E33 CGI -1059 MALE CORNER ADAPTOR 6063-16 COI EXTRUDER - 111 ' C01 -382V GLAZING BULB VINYL (WROMETER 75-80 SHORE A) PVC - - ,-" Tc K El_ 7 A R g b ~` g 4 1 M2 CGI -171C FIRED PANEL CUP (2-1/2" LONG) 6063-T5 _ - 3 0 FIXED PANEL M3 c01-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL 1410 cO-176 FRAME HEAD ANTIUFT & PAD PILE 19001/NYLON SUWVAN 1 PER INTERLOCK/ASTR. MII W23201NC PILE WV CENTER FIN WOOL ULTRAFAB OR EOUN. - 1412 - BOTTOM RML STIFFENER, 1' LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL 1113 TA -51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS 5T/ST AMESBURY 2 PER OPERABLE PANEL 14134 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST • AMESBURY 2 PER OPERABLE PANEL M44 000-500 DUAL MORTISE LOCK _ ST/ST SULUVAN ATTACHED 70 SGO-503 t 4114A PSOI-0036-117 DUAL MORTISE LOCK 5T/ST INTERLOCKS ATTACHED TO NM MI5 SGD-507 KEEPER ZINC SULWAN NST. W/ 7 110X3/4" PH L, ♦ a 4 S'': b lc r2 0 c 0 5 x J 4115A 500-5076 KEEPER ZINC INTERLOCKS INST. W/ 2 jIOX3/4" PHo Me SCD -503 RECESSED ADAPTOR ZINC SULLIVAN RIM W/ 2 j10X3/4' FH • • • • • • • • • • • • 4116A PS01-0036-117 RECESSED ADAPTOR • 21NC INTERLOCKS MSL W/ 2 11003/4' FH • • • • , r� d ,1 y L 4.-^ 4 k ip1 i �.--� 1• 4f 1 5117 SCD -5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - - • • • 5116 542300M4 HANDLE SET OPTIONAL 21110 SULLIVAN - • 1 I •• A7 M18 5652000 SILPRUF SEALANT SIUCONE GE - PRODUC�1- hEVtSED •0 .�� Nei''' i 4420 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULWMN OR MUM 4 PER PANEL •5 complying with the Florida , L1 ;• Building Codi _ 4121 W5-202 HEAD AND SILL SMALL PLE PM WOOL ULTRATM OR EQUIV. 1 PER INTERLOCK/ASTRAGAL NOA-No. 15-0619.06 � 70602 •• = M22 WS -201 - SILL INTERLOCK POE PM WOOL ULTRAT48 OR EQUIV. • • �• r •; Expiration Bre - drawing n0. W10-31 M23 N0-12-10042_ „350' REACH POCKET SFA. - - AMESBURY - c� • • _ 1 02 - /10 X 1 1/4' LG. PBL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER ii�lll` By • R • ' . • F �i� s'• • MI•m ■SI o Centr6l • *A.,.10'..(0 •• • • 71' ONAi"ON I I L (sheet 24 of 28) 0410 • • • • 01041 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0.0 • • 41 0 0 • • • • 4100 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 0.0 • • • 00• • • -y 1.340 -1 r-.675 120 1.340 ( y \ 4.735 .070 5.921 .070 3.255 4.250 '070 •995 _ .050 .975 .9951 .975- 050 AL-FAROOQ CORPORATION ENGINEERS do PRODUCT DEVELOPMENT 93130 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (CAS: 3538) TEL(305) 26441100 FAX (3057282697S_ . .860 71�.-1 1.250 .847 0 0 GLAZING 1.184 BEAD --I 0 GLAZING 1.184 F-- BEAD 3.255 _ 4.250 .07o Q FRAME HEAD (2 TRACK) I 0 FRAME HEAD (3 TRACK) .075 .070 2.800 .075 1 070 I 2.600 LNA. GLASS 1651)1.. LAM. GLASS .995 i .995 1.508 - 1.106 TOP/BOTTOM HORIZ (OPTIONAL) e7 TOP/BOTTOM HORIZ .725 .065 .664 --7 060 1.831 - - 3.000 1.- I --r� f J �L--J 3.000 .070 .995 T 1.501 .640 .753 -1 J 1 .125 r.070� 4.735 E1 FRAME SILL (2 TRACK) 5.921 0 FRAME SILL (3 TRACK) OD FIX. PANEL CLP .156 - f 1.480 f 6 1.418 1.490 ��. 1.415 3.000 If 11 (Me SENNA. 150 ALUM SIJDING puss DOOR (LM..) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 fAX. (305) 593-6592 120 0 "-'2.005-- E6 2.005 MAIN STILE 3.750 1-.155 3.750 2.755 125 EXTERIOR INTERLOCK (OPTIONAL) 070 0 1.366 HAM .695 3.750 STILE (OPTIONAL) 3.000 .265 2.755 .125 3.000 f .070 1.610 { I 1.870 1 .095 ,995 .095 3.510 -- 3.572 SILL RISER (OPTIONAL) 1.610 1.870 1.770 •0601.415 1.600 1 11 .070 3 572 1.770 1.415 •060 3.168 .070 1.625rs .070 FF�+�:�� 2.005 .. E6 Q 2.005 INTERIOR INTERLOCK �:'B70 ® OUTER ----2.005-d TRACK ASTRAGAL STILE E9 INTERIOR - - 2.005 TRACK 1.255 - ASTRAGAL STILE .552 �� i ® INTERIOR INTERLOCK (OPTIONAL) i 3K r. & a �. E o r W g ... S �t z t �- 1 ® 2.120 - 0, Ey INTERIOR - 1.255 2.005 .- TRACK ASTRAGAL .572 893 1` 1.166 -- POCKET HOOK (OPTIONAL) 741 i 1.501 060 1.031 1 .825 f>♦, J 2.591 3.341 1 E4 .158-+ ---3.000-- EXTERIOR INTERLOCK 3.750 r.155 1.920 2.670 .062 n •• -• .070 +- ® •Iiii���iii • • 1--.625 e• • • E� SILL .82• • • • RI6ER•(O II • • • 1P • 10i .L) • + m I.--1.825 .125- r---� `.125 1 a- 1.310 IL o g •1 1 S - 1 3.510 SILL COVERtOPTIONl1l •, • • • - • r 1.600 1.670 •• ••• •• PRODUCT REVISED • t ,P,. S ► ii� '';)iii�F'•., .. --•�+ I as 1 Ing with the Florida Building Code NOA-NJ.' •• •• 45-0619011 •com P. 0592 . • •;•4c 2.005 -+II • • Expir trnDato09/22/90120 '' ��+ '•.- - 0 INTERLOCK REINFORCING drawing no. W10-31 • • • • • •F By • •'% `S f•ter?p' G CO OUTER TRACK ASTRAGAL (OPTIONAL) MI • °duct Conti!• r S/Oiht 11111 sheet 25 GT 25) 41 0 0 • • • • 4100 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 0.0 • • • 00• • • .510 .060 3.52E ( .280 640 CO FRAME HEAD COVER .774 1 1.330 1.886 1.347 2.581 Eat FEMALE CORNER ADAPTOR (901 FEMALE CORNER ADAPTOR (135) Eu MALE CORNER ADAPTOR FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) .344 A60J FRAME SILL. COVER • FRAME JAMB COVER C) FIXED PANEL CLIP za S �p 0 opp 0 4g g1.01 RUE 0 0 8 • •• ••• • • • • • •• • •• • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. • 1694)619.06 • Expiration:at• /22/20 By Mlem 1' rot)pct A 8 8 0 d 2 c A 2 h O 0 ,v� 17- o O co O M) 'O 3• n C Z Li 0 e 0 8 Y g fi drawing- no. W10-31 (sheet 28 of 28 ••• • • • • ••• • • i • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .657 -\ FRAME HEAD (4 TRACK) 1.250 .050 2.600 7 v r 7.700 FRAME SILL (4 TRACK) FRAME JAMB (4 TRACK) FRAME TOP CORNER. 4 TRACK SHOWN . •• ••• • •- • • • •• • • • • • • • • • • • • • • • • •• ••• •• • PRODUCT REVISED as complying with the Florida Building Codi NOA-No. • •W818.08* • Expiration gate .422/20 •ro FRAME BOTTOM CORNER 4 TRACK SHOWN z giogi 021,1,1 81121 p(n M 66. 0€ 0 S 0 -q 8 0 r-' drawing no. W10-31 sheet 27 of 28) ••• • • • • ••• • • • • * • • • • • • • • ••• • • • • • • • • • • • 0 • • •• •• • • • •• •• ••• • • • ••• • • yRAME TOP CORNER 3 TRACK SHOWN FRAME TOP CORNER 2 TRACK SHOWN PANEL TOP/HOTTOM CORNER LITTERED BEAD CORNER (TYPICAL) FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN • VEL TOP/•OTTOM SOWER* ntlikeE BEAT%tthRNrt PTI.JAL • •• ••• •• • PRODUCT REVISED •• complyyln with • Piorid■ Buildin Codd• dm NOA-N� • 15.0616• • -Explr tI n Da1A09/22I O- • • By• • • • MIA oduct Conttbl • • • •• • • • • • • ••• • c d r. 72. O. OK r droning - no. W10-31 sheet 28 of 28) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •••. • • • ••• • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax (305)756-8972 nspection Number: INSP-293987_ Inspection Date: January 24, 2018 Inspector: Riveron, Alexis Owner: BOURNE, DWIGHT Job Address: 969 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: DEPENDABLE SHUTTER SERVICE Permit Number: WS -11-17-2578 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060060031 Phone: (954)583-1411 Buitding Department Comments INSTALLING CGI IMPACT WINDOWS AND DOORS (16 Opening Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-292092. 12/15/2017 by DAVID MARINO January 23;2018 For Inspections lease call: (305)762-4949 Page 1 of 1