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WS-16-2707 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-268365 Permit Number: WS-10-16-2707 Scheduled Inspection Date: December 06,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: YAO, LIANNE&JOHN Work Classification: Window/Door Replacement Job Address:712 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060141920 Project: <NONE> Contractor: PRESTIGE WINDOWS&DOORS Phone: (305)820-5999 Building Department Comments REPLACING 5 DOORS 1 GARAGE DOOR AND 26 Infractio Passed Comments WINDOWS TO IMPACT INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 05,2016 For Inspections please call: (305)762-4949 Page 11 of 28 ik Na Miami Shores Village g Fttt� "jljkteill4 � 10050 N.E.2nd Avenue NEaS n � 8 � Miami Shores,FL 33138-0000 l Phone: (305)795-2204 1 tJ''K NII' a Expiration: 04/02/2017 Project Address Parcel Number Applicant 712 NE 95 Street 1132060141920 LIANNE 8 JOHN YAO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LIANNE&JOHN YAO 712 NE 95 Street MIAMI SHORES FL 33138-2515 Contractor(s) Phone Cell Phone $41,906.00 Valuation: PRESTIGE WINDOWS&DOORS (305)820-5999 Total Sq Feet: 610 Type of Work:REPLACING 5 DOORS 1 GARAGE DOOR AND Available Inspections: No of Openings:32 Inspection Type: Additional Info:REPLACING 5 DOORS 1 GARAGE DOOR AND Window Door Attachment Classification:Residential Final Scanning:6 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $25.20 Invoice# WS-10-16-61567 DBPR Fee $6.30 10/04/2016 Credit Card $517.80 $0.00 DCA Fee $6.30 Education Surcharge $8.40 Permit Fee $420.00 Scanning Fee $18.00 Technology Fee $33.60 Total: $517.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUM ,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT- fy at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and mg. F rmor authorize the above-named contractor to do the work stated. October 04,2016 Auth Signature: / Applicant / Conffa /7 Agent Date Building Depart t Copy October 04,2016 1 Miami Shares Village RECEIVED Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �v► BUILDING Master Permit No. L S 1 (D- 2- -4 —4 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q L CONTRACTOR DRAWINGS JOB ADDRESS: rl I ;)- Jj E I,� S I City: Miami Shores County: Miami Dade zip: 3 3 )3(� Folio/Parcel#: 11 -3Q06- Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Li a n c)e, )L) Phone#: `i�L9- a3 - 7 d l 7 Address:-11 -,)- TIE 95 S+ City: m i ci rcm s Shn f-c�) State: F 1 Zip: 73--75) 3 R Tenant/Lessee Name: Phone#: Email: 1 CONTRACTOR:Company Name: T)Ire-5A i e_� aIrN L 3; 4z a�'6r 5 Phone#: 3DS RSD.5 99 Address: 55 eQ /V L,) I(.9 I 5� City: Q YY) i State: r I Zip: ,530 I LI Qualifier Name: C'r i 5 4 i r)rj_ ')C_0' U 2Zh Phone#: (ep's-) 8 5-/7? State Certification or Registration M C-_BG I aL 5;) )U E I Certificate of Competency M DESIGNER:Architect/Engineer: 6"P j �� Phone#: Address: koa 15W 1Z Ave City: el-4 1 cr � tate:J—Zip:'33q/Z Value of Work for this Permit:$_ L//,90 Square/Linear Footage of Work: &IC-3 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repai Replace ❑ Demolition Description of Work: =QbQg 'Sq� xf o 2(,o ��( 5 Specify color of color athru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Tralning/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Reviwd02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. '. Signature ,&A—ASignature OWNER or AGENT CONTRA9—zz The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ZS day of ,20 X. by 3 day of C - 20 Ke .by LJ-�une Yam .who is personally known towho is personally known to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign �� Sign: Print: CARBOML rint: C KAM CNOOML ••= MYCOMMB8i0 ► DSS• Seal: IS 1•sP 1h11,� eal: +dam a'' BondedTMuN�yPutUndelwsta w�►+�s+sssssssssssssss�erssews• •sass ss s�eas�ts��►**�*ss�rsssssssss�rssssrsss�►s�esss.sss�ess*s*r�ss�sssssss•ssssss APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miamishores villag e �!°193,1 Building Department KENN a �...� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 R Fax: (305) 756.8972 InsRection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors;sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress 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). Acknowledgemen C���fir�� ier/ a Si re Date Print Name u+ -4 aD a 8 D > r IL`i d NJ 3 +'� � to u i ` RECEIVED a OCT 0 4 2016 n 4, 0 =E a 7 0P 0 Miami Sar�e APPRO\iED BY D 1 _ � : pp ONING DEPT w; w LDG DEPT ° W UBJECT_Cc%chiPuka WITHALLI- q m �A Ia O v Job dame: E ..I. . . .. Yao Residence 712 NE 95 St. INDO S ,DO :S•t .•• demi Shores, FI.33138 W W W . P R E 5 T I G E W , N D 0 0 R - C 0 M . . . ... . . . . . .. . . . . . . . . . . . .. . . . . . .. ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . RIJESTIGE WINDOWS &DOORS WWW PRESTIGEWINDOOR . COM Job Name: Yao Residence Job Address: 712 NE 95 St. WINDOW/DOOR SCHEDULE Mark ISize Sq.Ft. Type lNoa Noa Press Calc.Press 136"x 80" 19.9 FD 16708.1 -65.0/+65.0 -41.6/+38.2 2 37"x 73.5" 18.4 SH 15-0512.10 -75.0/+75.0 -41.6/+38.2 2 37"x 73.5" 18.4 SH 15-0512.10 -75.0/+75.0 -41.6/+38.2 3 53"x 50.25" 18.04 HS 15-0929.13 -65.0/+65.0 -50.0/+38.2 4 53"x 50.25" 18.04 HS 15-0929.13 -65.0/+65.0 -50.0/+38.2 5 53"x 50.25" 18.04 HS 15-0929.13 -65.0/+65.0 -50.0/+38.2 6 19"x 38.25" 4.7 SH 15-0512.10 -75.0/+75.0 -43.4/+40.1 7 15.5"x 39.25" 4.2 Fixed 15-0413.03 -80.0/+80.0 -43.4/+40.1 8 74"x 50.25" 24.9 HS 15-0929.13 -65.0/+65.0 -48.9/+37.7 9 53"x 50.25" 18.3 HS 15-0929.13 -65.0/+65.0 -50.0/+38.2 10 36"x 38" 9 HS 15-0929.13 -65.0/+65.0 -43.4/+40.1 1174"x 62" 30.9 HS 15-0929.13 -60.2/+60.2 -40.6/+37.2 12 29.75"x 86.25" 17.9 FD 14-1015.04 80.0/+80.0 -41.6/+38.2 13 67.25"x 61.25" 27.9 HS 15-0929.13 -60.2/+60.2 -47.9/+37.2 14 58.5"x 63" 25.7 HS 15-0929.13 -60.2/+60.2 -48.9/+37.7 15 58.5"x 63" 25.7 HS 15-0929.13 -60.2/+60.2 -41.1/+37.7 16 58.5"x 63" 25.7 HS 15-0929.13 -60.2/+60.2 -41.1/+37.7 17 58.5"x 63" 25.7 HS 15-0929.13 -60.2/+60.2 -41.1/+37.7 18 71.25"x 80" 39.3 SGD 15-0619.06 -60.0/+60.0 -46.4/+36.4 19 53"x 25.5" 9.5 HS 15-0929.13 -65.0/+65.0 -53.6/+40.1 20 53"x 25.5" 9.5 HS 15-0929.13 -65.0/+65.0 -53.6/+40.1 2153"x 25.5" 9.5 HS 15-0929.13 -65.0/+65.0 -53.6/+40.1 22 18.5"x 63" 7.8 SH 15-0512.10 -75.0/+75.0 -53.6/+40.1 23 26"x 25.75" 4 SH 15-0512.10 -75.0/+75.0 -43.4/+40.1 24 36.5"x 79.75" 19.9 FD 14-1015.04 -80.0/+80.0 -41.6/+38.2 25 52.25"x 53.5" 19.3 HS 15-0929.13 -65.0/+65.0 -41.6/+38.2 26 19"x 38" 4.7 SH 15-0512.10 -75.0/+75.0 -43.4/+40.1 27 37"x 50.25" 12 HS &6-9929.13 -' -u.A/+65.0 -42.4/+39.0 28 34"x 80" 18.6 FD .:LVM . :6s p/-M5.0 -41.6/+38.2 29 52.5"x 37" 13.5 HS 154929.13 65.0/t65.0 -51.5/+39.0 30 52.25"x 37" 13.2 HS 15-0929.13 -65.0/+65.0 -51.5/+39.0 318"x 7" 56 GD 1 0531 5 62.01t.54V -44.7/+35.6 32 53"x 50.25" 18.3 HS 1 29!1X65. X65. -50.0/+38.2 .0 i, i I; p-. C 1 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR -- COMMERCIAL SIZES .f-.tr.• {� tw.:•rnar•ti..e.•vf..n.._...v...y....•...v.•...:E e..n+;�F,v ..,qrv:-�v:u. �.. .q. v.t::a. � 4.;..f r.....:.: : er• 7� !y.•� , i; H■:� tR,O�► X110:F Ol ld BU's d :tc i ,f : ' rE.._. 'eL ..fit....f.Kt ff.t.rt'd.•.. .:4... .....1.: J:f:.. 1'".t J4. .... ...-. .. .... .. . .... ,.. DADE CO., FLORIDA C113 THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO,BASED ON THE FOLLOWING ASSUMPTIONS: BUILDING PRODUCTS 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) A Grffcxi Carnhony ACCORDING TO ASCE7 CALCULATION METHODS. 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE. 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 16093.L NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1:SPECIFIC INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXTSMALLESf DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES.FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSIF) _ MEAN ROOF HEGHT P 161 1 18, 19, 20 21 j8'17] + .7 +36:0, -4 + .4 •45.7 + 6. -46. +37.3, -46.8 +37.7 -47.3 +3 .0 -47.7 +35.2 -44.0 +35.7 -44.5 +36.1 -45.0 +36.5 -45.5 +36.9 -46.1 +37.3 -46.6 +37.6 -47.0 Fa 9x7 +35.3 -44.1 +35.7, -44.6 +36.1, - 5.1 +36.5 -45.6 +36.9 -46.1 +37.4, -46.7 +37.7 -47.111 0 9x8' +34.9 -43.4 +35.3 -43.9 +35.8 -44.4 +36.2 -44.9 +36.6 -45.4 +37.0 -45.9 +37.3, -46.3 16'x7 +33.8 -41.1 +34.2 -41.6 +34.6 -42.0 +35.0 -42.5 +35.4 -43.0 +35.8 -43.5 +36.1 -43.9 16'x8' +33.4, -40.4 +33.8 -40.9 +34.2 -41.3 +34.6 -41.8 +35.011 -42.3 +3S.4, -42. +35.7 -43.1 O 18'x7' +33.5, -40. 3 + . -40.9 +34.3 -41.4 +34.7 -41.9 +3S.0, -42.4 +35.4 -42.8 +3 .8 -43.2 18'x +33.1, -39.81 +33.5 -40. + 3. -40. +34.3, -41.2 +34.7,-41.6 +35 3 -42.1 +35.4. -42.5 WORST CASE DESIGN PRESSURES JPSFj HEIGHTMEAN ROOF 2 z 8'x +3 S. , -4 +3 .7 -48.6 +3 . - .0 +39.4, -497 8'x8 +38.0, -47.4 +38.3 -47.8 +38.6,-48.2 +3%0,.-48.6 9-x7' +38.0, -47. +38.3 -47.9 +3 -48. +39.0 -48.7 C1 9'x8' +37.6 -46.7 +38.0 -47.2 4-38.3, -47.6.+38.6. -48.0 Z 16'x7' +36.4 -44.3 +36.7 -44. +37.0 -45.0 +37.4 -45.4 9 161x8 +36.0 -43.5 +36.3 -43.9 +36.7,--44.3[+37.0 .44.7 0 18'x ' +36.1 -43.6 +36.4 -44.0 +36.7 -44.4 +37.0 -44.7 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3 -43.6 +36.5, -44.0 �pG �t�6, f.I �� -� 4 -sTHIS CALCULATION SHEET IS ONLY VA_I.ID No 6 286 FOR THE FOLLOWINGS BRANDS: CLOPAY,W *s IDEALs AND HOLMES. =-a. �• ��� �� '9a: STATE OF ,Ar.. li • • • • • • • • • . . �+ �. .�1♦� Scott Hamilton P.E. ' " ' ' ' r��� 8585 DUKE BLVD. .. ... .. .. Zr l �L,E,��� MASON, OHIO 45040 L_ r�iltt1"��sz (513) 770-4800 •�• ��� ••• •.4/27/2012 FLORIDA.P.E. No. 63286 ••• • File:DADE CO WORST CASE 2020 R01 [RETROFIT] •• • • • • • • • • • • 08/17/2016-11:11am RECEPTION V:U'rojects\2014-MPS1400 Wind Charts\ Reference=-MP514.4W Series C&C(Current)Jeff dm Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributery Area Ft Roof Tribute Area(S Ft) 1. TABLES ARE INTENDED TO DF,P;LT THP'WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITIeAt C QN-Of ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 40 USE OF CRITICAL CO S7 NNS- FOR _ THESE TABLES. 0-15 ft 43.4 42.4 41.6 41.1 40.6 2 - 53.6 -53.5 -SOA -48.9 -47.9 47.1 46.4 45.8 45.2 2.TABLES VALID Ofi ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 3 TABLES VALID ALl R F, _ APPLICABLE REDUCTIONS FOR ROOF SLOPES +40.1 +39.0 +38.2 +37.7 +37.2 +3 8 t6_ +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LESS THAN 10°S 1'ET4FP B INEER AS A SITE SPECIFIC CONDITION. 44.0 43.0 42.2 41.6 41.1 - 4 -S4.4 -52.2 -50.7 49.5 -48.6 47.7 47.0 46.4 45.9 4.IDENTIFY THE B I VC ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft + 16 ft ��6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI 115 +40.6 +39.5 +38.8 +38.2 +37.7 + 3,- 3 5 S.ALWAYS ROUND 1,iE _ G` VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 44.6 43.5 42.8 42.2 41.7 41.3 - 41 3 17 ft 55.1 -52.9 -51.4 -50.2 49.2 48.4 47.6 47.0 -46.5 6.CALCULATE THE TRIB OF`, E OPENING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +374 + 6.8 +41.1 +40.0 +39.3 +38,7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MUL BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 45.1 44.0 43.3 42.7 42.2 41.8 41.4 41.1 40.8 18 ft 55.7 -53.5 -52.0 -50.8 49.8 48.9 48.2 47.6 47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT 2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38,2 +37.9 +37.5 +37.3 +41.61+40.5 +39.7 1+39.11+38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 19 ft 45.7 -44.6 43.8 43.2 42.7 42.2 41.9 41.5 41.3 -56.4 -54.1 -52.6 -51.4 -50.4 49.5 48.8 48.1 47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft 46.2 -45.0 44.2 43.6 43.1 42.7 42.3 42.0 41.7 ZO ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 49.3 48.7 48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +42.6 +41.4 +40.6 +40.0 +39.5 +39,1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 46.6 45.5 44.7 44.1 43.6 43.1 42.8 42.4 42.1 -57.6 -55.3 -53.7 -52.1, -514 50�;, 49.8__49.2 48.6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft _. MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.11+40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 +49,4-.1-t39 + +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 47.1 45.9 45.1 -44.5 44.0 43.6 43.2 42.8 42.6 -58.1 -55.8 -54.2 5 - .6 49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +43.4 +42.3 +41.5 +40.8 +40.3 +39,9 +39.5 +39.2 +38.9 22ft +43.4 +42.3 +41.5 39.2 +38.9 GENERAL NOTES: 23 ft 47'5 46.4 45.6 44.9 44.4 44.0 43.6 43.3 43.0 23 ft 58.7 -56.4 -54.7 {5 50.1 49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4 Y $.S +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART OR 3•USING THE 24 ft 48.0 46.8 46.0 45.3 44.8 44.4 -44.0 43.6 43.3 24 ft 59.2 -56.9 -55.2 5§ ,„ 23 6 -50.0 CRITERIA R DES GN IS BASED ON AS OUTLINED HEREIN. 3 SECOND GUST(WIND VE LQCITY)FO SPEED SPEED�p •• +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +416 +413 140.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USG WITY ESSEMTAL FACILITIES OR ASSEM�l4 a 48.4 47.2 46.4 45.7 45.2 44.7 44.4 44.0 43.7 -59.7 -57.4 -55.7 -54.4 -S3.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR MAT TEWWN USE Q W *THESE TABLES• 2S ft 25 ft NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GtEpi-+/-0/8)FOR USE • +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY US "RECTIONARMI MOTOR)Wr"•••• 48.8 47.6 46.8 46.1 45.6 45.1 44.7 44.4 44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -S2.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VEL CANE ZONE.TABLES ARE FOR • 26 ft +455.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45,0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. ••• 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECK�[[ WING. THF•Sg WLES ARE� • 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 VALID WHEN SIGNED&RAISED SEALED BY FRANK 1•B�O,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRAYpE>:I N WIND� _'_cRw AS LISA•• 49.5 48.3 47.5 46.8 46.3 45.8 45 4 4S 1; -44.8- -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 1.; 28 ft COEFFICIENTS LISTEQ.HEREIN$ffAL�$E D CTATEDWMD WWWIED BY THEtG WWNING *go** • +45.7 +44.51+43.6 +43.0 +42.4 (i; +41. +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM D.P D R N ARIlAN17 FOR APPLICrBII1TY OF TABLE 49.9 48.7 47.8 47.2 46.6 4;2 ; 61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE ISO • •• 0000 •••••• 29 ft 29 ft S.THIS SPECIFICA IS Y P ODUCT APPROVED • +46.0 +44.8 +43.9 +43.3 +42.7 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +415 +41.2 CERTIFICATION. RE .A Y _ CRITERIA ANb OTHER • -50.3 49.0 48.2 47.5 47.0 4 J+ 62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE 1YON OPPAN APPLICVILITY F THESE T�gL�• • 30 ft i:� 30 ft VALUES WHICH IST $ .V $Y. 1N. CCORD CE WITH�Qj(F�jt�)�IG CODES.' +46.3 +45.1 +44.3 +43.6 +43.0 +d - +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 6.ADHERE TO ALL (1 M GT{RDINAN 32 ft -51.0 49.7 48.8 48.2 47.6 4 " w32 ft 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATION' E OF'JRE HOST STRUCTURE. •s•••s +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7- 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.11S.EXCEPT AS EXPRESSLY FR EIN,NO ADDITIONAL CERTIFICiTi(�NS OR • • 51.9 -50.7 49.8 49.1 48.5 48.0 47.6 47.2 46.9 64.1 61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. • • • 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=ICH OF LEAST HORIZONTAL DIMENSION OR%O OF MRH, PEAK ROOF 53.4 -52.1 -51.2 -50.5 49.9 49.4 49.0 48.6 48.3 65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4°k OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 49.8 49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 ROOF EAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 I k0 -57.1 -55.7 -S4.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 I ® IQ 4 Y 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 5 5 , -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 ELEVATION `� 60ft +53.6 +52.2 +S1.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES '�v ISOMETRIC o INIETISSUEg DRGSSM TSB D°D TE 2 5TH ED. FLORIDA BUILDING CODE ENGINEERING CIL ~� m �T i ^ oI m 3 REI-ADJUSTED HEIGHTS GSS TSB 04/09/12 10 r2014� EXPRESS`� m REV 2014 FBC DGM TSB 06/10/15 ` A R - - ASCE 7-10, CHAPTER 30 co a°o7A orricE: C� z (n m 160 SW 12th AVENUE, SUITE 106 - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 8 cl THIS DOCUMENT IS THE PROPERTY OFENGWEERWGEXPRESS. MASTER PLAN SHEET v P:(954)354-0660 F:(954)354-0443 AND SHALL NOT RE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 am WRITTEN CONSENT OFDWEERINGEXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM O n ADDMONS,OROTHERMAMGSTOTHISDOCUMENTARENOT ASCE 7-10 o, E N G I N E E RI N G EX P RESS.CO M PERMITTED AND INVALIDATE OUR CERTIFICATION. MIAMNDIADE MIAMI DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Wfiami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Steel Pan W8 Sectional Garage Door up to 91-0"Wide(DP+54.0,-62.0 PSF) APPROVAL DOCUMENT:Drawing No. 103287,titled"Steel Pan Door up to 9'W+54/-62 PSF",sheet 1 through 3 of 3,dated 03/03/2005,with revision 06 dated 04/2016,prepared by Ciopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track, bottom angle,or inner surface of a panel. 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 ceuse 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 egtire•14C�(jhjA);p;ovided to the user by the manufacturer or its distributors and shall be available"forinspet6on'at le�ob site at the request of the Building Official. This NOA renews and revises NOA#15-0603:02 and consists of this page 1 and evidence pages E-1 and E- 2,as well as approval document mentioned above. ... The submitted documentatipp was revlelvep jy Cj*kjos�L Utrera,P.E. •• NOA No 16.0531.05 aE toMUExpiration Date: September 15,2021 0:0 • . 0 Approval Date: July 21,2016 .J'' 1 G : Page i •• • . •• .. Clopay Buildfina Products Comanv NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Drawing No. 103287,titled"Steel Pan Door up to 9'W+54/-62 PSF",sheet 1 through 3 of 3, dated 03/03/2005,with revision 06 dated 04/2016,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 9'x 8'24 ga steel garage door Model 94W8,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0622.01-15, dated 07/13/2015,signed and sealed by David W.Johnson,P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.7890,dated 10/01/2014, signed by Idalmis Ortega,P.E. "Submitted under NOA#05-0316.01" 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 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of Specimens A,B,C and D Clopay Model 94,9'x 8'24 gauge garage doors,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0827.01-04,dated 10/22/2004,signed and sealed by William F.Wescott,P.E. C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company,dated 05/23/2016, signed and sealed by Scott Hamilton,P.E. "Submitted wider NOA#05-03.1&01" 2. Fastener Attachment Calculations prepared by Mark Westerfield,P.E.,Sheets 1 &2,dated 03/03/2005,sigaed ana.sealad NkI9 Wbfterfield,P.E. . .. . . . . %:... ... .. .. . . . . . .. . . . oy t3�Zo16 . . . ... ' ' . . . Carlos M.Utrera P.E. ' Product Control Examiner . .. . ' . . . . .. NOA No 16-0531.05 Expiration Date: September 15,2021 ... . ... Approval Date:July 21,2016 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . r � Clopay Bw7diaa Products Comganv NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 5d`edition(2014)FBC issued by Clopay Building Products Company,dated 05/23/2016,signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 05/23/2016,signed and sealed by Scott Hamilton,P.E. "Submitted under NOA#15-0225.04" 3. Statement letter of code conformance with the 2010 and the P edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015, signed and sealed by Scott Hamilton,P.E. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . . ... Carlos NL Utrera,P.E. . ' ' ' ' Product Control Examiner . . .. . . '• ' • •. . . .• NOA No 16-0531.05 Expiration Date: September 15,2021 0:0 . . . . 0:0 . . Approval Date:July 21,2016 . . . . V: . . . . . •• •• . • . •• •• ... . . . ... . . 4 3 1411F 2 1 CL OPAY MODELS 94 84A 93 98, 4F, HOLMES MODEL 48 SHEET] REVISIONS I OF 3 REV. NO. ZONE DATE ECN NO.I APPVD:I DESCRIPTION END STILES ATTACHED TO DOOR SKIN WfIH PATENTED TOG-L-LOC SYSTEM.ALL SECTIONS HAVE(2) 04J/201 - SH AFFIRMED COMPLIANCE WITH 2010 HBC. { CLINCHES AT THE TOP AND(2)C130-CES AT THE WTTOM OF EACH END STILE. 05 - 2/2018 - SH UPDATED ODDE COMPLIANCE STATEMENT. END STILES ON 18'SECtIONS HAVE(4)CLINCHES EVENLY DISTRIBUTED ACROSS THE FACE OF THE SECTION. _ 4/2016 - SH REVISED SECTION C-C BASED ON NEW TESTING. END STILES ON 21'SECTIONS HAVE(6)CLINCHES EVEMY DISTRIBUTED ACROSS THE FACE OF THE SECTION. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.ATTACHED WJ PATENTED D D TOG-L-LOC SYSTEM(TWD TOP RAIL&TWO 13DTTOM RAIL)AND URETHANE ADHESIVE (ALONG CENTER). —" ROLLER END HINGE.SEE VIEV'B'. CI INTERMEDIATE HINGE. #14.5/8' SHEET SEE VIEV•C. METAL SCREWS -1 •R 4'.3/4'SELF�FGR SAIL& N 9�_'TA/PPING SCREWS 0 •••••• •••••`•' 14 GA. END HINGES 18 .A 1 RM D AT MNGE • 3 • • TION MEWMEW "Q •• 3 LSD3TH SDID ••••• • •••• ® EW STILE. • • 000 •••••• • • 101"80OR WIDTH=9'-0' OUTSIDE • INSIDE ELEYATKN HANDLE LOCK BAR •••••• •••• ••••s• ENGAGES IN • • • TRACK ON • 6690 • •• EACH SIDE • • • • OF DOOR. B •••••• �JTCInF 1[FVFO LnrK WRH • • TOCK 8 LOCKING 0 OF SLIDE BOLT LOCK SNAP LATCH ENGAGES DIM HEIGHT SECTIONS ENO ENGAGES INTO ONTO��� TRACK. VERTICAL TRACK. ONE SNAP LATCH ON 6'0' TO 7'0' 4 S71 E. ONE LOCK ON EACH SIDE OF DOOR. 7.6' TO S-r S EACH SIDE OF '9'0' TO 10'6" 6 DOOR, 1019' TO 12'3' 7 0Cl HAAviLrL2'6' TO 14'0' 8 OUTSIDE END ��}�GOf,. ��i� 14 3• TD IS 9' 9 INSIDE 110 ALT KEYED STOLE. CJ yt�(�6N00% Q 16'0' 10 LOCK OPTION. HANDLE Q8Q �r INSIDE HANDLE ACTURIN6 PRODUCT CODE *i• �°-> ovrsro KEYED LOCK WrrH PAN-2F143 1t " SNAP LATCH LOCK OPTION. DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F. 'O; �(LS�Km D: PRODUCT REVISED the ® PART NO.: N/A A A ,P. STATE OF .O+r re L1nleA9 S1Metl OGm+sbe 'plop- alas Dram vINnLDAn RATING TOLERANCES arc _ y 513-M-M W g D P 5 4 ry0�`S �O R704'd�2` NOA-Na .� .D a 3.031 Fm'Na 513-770-M ��iPs�'ONAII►`4 0 D 2.0015 F DESCRIPTION: STEEL PAN DOOR UP TO 9'W+54/-62 PS �F 1U4. gy OOW a 1.001 DRAWN BY: RJK DATE:04/07/0 SCALE: NTS 1DWG.D ' DESIGN ENGINEER Deg—^ 11/7 CHECKED BY: SH DATE:03/03/ SHEET i OF 3 SIZE D SCOTT HAMILTON,P.E. I==mE IN m im DAC. NO.: 103287 VER:M-0 F I N 4 3 2 4 3 2 1 CLOPAY MODELS 94. 84A, 93, 98, 4F, HOLMES MODEL 48 SHEET, RASIONS 2 OF 3 1 REV. N0.I ZONE: DATE: ECN NO. APPVD:I DESCRIPTION OB - SEE REVISION HISTORY ON SHEET ONE f D 2'THU D HON60NTAL(mP)JaMB (�LOAo ►+oaoR) JAMB TO SUPPORTING STRUCTURE A1-fACHMENI 1.07 L 1. Tiff LOAD FROM THE DOW IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE ZA VERTICAL SYP(GRADE#2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS 12 GA. GALV. STEEL TOP ROLLER BRACKET TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. 2.EACH VERTICAL JAMB SEES A MAXIMUM OESIWN LQAD OF+243 LB&-278 LB.PER LINEAR �(2-1/2"x 5-3/8 H EACH BRACKET ATTACHED JAMELW/(a) �IL'5/8•SHEET KETAL SCREWS. 7Tym 3.ALL,FASTENER FOOTB FFASTEIMIS SAY BE(BUT ARE NOT REWIRED TO BE)COUNTERSUNK TO PROWDE A %/I'ITABLE SLIDE ATTACHED TO TOP BRACKET 4.A 1/3 STRESS O�MOUNTING�ASEEFFOi WIND LOAD WAS RU USED IN THE CALCULATION OF ALLOWABLE MOTH (a, 1/4"x1/2'BOLTS AND NUTS PER LOADS FOR ANCHORS AND FASTENERS FOR STEEL.CO=ETE AND MASONRY. BRACIC •• MAX.0.0 gF1�U1P JODRS • • •*••• • •• PREPARATION OF JAMBS BY OTHERS 24 GA. (0.022"MIN. THICK)DDS STEEL 14 Gk GALV.STEEL END HINGE. EACH FASTENED •••• • ••• EM.THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL SKIN (MIN.YIELD 38.085 PSI)WITH G-40 TO STILES W/(4) #14x5/8- PINE METAL •• BE THE RESPONSIBBITY OF THE PROFESSIONAL OF RECORD FOR THE GALVANIZING. BAKED-ON PRIMER ANDA C •••••i ••Zxe EULOI4G OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDINGTO BOTH SIDES PAINTED AIN F DST OP COAT SKIN. • • • CODES FOR THE LOADS LISTED ON THIS DRAWING. APPLIED • • sees, 0000 • •••••• eise •i e VIEW 3'TALL x 20 GA GALV. STEEL U-BAR(SEE •iii• •e i• 3'TALL 50 KSI U-BAR VIEW b"). EACH SECTION HAS (2) ll-BARS EACH • • 24 JAbI 4%WRTTNG STRUCTURE ATTACHMENT 20 GA.GALV.STEEL U-BAR ATTACHED WITH 1/4'SELF TAPPING i i•q.• •••41NOT TO BE TTACHMENT OF TRACK ANGLE TO 2.8 VERDCAL JAMBS OR SUPPORTMG STRUCTURE) 3' SCREWS. (2) SCREWS AT EACH END AND • t •••• ••• •e OMAXIMUMN-CENTER L. r INTERMEDIATESTILE LOCATION. sees*• DISTANCE STEEL- • • • e e• e e BETWEEN WASHERS T ieeeii • ENER TYPE FASTENERSM REQUIRED e amomm 14 x 11 KIN.EMBED TAPCON CONCRETE ANCHOR.MIM EDGE DIST.2' 5 3/4• r 6A ALUMINUM EXTRUSION i 13 GA. GALV. STEEL BOTTOM • • BROS"HON.CONCRW0 E 14'x 1-1/2'Mm EMBED TAPWN CONCRETE ANCHM,MIP,EDGE DIST.1-1/4' 15 1/4' 1'MD, VINYL WEATHERSTRIP BRACKET ATTACHED WITH (2) •••♦•� 4010 PSI W Cl7ACRE t/4j x 1-1/2'MIN.EMBED 7APCON CONCRETE ANCHOR,MIN.EDGE DIST.I-L4' 22' 1.0.0. 8145/8'SHEET METAL SCREWS. p l�L CONCRETE 1/4'x I-1/2'MIN.EMBED TAPCOJ CONCRETE ANCHOR,MIN.EDGE DIST.1-1/4' 24• 1•1111o PSI CONCRETE 3/8'X 1-3/4•NTN EMBED VEJ-1T ANKR TITE SLEEVE ANCnR BO 2/4• INCLUDED SECTION A-A (SIDE VIEW) 4000 PSI MIN.CONCRETE 3/8'X 1-3/4'MIN,EMBED WEJ-1T ANKR TITE SLEEVE ANCHOR 24• 1 INCLUDED WO®FRAW CM OS5 SW 1/2'x 3•IAO SCREW CASTM A307,GRADE A)1-5/8'ENDED INTD STRUCTURE 129 1/4• 1 1'QA • FIRST(BOTTOM)ANCHOR STARTING IS NO MORE TWIN HALF OF THE MAXIMUM ON-CENTER CSANCE HO HEST ANCHOR DWALLED AT LEAST AS HIIH AS THE OODR OPENNO. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM I ,%C I CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-1/2'UNLESS OTHERWISE NOTED.EXCLUDBRG STU=THICKNESS. lit FLIM H�QT4i Ei �� ' C1tl8F; �,,. *fit ACTIIRINS PRDDUCT CODE N 8828 PIWDUCT REVISED 217143 Su�B Martin DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F. PAN—/A STkT 6 t�RI� NCO` 16 0$31.OSU'Am p PART NO.: AD A ,� p .: : R*traum 08/1812021 TOLERANCE =p'O y `./WQINBLDAn RATING r�y{LC 0 R 10.•'�tSS� 4SR .0- *.031 TYm�te r Eb.573-770-1� VY V DPS 4 O..... ��SS .00 m 3.015 DESCRIPTION: STEEL PAN DOOR UP TO 8'W+S4/-s2 P� OF 1N .WO 3.008 .�. 3.001 DRAWN BY: DESIGN ENGINEERS R.NK DATE:oa/o7/o SCALE:NTS pprG,R Dey'ees' *I/r CHECKED BY: SH DATE:03/03/ SHEET 2 OF 3 SIZE.0 SCOTT IIAMIL70N, P.E. IMaa»Sbta4 K . 63286 DMeEt+s +s ARE N N+CHEs.DMYG. NO.: 703287 VER:M-D 4 3 2 1 4 3 2 1 CI nape MODELS 94 84A, 93 98 4F HOLMES MODEL 48 SHEET' REVISIONS 3 OF 3 1 REV. N0.I ZONE: DATE: ECN NO. APPVD:I DESCRIPTION 06 - - - - SEE REVISION HISTORY ON SHEET ONE. D D 2'TRACK CONFIGUIRATION. DOOR COUNTERBALANCE SYSTEM JAMB CONFX3URATION. HORIZONTAL SUPPORT DOOR OPTIONAL STOP MOULDING BY INSTALLER(TO SUR). 13 GA CALV.STEEL.RAC BRACKET ATTACHED TO DOOR .LAY®WITH(3)8/16'X T-Sf8'LAG SCRENS HEIGHT 'L' INSTALLER(TO S»• 16 GA.CAV.STEEL END STILE 2-6/B'x2'. ANp TO TRACK tYRFI(2) 1/4 PoVETS. 20 Gl my SIM IM M SRL(1)INTER. THE DOOR TRACK CONFIGURATION DOES $ AS ROD:SPACING NYE 30•O.C. _ STILE BETWEEN EACH EMBOSS NOT AFFECT THE WIND LOAD t8 G0.OM.Y.•STEEL CENTER HINGE RATING OF THIS DOOR - 2-t/Y.12 G.01LV.SIEEEi.. PA ERM TO FNTEN.SIM.ES 0/(4)EACH 82•:a• 2•GALv.STEEL TRACK. TRIGt l9 EASIkTt® [TMA/6'%W META SCRIMS. • •• I wow Aw WIN TRACK THICKNESS:0.80'. 0//01t-0 stmos. . 7/18•PLSIIJT FASTENER INSTALM Wt ROLLER • • •••••• • • 1-0 Y GLM.STEEL TRACK FASTENED SHAFF FOR IRJI�TPICTm AOR�EAAnGN. •••••• 3R TO 12 OA CALIF.STEEL TRACK 14 Ga GLV.SIM RM I.ER HMB FaSW=TO 00 SM :10.40101: • • ••• '�� ' TMP.2-1/2'X T2 CA CALM. 71 �I W 4 EACH g 40 RIMIER METAL!CRM AND(4)1/4'SELF •••••� •.•••. • CX SRACKErN ATIACHED (T) - MUM OR UNE�'SOLT a NUL TAPPDKi�S irER• l� 0 • • S/18'X 1-s/6"taG SCREW PER - 7 10-3NL STEEL RWLER t1-13lTB'VOL z 7/is• • • ••••� TRACK BRACKEL - •4'LUNG)NIM Sim to NYLON TWE. • 0000•• 0000 •• f0• - QECT1pN C{ ••••0 •0•• •••• 3-1/2" S PREPARATION OF JAM BY O71R5. • • LHR BRACKET(2-1/2'■s-3/4'r 12GA) •••• •0 • •.• •• Al WITH(2) 1/4•x 3/4•SELF TAPPING i i ••2 :0900TRACK IS ALSO 11VABABLE inv MUOPTION • • 000000 (A—FOR Boni 2'AND 3.7� • 0000•• 0000 •0.000 HORIZONTAL • • • TBACK • 0000 • •• • • • 0000•• 1%0Y II4, OJ°JG,�� Tt • * .IT PRODUCT ODUCT REVISED mi� PAN-2F143 F143 conE araamy� DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F. DAR( NO; NIA A A r9: STAT�•`o � RATI �8i Cow w- TOLERANCES t8.O331.Q4 KA•cs EaateA .tas _ Odm Timtivumd VIAI!%EIAD NG x,1 1 eT. 0816 ay -WA W 8 D P 5 4 �}adva .o- *A31 ANNN:a F.ML 313-TTG-4M ��4y�lQIVALE�P�� or �MOOe aaos DESCRIPTION: STEEL PAN DOOR UP To 91W+54/-62 PSF J YY� SCALE NIS DESIGN ENGINEER: Dro—' a>� CHECKED STY: SH DATE:03/03/ SHEET3 OF 3 SIZE L SCOTT HANI$TON,P.E RI No. ulft.DY.St. o W INeVER:M-D0 63286 4 3 2 1 1 MIAM D:ADE MIAMI-DARE COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy CGI Windows&Doors 10100 NW 251h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02102/10, with revision C dated 04/10/15, prepared by A]- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. *0 000 0 aINSPECTION: A copy of lis entire'=A 8hdll:bd provided to the user by the manufacturer or its distributors and shall be availabfe-for iaspe tion at re:'obpsite at the request of the Building Official. This NOA revises NOA#14-0915.06and consists of tlhis page land evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation wa%rtvieAed byVanuelPeW,P.E. . . . 000 . • • • .. . . . . . . . . . 0 0 0 NOA No.15-0512.10 &11�§MIMDADE COUNTY . ••• • • Expiration Date: September 22,2020 Approval Date: August 06 2015 Page i .. .. . . . .. .. . . . . . ... . . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(& insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,DurasealO and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,DurasealO 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 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. H'F)V-08$4-4101:19,aafed 02/03/10,signed and sealed by Vinu J. Abraham,P.E. •. '. {Submitted unVer IWA M. h) . •.• . .. 0 Manuel Pe E.00• •• • . • • •• Product Controxa ner NOA No. 12.10 Expiration Date: September 22,2020 0:0 . .•• Approval Date: August 06 2015 •.. • P•.1 . . . . . . . . . . . 0000 0000 . . . .• •• .•• . . . 0000 . 0 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5a' Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-11915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflez CP—Saflez and Saflex BY 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"Saflez Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 Edition (2014), and of no financial interest,dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. RTL-0080-0101-10,issued by Hurricane Test Laboratory, LLC,dated February 03,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. .. ... . . . . . .. G. OTHERS : : '.: : : 1. Notice of Acc`eptaggg A�g4-01A.04v issued to CGI Windows & Doors for their Series"Sentinel 110"Aluminum Single Hung Window-L.M.I. approved on 02/05/15 and expiring gn Q9/;2/20. ... V . . . . . . Manue P.E. ••' :' : '.' '.' :' ProductControExa iner NOA No. 12.10 ••• • •• Expiration Date: September 22,2020 • • • • • • Approval Date: August 06 2015 . V: E.2. . . .. .. . . . .. .. . ... . . . ... . . 53 1/8' 52 1/8" 52 1/8- - FLANGE WIDTH BUCK WIDTH BUCK WIDTH 477/1 47 7/16'. 47 7/16• D.L.O..(FIX.UTE) FALSE MUNTINS D.L.O. (FIX.LRE) FALSE MUNTINS D.LO.(FDC.UTA Q it I $ � 20 9/18' (SURFACE APPLIED) 20 9/18" (SURFACE APPLAUD) F20 9/is• �I 6'MAX MAX. OFnONAL 5 1/2-MAX. MAX *# OPTIONAL 5 1JY•MAX, MAX #* a HEAD/9LL HEAD/SILL HEAD/SRL HEAD/SILL HEAD/SILLHEAD/SILL 0 o CORNERS 4 CORNERS 8 CORNERS A2 GS{I D II II � II II � II II �i g Q (� II II - 11 11 II II Ol 'V 5 /, I µ I I /, II W a R o ===J' -- I I d .I B ❑ II �F .] .'- 4If•z�- 8 I n 7 n u II it 00 d 6 II /% II op •••••• ••• Mn x • 4•••• - • IIII • jItlIIl � hCm riIIli /U/ IiIII ' © 4 --- :=wig =_int= 4IuI===== 92 4 7 � w 0 II II �IS •••• • • • C II • tl 0 C7 II 11 'w C2 II II 09a ppo • • 4 II • Ii 6 Is Ii 7 II I 3 O W •••• • •••• • •• NFALSE o ••• • •••• •••• 7.7/16' 47 7/18- (SURFACE MAPPLIEDj 47 7/16' CUNTINS .N M • • m $ D.L.O.(VENT) \ $ OPOONAI D.LO. (VEN'h \ Pi O 3 ••• • •••• ••®l.0.(VENT) - t••• t •••• ••••S0 1/4' 501/4- 501/4' zg W' • • • •••• WIDTH VENT WIDTH VENT WIDTH o •:•• • •••PWGE 8t'k' ACE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME a • • • • TYPICAL ELEVATION y •• •SERID6•BBI+T'iINEL 110 ALNINUM SINGLE HUNG 9PINDOIP 0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. ** o888D s APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN g OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 9/16- $ APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS o- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS $ E REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT g<m HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3 - LOADS TO THE STRUCTURE &Vn JAVAD AHJAAp ODUCrREVISED am ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FIA. 70M ffiR�ompiYingwith@m' Fbwih c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. s'"'nmT,>p)p1 -012?O ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Date 2pZO ' NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� ZO' Dade drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT W1 Q-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet 1 of 9 EQUAL LnU WINDOWS UNEQUAL UTES WE4DOWS U a M DEIGN LOAD CAPACRY-PW DESIGN LOAD CAPACITY-P9P c lOANOa DIIIB. DUCE DImB. SIAM TYPES'A'S'AP MASS TYPES WWW' m FLANGE DDB. DUGS DINS IAANLTOP LITE CLASS TEP1?9'I'A'N'MASS TYPES$'10$1' ® C WIDTH HEIGHT wwH HEWHIT E%f.(+) INT(-) Mr.(+) INT.(-) wom NECK W®O1 HEIGHT 'A'DIN. IXf.(+) INT.(-) EXT.(+) 1M.(-) I Z � 3 18-1/6• 19-1/a• 70.0 75.0 80.0 85.0 33-1/9" 78' 52-1/6• 7s• 36-1/4• 75A 75.0 8010 SSA O Z� 6� 26-1/2• 20-1/2• 700 75.0 OLD 8510 49• 79' 48• 76• 39-1/4' 75.0 700 8010 8010 !� ' < 37' 26' 38' 25' 7810 75.0 8010 8510 26-1/2• 25-1/Y 70-0/8• 75.0 7010 8010 8510 P 40' 48• 75.0 75,0 a0A 80.0 31' 30' 63-5/8• 7510 700 SOA 85.0 GG R V / 53-1/8' 52-1/8' 7510 75.0 aO.0 a" 33• BS• 32• a4' 60' 7510 75.0 $0A 8S0 t3 (o ',/ 18-1/a• 18-I/9• 75.0 75.0 am 85.0 37* 36• 63-1/2' 75.0 7510 80.0 SA S 26-1/2• 20-1/2• 70.0 7U 60.0 65.0 4S' 42* 40-1/47 7510 7510 1 80.0 &5.0 �•r° 3Y 36-3/8' 38' 37-3/8' 70.0 7510 80.0 85.0 y 0 sj n ts' 48' 73 0 75.0 8010 es o 0 63-,/8• 52-1/6• 7510 730 9010 115, DTM ZZ j ��SSVyy g 19-1/8- 18-1/8' 7810 730 80.0 85.0 28-1/2• TS-,/2• 730 730 aao as.Q mo 37• 06-s/8' 38• 49-5/8• 7510 75.0 smo 80.o N t g 49' 48' 7510 7510 BOA 85.0 Ii'7s I�yp YY�: 53-1/8' 52-1/8' 75.0 75.0 emu S&O t8-t/8' 18-1/8' 7010 750 60.0 85.0 O 28-1/T- 25-1/2' 7010 7010 80.0 85.0 37• 83• 36• 62" 7010 75.0 80.0 85A N 48• 48' 7510 76.0 W.0 &9.0 w y m 53-1 •• 52-1/e" 7010 75.0 80.0 85.0 �I • • 19-1/O' ••• 19-//Bi •• 7510 730 SILO 63.0 ; yt ••• 0 26-i/2• • z5-1/2• • • 7010 75.0 SILO 85.0 (/) �• • • 38' 75' 75.0 7s.I 80.0 8010 3 •••• • 49 • 48•• JOA 75.0 50.0 8510 UNEQUAL LITES (ORIEL TYPE) O w •• w-t/w 52-1/8• • 73.0 7510 =0 MO 0 N { 19-1/6• 1s-I/a 730 75.0 90.0 85.0 y o� •••• • 29-1/2• •••• 25-1/2• • _• 75.0 75.0 80.0 85.0 j ••• • -Tr, •• w• • 7510 7510 90.0 8510 • . BUCK DWS )¢'TYP. • • 46-t/2' 45-1/Y 75.0 730 8010 &SA Q • • •••••• •••••• z 30_" • • • w7trni•••••• FLANGE FRAME S (3 ::5x •••• •••• ••• •• '• RANGE DIMS • t•• • • • „ • • BUCK DSAS O 0 • A % EQUAL LEG FRAME m g 4 g� BUCK DWS EQUAL LTTES "' t" 2 mn o FIN FRAME m c< m v m e SICK DOAS Fnpr.JAVAD AWMI PRODUCT REVISED 1v nA 8 7ks92 ee ocrapbol8 with amFk" o 7539 NOTE: a1iuDDffie, r' 2a2a GLASS CAPACITIES ON THIS SHEET ARE FLANGEADAPTOR BASED ON ASTM E1300-09 (3 SEC. GUSTS) ERME-d Q 2015 drawing no. AND FLORIDA BUILDING COMMISSION �g GE DWS wi 0-03 DECLARATORY STATEMENT WA05-DEC-219 sheet 2 of g 1/8-ANN.GLASS 1/8'HEAT STREN'D GLASS �%ba(, .075'Interlayer 078'Interlayer Saflex CP With PET Core SaRex CP Vrdh PET Core _ By'Eastman Chemical Co.' By T_astrnon Chemical Co.' Z 3 0090 Interlayer 0090'Interlayer 3 Soflex dear And Color Glass So1bx Clem'And Color Close T By'Eastman Chemical Co.' By %astman Chemical Co.' o 0990 Inter Qo' O Kuraray SenbyyGlas .090-Interlayer d romy By'Kumray America,Inc.'OR By Kuraray Hca, Inc.'OR fSu 090-IrnterWyer .090'Irderloyer tt Kurcroy Butacite PVB Kuraray ButacF)PVB By'Kuroray America.Inc.' By'Kuraray America, Inc.' S O .�n 1/8-ANN.GLASS 1/8'HEAT STREN'0 CLASS dJ Q G M •� Z Z SILICONE SILICONE Q 3 g Mt GE 1200 Mt GE 1200 ti Z ai s O DOW CORNING 899 N V DOW CORNING 899 r7 DOW CORNING 993 DOW CORNING 995 Q d ii i F O x a O O g a • •• P�, E8 Y. El • • • W � l • • *000 • ••• 4 51 WIDER THAN kT POINTS ON LYES M4AT 1/4 NTS ON LITFS tl1D 0000 • W • • •••••• •GLASj TYPE 'A' GLASS TYPE 'HO •: •4 • • • ';5 �'/ ovFiALL crass s/19'ovERatt tare.caAss Dw • • 000000 (L.M.I & S.M.I.) H • 0000 • ••• • � �N • • 1118-ANN.CLASS 1/8-HEAT STREN'D GLASS to n$ ••• • 0000 •• ••• � 3tN;rr� • • 075'Interlayer••• • •••• • •• Saflex CP pith PET Core .075*Merl CP vRtn uteri r M n • • • • PET care B' • • •• 'Eastman Chemical Co.' R'Eastman Chemical Co.' •••• • iTj _Z z OR •••• • .090'Interlayer 090'Indenhryer • • • ••• •• SaDex Clear And Color Claes SaBex dem•And Color Glass V p • •••• • •••• ••• •• OR'Eastman Chemical Co.' 'Eastman Chemical Co.' •• ••• J/..*AIR � • .080-Interloyer 1/4'AIR SPACE .090'b er • • • Kuraray SentgGlas Kuroray Sart •••• • •�, • By'Kuroroy America,Inc.'OR By'Kwwuy America, Inc.'OR O ••YC i'�"' aass 090'Interlayer 090'Interlayer • • Kurcray Butacite PVB 1/8'HEAT STREWD GLASS Kuraray Butacits PJB By'Kuroray America,Inc.' By'Kuromy America, Inc.' 1/B'ANN. GLASS 1/8'HEAT STREN D GLASS a 2 SILICONE 2 m SILICONE m GE 1200 GE 1200 DOW CORNING 899 DOW CORNING 899 M1 I DOW CORNING 995 \p M1 DOW CORNING 995 •n . 0 I� XL EDGE SPACER XL EDGE SPACER W o>3 8 ST.STEL BY'CARINAL' Sr.STEEL.BY'CARDINAL' `g OR OR a m a DURASFAL BY'QUANEX GURASEAL BY'QUANDC 0OR OR E9 SUPER SPACER BY'QUANIX' Taj E9 SUPER SPACER BY'QUANIX' r Er9r JAVAD AF9N9 AR(1MICT REVISED M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES FLA, Mg O n �Wing� �Flarlds GLASS TYPE 'Al GLASS TYPE 'Bl' Aj eOm I - ! .p„0.70'OVERALL INSUL LAM.GLASS (L.M.) ONLY) 0.70'OVERALL WSUL.LAM. GLASS W!0 2015 Dade oduCt drawing no. W7 0-03 Od OBER TO QUALIFY FOR SMALL MISSILE IMPACT RATING t M—R-OR PLY OF GLASS TYPE'A7'&'B7'MUST BE TEMPERED. sheat 3 of g SEEs'"ELEV�"ANCHORSFLANGE & FLANGE ADAPTOR FRAME y.V SEE . 18Y FOR SPACING METAL o WOOD BUCK .. •,\....iK. E�D.F.DIST­ STRUCTUREto 3 7YF'MJa.ANCHORS F_____-_----__..------'] z � <.... •a a.° a.°: " FOR SPACING I� ----"--------..___'L 0 SEE ELEV. m O D II MIAMI COUNTY APPROVED II )" I q�+ 3 I I MULLION&MULLION ANCHORS II eF a EDGE DISE. S D N CIST. I I SEE SEPARATE NOA I I d.2 p l U a"7 m I I EDGE DIS'' d ot CPO M2 cif \ 06Q TYPICAL ANCHORS TYPICAL ANCHORS .Q 91 & SEE ELEV. SEE ELEV. N p i. FOR SPACING FOR SPACING ; 2 3/8'MIN M_ LJq WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM d .` AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' • • •••• • � SWEEP LOCK 2 3/B'MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING W •• • OPTIONAL TO • • •••••• t AEMAMSS LACK T SILL ` 1/4' DIA TAPCON BY '{fYY (Fw120 KSI.Fy-92 KSI) Q O •••• • • • • iv 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-135 KSI) 3 O W •• • 0 i• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = O e •••• • • • �.` 1-1/2" MIN. PENETRATION INTO WOOD i elJ _______ _ �cV o • • THRU 18Y BUCKS INTO CONC. OR MASONRY to� ••• • ••• Ea WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c 0 N M I, • 000 • a 00#0 •_ DEPTH SHALL BE W. THE USE OF a 3 $ {�1 • • i DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY z Z • • F*00* •t § 1-1 4- MIN. EMBED INTO CONC. OR MASONRY z •••• • k PERMITTED. / o_ • • W • 000400 ! ! X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0:6010 •••• • •9•• ;. INTO METAL STRUCTURES v� • • • 0000 STEEL : 12 GA MIN- (Fy = 36 KSI MIN.) • 3 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •••• • 000000 0 o • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c i 1 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o R i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' �P t (NO SHIM SPACE) gpg S4 ' TYPICAL EDGE DISTANCE §2 t i INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1" MIN. o o < c on ' i INTO METAL STRUCTURE = 3/4' MIN. M9 . WOOD AT HEAD,SILL OR JAMBS SG- 0.55 MIN. o a m v CONCRETE AT HEAD, SILL OR JAMBS i'c - 3000 PSI MW. O C-90 HOLLOW/FILLED BLOCK AT JAMBS Yrn - 2000 PSI MIN. o 1 Engn JAVAD AHMAD PRODUCT REVISED i 8 d<' CIVIL w cnmtdying with*m Flmift a FLA.PE#70'. 2 gte}�C I& s °, '.a .•�z` a Date . :o \ < A t 1 8 I TYPICAL.ANCHORS By TYPICAL ANCHORS SEE ELEV. drawing no. '. SEE ELEV. n FOR SPACING 02015 AQeami Product " FOR SPACING W1 0-03 wow BUCK sheet 4 of g Ile VAX BUCK WON 1/4•MAX FLANGE & FLANGE ADAPTOR FRAME y�.V 5sut SHIM SHIMS ro O o t Z t TYPICAL ANCHORS TYPICAL ANCHORS O SEE ELEV. , Ss Ss SEE EL6V. E, I Ms FOR SPACING FOR SPACING d a ' P.v FLANGE ADAPTOR FRAME Q ' n. 0 d Ot a SIRUMETAL Stl2 � 0Q0 0 � EXTERIOR > wooD BUCKS D.L.OPG. 777. O >e m a • .00. 1/4'Max. BUCK WIDTH 1/4"MAX. • W 3 ° •••• • SHIYS• • SHIMS Ir • • • • k 1 3 la.l TYPICAUM•GN00M. E TYPICAL ANCHORS p Q .... •• S59 ELEV. . . SEE ELEV. W ;3 • FOR SPACING .c • • F- • • •• FOR SPACING i vi to • e • i � N.- M O M •••i•• see t I/4 •••• • • • •• • / O I I Hc Z211. pi WOD TU z 3 623;_ ..• OD STRUCTU • 9Y •a y • WOOD CG'S•• �?, •• •.•.••o^.•.y g G MlW-DARE COUNTYAPPROVED MULLION o R yR{ &SEE MULLION ANCHORS '/2'TYP.SEPARATE NOA DUCK WIDTH BUCK WIDTH O o 5 d4 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. o d I I I I Fn91 JAW AHMAD PRODUCT REVISED I FIA. CIVIL 70592a w plying with the Florida Building Cade ` s > I I �. •_- - - - �N jFA gtsaa No S.0 l7.PDp .3 I ES4 8V d Prodaat drawing no. $14 x I'M.SMS. �QaS W10-03 sheet 5 of 9 TYPICAL FOR AN�RS STRUCTURE BUCK SEE EQUAL LEG FRAME WOOD �y.0 ELEY. iBY SP ��.. TYPICAL ANCHORS � � f--------------------'1 O SELEV. Ias I MIAMI-DARE COUNT/APPROVED Za ' nS. MULLION ANCHORS QFOR SPACING 3 plsr. EDGE SEE SEPARATE NOA EDGE DIST. Q y `• 3JI Y 18 M3 Et R� O A l EB TYPICAL ANCHORS TYPICAL ANCHORS Q LEV &Q g M2 SEE E . SEE ELEV. 6 FOR SPACING FOR SPACING G n SB TYPICAL SEE ELEV.ANCHORS MIAMI-RADE COUNTY i FOR SPACING &&MULLION APPROVED ANCHORS 2 0NCA SEE SEPARATE BUCK WIDTH Q g 1/4-MAX. BUCK NTDTH BUCK WOTH SHIMS D1 � • •• 1 1 '0 • • • SWEEP LOCK /4 t••• i •••• 1 ONAL EGRESSLOCK _ — - - _ i i _ en • • • AT SILL Ix W v Ix •••••• 0 E3 Ri i G7 0 #14 X7'FH.565. ••• • ••• ••• ••• • W•••• •••I 9 m {y ZZ"-m I E3 E8 z g • • �•••• ••�• � to UO�� •••• • WWW I i. • • • •••t••I �II pW • `L+c 47 • • • EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY •• •••• i .10• INTO WOOD, CONCRETE OR METAL STRUCTURES O •••• • ••••• • • WITHOUT THE NEED OF A WOOD BUCK. 23/� k S4 ea i 2 3/8'MIN. SEE ELEV. ..�:•. ° °�_z. 8 TYPICAL ANCHORS o c g 1 I M8 tQ• .'q.. I FOR SPACING S Ll ii F JAMAD dIMLL ODS F Y��BREVISED T N WHEN USED THE MIN. WOOD BUCK' Fu To�2 A'x°1 NO t2d0 DEPTH SHALL BE 2W.THE USE OFAheHb O� DEEPER OR BEVELED WOODBUCKS IS gY SEE ELEV. ` PERMITTED_ Pto draw nq noZ. •. 1BY I FOR SPACING 4353121 o1TJ W1 Q-43 'MOOD BUCK sheet 6 of g "PICE l A"G" FIN FRAME y.,V ILLUSTRATIVE CRS.ONLY SEE�' EXT.OR W.11 ES FOR SPACING ti NOT BY CGI Z s z 3 t t/2' \ ' Q k a HOUSE WRAP TYPICAL ANCHORS: SEE El".FOR SPACING NOT BY CGI ,48 $,M$ (GRADE 2 CRS) � V, 2 E+ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C Eg ___ encl®Ev1-1/2" MIN. PENETRATION INTO WOOD GAULKNG C A Y2 W g $a p 4 C� E � o I � � • •• I • • • EEP wCx OPTIONAL TO •••• • •••• • t EGRESS LOCK • • • AT SILL $ 0000.• OW •*0• • ••O i 1 • ® k NOT SCGI TRUCTURE 1/4- eucK HEIGHT 1/4- 09y id 0000 • QI' 9000 Eq g 1/2'MIN. 1/2'NN. (n h 41 N id ••• • O••• ••• s o)ej In •000 06 W 9060 •.; 'I I ZZ� • • ..9• •• • U0 0000 • W " I •09• • 69•• •' a • . • _ CAULIGNG to • •60• • • 0 • • • • 00004 • •••••i • � k t P NIHOUSEOT EXTERIOR ° c ^p DA-OPG. `O m$ t EACKBED GeULKING L n 12o Engr:JAVAO AHIAAD PRODUCT REVISED }1p B CIVIL m c plying with the flvtide 7 FIA 70582 BuiWittg Code c HOUSE WRAP x G L Aaxpra,ae No�5-oft l NOT BY CGI t ,/r z 7'li lien Dan¢ $ .4 � h5ir>mi drawing no. t TYPM ANCHORS °/pt5 W10-03 SEE ELEV. MR SPACING sheet 7 of 9 ITEM PART QUANTITY DESMUMON MATERIAL MANF./SUPPIZER/RENARKS Et CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 8083-T6 E3 CGI-102 2 FRAME JAMB 6083-T8 - Z j E4 CGI-103 1 MEETING RAIL 6063-T6 - tt E8 C01-104 1 LOCK RAIL 6063-T6 - Q E6 CGI-105 1 HANDLE RAO. 8063-TB - Q;gd 4 E7 CGI-106 2 SASH RAI. 6063-T6 - 0�+ E6 CGI-107 AS REOD. 5/16'GLAZING BEAD 6063-T5 - 0.c EB CGI-io8 AS READ. 0.700-GLAZING BEAD 6063-T5 - 0 t n E70 CGI-1o9 AS REDD. FROM FLANGE ADAPTOR 6063-T6 - 0 C a E11 CGI-110 AS READ. NAIL FW ADAPTOR 6063-75 - p q QAQ E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - r O E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 •p E14 CGI-137 1 FLANGE FRAME SILL 6063-T8 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - Mt CGI-382V AS REDD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) M2 CGi-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR I.00ATIONS PVC M4 - 2/LITE SETTING mom EPDM DUROMEIER 80;5 SHORE A \ • •• M8 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUIV. • • • •••• • •• M10 - 2/WOW. SIM/TACKLE BALANCE - BSI OR EQUIV. ••• : • ••• s M11 W2320ING AS READ. PIF WITH CENTER FIN WOOL ULTRAFAS OR EQUN, o o� •••••• M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 O W •1•• • • • • • M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYLON M&M = O •• • •••••• M14 E26018WN - D BULB-T SLOT PUC ULTRAFAB OR EQUN. ^� N • •••• • •••• •• M15 Cq-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&Y (n to •• • • • M18 CGI-130 2/ADW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M" M 3 o O It n •••: • •••• •••••• M77 A30730401-32 1/WOW. CAM LOCK ZINC TRUTH OR EQUIV. Z Z i 000, • •1•• •••• Y78 CGI-132 2/ADW. SASH 5TOP,2'LONG PVC PROTOTYPE OR EQUN. �i • •0000 •0000• M20 OGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M ••••4 M21 - 2/WOW. B/T BALANCE TAKE OUT CLP - I BSI OR EQUIV. • • • ••:••• M22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EQUIV U k' •••• • •••• ••f••• M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. • •••• : •••• S2 - 2 OR 3/CORNER # 10 X 1 1/4!'I.G.PHL PH.SMS. ST/ST.ASSEMBLY SCREW - - O •••• • • • • f•••1• 54 _ 4/ADW. 8 X 1/2-PK SYS.ST/ST BALANCE BRACKET SCREW - _ • • SS2 - WDW. X 1'LO.FH.SMS. ST/ST.SPIRAL.B.ASSEMBLY _ _ c n SB _ 2/lO(IC #8 x 1/2*LG.f}L.SYS.®CGI-133 &CAM LOCK - - 0 Amo< n m $E8 o Engr.JAVAD AHMAD PRODUCT REVISED N a cm q As oomplYmB with ft FImi& ABuilavcoft f.AtK 3636 Inp No 1 '0 . �U }� BY I drawing no. woo—as sheet $ of g 2505 2505 � Hii.083O 1.745 .811 1.550 1.680085 .245T1P. .745An.IVP. /.0500 1.015 fa tAib t2 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Ett NAIL FIN ADAPTER 1.5831583 1.007 O&6 Q ��•� .065 .065 1165 ttP. .743 i Q Q ^ 085 {L Z �i • 2.113 R H 3.875 3.173 3.175 1' 1.013 Q ' 1.429 1.az9 VENT TOP CORNER O � a t.ot� •• SDD t.zzo � � . . o • • ••• lo MEETING E4 MEETING RAIL FRAME TOP CORNER v o ••• : soy • • : 2.505 # •.•••• d •• 14 FLANGE FRAME SILLS • OE2 FLUSH FRAME SILL y d • 1.043 •••• • 500Ls- •• •• 1.307 1.788 065Z Z j•••• 065 TP. 1iZ 0• ••••• z4ao1.ots•••• •2.440 • ESLOCK RAIL •.�i1.015 FRAME 801TOM CORNER VENT BOTTOM CORNER h • • O • 2.195 •.•• • • .743•�� � .70.5 • • 2'348 cm� m E13 FLANGE FRAME JAMB O FLUSH FRAME JAMB ° R 1.892 O .490 .120 { 1.043 I -^{ '� . .050 1YP. 705 I 050 TP. 0_1..,0,1155 II S2 ooh .864 8 HAND RAIL �c< m� Ea 5/16'GLAZING BEAD O .700'GLAZING BEAD 0 1.395 Erg-.JWAD MMAD 1 •� 1.449 L PRODt1Cl'REVISED 1.393 .743 1.4501 _180 CAN. 70392 ms i }meg with Ox Florida �.teD .060 293 � Acvoptmm IS 5i2.Jp tA2s .obs 1.015 •sso 050 D� .083 7.413 E7 drawing 00. ®znr5 W10-03 Q Fll15H FRAME COVER t9 SCREW COVER O SASH RAIL t0 FLANGE ADAPTOR sheat B of 9 A MIAMI. MIAMI—DADS COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www miamidade.Eov/economx CGI Windows&Doors 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.'The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami.-Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.L APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.IJ S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision"G" dated 05/02/16,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LIMITATIONS: 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 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture.of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NQA• mgbgr :)rgegdgd-.bx•the words Miami-Dade County, Florida, and followed by the expiration date may bf 44§lakeil h 10artising literature. If any portion of the NOA is displayed,then it shall be done is it's eu&4: •.• : : ..' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fes inspection at the job site-at the request of the Building Official. This NOA revises NOA No. 1§;.05t.0:E 4c"stg of$is$age 1 and evidence pages E-1,E-2 and E-3, as well as approval document 14ewi led abole.•.• 0.0 ;• The submitted documentation was reviewed by Jorge M.Plasencia,P.E. Mra FDADE CO r • • • • • 0:0 • • NOA No.15-0929.13 ®. � • • ••• • Expiration Date: September 22,2020 S jS�1 • • ••••• ApprovaI Date: May 19,2016 • ••• Page Z CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.. DRAWINGS 1. Manufacturer's-die drawings and sections. (Submitted under NOA Is No.'s 10-0510.12 and 15-0512.05) 2. Drawing No.W10-18,titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.IJ S.M.I.)",sheets 1, 1.1,2,2.1, 3, 3.1,4 through 11 of 11,dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTIA-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(V 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 1VOA 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,DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTIA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05) .. ... . . . . : .. . . . . . . . . . . . .. . . . . ... . . ... . . . ... ' "' Jorge-M.Plasencia P.E. ' Product Control Unit Supervisor NOA No.15-0929.13 Expiration Date: September 22,2020 OV Approval Date: May 19,2016 . .. .. . . . .. .. CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBAGTTED B. TESTS(CONTP UED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WC,dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No.15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact-Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No, 10-05.10..12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 revised on 05/11/16,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. .•• ••: : : .•. : : .•• 3. Notice of Accel9tancello.I -042315 issued to Eastman Chemical Company(MA) for their"Sa#leir&-Aabt ana SallewhP Composite Glass InterIayers 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 ... . . . ... . . y. s• CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition(2014)and of no financial interest,dated 08/17/15, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C.Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P.E.,Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB,dated 03/03/15 and CTLA-3056 WC,dated 04/16/15,all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-051Z05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E.,Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. RTL-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.Plasencia,P.E. .. .. . . . ... . . . . .. . . Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 • ApprovaI Date: May 19,2016 ... . . . ... . . F .TYPICAL ELEVAMON ttt' tt0" L� FLANGE MOTH BUCK WIDTH B' S*MAX HAD ;_ , IT,MAX g1 1MAX. HTQ 5111E NTG.SRIF.. ` t N p A S 1� tl fl II 0 II g O F ii F 11 F ____R_____ It _R-�_••- it __ II II II II ii II ii 11 • •• . . . . u •••••• • • • - n • • FAMg �• 7/•' 32 7/B' gFgFAM � (SURFACE APPI&D) 32 7/5FAM ' 32 7/g' AWL CENTER OF IANCHOR LLMPAttfflS •••••• ••-• • • I.L.Om D.L.OPG. OR 4)�ERA�E D.L.OPG. DL OPG. I=OR OPERABLE p j • • • ABOVE 30'PANEL WPDIS ASM W PANEL WIDTHS • • • 3/s' .AT HEAD/581 38 7/g' AT HEAD/SLL �1 y • WIDTH VENT WIDTH C •••••• •••• •• •• • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAMt p I ••••• •••• •••••• • • i3 p » • • • • ttG• cz� • • **go ••• eucaN WIDTH • • • 51/2•9 •••• 13818' MAX Gal •••••• •••• nFAD/sny • •• 5 rn INFO SERIES SENTINEL 120 v •• •••••• • • g �_ _Mra st1� _ ALUMINUM HORIZONTAL SLIDING WINDOW � •i•••• • • • . `� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PRODUCT REVISED as•wetpllrina wlth the I:'bflda ••• • CHARTS SHOWN ON SHEETS 2 &3. 18-0828.18 APPROVAL APPLIES TO SINGLE UNTI S OR SIDE BY SCE COMBINATIONS Expraom Pate 09FAMM020 n F ii F / OF H.R./H.R. OR HORIZONTAL ROLLING WRTH OTHER MIAMI-DADE COUNTYBY R I APPROVED WINDOWS USING MIAMI-DADS COUNTY APPROVED MULLIONSmumaft 9$p IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL g$ WILL APPLY M ENTIRE SYSTEM. LAMINATED GLASS — 1 1 ii N c _ �= N THIS PRODUCE HAS BEEN 0£StItED ANO TESTED TO COMPLY WITH THE INSULATING LAM. GLASSLARGE MISSILE IMPACT a °� REWDREMENTS OF THE 2014(SINN EDITION)FLORIDA BL=NO CODE "A u L INCLUDING HIGH VELOCITY HUIDWANE ZONE(HVHZ). SMALL MISSILE DWACT S WOOD SUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 111 g u o w r LOADS TO THE STRUCTURE- 5 II A14CHOM SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS .......... o EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR SIU=O. • T i . . i - ANCHORING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART of THIS APPROVAL FALSE HUNTIS *i ••:*- 8 - g (SURFACE3Z 7/B' 32 7/B' A LOAD DURATION INCREASE 15 LISTED IN DESIGN OF ANCHORS IRO W000 ONLY. CA.omALL SIWAS TO BE HIGH INPA01.NON-MCIALUC AND NON-COAlPR65IBLE 6 3/I' oPa mm"INCLUDING Bur Nor r m To STtFI/ME7AL�Ws,THAT 14AY 1 120 � aP droning no. vmer WIDTH COME INTO CONTACT WRH OTIiER tt81�IaIBAR tdATERInts SHALL MEET THE ..!;iR W10-18 FIN FRAME IMM REMCNTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS 1 ,TYPICAL ELEVATION ttt• tto' V � - FLANGE VROM FLANGE WMM 8' MAX HFAD/. r MAX HEI1D r m' Z s tTw rtc si 8+ ttrs sntE F II n u � ii it F E+ n QF - II p F Q • �� s u If e • N ee" n R B 8 u i u i. a tl i i n If 11 ---JL--- ----- ----- - -- ===ice=== _____ --_- _ n u n ii u 8 Of n • •• • • FALSE • I AWL.ANCHOR FAM FALSE WNTINS _AttS..ANCHOR REOD. Ed (9iRFICG � 21 1/2' 4B 5/8' Ai CENTER of ALL PANELS (sul✓fACE Al ED1 sa t/2' aS 8/8' Ar CENTER of All.PANELS •••••• • w'' • OAAC {. D.L.OPO. FptED OR OPERABLE al.OPO. O.L.CPO. FD•8 OR OPERABLE • • • • ABCYE 3W PANEL RM ABOVE EB'PANEL WOM • • • •••;is' AT WAD/SU 28' AT HEAD/SILL c •:•..• •.•• •.VE::VRDRi trptr BtDTR • • • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAMF • • • • tto• •••• c y� • • ...... trlRac.VAD1H ;g • • • 51/2'• •••• 135/t8•MAX - •.•••• ••••• t • 6't+aX HEM 1 • • •• ••• � •. • . As ^ratcsruE ;;Him n u n u U1, 'I'll 8 O 8 II 8 S if a°gI d If II CVS H u D o n u a — ♦ PRODUCT mmmm �•• , _ ea oom=Wm the FIwIda MUNTINS AM as 1/2' aB 5/e (bde18-0828.15 * •' i 9 OPOONAL p,L OPO. •OL HSxpbutton XM OF •� *-Ing �. VERT WIDTHBY FRAME BY MAY 1 I W10-18 Itheat�.ler t DESIGN LOAD CAPACITY^PSP DESIGN LOAD CAPACITY-PSF �V (XO OR ON SLZEs) (XO of OX SIZES) d M.HIO.RAM 110.MM.RAD. STA MM.SAD. SD.MTG.RAR. ILA.MT&8814 -� Dugs TIM MAGI TIM am TIM 04189 TIM OLS Tom a FLANGE DDw. BOCK DDM. A 8'AP,'B'&'PY 'B'A'St' FLANGE DMIL. RUCK DINS. C&'At'.'B'&'BY 'e'&'et le&to � °t 810THHEMIT WIDTH NOW txrX+) W() W(+) uRd-) WM1N MM WON HMIT IXfd+) --(-) 1x1'1+ w4(-) oRd+) W(-) . 25-1 25-1/r s8A SSA 50.0 90.0 89-3/4• 84-3/4' &5A su SOA 90.0 030 BS.O 0� 3 37' 'i. 30' 2r OSA SSA 00.0 90.0 IS/Ir 21' -t9/1 25• OSA sb.0 OOA 9" 09A 08.0 83-IIW 82-1/8' 030 6" a" 90A 93-1/r 0'L-1/2• 65.0 994 SU 90A GSA- s30 � 74' 73' OSA s&0 s0.0 90.0 85-3/4' -3/4* 65A $5.0 80.0 mo 6" su rQ 26-1/2' 2b-t/r 69A OSA 80.0 90.0 18/1 36-3/8' -18/1 37-3/8' SSA 65.0 WA 00.0 00.0 8&0 37' 36' 37-3/0• OSA 630 80A 90.0 83-1/2' 82-1/r OSA 6" 00.0 90A 08.0 0&0 38^3/8' x a3-I&}-1/8' /a, 65.065.085A BDA 90A -3/4' S4-3/4' 615A 65.0 BOA W.0 �.0 �.0 �� 74• 73• C.0 OBA 80.0 90.0 18/1 80-8/8• -15/t 49-S/8' - - - - 09.0 05o d �� 26-1/r 25-1/r 85.0 aA 80.0 90A 83-1/r 82-1/r - - - - 6" 65.0 37' . . 38• . 6.0 GSA 80A 90.0 55-3/4' 84-3/4 9SA SSA JmA 90.0 . 83D 93-1/8• 52-1/8• NA BBA BOA 90.0 -18/1 or- -t5/1 02'- - - - - BsBA5. 99A 3,y S 74• 73' 6.O G.D 804 90.0 53-1 .pr S 26-1/2' 2$-1/2' �A O9A MA 9&0 37' 30' or 8800 wo MA MA GJ 83-1 • • S2-1/8" OLA 8&0 BOA 90.0 C •• •• 74' ••• 7S• • •• 802 602 BOA 90.0 (1/SW) (� �1 / /� • • • ui qr0 17 `� c v ••••.• ••• Ll ••j O OPERATING VENTS TO HE 1/3 OF THE WINDOW WIDTH n_ • • • 'XO OR OX' � •Som 3"� • • c 2!a! :00000 MA LING VENTS TO•&•1'2 OF THE WINDOW WIDTN g_ 0.000. 'XO►OR OX' v o •••••• ••.• 000000 090000 1S• TV. • twwc 0' s 7I'TYP. BUCK DOTS am ow ;kill FLANGE FRAME FAI_1A1 IFR casur RANGE 006 - - -- - �d FLANGE 0019 FLANGE & FLANGE ADAPTOR FRAME 3d EQUAL LEG FRAME - V O W 6 0 t 1 � PRODUCT REVISED � 1P�� �� � •� B�m:N wtt6 the"=We NOTE GLASS CAPACITIES ON THIS'SHEET ARE Notwio. 98-0928.18 e E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 6xPITAsm 000 09f2M20 OF••.• drmsing rro. AND FLORIDA BUILDING COMMISSION C� STD. MiG. RAIL H.D. MTG, RAH_, DECLARATORY STATEMENT DCAO5-DEC-219 By pAY 1 1 �d�� •/� � ���- 8 t foils' slleal 0(11 DEBIGN LOAD CA4ACTPY-P8F DESIGN LOAD CAPACITY- PBF V (XOR SIZES) (XOR SIZES) STD.11416.BAD. H.D.MTC.PAD. BID.HTC.BAIL B.D.INTO.BAD. HA.HTO.BAD. MAN"M am TABS QLm"m am Tim MM TT688 O R FIANCE DIMS. - HOCK DIMS. TeAV.'B'A'81' 'B'8 W FIANCE DINS. HDOH DIM TALC,9'A:`SI' 'e'ADP 'C A'DY VON Now WIDTH Hmff DR.(+) -.(-) -4+ But-) 910114 HEIGHT - NDOW Exr(+) W4-) Ex 0) -.(-) -4+) DB{-) � $`- 74' 7Y 65.0 65.0 a" 9" 74' 7Y 65A 65A SM 90.0 SSA SSA A 108-1/4' 28' 105-1/4' 2r �A SSA ImA 105 50.0 -1/4' 26' 106-1/4' 25' SSA SSA 50.0 BOA SSA 65.0 111' 110' 68.0 854 6" 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 SSA 74- 73- 630 a" 80.0 90.0 74' 73' 65.0 654 1 80.0 90A WA 654 M 108-1/6' 39-3/8' 105-1/4' 37-3/8- 830 65A BOA SOA 108-1/4' U-3/6' 106-1/4' 37-3/8* 65.0 a.0 SU 90A 68.0 660 OIOIOIhAAASSS 111' 110' 86.0 85.4 80.0 90.0 111' 110' Fi&i 85.0 OU $0.0 65.0 BSA 7473' 55A 630 80.0 00.0 74' 73' 55.0 05.0 aDA SOA 654 630 d 108-1/v 80-5/8' t05-1/4' 40-5/6' 8SA 65.0 60.0 90.0 108-1/4' 50-5/B' 103-1/4 49-$/8' - - - - BBA 654 (((QQQ 111' 110" BSA BSA 50.0 $0.0 111' 110' - - - - 85A a" Ef 74' 73, 85.0 85.0 80.0 90.0 74' 73' 65A 65A BOA 90A BSA 88A !l�� 1 -1/4- 83' 105-1/4- BY 61.8 81.8 80.0 90.0 108-1/4' 0' 105-1/4' 62' - - - - 65A 65A 08111' 110- 80.0 80.0. 80.0 90.0 111' 110' - 05A 65.0 • • • o y+ •t•••. 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MOTH KW9 -4+) -4-) EE 0) W4) +prom MW ECr.(+) W.() EXT4+) -4-) EV.(+) -4-) 25-1/Y 630 OSA 80A a" 84-3/4• 88.0 WA BOA an 65A 830 38' 2„ a" 08.0 WA 60.0 -18/1 23' 63.0 OLA an WA 65.0 65A 82-1/8' OSA 85.0 80A 80.0 a2-1/2' 05.0 680 60.0 sot 86A 83.0 7Y 83.0 85.0 WA 80.0 54-3/4 65.0 am a" 80.0 65.0 S&O 25-1/2' 630 55.0 BOA BOA 7-15/1 37-3/8' 65.0 65.0 WA 60A 65A BSA 38' 37-3/6, OSA 630 WA a" 82-1/2' OSA 830 80.0 WA am 65A 82-1/8' 88.0 a" 80.0 W.0 54-3/4' WA 65.0 WA WA OA a" � 73' 86.0 "A BOA a0A 7-13/78 49-8/8' - - - - 630 8SA 25•-1/2' 65.0 - WA 80.0 BOA 62-1/2' - - - 630 88A 38' 48-5/B, a" W.0 BOA 80A 54-3/4' WA 830 WA BOA BS.O 030 52-1/6' 63.0 65A BOA 60.0 -15/1 8Y - - - - OLD 85.0 73' a" 05.0 BOA WA 82-1/2' 65.0 85A 23-1/2' 66A 65A 80.0 WA 38' 65.0 65A WA WA � ��Y8' 82' 830 BSA BOA WA � C i••••i • •e3' • t6.2 801 ee a aD o (1/3Mj (z/X✓1 7� . S1/211)Ah" ,o •.•.i• ••.• t . o OPERATING VENTS TO BE 1/3 OF THE WWOOW WIODt p •••:•• ••fs .•.i • 'XO OR OX' N •.••• •..• v°3 • • t•:PEtRAtTtlIG VEbIiS tO BE I/!OF THE WINDOW WAOTH Z 5! .•w.•• • • • Am••...• Ell 4 IP I FlN FRAME 1 FIN FRAME d - uc�ar e 4 1/ � - PRODUCT RQYIBED camWl�witll0re Fbride •':'�l' GLASS CAPACITIES ON THIS SHEET ARE aCod•16-0828.19 - E4 ka BASED ON ASTM E1300-OB (3 SEC. WSIS) awhaHoa 0 „?t20ZA 8DU8OF dr•r111g fro: AND FLORIDA BUILDING COMMISSION 14AY 112 2 aaatoh' �` W10-18 STD. MTG. RAILtD. MTG. RAIL• DECLARATORY STATEMENT DCA05-DEC-218 ��a-1 sheot 3 of 11 DEMGs LOAD CAPACLTY-PSF DEEM LOAD wAcm-PSF y,NV (XOX mm) (XOK>= Ip BLD.MG.SAM &D.mm.am B[D.MM 897E B.D.IPTG.RAM 831.XM.B.Q. q @ 9M118 RPB7 mm"m am TIM 96989 77PB3 mm RPI$ O @ H71CIL D868. wAr.'B'm 3'It Br BRCS DIMS. 9ml.8•@1BI' 9'dt'BI' '1."A'CI' o'I warm KwHr 1-4+) DQd-) exr•(+) Art.(-) um mm ExE(+) Bad-) ExE(+)I Dr.(-) Exr.(+) w(-) Q g 73' 65.0 95.0 WA 60.0 73' 658 115.0 80.0 80.0. .•'88.0 BSA IC ii 105-1/4' 25' 85.0 Aso BoA BOA 105-1/4' 25' 65.0 88A BoA 80.0 WA 98A g 110' 85.0 65.0 eu 80.0 110' 85.0 BSA BOA BOA 85.0 95.0 73' 85.0 65.0 BOA BOA 73' 85.0 65.0 BOA 8Q0 65.0 68.0 108-1/4' 37-3/B' OLD �.0 O.0 smA 105-1/4" 37-3/8' BSA 6&0 80.0 80.0 65.0 65A �N 110' 65.0 65A SA 80.0 110' 88.0 86.0 4o ;- -C> 85.0 85.0 73' 65.0 65.0 BOD 80A 73' BS.O 65.0 85.0 658 105-1/4' 49-5N 658 65A BDA 80A 105-1/4' 49-5/B' - - 86.0 65A 110' 65.0 BSA BOA 80.0 110' - - 8S.0 BSA 73' 65.0 85.0 808 B0.0 73' BSA BSA 105•1/4' 62' 618 61.8 80.0 80.0BOA 60.0 808 BOA 110• •••••• •1• •,}„� d1/39P) (1/aa7 (1/407 (1/� (1/4167 p •••f• ••• n • • OPWM•VEN15 TO BE i�OF THE WWDaY WIDTH OPEBA7ING VENTS TO BE 1/4 OF THE WIDOW WIDTH • • •••• tNpk'• 'XOX • • • •arta• Uo�� t •••••• •••• •••••• FIN FRAME FIN FRAME � 0 11 I a9 1JF rnRonucr aeMeu TEas asa�pi iy Og CotleWM she Flarma • Nor- GLASS ONow No. 78-X28.13 GLASS CAPACITIES'ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) esphaBo•Data 09W0 obs..' droMng na. AND FLORIDA BUILDING COMMISSION OFW10-18 SID. MTG. RAIL H.D. MTG. RAIL: DECLARATORY STATEMENT DM-DEC-219 MAY 1. f 1 ehOat 3. 0111 1/8^MIN.GLASS 1/8'HEAT SIREWO MASS . aye �d�rlay� IW PET Core Sam ICP W5h PET Care •' 'Easfnon Chemical Co: Gy'Emtman Chernlo i Co: ^� 3c Ad Calm(Lace Sa9ex C�le�d Cobr fames 1/e^HEAT STREN'D MASS o e� By'Eaetman Chowcui Co: Br•swtmm Chen"CIL r Ago'hdedaya A Inle IqW SSaaNx S.InCT=PEr Core S Amalm Ing.' IV'Kuroray Nrorha.Inc.' OR'Eaetrnan Chemtoot Co: N OR A90'Interlayer 8 ureroy eBub 8e PVB 8rKiaarq mwtwjw Ameria.Inc: BY•Nu+aray Anmim,Inc.' By'K .,Americo.Ina.' g$ alj 1/8^ANN.MASS 1/8'HEAT SIREWD GLASS 1/8'HEAT STROM(LASS � SILDONE SILICONE 2 SE 1200 liE 1200 = QE 1200 � GE 120D DOW CORNING 8B8 9 DOW COMM 6B9 9 Q� DOW CARVING 888 Mt DOW CORNING GBS Mt WW CORNING 98S - 4 Mt ON CORNING 995 tt33 �� • •f• O O C • • •• • • EB Ell ••!••• • • AT 1/♦PCNM ON LHESAT 1/4 POINTS ON UTES AT 1/4 POINTS ON LiTES f • • W=f�36' bbb111 WIDER THAN 38' WMER THAN 38' p •:•••• • • �,.� WASS TYPE 'B' GLASS TYPE •C' w • • 5/lor NOW1BLdAfteIISS 5/16^NOMINAL LA.MASS 5/I0'NOILINAL UAL.(MSS C r` • •••••• •f•• •• •• ON f•••• •••• 1/8'IL A41F. 1/8'HEAT STREN•O CLASS N n • • O 2E Li •••••• f•••• OW Imer •�'•'6i�0°n IhChwr&W Co: Bfr'Footman CAaniaal Co: 3PET C� Soft"CP=PET cum �p ••••w• ON �t c • • • • to ��Gk= Solee OW Ift And Color f7ms 1/8'HEAT SiREN'p gA53 U C M kj 6:0000 •••• •#IsVOW f hmnmal Ca' &'Ea*=Chmntaal Ca' • UK 1/1!A••�E Awe 1/4•AIR SPACE OSW hdwkW 1/a^AOL SPACE A75^In>mbgar � Sage.CIP nth PET Caw 000060 • *=my America,Ina' M*AtMRlY Americo.Ino.• ON �^�Co: g 1�^1: • AW N offer 1/8'HEAT STREWO� aw IrA I"W t/B'HEAT STWD GLASS SentryGlm $ u ea L. i um"' eumm'te PVB BY'KurareY a rorma.Ue: Bl if BY'Kuraray America.Inc.• s• 1/8^ANN.GtA55 1/8'HEAT SIREN'D GLASS 1/8•tiF/[T SrRENfi GtA49 pPRODUCT REVISED sawTfb MOS PLorlda SIUCOMESILICONE SIDGONE GE 12W COW CODLING 898 �CORNING 898 DOW 200 CE 1 CORNING 899 ti><arallon Data 08iZ'!Y� !,. Y1 DOW CORNING BBS Ml DOW CORNING 995 $ W DOW CORNING 885 BY i XL EDGE SPACER %L EDGE SPACER S %L FD6E SPACER ST.STEEL BY'CAROWV ST.SIM BY'CARDINAL' ST.SIEEL BY'CARDINAL' o o w s o OR OR 1 1 a CURASM BY'OUANW a Dumsm BY'QUA tw a DORASEAL BY'QUAbW O OR O 0 OR E8 SUPER SPACER BY'QUANEW ED SUPER SPACER BY'QLBVNEK' Eg SUPER SPACER BY'(NIANEX' . AT 1/4 POINTS ALL SIZES W AT 1/4 POINTS ALL SIZES AT 1/4 PINNTS ALL SIZES MASS TYPE-'At' 6T.A98 TYPE.711' GLfiS TYPE 'Gi' O.VW OVERALL INSUL.LAY.GLASS 0.7D^OVERALL INSLR.IAL(LASS 0.70"WIMAU.MAL..LAM.GLASS oP (SILL) i• drawing rw. I4AY t i W10-18 IN ORDER TO GUAM IDR WALL MISME BIPACr WING OffMOR PLY OF GLASS TYPE'Al','Bl'NR'Cl-MUST BE TBWEREO. / l 1 31mat¢Of WOGD iffy � � FLANGE & FLANGE ADAPTOR FRAME �y�V r SIX 0.ANCIWiS ;Q . _ '• g 13#R.t DIS►: FOR SPALTND r-----^------^-----� -.�`.d•''•.e. ,., <•, s � �110A1D-OADE OGUNIY APPRDVED�, IIF�� A a IDALWAI 6 NIAUDN ANd[ORS f A•'., '� \ \ t !SFE SFYARATE NOA I i (a EDGEasr 111; g NQ erti $ TYPICAL ANCHORSTYPICAL ANCHORSSEE EM. SEE ELEV. e4 FOR SPACING "FOR SPAMG QQ�j 2 3/8'MDI. E1 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WD1Y. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. pp • • ••i•• 2-3TYPICAL ANCHORS: SEE ELEv.FOR sPAcme •••••• � /S'IDFL • • • 1/4' DTA ULTRACON 13Y'ELCO' (fiwm KSI,Fy-m Ksq g .•.••. 93 • ••• • �.�` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 L� •• 8 1-1/2" MIN. PENETRATION INTO WOOD • • t __`�a TU 1BY BUCKS INTO CONC.OR MASONRY c HO •••••• I C.• • • d 8 w"usm THE IDN.WOOD sm 1-1/4' MIN. EMBED INTO CONC. OR MASONRY •• m G •••:•• • • • �, DFPM SHALL 3E 2W-THE USE OF DIRECTLY INTO CONC. OR MASONRY 10 1112101 OR EEVEIED SSS IS y 3 ••••• •• • 1=1/4"MIN.EMBED INTO CONC OR MASONRY c iIzj., • - •••••i �•• • � Y74 SMS OR SELc DRILLING SGREINS (vw74 KSI,t'y4.58 K50 • • • • INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. TW-1/81) U c •••••• •••• • OMTO METAL STRUCTURES • • • ' STEEL : 1/8'TNK. MIN. (Fy a 36 KSI MIN.) • •••• ALUMINUM : 1/8'THY. MIN. (6083-T5 MHN.) • • •••••• • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • PRODUCT RHVlSBD •TYPICAL EDGE DISTANCE E7 *—p=;wfthgoFIWMU INTO CONCRETE AND MASONRY a 2-1/2' MIN. E NOA-Ho. 1$-0828.13 INTO WOOD STRUCTURE - I'MIN. wadi m naw 092212M INTO METAL STRUCTURE - 3/4'MIN. Br1 BY WOOD AT HEM.SILL OR JAMBS SO-0.68 MUL 1 f ICREIE A7 HFAD.SILL OR JAMB Yo-3000 PSI MIR. =HOLLphit/POLED NORMAL WEdfT MACK AT JAMBS II m 20110 PSI MIX a 0 a I w3 W IMPHOLES: d o O O W1 a 1/4' X WEEP SLOT AT 4-1/8" FROM EACH ENDO WITHH PLAS PLILSTIC COVER W2 - 1/8' X 1/2•WEEP SLOT AT 3-1/8-FROM EACH END j a e < W3 0 1/8' X 1/2"WEEP SLOT AT 3-1/8' FROM EACH END ` C f TYAIG,L ANCHORSSIX I �'o' - W 0 i$ EME -'.. :•wm gam(( w FOR SPPAACDJ6 '• .d ' SPACDIG PA 1 ,,�� sheet 8 cf 11 FLANGE & FLANGE ADAPTOR FRAME 4,V "gs� ,/$ MAX. BUCK RIDLH 1/4-MAX. M of s� z TYWGU.ANCHORSvENT RIOnt vETtl',nom FLANGE ADAPTOR FRAbIE Q FOR SPAM 0 •. 1/a-TYP. _ ROoo d --SCREENS OPTIONAL .._ ••_.. .._.._.._.._-_.._.._ lay W00D BUCKS 1�i1DDOD . XOX LAYOUT EXTERIOR TYPK;AL ANCHORS i•'. •. DL OPO. SEE El". _ •:.! FOR SPACMMIAMI- �,••.% ;:` APPROOWE VED UUJDCOUNTY O C • •• & AKCHORS • • • SEE SEPARATE NOA • • •••• • •••••• aUQ(RIOm BUCK WIDTH O ALTERNATE E3 •••••• SWEEP tOCK O • • • • - t SPRB,6 lO o 0 • • •••••• If -TIN • ! 1 •••••• •:•• • •• !APn 19 -0 3� 00000 •* � { S6 FNM cz� • • • ••••• -- _� ee •••••• •••• ••••• • •••• • •• n"CAL ANCHORS FA �l • • • • SEE ELEV.FOR SPACING t= ••••• /4. • BUCK ROTH t/4'MAX. O • SxB, VENT Rrom TYPAL ANCHORS CU O TYPICAL.ANCHORS SEE ELEV. > 9arauartoN oErAns sHtmN ON PacEs s ;t'/4' AND 6 APPLY TO.BOTH FUWGE FRAME ANO a a a_ FLANGE AWtPTOR•FRAMES. #$ METAL smucruRE u D........ SCREENS OPTIONAL t - — PRODUCTRMSED the rlda es EXTERIOR .1. BUCKS xon 15-08 .13 _ i m 1 C XO LAYOUT OL OPG. i nKpkatbn pas 09P11mo OF dforing no. •.� y 0y 1 •..,ORIDp W�Q��B au •° ��va. � � >d� s a t t ANCHORS SIX "°�". BMTR EQUAL LEG FRAME �q.V IBT FON SPM WOOD BUp( TIPICAL ANCHORS �• SEE ELEV. ,r--------------- � -• S 4 i ` .,•�d •06G• FOR SPACING 1 wm-ME Comm APPROVED ••I' A! � �•,' , � I`SEE SEPARATE HIM Em Fa TIPM ANCHORS TWPICAL ANCHORS SEE ELEV. E7 FOR SPACING FOR SPACINGI EQUAL LEG FRAME CAN BE INSTALLED MECTLY INTO WOOD. CONCRETE OR METAL STRUCTURES TYPIc&ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE ELEV. FOR!ZING B'MIN. z s� n CJs'MOX. sm vmm v • •• sHDls � c 1 $ • • 0000 . • E1 _ . 00.0.0 • • 0000•• •• • °O 2-3/B�YIN. OW 0000•• • •!; • T T/$°• �-��Ald • • 3E a � • `�```' ; f oe • •00 Z Ei S7 000• 0000• �•f• f � �: y; ••00: •••• WHEN USED THE MIK.wow am •• • g __�'-"�"�.� OEM SPKL BE NE'.THE USE OF COIRM O`g • • • T @T•FEA OR BEVELED WOOS a Ci C j� • •f•• • ° pip, •••••• of &MUWON ANCHORS • • Ee SEE SEPARATE HOA U •••••f • o,'. BUCK WIDTH BULK W,GM • 0000 • • • • • TIFICAL ANCHORS @7 •••••• SEE ELEV.FOR AMINO g • • I I �4 4'2 w = I W, T ws oo�dm 61 EZ ' a PRODUCT REVISED :,:••:;;'= a ; : as* aIpf=vjmthe Flwtda sundlim3 .+ ;•t.;- Noa-E10. 18-0629.78 EbOE + :• • '4 , 'a �.*� ' flPMAL ANCHORS ambuHon Dat•09Y2212M ••$ I SEE EIEV drawing no. •r. lam, ••. TTPRA'L AIC Hm 4•• ,.q:• .I. FDR SPACDIG W10-18 SEE FIEV. WAY I I L �••.�10R1'D�L•': WOOD am== -FOR SPACING • MN 5� �i IT sheet 7 of I 61'ff. FIN FRAMErKma Ifff cm FOR i460 y.V z rHam ww PICI�, C� : SEE E".PoR SPACBAIt ®a fff cm in (Fu-74 K4 MW.) C t INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a• a ai 1-1/2' bMN. PENETRATION INTO WOOD CrltatmR d •.. ...... $ •....• •• • • w s 1/4 M=SRI 1/4•MAX • cm w • !AP N •..•.• •� • O •• •t /a�emi 1/z•MOL ..... ... • Q� • O Z • • •..• • t UpX� 00..00 0.06416 ,6996 • • • 1 SAC10 • CIIULIONG . • 0000 . . 1„ 4� • Y cc�� yy�1rg r® •00.6• • 1 K. 1 x`80 •6416• q • pops 1 11 E7 �. -SCREENS OPT. .-...... I1 1 IIWSE 1VRAP � tmT BY Cd wl 10MRIOR it,R oemao QZ � d1U ,p�� o •1 HOUSE 6aAP tl ODUOr RE�#�D Y NOT or COI / -Cad. •:{t ti Emptration oat.Oemzmm ' OP drawing no ,wlc��NuroRs BY MAY 1 `�° W 1 Q-18 . fav►. '�Yppj�a sheet a.art 1 nzK PAVE t WXANM DEsCHIPM YA?BBiii xwliappiumlimanst�Y El CM-100 - FRANE JAMB®FBED CLASS 8083-T8 001 EKIRMER E2 CM-1 - FRAME SOL 6063-TS 061 t7DRUDER r� E3 CCL-102 - FRAME HEAD 6053-16 OM EMBER Z E4 061-103 - WET610 RAR 6063-78 081 EX[RUOER ES OM-104 - LOCK RAIL 8083-78 061 EXTRUDER 6 6 E8 CM-108 - HANDLE RAL. 6083-76 061 DGRUDER a CjCATTTt F CM-105 _ SASH RAIL 6063-TB 061 OORUDER P• CGI-107 - 5/16.01AZM DEAD 6063-76 C01 EXTRUDER c61-166 - 0.700'GLAZING�.a �es-TB eb1 Exner p 061-108 - FRONT FLANGE ADAPTOR 8063-18 cm WRUDER ti y CCI-110 - NAC FIN ADAPTOR 8083-76 CGI ETWDER Q to CM-138 - TF FRAME JAMB 0 TWO fxASS 5083-TS CM EXTRUDER CM-138 - TF FRAME HERB 6083-T6 Cm BMWOER CCL-138 - TF FRAME JAMB 6083-TB COO E7TRl1BER CSL-140 - 1'MUNHN 6083-75 CM EMBER E16 M-141 2S'MILLION 8083-TO CM EXTRUDER E17 CLI-808 SCREEN FRAME 8083-78 CM EXTRUDER E18 CM-114 SILL SNAP N 8083-76 COL EXE _ E18 CM-113 - ML FCLER 6083-TS C01 EKIwm Eft GI-116 - FRA1w JAYS 8083 T8 CGI 0oR1AEl1 {v • • E2P • COMI17 - HB LOCK RAIL 8083-76 CGI EXTRUOFR C •••••• 922 -138 -• TF FRAYS SBL 8083-76 CM EXRBIOER • • E23 CGWIOS • - FRONT FLANGE ADAPTOR 6063-78 CGI EKMUBER Opp ••0000 0 O • M1 Cg�-3W • - WAIM BULB tl8M(DUROYEIER 75-80 SHORE A) PUC - C 0 0•••.•• SCREW COVITI(OPTIONAL) PVC O N • M2 C07-111 � - •••••• Y3 •0610112 EQUAL LEO fXOVEIr/SHBL - ••••• Ml-L! - Oww N►OA4D'BEAD mlm- S6CONE SWCOFtE GE • • MS dMarr&w BEAD OOW SBS saucam BOW ••••• • ••_ 0,7"0 a0w BEAD 0061 m SBICONE DOW G • • • 0- LRE BETTING tam mmOUROMEMR WAS SHORE A W8 —.. •••••• N _ - PROTECTO WRAP WAATE'1aR00FW0 OR 13XUN. - - U C • • ••••460 ROLLER TRACK PIC M8 864 ' *:*00* WOO •CCI-128 • ROILER HOUM NTLON • MING - PSE TOTH CENTER FN WOOL U13NAFAS OR SWAM. •••••• M12 CCI-12S SJ5f1 EGRESS LOCK ALUM. SULLPAN 1�trtr pp 1 1*-131 • 2 PER03ASH HANDLE RAC END CAP NYLON 1 M&M g M p M1/, 1-N 1 PER SASH AN11UFr NOCK FIYLON I M&M a g 07 AO®® M15 _ OPTONAL REICUTATED FOAM 30 PPl MIS CW-134 - AM SPACER PVC PROTOTYPE OR EOUN. p M17 A30730401-32 .1 PER IED CAM LOSIC ZWC TRUTH OR FAUN. PRODUCT REMMM MIS C Ot-132 2PER SO.r SASH STOP PVC BBWIdi�6g rte $$S$ Yt8 CM-111 O FR.HEAD MEN COVER PLC PROrtOIYPE NOA-Ne. 164MM.13 M20 CM-126 2PER SASH SASH CAM /r BALANCE) NYLON "M EKPlnwSR Daft- un - VAM LLL-FLO 6EEP COVERS PC AMESBURY OR WLR✓ as $$$ S2 2 OR 3 PER CORNER t 10 K 1 1/r LG.PM PK 915. ST/ST.ASSDABLY!OPEN S3 1 1/r EMBED. t 8 X 1 1/2'LO.PID.PH.915.FIN MOM SCAN S4 - 4 PER VII. 8 X 1/2'PLL SLG.5r/Sr BALANCE BRACKET SCRER - - SS 2 PER RD. /8 K 1'L0.FK SM Sf/SL SPUK EL ABY - - Q� •T gg 8 X 1/2'UI.FH.SMS.OWL-133 &CAM LOCK g8 - 4 ON.RAI 10 X r La PHL PH.SMI Sr/Sr.ASSEM Y MEETING RAL SSI - 2 PER ANILIFF /10 K 8/B'La PHI_PH.SNS. ST/SL MTM SCREEt - - _'k:• {r �*' � � g OF 'C�; y 1Af10-18 14AY 1 1 ` 67,66 s.1 Mi • 4.440 2440 2713 Am .480 u ^---� .140 t� f.15 I .705 .�D 7YP. •7� ASO IYP. �7,.� 2101 1.330 Law Q 2848 A65 ,.30, ,A9, .as5 ,.39, ,.445 � .884 .sea F 1YP. ,A07 - QQ�7 oS0 O® 5/16'GLAZING BEAD OO 700 GIAENG WAO 9� .OBS ,.785 �1 1.188 1.155 �• 1.015 1.016 1.788 .748 Eit Nal.FIN ADAPTER t.%5 1.449 w t .1� f1{, Qiii000 FIANCE FRAME HEAD O FLUSH FRAME HEAD E4 MIEE,ING RAO 1.498 • 1.015 1.015 1.788 ASO AB9 1.413 yq� 1.110 .085 1.140 *TV. „6, 7285O FLAISH FRAME COVER O SCREW COVER"P.. a� � IA1S 7.220 .080 4.430 m. sA3B a6e X886• 2985 3.185 ' 2= t o4s c • • •• • • O LOCK RAIL Ete• SILL FILLER • • • 1.788 0 93 • •• •••.•• . • • 1.459 .ISO • 1-/t 7 ••.••• .. 2.440-f-0 • 2.440 E- '� .� .� 2310 .•.s•• fl.•.�GE Fie SI&•• O FLUSH FRAME SILL t ot6 A� 9 $ ••..• lJ ••• •t. 21 pp, 1.220 ® - • • • 2.737 • 2.737 FLANGE AOAPTOR •• • •••••• 1.043 V o d • • • p= •• OBS •••••• TM'' �' 821 ALT.1= RAIL • w • •• 2505••.• • 13 2S� 2.073im 1� .•.. ,.wo .Be, .Soo291-12.195 igloo 3887 --,--2.737-11.015 q$8 ®FLANGE FRAME JAMA(MOVING) ®FLUSH FRAME JAMB (MOVING) ett Att 1.047 �g O HANDLE RAIL 8$$ Dour o 1'028 2.606 TV. 2605 .085 W. � ''�� "'•�Q� S 7 1.018 tAib 1,795 PRODUCT REVISED as ao .745• w116 46e Pimida g Bung Code '�:• •"k� 3 '� � d A� MCA Me. 15-0825.18 b t 05o A0o 1.713 1546 1.015 Bapiretfoa Date 09I2TdZ020 OF .•� 41fe41}!Ig 1[O. BY MAY 1 1 °°°0'•' � W1O-18 FLANGE FRAME JAMB (FIXED O FLUSH FRAME.IAMB "CED) O SASH RAIL ,1 shit 0er 1 t r 52 AAA i • •• FRAME TOP C6RNEFt L 81 • • •••••• •:•••wIENT TOP/ .tmmRS Nn Mill 99 u o u s e FRAME opmu CORNER ♦ •••'••y' 1 PRODUCT REVISED C � ss NOAdto. 18-0828.13 6•plradon Date 11Pno. dmwi^9 BM 14AY t 120 pay L MIC, RAIL CORNER •••••'' W1 O-18 IL I sheet 11 1 MIAMI-DAD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(7W 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MMmiam1dad%&2X/economy CGI Windows&Doors 10100 NW 250 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the ARI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 130"Aluminum lased Window-L.M.L APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.MJ.)(S.MJ.r,sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision F dated 04/10115, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal 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 altar 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 otter purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall b 'cause for termination and removal of NOA. ADVERTISEMENT: The NOA number peceded 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 thist mikesNb�►'ihN be provided to the user by the manufacturer or its for�n distributors and shall be availabl; speoti* a*t ftre job site at the request of the Building Official. This NOA revises and renews NOA#140731;65 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. ... The submitted documentalioriwas rovie"yy��,,ill�Iasuel Perez,P.E. •• • • • • • •"i,L,• • • NOA No.15-0413.03 CNAME co NTY Expiration Date: September 22,2020 • Approval Date: June 25,2015 . . .. � .. .. Pagel 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.M.I.) (S.M.I.),sheets 1, 1.1,2, 3,4,5 and 6 of 6,dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad.Ahmad, P.E. B. TESTS 1. Test reports on: t)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer@ insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,DurasealO and Super Spacer(O insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 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, aredby Iluariaaue Test Laboratory,LLC,Test Report No. 9iditgd D�JA�/•10,signed and sealed by Vinu J.Abraham,P.E. HTL-00AQ-01Q (Subtn1tted'ux&rWVAJVo:1 R-11510.13) • • • .••• • • • Manuel P.E. .. . . . . . . . . . • •• • • •• Product Contr 1 Ekaminer NOA N&. 0413.03 Expiration Date: September 22,2020 "' • ' ' ' "' ' Approval Date: June 25,2015 . .. .. . . . .. .. ... . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-P Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-073LOS) 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.11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlasO 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous IVOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No.H L-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of.AWjpt;npe Vo.•14-0UI.05, issued to CGI Windows & Doors, for their Series "Ientinppe//t 1*3& +A"ewA Fixed Window — L.M.l. approved on 10/16/14 and expiring 0fif 2h�. • ••• • Manuel Per .E. .. • •• • •• Product Control E m ger NOA No.15- 3.03 Expiration Date: September 22,2020 '•' • Approval Date: June 25,2015 . ... . 1-2 . .. •• 000 . •• •• FIANCE WIDTH SM VAM FLANGE WmTWH D.W.OPG. D.L aro. YPICAL ELEVATIONS LfY D.L.oolro. 3 f3•MAX. 18.MAX. �+ Fff.AD/SD.L A SHORTER � Al ��'Yq1; Jg• A °ORNERS SIBS m ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FTFI FRAMES. n u u u To n u W� u u u u a n u u n n u n u n C1 n u u n C u u n n u luL 88• C -=---�r------rr---- =--r------IP---- BUCK FVDdIT u u n u e D • • n �, u u n n �, n • � ••• ----� Oil - � ii i � ILI- 00 g D.L.oPG.� 4 u R 0000 • • ii ii ii ii s • It 11 _ JI______II.____ _ J1.....____µ—__- 00 00 �{ - -m-----Ir--- u n 7ju • •o boo: n u II n u n 8 ° - ° a 0000 000 „000011 II II n ❑ ° h II °i% 0 M O 11 u 11 • 6004 -.10000 Iii it • c a • • BT an IN n 00040 t�Vp • j.�j •• 0004- e!t 0 ! • ( �M m 18'MAX 8"MAX. ,B•MAX. �� 1*r MAX Snvxw Z Z 12 000.00 Osseo: • • SIDES SIDES CORNERS Sim X-8 1 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME W.WIDTH t3aZ -WINDOW Wm WINDOW WIDTH WINDOW WIDTH WINDOW WNO1H WINDOW WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOV► I I I F i i DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I I I ,,, X j o CHARTS SHOWN ON SHEET 2. I I 'i 7 I I 9 a A I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS u , $ I ; I 8 R OF FDL/FIX. OR FDL WDW. WITH OTHER MAMI–DARE COUNTY J — —J APPROVED WINDOWS USING MIAMI–DADS COUNTY APPROVED MULUONS woo=WIDTH WINDOW WIDTH WINDOW WIDTH W. DAYLITE OPENINGS: IN BETWEEN. D.L.O. HEIGHT m BUCK HEIGHT – 3.00" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL __ __ r 1 D.L.O. WIDTH = BUCK WIDTH – 3.00• X WILL APPLY TO ENTIRE SYSTEM. — _ �63c � I I �a�a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I S�i J �i INSULATING LAM.GLASS g g n. GLASS $ REQUIREMENTS OF THE FLORIDA BUDDING CODE INCLUDING HIGH VELOCITY fir= ; ; �� LARGE MISSILE IMPACT HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT o q WOOD BUCKS BY OTHERS, MUST BE/IGNORED PROPERLY TO TRANSFER I LOADS TO THE STRUCTURE J E-OM' ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS FIA PEE W, �pia eft 15avvG6 Pladh S - EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN. M Hdbm Coda E ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE&SMALL"$U IMPACT. 2015 A1m.a�/S-� 7/+u+ NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS Wf0 WOOD ONLY. Mame drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STMIMETAL.SCREWS,TFD1T VERIF ALLOWABLE B LOADS FOR PICTURE NDOWSHAPES AS SHOWN ABOVE SQUARE OR SDIIAR CAN BE GRIME INTO CONTACT WITH OTHER DISSIMILAR MATMALS SHALL MEET THE SHOWN BY IA ED LINE PAND O WINDOW SHAPE LE LN SQUARE OR RECTANGLE AS W1 0-02 REQUIREMENTS OF THE FLORIDA BLDG.CODE SHOWN IN DOTTED LINES MN OBTAINING ALLOWABLE LOGITS FROM THOSE SHAPES. sheet a4 8 48• 48• 48• �/ em wm atrac wmTH BUCK WIDTH A4r O.L OPG. D.L OPG. TYPICAL ELEVATIONS D.L OPG. 8•MAX. 18• ' MAXWx � 5u7_S LL SIRA(GHf �8•Mq �S• 3 CORNERS i SES I _ T S 0 10 R� J L d If d If V it II II II m II II Q Q II II II II 11 it VZ II 11 II II 11 11 II II II 11 11 11 u a u u n a ---r------m--- ---r------rr--- ---r------ u n u u u It u BUdt WIDTH iiii /- Il It II �� II DL OM If m -----Ir-----�1----- �, ----ter------m---- m ----�r------Ir---- -! • • u u u u u n • • • n n u n u u 11 i -- II 11 If II II �i 11 II tl a p • • II • m II 11 • II 11 p a 0 ••••• • • u • u u �r----a u • II` • it a If 11 p tl Ii�j tl it r • III111I"'��_ Ii II_ II II II O -�--vvy�_va=�naa�acva�a ••••• •• • •• • I p p If u •••• •••• ••• •• U 11 U ��N QQ FALSE MUMS •••• li IV MAX 8•MAX. t8•M'OFFIDNAL STRAItYFT- HEAD Sf1mX8R STRARM Z1L••:••• SIDES CORNEAS SIDES SIDE 8-Z rf ••••• •••• •••••• • env FMS palls ALTERNATE SHAPES AS SHOWN ON SHEET t ALSO AVMME EOR FIN FRAMES yl •�a'a &4n dAw Atam PROD=RBVZMCIIIIIT nA.PE j m anu ft� t>D as vRwWodda pie S ampftrm DM A2015 I P w�0-oz an�l.tor 6 DESIGN LOAD CAPAt77Y-PSP DESIGN LOAD CAPACM-PEP 81 PLMOE DIPS. I SACK DINS. CUSS TYPBS'C'.'C1'OIA99 TYP88 T'AT1' PIANOS DIMS. RUCK DINS. CLASS TIM'c'B'cl'0488 9YPE9 T'.Tl' VADTH(L)LErW Q WIDTH(t)LENVIN N W.(+) 1M.(-) EXT.(+) IW.(-) wm"LEMG1m(U Wom(W)LDm(U W1+) INTA-) Exr(+) INT-H � 24' 2r 804 80.0 a" 80.0 24' 2r 80.0 80.0 BOA 60A 30' 29' 80.0 60.o 80.0 80.0 30' 114' 25• 11r 80.0 80.0 BDA 80.0 L 3G' 35' 80.0 BD.o 60.0 Sao 30' 3r 73.0 73.0 80.0 8" 42' 30* 41' 35' BOA 80.0 80. o o mo 80.0 41' 40' 61.4 61.4 eo d 48' 47" BOA 80.0 80.0 BOA 24' 23l 80.0 80.0 BDA no $ 84• br 80.0 e" I ea0 no 3 120• 29" 119' BOA no 80.0 mo A. QO• w 801.0 no 80.0 80.0 35' 3r 724 724 BOA 604 81' s0' 80.0 80.0 EGA 600 W. 3r 86.8 669 80.0 601.0 24' 23' BOA no 80.0 80.0 24' 2r BOA 80.0 80.0 801.0 841E 29' 801.0 BDA 801.0 80.0 30' 28' BOA 80.0 80.0 BOA VERTICALLY AND LENOIN DINED CAN BE OlVENTED � 121' 120' VERTILY OR HOI�ONTALLY AS SHO.N ABOVE 3 38' 35' 80A 80.0 80.0 8DA 30• 35' 723 72.3 801.0 601.0 42' 48. 41' 47. 70.2 70.2 no BOA 3r 38' a" GSA BOA ODA 48' 47* 813 81.3 no BOA 1110 54' 53' 813 1 613 1 MO 80.0Typ- BUCK Cm GO" 30' 613 813 BDA su at. Go' 613 613 80.0 80.0 DESIGN WAD CAPACM-PGP 24' i •••• 23' 80.0 BOA 80.0 807namm mm I SACK DMS. 0488 1YPS8'Nk'C1'MASS TYPES WILL, RANGE FRAME • �• ••• 28' • •. BOA 60.0 80.0 80.0 W=(W)LENG111(I)WIN(fl)010111(L) 17Qd+) 1-.(-) YXL(+) tNL(-) - ..•.• 3r 35'• • • W.0 no BOA BOA 19-1/8' 18-1/8 am8" mo 60.0 RANGE DWS • 4r • *he• 41' 59.• 70.2 70.2 80.0 80.0 1 20-1/r 28-1/2' aA rbA emo 80.0 •:.•• 48' 0 47'• • • 613 613 =0 80.0 37' 25' 3G' 25. BOA 80.0 80.0 mo BUCK ow • 64' • 'W• 0006 543 643 72.5 72.5 48' 4r EGA EGA 00.0 no � Q • Bo • •• .••.• . w469 488 sal 851 53-t/B' az 1/e• eoA 80606 8060 no ..• fit` • 60' • 48A 489 86.1 65.1 81' or 80.0 80.0 80.0 410.0 0000 24' 0 •• 23'0 0000 000 BDA BDA BDA �.0 7 19-1/6• t6-t/B' a" BDA a" Bao •.•i• EGI LAI LEG �' ••• �' ••• Wo eo o 6060 no 26-1/2' 25-1/2' a" 60o 60.0 no FRA►1C � � 38' • • 3W 0 • EGA BDA 80.0 80.0 Sr 38' 8oA 80.0 BOA BOA rI N :9909 0 0• lose* J8-J/B' 37-3/41' z ^ 4z' �. a• 1' los los Wo eoo 441• 4r n.t 77.1 eoA Wo �uAt t1D� z z :0000 4r • p-• •ii•0 et.3 513 80.0 Bao 63-1/41• 06-1/8' 77.t 77.1 son no' •••.0 84' .•0 63'• :•.• s43 843 7" 726 at, BO' 77.1 77.1 BOA Bao 8-1 • 50' 0 0 s9' 489 4ft8 sal Wl 18-1/9' 18-1/06 WA a" no no �j •' 01' ••0 so'• •• 4&0 464 04.0 $4.0 26-1/2• 25-1/2' BOA Bao 00.0 gas 0 ••0 0•4 Y4• • EGA EGA 010.0 80.0 3r 60-8 01.0 38' 8 00.0 ODA SILO FIN 30' • •.•0 0• 241' eao 60.0 804 80.0 48' Cr 49-8/8' 813 81.3 60.0 8060 38' 3r 78.2 78.2 80.0 80.0 63-t/8' 52-1/0* 86A 41&0 77.4 77.4 BUCK DOTS y gyp+ 42' a. 41' 53. 70.0 70.0 60.0 80.0 01' LID' s8A 86.0 77A 77A •"' 48' 47' 013 813 80.0 BOA 78-1/4• 74-1/4• 88.0 8&D 77.4 77.4 R 54' 53' 843 543 72.5 72.8 93-3/4• 82-3/4' 6&0 su 7" 76.8 FLANGE ADAPTOR FRAME 56' 55' 824 52.4 69A s9.e 19-1/8' t8-1/41' Boo f10A no 010.0 24' 2r BOA a" GDA Wo 26-t/2• 25-1/2• sa0 BDA no 8060 RANGE DOLE �$ $ 30' 2r 6060 Bao 80.0 80.0 Sr or 35' 8r solo EGA 80.0 Bolo 38' 97' 3S' 25. 75A 70.8 no 804 40' 47' 81.3 st3 BD.O �.O 4r 41• 682 65s Bao 801.0 53-1/8• 02-1/41' 85.3 563 73.7 73.7 NOTE. a ry a 48' 47' 60.s Gas 60.0 ea0 G1• or 484 484 "0 64.0 GLASS CAPACITIES ON THIS SHEET ARE RIM S 48' 40' 59.0 68.8 a" 80.0 75-1/4' 74-t/4' 4s9 469 519 819 BASED ON ASTM E13OO-09 3 SEC. GUSTS) o o m. 24' 2r BOA 80.0 no Wo 19-1/8• 18-1/6• a" BDA no 8DA AND FLORIDA BUILDING COMMISSION 3D' 29' EGA 80.0 80.0 Bao 25-1/2• 25-t/L- O0A BOA no 8010 DECLARATORY STATEMENT DCA05-DEC-219 2 38' ter 3r tot• 74A 74.8 6060 6060 37' 78' 36' 782 789 ODA Bao yI 42' 41' 4067 65.7 BOA fico 46' 4r 79• GLA 813 no 40.0 FLA PE f 70592 11•wlBt WodQa f 441' 48• 593 89.3 80.0 80.0 53-1/8• 82-t/8' 85.3 853 W 732 24' 23' ODA 60.0 a" 80.0 81' S0' 48.0 40.0 84A 84A Date 31 M. 29' 8" 80.0 80.0 80.0 3s' toe' 25' for 739 7J9 110.0 W. ANt91tNt SPACING MSE AS PER sFffEIS 1 do 1.1 0� draatng Do. 42' 41' 82.4 52.4 80.0 44' 4r 88.1 89.1 80.0 no street 2 Ot 6 3/18•ANN.MASS 3/1e•HEAT STREWO MASS '75- PET cera e0 Saflr=PEr core By'EasFmon Chemical Co., OR Br'Eaetrnan Chow"Co. yi CR B'�on°ex�A�coar goes aw t�And corar ctama ey vmbmn grom[cd Co.' By%astman chomteot ca' OR OR "bdwtcrpr O090"mbdqw t SentrA s IoM SwMyGkw0' Br'EA.DuPont Do Narmi m&Co.. Inc.' By'El DuPont De Nemours&Co.,Inc.' R IPV .090'Ntebyer VQ DuPont PVB DuPont ButaaRe PVB S Q q By'EJ.DuPont De Nemuw&Ca,Inc.' By'E.t.DuPont De Nemours&Co.,Inc.' 3/18'HEAT STREIM GLASS 3/18'HEAT S1RIWD GLASS SLICONESiSMICONEm FS 1 !I! GE 1=0GE 12W DOW CORI'm 888 \ l3*m5ff OW CORNING 898 m iii DOW CORNING 998 nDOW CORNING 988•••••• aT 1/a Po0N1s oN LJIESOn LUES• • WIDER THAN 38' Gi • • • • • • •••••dAw TYPE 'C' GLASS TYPE 'D' •i••• •••• ••T/tai OVEWL LAN,GLASS T/1 e'OVEWU L LAIL MASS • • • (L.M.I. & S.M.I.) � •••• 0000 00 N • • ;Vllr ANN.MASS 3/18'HEAT STNEN'D MASS ri1 0 .075-Inter • *000 •• • Sa11er CP ZPET Owe SaRet�PET Core Z ••••• &'Ea tm-Chemkal Co.' 14' iy'Enetrwn Chemical Co..' • ••••• Into*layer •••• •••• • ger�mlaHarir So Sagear And cow Gass Saflox gear And Coder Moss p •• *00000 00030 18.AIR SPAeSE • • BY'Eastman prertdaol Co.' 3/8'NR SPACE &''Eastman gramkal Co.' O ••••• • • • .0w w ftp, .080'Intebyu •••••• DuPont SeutryGlos DuPont SedryGlos SWOONE 3/18'HEAT SDt9l'D MASS BIr'E1 DuPont Oe Nemours&Co.Ura' By'El DuPont Ds Namoure&Cc,Ina' GE 1200 .i /'DOW CORNING 838 DOW CORNING 898 J790'trutelayer 3/16'HEAT S1�PD CLASS .090'IMerloyer y1 i•I E$S DuPont&utue@e PVB DuPont Butedte PVB By'EJ.DuPont De Nemours&Go,Ino.- By'LT.DuPont Do Nemosrs&Co»Uva' 3/18'HEAT SIREN'D MASS 3/18'HEAT SIREN'D GLASS yy�r 94 SILICONE SILICONE -- GE 1200 GE 1200 1 DOW CORNING 898 1'I DOW CORNING 899 Sp. .I it DOW CORNING 995 1 •1:I DOW CORNING 985 GE 1200 1t N1 •j i'i' 'a Mt I� i'�j DOW CORNING 888 ro d a "I ! XL EDGE SPACER I li I! XL CER EDGE SPADOW CORNING 998 ST.STEEL.BY'CARDINAL' i !i! ST.STEEL BY'CARGWW i I r OPTiDNAL GLAZING DETAII E4 i I iOR OR DURASM BY'WANE%' DURASm BY'GUMM, mos TYPES 'CI' & 'DI' o OR OR p SUPER SPACER BY'QUANEX' p St.M SPACER BY'DUWW Do-aM AH!FLA.PE#7051M MS AT 1/4 ALL SIZES NS AT 1/4 ALL SSS a�m1 � �� 'CI' GLASS TYPE 'DS' S.M.I. I'OVERALL INSUL.LML MASS (L.M.I. ONLY) i'OVEIIALL OWL LAN.GLASS MAY 20 L� drawing no. ( ) IN oR�R To 4uALIrQUALITYFOR seuLL B1PACf RATING W10-02 I7OERI R PLY OP CLAW TYPE'C1'&'D1'MW BE M0`ERED. shit 3 0l 8 TYPICAL EDGE DISTANCE CONCRETE AT HEAD,SILL OR JAMBS Pe a 3000 PSI MOL TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY— 2-1/2' MIN. C-90 HDLLOW/FLIED BLOCK AT JAMBS I'm - 20M PSI MOL THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE - 1" MIN. as INTO METAL STRUCTURE - 3/4' MIN. INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL T WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURE'S OR INTO APPROVED MULLKWS FLANGE FLANGE T ANCHM FLANGE 1/4'MOX RANG � g a FOR SPACNG s 8 OR 1YDOD BUCK METAL • jj VMD TY14M ANCHORS •• e STRI CTURE 6 •j j SEE a" r ij °v SEE ELEV. I FOR SPACING FOR SPACINGG TYPICAL ANCHORS N \ dJ !lP fig} d Et I _�—• – � ii F Et T �R91�1j4..•. 52 MIL. o: • • ♦• r jl jl M2 > }}yy • • '•?f•• •;,• i TYEtCAI�AhTCNORS :•••• r• 1� • I • FOR E1 •� a \ �GDstt6if�•• a.'. E7 ES (l • 00:0 EQUAtA I1HG :••:•• EQUAL LEG EQUAL LEGS 12 EQUAL LEG `� r s••• • 000, • ••••• 2B OD L. WOBUCK o M2 METAtv • B 1 ••• ! j *see A 1 WOOD STRUCTURE C 1 SrwecruRE ••••• E3 ,�.. ° TYPICAL ANCHORS ZZ1 .. • j I •:••• y _ FOR SSPCtG . �p • TYPICAL ANCHORS Hg� r�1 M7 S2Y A �D .H• -v. Il ll FOR SPACING •a b.'. °Lp P... •1 O I•ij TYPICN.ANCHDRS \ I? v' 18Y FOR SPACING II II SEE ELEV. WOOD III= FOR SPACING 444 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. a 8 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV.FOR SPACING ,414 SMS OR SELF DRILLING SCREWS ((SHADE 2 CNS) AND TRANSFER THEM TO THE BUILDING STRUCTURE t/a" DIA. TAPCON BY 'mW (Few120 KS,Fi.a KSI) INTO METAL STRUCTURES o t. t/a" DLa ULTRACON DX'E1LC0' ft-W7 KSL Ny.155 KS) STEEL : 12 OA. MIN. (FY = 36 KSI MIN.) EnW+JMOW PAOWJCt RBYISBD � INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8"THK. MIN. (6063-75 MIN.) PRODUmqcomATREVO retHlodda 1-1/2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W90 d • THRU 1 BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS)1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MAN–DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY 2� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 r TYPICAL INSTALLATION DETAILS �V THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW � o g� INSTALLATION DETAILS THRU 1X LNSTALLATION DETAILS THRU 2X DISTALIAMON DETAILS DISTALIATIGN DETAILS INTO METAL g WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOW STRUCTURES DIRECTLY Km CONCISRE STRUCTURES OR INTO APPROVED MUWONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPOL ANCHORS 1/4"MAX sOR T]EY. SHM q jL 28Y W000 IXICK FOR SP/K,YNOOR 1YPocAL A own •e SSTR� RECAULKING OR SEE El". FOR SPNING TYPICAL ANCHORSSM EM. ACINGQ — W S2 MIN., • a ° '• I • 4W!,E H� d �I'! MZ a 'r ••••• •.••• °• i BY i • FOR SPACDTO !d , �j W Q E3 S7 Q W • WOOD SCK • •••• o.'. t"i G • • 2 3 • 1/4.MAX BUCK NwHr 1/$mm. •••• •••• CAP f nao— 4i • • ' fee* •• ►vooD��� !R • ••� • • •• ``� NOT BY cm MIN. ••••• h _-�, Q C2 z � ••••• •• FIN FRAME Ma • • •:••• • TYPICAL ANCHORS: SEE ELLv.FOR SPACING I I a ••• • -------' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE W. R THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. Br a EXTERIOR 4 4 !t BUCK twm DUCK YDDFH -------------- mm-ow -------MWD-DADS COUNTY ��mm-wx COUNTY APPROYm T I I APPROVED MUWON I I MUum&MUllm ANgK<RS I1 g's T T MULLIONANCHORS E MA SEE SEPARATE NOA i iSM SWARu n v Ft& e FOR SPAM By SPAM d—Ing - #14 K I'$MS. 0015 W10-02 atmet of 8 2.608 ITEM PART 1T QUANTITY DB3CRIPTION NATERUM MANF. .ON E1 Chi-116 4/wow RANGE FRAM 6063-T8 - E2 001-119 4/WON. FLUSH FRAME"FRAME 683--78 - E3 CM-121 4/WOW. OL12W0 BEAD(IAM.CLASS) 6083-78 1 e98 312 E4 COI-123 4/WOW QaAAZNNG BEAD(LAM.MUL GLASS) 6063-76 - .993 .088 E8 CM-110 4/NOW. NAL FIN ADAPTOR 6083--76 - EB CGI-109 4/NDVL FRONT FLANGE ADAPTOR 6083-75 Mt COI-30V AS REQD. GAZIKG BULB VINYL PVC DUR014lER 78-M SHORE A OC 1.338 M2 CGI-124 AS READ. OOVER-OPTONAL PVC - 8 A Et M3 CGI-112 AS REQD, FLUSH FRAME OWER PVC = FLANGE FRAME M4 OPRONAL GAZING ANGLE(1 K 1/2 K 1/87 8083-78 R MB - 2/LITE SET M BLOCKS EPDM OURMO R SM SHORE A d 250.5 •Ogg 52 /10 X 1-1/4- 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - .612 1.498 .998 QBS GYP. • 1e7S8 • ••f• • •• f f f•f eL FLUSH FRAME/FIN iRAME • • •ff•• '988 • • YgP 8 •• AT EMS G ••ff •fff•• WELDED JOINT •••f• •• •1'1� •f•• R N ••••• O CMIU BEAD (LAM.�W• Z m y .120 • • •• .080 • •• 1,000 128 • TTP. • • • •f••• • • •• • i-4 1.184 "g` 9 k3{PdJ C p31 E4 GLAZING BEAD (LAM. INSUL MAW) GLAZING ANGLE(LAM. INSUL. CLASS) CUM"WINDOW t.130 .088 t.480 RECT. OR SQUARE WINDOWS 180 $$ $ 1.898 1,880 s6o .QgQ rT. co1WER -a d 12 H1335 g�om� O NAIL FIN ADAPTER O FLANGE ADAPTOR o Ear.Aw AF6tAD 1.388 1.119 FIA. 7692 ��am _ Fkdb Amm NO .180 .�1 loo .as0 .066 .030 1.081 2015 dTawiRg TIO. woo—a2 O FLUSH FRAME COVER O SCREW COVER :Ileal 8 of 8 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) w,w.miamidade.eov/economy CGI Windows&Doors,Inc. 10100 N.W.2511 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manitfacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series i1160 Sentinel'Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT: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 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets L&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. •• 00: •• • • • • • •• INSPECTION:A copy of thi$entire NQA:stl�itb4 govVed to the user by the manufacturer or its distributors and shall be available for inspection sl tke fog srle'at Thd rdquesi 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 ivasaeviewed bj+Dhaq:L.Chjnda,P.E. . .. . . . . . .. NOA No. 14-1015.04 MIAMMADECOUNTY Expiration Date: August 08,2018 . e •• ••' Approval Date: August 13,2015 • ••• • Page 1 . .. .. *so . .. .. 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 I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 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 FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 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 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 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. Anchor verification calculations and structural analysis, complying with FBC-2014(51" Edition),prepared by Al Farooq Corporation,dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 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 conformance to FBC 2014(501 Edition)and letter of no financial interest, prepared by Al FrreogQofperationpdated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance Aud acWegd4rqlettgrs,aspart of the above referenced test reports. G. OTHER " "' " • • •• 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Testproposals WrovId dald 12/JV1q;&#12-0553, dated 04/25/12 approved by RER. •as lshaq 1.Chanda,P.E. Product Control Examiner ••• ... NOA No 14-1015.04 :.: Expiration Date:August 08,2018 • • ' ' ' Approval Date: August 13,2015 . •. .. • . . .. .. ... . ... .E-I 37-1/472- HEM ANCHORS AT ST1LB ENDS DOOR FRAME WIDTH DOOR FRAME WIDTH 2 ANCHORS RUANTTfY CHART » 6-MAX. 3" T E'A' 'S' OS R,C,H0 MAX. SEE CHART FOR QUANTITY ANCHOR TYPE Z HEAD/SILL AT CORNERS SHIM 'A' 'B' 'C' C CORNERS A �_ A __ 1/4" 4 4 4 F a 8 I r I 3/w 6 6 6 7 - I i i d'o r lir= a& � rAODDcfREVDTED LOCK OPTIONS ; � i �•. i.)e IM ImrTr W •^ •.. J ! � m W = ! SEE SHEET 9 I ____ / Aee�r�sM (f-(6,1�$,•,�-0�• .••••i w ••1 •o ` •••ii �I m \ �/• 1 ii m �"o4h.—"�1:=°,?4,I�ol& • • I v • • ••i r� i \ i ii/NzN • \\ I -/ o • • II \ i \ / ;r a • • N ii \ r \ i i / �� iv ao SERIES SENTINEL 180 �) ••••• • •• Qz^ •• 11 I I I II z =N o • • _ ; I 1 ^ = ALUMINUM OUT"G DOOR W/ SIDELITES V)i a • • • •• Acm£ APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS • • • �r •• i 1 __ qA�N�CHORS T!i WITH OR WITHOUT SIDELITES. 0 3mCl • B z SIDE LITE$ CAN BE ON ONE OR 80TH SIDES OF DOOR. 9Z•••••• •••• • •• rc• • • a�o $ SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o_ u 1/2• 8 23 1/2" U o • *000 • SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. • i.L oPO. 2 ANCHORS O.L oPG. D.L. SEE SHEET 4 FOR SIDEUTE TO DOOR MULLION CAPACITY. 0 •••••• • • • TYPE'8' SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY •:•••: AT SOLE ENDS TFALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT SOLE ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( ) ( XX ) SOF THE( CURRENT FLORIDA BUILDING CODE INCLINING HIGH VELOCITY XHURRICANE DOOR OPTIONS 18Y OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO 4 TRANSFER LOADS TO THE STRUCTURE. IgI DOORS LOAD CAPACITY -PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE(XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM. or INSUL-IAM. DOOR DIMS. LAM. or TNSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. EXL(+) X'IT•(-) EXT.(+) Mr•(-) c n 3VnpTH EAF HEIOHT WIDTH HOGHT A LOAD DURATKNR INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 9 $ m /- e6' SO 80 MATEMWS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME 04M 0<m u o NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE. n q NOTE: E'JAIAD AFpaAD FLUSH BOLTS AND LOCKS MUST BE FIA.P y 7,,�Z N ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS. [ff2Oi5 PERIODS OF HURRICANE WARNING. O.LO. HEIGHT a FRAME HEIGHT- 12.875" 0.11-0.WIDTH (X DOORS) - FRAME WIDTH - 13.75" *� NOTE: D.L.O.WIDTH (XX DOORS) = (FRAME WIDTH — 25)/2 GLASS CAPACITIES ON THIS SHEET ARE Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DOORS/SIDELRES ARE RATED FOR LARGE AND StINNLL MISSILE IMPACT. W13^O1 DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQUIRED. sheat 1 of i i � o . 37-1/4' F. 3 DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD @UANTiTY CHARORS AT T z zd 00 2 ANCHORS ( SEE CHART FOR QUANTITY 8'MAX. TYPE LE' 'B'OR'C' ANCHOR TYPE a HEAD/SILL 3' AT STILE ENDS HEAD/SILL 3' 6' 3' SHIM ,A, ,B, A. C s CORNERS A �_ COMERS A -- 1/4' 4 4 4 gC� i"'111 1 14 1 I 1 g �� { ( I N :0 0 0•: ' � �a '� • - �`d= �a LOCK O nONSSEEEET 8 0000•• m0=G `•� m ii Q W ° ` $d ii m •• n 00000 0000•• 000 ••• \\ii 1 OCi 0000• 0• • 0000• K i \\ 1I/ �� D b • • ••-•.••. • •• 0000 = -� \ -�1'- cj 0000 N Q2 Q { O 17 ACTVE ACTIVE - Z Z n 0:000• O- • /• 0000• 5Z0:00.0 • •ia $ B 0 B A98 •••••• 23 1/2' u 23 1/2" 23 1/2' O • • D.L.OPG. 2 ANCHORS OOFG. D.L.OPG. TYPE 4 ANCHORS SURFACE APPLIED AT STILELE ENDS TYPE B' FALSE MUNTINSj AT STILE ENDS MAY BE USED i8J TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR ° R {.X) ( XX NOTE: SEE SHEET 1 FOR DOOR CAPACITIES n cm� m C<m u o n Eller.JA�AHM 4 ALL P.NE.�38 2 ' ^� - drawing no. W 13-01 VOO gnat 2 of t t 144'MAX. 4 V 1181 0 37 1/8' 36' n. SEE CHART FOR OUAN111. 8Y n_ SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDEUTE WID Z HEAD ANCHORS 0 &MULLION ENDS 8'MAX. 6`MAX. 3' 8' 3' AT QUANT17Y CHART F 1 HEAD/SILL F HDO/SIu F A - ---���- ANCHOR TYPE o CORNERS CORNERS t t SHIM 'A' 'B' 'C U 1/4' 4 4 4 m e I H H H //s i it ii of s ( • •• %/ // LOCK DNS I • + FI FASTENERS SAME LOCATIONS • 0090 • •/ SEE 6 + o �t✓ AS ANCHORS SHOWN INV N •••••• •••• • _••'o �/ m n, / "/' + ❑�_nll , ==== 1 _s SHEETS I &2 --+ •m B 8 =R===_ � � t .. .. ; if/ ow ...... .... . . , 11 II ..... .... .. .. ••••• •••• • •• It II it it sn+M i••••i •••••• •• •• ACTNE INACTIVE - • • • •• ••• I t t Z_z 31 I1r • • • G ggg •• •••• • •• 31 1/8' 23 1/2` l 23 1/2' 311/8. m $ V •••••• • • ILL�• D.L.OPG. D.L OPG. D.L.OPG. D.L. �• O SUI&ACL APF'UtU 7 DESIGN LOAD CAPACITY -PSP 4 ANCHORS FALSE MUNTINS sro£L1r£ FREIE STATIONARY PANEL(0) TYPtGAL ELEVATION TYPICAL ELEVATION Ms SD�AND MAY 8E us£D (SEE NOTE BELOW) OXXO ) +I INCHESINCHHEIGHTWIDTH <ES EXT.(+) INT.(-) 0 ) MIODUCr REVCED c $ 24 e0.0 80.0 SIDELITE OPTIONS WuDthe florlb f?f� 30 60.0 80.0 Aer�plreeNo_►1My-�t�p/�:yn, 33 84 80.0 80.0 iB/tn. 4rrh_ 36 80.0 80.0 MfJdlhte Ce•tiol 37-1/8 77.6 77.6 39 73.8 73.8DIMS- 655 •^-f- SID I D.L.O. DIMS. 0 u S $ 42 88.6 68.8 24 60.0 eo.o D.L.O. HEIGHT FRAME HEIGHT - 12.878" D.L.O. WIDTH n SIDELITE WIDTH - 6'STAND ALONE SIDELITE ONLY 30 80.0 Boo D.L.O.WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 90 80.0 80.0 n 36 80.0 80.0 EW JAM AHMAD •S„ 37-1/8 77.6 77.6 FIA. E0__74562 S i� 39 73.8 73.8 a�.w 24 80.0 80.0 ' 30 80.0 80A 33 66 80,0 80A �owtng �o. se Bob eo.o W13-01 37-i/8 77.6 n.6 sheet 3 Of 11 DESIGN LOAD CAPACITY -PSF DOOR DOOR DOOR DOOR lot q FRAME SIDELRE SIDELITE FRAME SIDELITE FRAME SIDELITEy. FRAME S0)ELOE LOAF FRAME DOOR SiDELRE SIDE6T'TE TO DOOR MUIMON WIDTH' WIDTH WIDTH - WIDTH WIDTH WIDTH WIDTH �I. H n WIDTH WIDTH HEIGHT ( NOTE BELOW) F O J INCHES INCHES INCHES EXT.(+) IM.(-) 24 80.0 80.0 30 80.0 80.0 33 35 84 80.0 80.0 p JB 80.0 80.0 37-1/8 77.6 77.6 \ J J \ \ J / ♦�O n 39 73.8 73.8 42 68.6 68.6 24 80.0 80.0 A p 3D 6O.D 00.0 (xo) oxo}_ (xox) OD 33 35 90 80.0 80.0 (OX 36 80.0 80.0 )L 37-1/8 77.6 77.8 SIDELITE DOOR FRAME SIOEUTE DOOR FRAME SIDELITE 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH L37-1/8 • 80.0 80.0 •••••• • • 96 db! 80.0 • • 80.080.0••• 80.0 80.0 / i/0•• x % v%77.8 77.6 x % ,r ii Q F- • • 000000 0 • 0 0000•• 0000 •• •• \ / \ / 0000• 0000 0000•• \ / \ / • • � eY n o 0000• 0000 0000 ( ) 0000•• 0000•• 0000•• MULLM '( 0) DOOR STU (Oxxo} ONM • • END ANCHORS / END ANCHORS 1'RT1DUCi'REVISP.D 0 m H •••.• SEE SHEET 3 SEE SHEEr 1rc�rpl106 wuh M.Ilam Z Z, 0000•• 0000 0.9000 • ■yilsNon 7Ack-�91 1� U 000000 9 • i�. o • rkg LEAF WIDTH �} A SIDELITE WIDTH DOOR FRAME WIDTH SINGLE(X)37'MAX. f$ DOUBLE(XX)72'MAX. u SIDELITE TO DOOR NOTE: o fi INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE USE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) m g<m a AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Ems:JAVAD AHMAD i !3 CAPACRY FROM TABLE ABOVE. NA' PC 3. LOWER VALUES FROM SEEPS 1 OR 2 WILL APPLY FLA. CAN i 70582 0 70 ENTIRE SYSTEM. '3838 Vin•^ drowtng no. W13-01 ahaot 4 of 11 10 4 z 3 a � F I u �O 3/16'TEMPERED GLASS pyo W$ 3/8'AIR SPACE X tQ 3/18"ANN.GLASS 3/16"HEAT STREN'D GLASS 3/18'ANNEALED CLASS Ti.�Z • •• .075"Sonex CP VBIh PET Core 075'Soflex CP With PEr Core 075'Saflex CP With PEr Coro a YI O ElyBy Eastman Chemical Co.' _ • • By 'Soflun Chemical Co.' .0 'Eastman Char Ari Co.' Logo'sonex Clear And Color Gloss N • • • •• • •• 0 SoRex Clea.And Color Glass 090'Soflex Clear Aril Color Claes •••••• INTERIAYERS • • • • • �'Eoelman Chemical Co.' By'Eastman Chemical Co.' BY'Eastman Chemical Co.' ••• • INfERU`YEA � 090'Kuroroy SentryWas •••••• • • 090' raroroy SentryGba •y' Kur Am� �. By'Kuraray Americo.Ina.• • • • �y'Kuraroy America.Inc.' By'Kuroray •••••9090'Kuroroy Butacite PVB ro 090'Kuroray Bulocite PVB 090'Kuray Butocita PVB O • • e " 00 •y'Kuroray America,Ina.' BY'Kuroray Americo.Inc.' BY'Kuroroy Americo.Me.' •••••• •• • •• •• 3/16"HEAT STREN-0 GLASS F • 3/R6'ANN.GLASS 428 'HEAT STREN'D GLASS •••:•• •••• SILICONE•••••• SnlCONE DOW CORNING 995 �NCOEINING 995 PRODIKf RkNIgEp PC C4 o ♦•••• •••• ••dl6CORNING 995 DOW CORNING 899 DOW CORNING 899 w •uh at Fb i4 • • •••••• • l�200NN1G 899 _1 GE-1200 � 3 M •••••• Aseeptsste No -Q/ .O O M�+ i j z • • • i ery••• m i>yYeYr arta C z A •:•••• r. •i06L• O•••••• XL EDGE SPACERST.STEEL BY'CARDINAL.'ORRASEAL BY'OUANEX'sUPER SPACER BY28 AT 1/4 POINTS /4 POINTS 28 AT 1/4 POINTS o $q L5 7/18" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL INSUL. LAM. GLASS g� GLAZING OPTIONS a, $ . gag ac c a m a o Engri 11WAD MOD .0 @ FLA. A 70592 o n 3538 52015 drawing no. W13-01 sne•t s of t t 4EOGE WOOD BUCK TYPICAL ANCHORS tBY 40 BUCK 1� EDGE DIST. SEE ELEVATIONS Dom. SEE TE SHEET 1STRUCTURE METAL IQ �I >. FOR SPACINGA �ONC�If ' b OTE SHEET 1 EDGE DIST. SfRUCTIAtE 3 Y � 8 Z $ ru, Z 1 i i i I J a 3 23 11 I I \gg mN m2 Li M 3 I� I I I I 21 -8 8 TYPICAL ANCHORS G q 12 SEE ELEVATIONS ttt I 1 i I TYPICAL ANCHORS CHORS FOR SPACING13 FFOR SSPACING FFOORRNS SEESPNG V y�tly�1•�p`IgC I I --- t$v 6 I i i I�MIAMI-OADE COUNTY APPROVED�j IIf i t 1 1 I CUPPED MULLION I r I j SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS ll I el •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I�___-_________- -______�; • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. a • •••• • ••• t • 2B TYPICAL ANCHORS: SEE ELLV.FOR SPACING •:••• ! • TYPE 'A'- I/4' DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) z • • • ,MINI GNI F TH - 2-3/4` TYPICAL ANCHORS SEE ELEVATIONS O • INTO 20Y WOOD BUCKS OR WOOD STRUCTURES FOR SPACING 0 •••••w •• • • 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) (ffiziY • •••••• ••• 014 ! THRU 1 BY BUCKS INTO CONC. OR MASONRY •0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) (n u> •••• ? i•• a • 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $ 0 �+ y G3 n • • IS. ! • I ! TYPE 'B'- ,],/4' DIA ULTRACON BY 'ELCO' (F-W I61,FY-155 KSI) Z_Z c MIN. LENGTH = 2-3/4" 3 0 w � •• • !• ! DIRECTLY INTO CONC. OR MASONRY -90 3 • •••• • ••I • 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) V 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) PIODUCfp - TYPE 'C'- i/4" QLAL TEKS OR SELF DRILLING SCREWS (GRADE 5 cRs) °� ' �I•`�0 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 AMpIsMN. g& INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) S '• �.a C $ ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) fC�� o 1� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I 1 I I I S i i i TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. c!^^a W r�®� INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. I i i I 21 12 WOOD AT HEAD OR JAMBS SO- DAIS MIN. 23 I i i I 13 CONCRETE AT HEAD, SILL OR JAMBS Pc-3000 PSI MIN- C-20 HOLLOW/FWD BLOCK AT JAMBS f'ln - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. r Al tutMAD Y FLA.PE 70692 S .I, SEALANTS: if ECONCV ' ';" :.'' ;'> S 261 o'• TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH droving no. EDGE DisT. SEE ELLyA'nom GE SCS2000 SILICONE SEALANT. PoR SPACING W13-01 DOOR DETAILS •he•t a of 11 ��V 3/8"MAX. © O 3/S� Z ,� SHIN 2 1BY WOOD BUCK p 10 .SEE NOTE SHEET I a ACTIVE LEAP oi• T.pc&ANCHORS 21 ' TYPICAL ANCHORS SEE ELEV.•.•. FOR SPACING c �• SEE ELEV. FOR SPACING a•,. j_ - _-=_ ----- 9&VIA PmDBCF REVISED a 1 25DL OPD. y "' • RcraL 2 28 ,T L EXTERIOR e a • STRbRIR!! • •• LEAF WIDTH 3 POINT LOCK aV ••••• • WITH DEAD BOLT • 0 0 • SEE SHEET 9 M,rd lb* Co,W 000••0 DOOR FRAME WIDTH 0000• • • • � m • • • • $ • • m 0000•• 0t7 • o La ••0•• 0000 •0 00 3/B"MAX. • • 0 SHIM 0000 0000 0000•• 0 0 0• 0 7 s• • • 3 POINT LOCK 2BY WOOD BUCK • 3 8 MAi�••. • • M� • • WITH DEAD BOLT OR • 9000: SEE SHEET 9 WOOD STRUCTURE 0 N • CONCRETE 0••• r- 9:0064 FLUSH SW SEE NOTE SHEET 1 Z_Z 9R� INACTIVE LEAP •:•••• •• N0 .. •• ACTIVE LEAP U o g • •••� • •• 24 16 • 22 T9 000000 TYPICJa.S�CHEIOE�V •0 1 0 Fii•9tr ". • • C7 Yn Id 61 FOR T TYPICAL ANCHORSSEE T D.L OPC, T Y SPACING 8 19 D L OPO. EXTERIOR LEAF WITH LFAF DTH lcol DOOR FRAME WIDTH 0 a m o 0 Cra [I]lk- Engr AHMADFLcnr 170592t! 5 drowtng no. 6 2015 W13-01 DOOR DETAILS sheat 7 of 1S V U TYPICAL ANCHORS SEE ELEVATIONS �Y 4 FOR SPACING •`CONCRETE. :.CONCRETE•. O J 1 c� a Q'o 12 13 �1 N 18VV�fi m • _ 3/8"Kim.. t••I J MATING JAMB FASTENERS • • • • I •• $HW) S 2 10�DOOR JAMB SPACING LOCATIONS N 0000•• •• • 0 • • • i • OR .1 : 17 ON SHEETS 1 dt 2 O • Ow 0000•• �• •: MASONRY• gig • • 000 FC-4 0000•• • 66y) 00 00.00 i W �. 03��' ••0 0.0 t• S,� '� • ;.e. ._._.. .._.._.. - - ----- - --_-_ X900 • • •0000• ••• •• 8 ...'� �O • • • U�f ••• 0000•• •• EXTERIOR —� 0 0 • 0•• 0 a D.L. OPG. LEAF WIDTH • •• • • •0 0000 • 0 • SIDEUTE WIDTH DOOR FRAME WIDTH • •0 • • 28 37"MAX.SINGLE(X) +0 0 FRAME WON 01 MAX.DOUBLE(XX) c 1Kg Ra IRp5 S K S /7, PICAL ANCHORS ff LONG ►NODUCf REVISp► $ 61 SEE ELEV. LAPPLY SEALANT 3 FOR SPACING BEFORE MATITINGi-8� fp►PIorW Am~No Itavtinflw Don _`o 'a ffi NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" 12 © 13 s Engr:J V�MAD q ° x F PN./"E#M92CA s n I , 201x1 drawing no. CONCTiEre; �'• e. •°.•.v EOGE.THST. WPICAL ANCHORS W13-01 SEE ELEVAWNS SIDELITE DETAILS F FOR SPACING sheet 8 OT 11 �v U BILL OF MATERIALS EXTRUSIONS MISCELLANEQUS z Z 3 J m 1 PART K. msWimm MATERIAL WWIF. loom ttEM 1 URE PART ft 1MSCRIPT= MATERIAL W AF. BEMARIL9 1 CGI-189 FRHAE MAD ACO SILL 6061.76 CGi EXAMINER zt M18 - a a- 2 CGI-190 FRAYS JAYS 6063-T6 C6i naRUOER 22 a 32084 iso FOAM GASKET FDAM g 8 3 CGI-1% SIDEUTE HEAD An SILL. 6063-T6 ar EXTRUDER 23 M5 WM 2W A7 x.320 VEATMRSIRW PRE W LIMIER FIN MR. ULTRATAD OR EMY @rD 4 CGI-197 FREE STWWR'i OWN im 6M3-T6 CGt EXTRUDER 24 ND V333?ONi W X 500 HMA PILE V'STRWPING VOL W FIN ULTW B UR ar p S CGI-I% MATRL SIDELITE JAMB 6063-16 ar EXIRII� 25 M9 dh10H-H RM l4 U2'X 41 ALUHIORI CE-CUST@I 6 CGT-193 PM T&AND MUM RAR 6063-16 CO EXTRUDER 27A M10 ASD Ifs C4 1J2'Y 4') FW6ER � d 7 MH94 Pmm VmTtm STRE 6063-16 ODE EXTRUDER 258 MR �Amm-mXRXd N 1/2'X 4) uS Wm 9 CGI-199 SIEAR BLOCK 6063-76 ar EXT�ER 26 H4GIA71%BEAD MU VWTL CGI-CI61DMF1 CGI-191 FRAM WAD AND SRL CRCV CM 6063-75 CW EXTRUDER 27 M73Ar-t6 FULLY TODISED ROD-SECURED WITH 3Ar MX NUT ZDC PLANO13 CGT-192 FRAM IFAD AMD SIL SLANTED SCREV COVER 6%3.75 ar EXINUDER 2H - SETTAS WV a PER LITE) E)9T4 DURIDdTER 6'OES SHORE A 4' IL U C61-m TAP GLASS GLAZOIG BEAD 6063-TS CW EXTRUDER -j 14A CGI-M3 V GASS GLAZING BEAN 6063-15 ar EYTRllOfR 4� IS EGF200 MR IM PATE 6763-76 1 EGt Exima NOTE, ITEM NI MBERS B 10 & 11 ARE NOT USED 16 ar-l9S ASTRAGAL 6063-x5 ar OfIRIDER 17 co-= SCREW COVER 6063-75 ar EXTRUBER .� LOC IN 44 RDWARE gE • • .*AST Rn OEawPitINl 144TERU4. MNND'. REaa }X U7 ...... a K • . ar e wart LOCYMSSEMBLr l6crlvE 1EAh ar-cusTDM uue Hr ALL rWrtm�s •.•.•• • OtiE4• L T ABY fINAC7IVE LEAF) C61-QISIWI USED BY ALL OPTIfMS O • OPTIIIT 5455 PASS RCTIVE LEVET CACIIVE LEAF) Mum �• • 1455 FO VE LEAF) HALDVB) UPTUDOL • ItALDVM N •.••.• DEAOBDLT(ACTIVE LEM U)N OFT RM 2 1 Q�K Lm DEXIER BY SCR _ ••••• •••JIS 1BR605 IACTIVE LEA) DEXTER BY SCK p 3 M • • •..•• 4NALi1VE LEA) DEXTER BY SCH OPTUDK Z Z OPT�i 3 DB2410. J.'.T LEAF) cam CREEK moucFREVISEDrr v i•00 o i �E1t/iL�LtvEN Wm LEAF? cam am LO�#iCM* d•PbrWA Ip��, —U' o gdS[� • • MAW aNAcrlvE LEAH CCOPER ara DPT�at. vwee ft a •O�I �r 5--` FgHiralb•ptr • • • Caw • SCREWS�: K ITEM/ PART No DESWTIM RERA= IH •14 X Mr HEX)SAD TEMS-)MLION ATTAaKHT S 73s 19 16 Y Me PAN MAD SMS-ASTRAGAL ATTADKNT IF FRRI 00 20 i W X I UY PH SMS-ASSEMILY 3 PER Cam Cind� p C 6 0 0 0 _n En9n JAVAD NWQ A CmL FM PE CAN. Ot5 drawing no. W1 3-01 shoat of 11 �v U n h,8 3 Bell 809 Auerb y a AaAk a 20d Rod fY w z�� 1/2• IMAM N e /10:31r PH 96 FWMI • • • • • Tp h 0000.• 0000 •• • • • • � ca O yj 0000•• O w 0000.• • • �� 0000.. ... C's ••.•• • K Dec"As* J:IW PH SIS r cid � 0 3 M ••.�.• psi.•• • Tama o y� wpFbi14 Rg •••.•• • A"ptwce Ne 0Ir T 0 • 0 •.• Acltwtw At►wt C."'d • 0000 • • • Sw Cops o 0000•• • •.••.• I�ea cepa o TOP SECTION SHOWN c $ • (BOTTOM S?ALM) Flushbalts(Inactive Panel) € Top&Bottom c w^ O CCW WAD MWD an y1QM � p FttAI M92 o n� 45 5 drawing z no. W13 M CUSTOM 3—POI14T LOCK sheet 9.1�11 3825 3 .082 ,.825 Z .750 Q 1.590 .080 100 a ,.587 4.495 5.500 Q ,2 FRAME COVER O DOOR FRAME HEAD/SILL 1.410 1.625 O TOP & BOTTOM RAIL 5.500 ,3 SILL COVER oso 6.438 • •• .075 0.0.00 .••• • 0000 .485 1.828 ,.440 Orij :000*: • 0 0 ....•• i • (/3 s• • 000000 .075 ,.083 4.495 a • n$ 0000.• 00*00 000•• 0 HINGE & LOCK STILE 0 O .•• 755 • • 3 000000 0000• O� m SIDF,LR�p� & 8011"PRI4ME 17 SIDELITE JAMB COVER • 30 � 0000 ••••0• vis • • X328 ...••. O ••.••f • H135• 0• •• ,0700000• 1.500 .185• •n. • .145 .625 "Coo• •0000.. Nu• •••. (St, �....� • Lasa O15 cy $ 18 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 .675 3.005 ,.061 1.125 2.000 .995 m .,20 1.482 ,090 •250 0<m v 0 .500 1.184 .080 �' .080 14 .12014.010 GLASS STOP (LAM. GLASS) 4.000 4'� .075 ENn JWA9 AHM ° 9 CPA soo ,2s 070 S9s -Ib-.120 FIACA 70892 0 n h .120 2.366 L_ ,.465 ,.455 1 295 420 .870 MISBrowing no. 1.225 1.184 W13-01 O � O DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 11 C20) 20 MBS �U o zo ASSEMBLY FASTENERS Po BE INSTALLED $ PRIOR TO JOINING MATING JA / z ASSEMBLY FASTENERS TO BE INSTALLED 4 / / O PRIOR TO JOINING MATING JAMBS �4 � e � 1 3 cr i i 9 i HoL:Cos••• I ACCESS HOLE on • . i ... JAMB • • s � `� � 9999.. � W�� • , D I a • sEE e I • FOR DETAIL ... 2 . 9999. 9999.. � Z_z ii m • A _ ••••• •••• •... SIDELITE MAW JAMB CORNER 3 s • • SIOELRE JAMB CORNER g� •••• •WtQ FRAME TOW&JOTfOM CORNER TOP & BOTTOM TOP & BOTTOM o • • . 900.60 •66.9. 6.6• • 13 O • 6.96 .6 •69 .600.. • • $ �&� • 88 69.666 • • l0^ lid^dj aH�6 27 Cs mu e n Ener:JAYAD NWAO U 9 CIAL CAN. W13-01 L O O drawing no. LEAF & BOTTOM CORN BOTTOM CORNER ahaet 11 of i i ti i MIAbDADE MIAMI—DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) • 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www minmidade.sov►ecouomv CGI WINDOWS AND DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 150"Aluminum Sliding Glass Door w/wo Reinforcements-LX.I. APPROVAL DOCUMENT:Drawing No.W10--31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and.Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table:Sizes Vs glass types,Interlock reinforcing and the max.allowable panels with in the unit frame area,in sheet 12. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed Y2"at Headrambs&%z"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. 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 applicab1&i1dipg•ooda ng"1J affecting the performance of this product. TERMINATION of thisVOAJU Nc4r$flit the expiration date or if there has been a revision or change in the materials,use,and/wr netifi*94 a©tttie product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section cif this NPA sbAl be cgusq fqr termination and removal of NOA. ADVERTISEMENT:•.jxe 240A.:i%g4 d prgcAed:by the words Miami-Dade County, Florida, and followed by the expiration dare'may bd dWayed 10 adtertising literature. If any portion of the NOA is NOA No.15-0619.06 C1.=CU ; E iration Date: Se tember 22 2020� p �••• Approval Date: Apr1129,2016 Page I ... . . . ... . . MIAMI- ADE MIAMI—RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1sm1dade.$ovleconomv displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0627.15 and consists of page 1, this page 2 and evidence pages Fl, E-2, and E1-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . ... . . . . . . .. . . . . . .. NOA No.15-0619.06 MIA! RADE COU • •` • • • • • • • Expiration Date: September 22,2020 �' ' 1�'1��' : : Approval Date: April 28,2616 • • .. .• • 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 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135° and 90° corners,prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated.12/07/15 respectively, both signed and sealed by Joseph A.Reed,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, DurasealO 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 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,DurasealO 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)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 •. 2)j wW Nliss9e.Impact Test per FBC,TAS 201-94 3 CYckc-4A PAssure Loading per FBC,TAS 203-94 along with rpgtkg A.V m;AgF jnd'Jnstallation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, . ••• . • . ••• .. . . . . . . . . . . • •0 • • • • • :0 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 r CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS(continued) Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15,signed and sealed by Ramesh Patel,P.E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,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 24113.2.1,TAS 202-94 along with marked--up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.HTIr0080-1208-090,dated July 30,2010,signed and sealed by Vinu J.Abraham,P.E.(submitted under files#12- 0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD(OX) prepared by Architectural Testing,Inc.,Test Report No.ATT-00733.03-450-18, dated 08/09/12,signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA#131121.081#12-0821.16) C. CALCULATIONS.. . . . . 1. Anchor vedficahott e*i ja0o�s;ay�d.structural analysis, conformance to, complying with FBC 2010':add:v0it& WBC'6th Edition (2014), prepared by Al Farooq Corporatiori,•dated•0212.4/16,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. • • • ••• • • • • • •• • • • • • • • • • • ••' i' i '•' '•' i' Jorge M.Plasencla,P.E. 14'roduct Control Unit Supervisor NOA No.15-0619.06 ':' : : : : •:• : : Expiration Date: September 22,2020 i • V: • i Approval Date: April 28,2016 r CGI WINDOWS AND DOORS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Sentry Glas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 154201.11 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 FBC 51h Edition (2014), and of no financial interest,dated 02/2.4/16,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum 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 Kuramy America, Inc., as well as DarasealO 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 1.Chanda,P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# 11-1225 dated DEC 16,2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010,approved by BCCO. (Submitted under previous NYOA#14-0627 I S) •' Jorge M.Plasencia,P.E. . .. . . . . . .. •• Product Control Unit Supervisor NOA No.15-0619.06 ... ... Expiration Date: September 22,2020 ' Approval Date: April 28,2016 .. .. . .. . %,V 0 fill 0000.. . . . 0000.. �� 00.00.. 0000 0000.. �R 00.00 0000 0000.. 0 0000 1-, 0000. 000.• , , O • 0000 Tf . • . 0000 .00000 000000 Z L 000000 000. 0000.. 0 0000 0 00 0 0 0 0 0 0 0 0• RS ARE TED LARGE 4 SMALL MME WPAtT- ARE NOT REGUM. ae,m� MMEL MME16T*TARNTT SUME• GLASS 'DOOR MORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACRY MIART ON SHEET 17 OF 28,USING MEERNG STILE COMBINATIONS TESTED AND SHOWN IN DMMG DETARS. APPUCABI.E EGRESS REOUMmENTS PER.FBO TO BE REVIEWED BY BULLDINO OFFICIAL LAMINATED GLASS AND a fHIS PRwucr H!S BEE1t DESIGNED AND TFSIIED TO CONPLY WITH THE I U�ONS LAMINATED•INSULATING GLASS ~ REQUIRE '11S OAF INE 20u(sTH EDIION)FWR9M MMD0i0 CME VSE c19ARls AS FoltnWs LARGE/SMALL MISSILE IMPACT -.Y J 914Ts1D94G HPOH SE xuRwM ZONE(H4F¢). 1L1Y OR 2EK WOOD BIKSCS BY OTFIFn3,MUST BE ANCHDFED PROPERLY DE7f7He01E TO TRANSFER LOADS TO THE STRIICIIptE. HE16NL Wq�20NE �.`....... ANCHORR SHALL BE AS USTfiO,SPACED AS SHOWN ON OETA9S ANOHORS 136iB APPLICA1gE ASE r 6fA1lMRD. PRODUCT RM8® ��ppHTa@ 1� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORE NG OR STUCCO. oleo with the FWtdO a CQo�dee 19.08 f ANIG LOAD9iG OONDRRiNS NOT SHOWN IN THESE DETA9S ARE GU 1J NOIENe. i ••+�{,F •it NDT PARE DI:MCS'APPROVAL SIP3 llst�C1MR78 CN SHeET 14 Sf1BCf ANdiRt AWN �P� X 020 i y yI t A LOAD DURMION 9�lCREASE S USED 01 OES9B1 of ANlxIORS INTO WOOD ONLY. Man R47@IG MORE THAN i>E ,1 IL 0=0 SPEf9PIFD �ipg tt0. All Sxuls TO BE HttOI BIPACT,NON Awif- -METALLIC AND NON-CMWRTSS03E. S Sir' �' y' I ` W10-31 MATER o OICWDIIC BUT NOT LIMITED TO T TM STEP 4 THE toxrEST YALIR RESlR19i0 FROM STEPS 2 AIR 3 fQ� 1xwE BTO coNTACT vDTII OTHER %R MA SHHALLLMi SETT M alw APPU To ENRRE 5YSIEiL -'MtlAb of 8 REgUARE1W NTS OF THE 2014 FUMA MOM CODE. 8' 3• F 1w, lQ ., oaoR FRAtB teDTx it MAX p all ArxtlDRs W Paws 22 4 Paws 9� 48 1/8' AT HEno/sU/� Ar sTeE EP ON SEE.SFff.ET,a Hol.PANEL ev T l+>a11EEr 16 1 13/18' �CAPACOY e : tact OPTKIM1 13 � • ••m G ;� I H H � J FOR CaPACH1• • . . -= 1As 4a 1/a• .••••� R • . ••3k 2 POW oa Om • b =__ - Ge' IYP. o ISO 9/18-NAx DOOR FRAME mum 9 .. .'- ANCHORS IN PAIRS WM ANCHORS IFIFAO/�SLL AT HFAO/SILL/.EU18S 2,3 STILE 4 DS Qui ra SnLH ENDO SEE SHEET,s H8�'�NAK� � iQi pt� 1 r CLQ 13/18- FALSE MIR ( FOR CHART 011 SHEtT 18 (A/A/EEby1ARSS $�Sa 60N OPUD2 FOR CAPACITY _ i T 1 -- -_ = FOR CAPAMIYMW 13 I •� p Vid 00 ••••. tr$ •• ' ry 2 POW 42 1/8- 42 t/8- •• • • - SINGLE LOCK C.L.OPG. OL OPG. I LN •••••• • • � • � is �_ 8• TDCTEPoOR0R 1 F 149 4/1V 149 9118' 97 3/V � WroTH DOOR FRAME TBDTH FRATnE w°Tr+ y 8 HEAD ANCHOLtS IAD ANCHO" V MAY. . 2 OR i PAIRS 8'Wef. $ FALSE OI NAL 4g 1/8' pT ,IANgS �39T6�E SEE SHEET 18 A�HM It�14 f ik{ 11011.PANEL WIDTH Or SEE CHART SHEET 18 1 FOR CAPACITY CORNERS SILL 1 13/18' $Yr 2iijj CEFOR fit. I SEE 13N�� H N m .�• M IH H 0 FOR CAPACITY • '.• • a POSIT I m DOUBLE I=5tv ••••: 't: • f/a�lSEE SHEET aFOR 42 I a POD41' 42 1/8• G •••••• ` • m DESCIW'TIMTO.L. SEE SHEEf 24 FOR so 0 ••••s• • ' y Nv �y • •• •• • o ul • • SO.L TYPE 82 ANCHORS S0. 12K, 02AN4 PAQi4. / 4B 1/B• PANELIWMTH 4e 1/4• -pm-44 1 m ,POCKETW4®ANCHORS MOM' + � AT ST EA1D5 PANEL DTH PANEL 180TH IRJAWACK AT CORNER STILE BM AT 3.O.C. SFE CHART��inS SEE CHART��ACIs ITYY EXTERIOR EXTERM 3 TRACK 8' 14' � S81 AKCHM - UAII DENIEDUNIT) 8 n ' DMI-AI E ATION PRODUCT REVISED . 1 }�� ging wHh Gro PloHda g .�• :=coo 150899.08 i �i E6lpimflon Paw o9rzzrmzo } Oil � •ti. � i dtaairlg tw. �.. .. W10-31 BnBBE a r. DOOR FRAME W. FRAME WIN THIS APPROVAL QUALIFIES DOORS WITH APPROVED190TH NON- CONFIGURATIONS SHOWN WITH OW AN 135' CORNERS pf�ART INTERLOCKS 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 C, ARE FRESENI. "` F= H ` FOR DOORS USING BO' k 13F CORNER STILES 0 LMT MAX. DESIGN LOADS TO f80.0 PSF F O T- PRODUCTIMME.D S Baamaghum=wpb am mwma N NON-M& 154818.08 a' XXX 0"0" 0 � E7aWOR O (Doxx �rlratlo+a� � XXO By Q XXX(REVERSE) v FRAME EMDOOR FRAME WN 01 $ ag NE CHART ON SHEET 13 SEE CHART oro SHEET t3 H T HLH Ir Q • • • C 7 0000•• g • • •egos• • • H L © 0 EXCfR10R 0 M NON Parra WID01 r • eff O[ue.'o'ai SxEET z2 Gi 0 • 135'CMOM DETAIL'P•ON 9W 22 00 •00•• OPDOHA.DO UEU OF Jt 0000 0000• c **:Go •0•• 00181pow#m PAN0. FRAME WDTH 4 X • INDiFI Q qD M 0000• 3 • • • • Fi 0 ••• H N cZ_1� 0000•• 00 0 0000•• •�• $. � � � iR U O��{ •• • •• : •• K �BiI • 41.c. •:0099 0.0 9 0• XXXXXX(gm" @ • • - W CORNER OEM*W ON SHEET 22 13s cma Cm'1+ON SKEET 22 NON CHART oRFSHEET 9 OpfW a IN LIEU J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRN1E TROTH PANEL VgDTH �yy �1lI O N d H H H a Al i � N Oer.� TE Fle 8 XXXXXO(SMo911) � � EXTERIOR 0 O O _O ® o OX)=O 90 caatOR aEun•a ON sxEa r 22 13S CORNER D='P'ON SHEET 22 SEES CHART ON 3 V..... i OPOOM K1 UEU OF J1 •� NFERLOCIM NOTE: /PROVED CONFIGURATIONS 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. nc NON—POCKETED QOQRS (NON- SKOM 2.FOR APPLICABLE NON REINFORCED OR REINFORCED DESKIN PRESSURES SEE SHEET 13. OF dro1Fh18 SEE SHEET 13 FOR OF AND MWORCINB MONS 3.FOR ANCHOR bETAIS SEE SHEETS 15 THRU 23. •� TOM a) TRACKS 4.DOOR SHALL MEET EGRESS RIMUFMOM AS APPLICABLE PER FM UlollsNNnd 6 of 2 W FRMJE M DOOR FRAME WORN THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v yppTH NON .INTI 3 CONFIGURATIONS SHOWN WITH BO'AND 135 CORNERS",FSEE ON n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 A ARE PRESENT.Z C rs H 4 1 FOR DOOM USING SO $ 138' CORNER STILES p H LIMIT MAX. DESIGN LOADS TO+80.0 PSF F PRODUCT ttBY181zD asretth tiw Pbrida tM L �d NOA-No.MMOR 160618.08 6xpbutlon Dat•08/?1t2040 ® © BYMMOV99M Product $ :Imp DOOR MOTH - DDDR MtmH MOTH -RAAff.uNTER.ocaa AT �NON ON sir 13 j H J H t j • • m •• • to a� •••••• `� • • • ® O Q QJ • • t•XXXK)OCP{SHOWN) EXTERIOR W COMMDema'o'ON SHEET 22 • • •••••• • 13S CORNkR DE7AD.'W ON SHEEP 22 •••••• •••• •• •• - X81 LD]I�J • • • DOOR FRAME IM ••••• •••• • NON-��. C • • ••••• ••• **of SEE C)IARr ON SHEET 13 O •• •M• : •• - K I U�B� •••••• ��! • L • P)D=XX(SHM" Oo EXTERIORo 0 o E'MffL W®iH o o T CORNER O E 'a ON SHEET 22 XX 000cp TPOCKET 1�11AY NOT BY CW las DDS orAa'r+ON LMIEEr 22 NOT PART OF THIS NOA OPRWIAL IN LIEU OF J DOOR mm B AOR FRAME WfDTH NON-REOEF.INTERI.OW SEE CHART ON SHEET 13 1 H J N 1 Ld H N s Iy N arm w P)MMO(SHOW" O EXTERIOR O O O PANEL=1 O O L 0 CORM OEM'P'ON SHEET 22 P�F:. 2T ot�aAt w LIEU of J ��� 13S APPROVED COMMURAIMMc •.. POCKETED DOORS (N---so" ': SIM SEE S 13 MR Op AND REINA OPINKS P1O�: i 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PIRA ONLY. �JfNP THREE (3) TRACK$ 2.FOR APPLICABLE NON REINFORCED OR RENFORCED DESIGN PRESSURES SEE SHEET 13. w Qf � POCKETS ARE NOT PART OF Tk44 AtW/Al. 3.FOR ANCHOR'DETABS SEE SHEETS 18 THIN! 23. WIOr31 AND TO BE REVIEWED BY AM 4.DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER Fes. eh•ot 8 0/ 8 THIS APPROVAL QUrwFO DOORS WITH APPROVED y„V i w1x F WIDTHCONFIGURATIONS SHOM WITH aU ANO 1W CORNM =� RO INIERLOCIM arT T 13 WHERE STILE CONFIGURATIONS AWN"ON SHEEP 22 ASE PRESENT. FOR COMM USDIO W & 135' CORNER STILES F N LIMIT MAX. I LOADS TO *BOA PSF it @- ® QH EXTERIOR XO(*M" Oill ox $ a a FRAe►E wMW SEE ONCHART 13OL y • • N • • 18 x 3/4 SMS ••..• •..• NN OOOR AT 24 O.C. ,W2.FIWIE 8'mfH at .n- • a$ • • • ILL • • •. •• O O I QEXTE © g 8V OEUt2.'0'ON slim 22 0X00 ,3S C6RNER DEGW.'P'ON SHEET 22 OXO amtso Ot�T1wiAE UEu �� NAx Fi+aNE TflDIH tX xTDTH SEEOyp ON SHEET,a PRODUCT REVISED Iy wl;h the Ftoam o il SEE N N NOl4�o. 78-06i9.� � bb gxpiraftoe Oa 08Pa212O20 IR�{{ �F DY •'� SSS 9 Y J H EXTERIOR Q QH ® a OXXO O w COMDR OEM%W ON SrrQ 22 y XXXX(M") �OPPTjMHAL IN UECORNO LI CF A ON SFREf 22 . NwTOt7p2 .4 � APP KAM CONFIGURAT1014S NOTE. (MR-REINIMM 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ` •OF drawing m SEE SHEET 13 fM op AND F4Wo t,2NO 2. FOR APPLICABLE NON RM FORCEO OR REINFORCED DESIGN PRESSURES SEE SHEET 13. W10-31 TWO (2) TRACIC3 3. FOR ANCHOR OBTAI S SEE SHEETS L5 TF6tU 23 sheet aT 4.ODOR 94AL MEET MM RFAURtFkIENTS AS APPLICABLE PER FW- � �- DDDR P�cET cawtT Nor BY FRAM W101I+ FRA4E NOT PARI.of TfOS Pifl1 �F"m W 7DOM EW.RifERIOCKs $ 112)TII ""Com f7tA1 E IDIF HART 13 z i v __-- L-- ® EXTERIOR PX PXX(SIS (s MSM XXP XP THIS APPROVAL WALIFTES ODORS WITH APPROVED D CARFlG MIONS SHOWN WRIT 9O' AND 13T CORNERS . WHERE STU CMMURATIONS SHOWN ON SHEET 22 AREPRESENT. FOR �{ FnR DOORS 1ISING¢G' & 135 CORNER STILES a • .• DOORWroTtl IAVT MAX. DESXTI LOADS TO tsD.G PSF NOTE- • • • :— ..•.•: . • • rI — { I.OONRGURATIONS SHOW FOR iLLU5TRA7WN PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR RMMROED DEMON PRESSURES SEE SHEET 13 — • I • • , X gI 3. FOR ANCHOR Dams SEE SHEETS 18 THRU 23. O •. i Y • •.• m ` t � 4. DOOR SHAD-NEEP EGRESS REQWREMENTS AS APPLICABLE PER fes. •••.�• sl. • • M� �-- ® EXTERIOR ©t ® � �y •...• •• •�__'_ � > •°— S9 CORNER oEv1T•'O.OR OM 22 F • • G ••••• •••• •.•• OPT ITrnm''P'oN9�r22 •..••. . • • • •.••.• AOR is ZTy SEE CUM ON SHEET 13 It1 fa R I �� ® EXTERIOR HQ O ® g g --- w car•nn oErAa.'o•mt SHER 22 PXXXXP 139 nEOG 'r oN SIM 22 Ota IN LIEU OF Ot DooR FRAt1E aEDR1 DOR FRAME WROTH ►�N-REBJF.INTERIORS CHART ON StIEEf tS rq( ' YJ AND YO BE BY� APFAdYAL Wid ;g ° f ® ao• O j Q EXTERIOR QQ H PRODUCT MREVISMED .......... >� 1 -_.. �.CDS gEpd•O.ON SHEET 22 as acm f 0 MM the FIWMe •t g 1; PXXXX(swwo 'aP�TroNAL na tE¢II° of.n oN SHM 22 18.)81&08 P%XXO EIRP,rettentlate0!! •�/N�Ib N°aing e°.1 xxxxP Flfl OXXXP 6 APPROVED CONURATIONS 1� .«.+„�O W,Or`� pocXETED DOORS (NON-REIRMM SVM G"_ ShBOt $pf SEE SHEET 13 FOR OP AM MFMM OPOONB 1 a THIS N"NAL QUALIFIES DOORS WRH APPROVED �v - CONFIGURATIONS SHOWN WITH SW AND 135 CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEEP 22 ARE PRESENT. Z ri FOR DOORS USING 80• & 135 CORNER STILES c UNR UAX. DESION LOADS TO*80.0 PSF V DOOR FRMIE VMM Ram vom . ►� PAN0.1SODI NON-RE@6.RQ1EIa.DQ6 TSd SEE CHM ON w 13 1G$� r1 HH MTE8 ...... xxxx , • • ••000:oxxx ' • •••• • •X O X • 4.00 00 : ® O EXTERIOR NO ON ® L L 0.0• 0*0000• 00 8 ••••a •••• •••• • 00••0 ••0 0 0• 0 �E 7wDil1 FRAME vnm iRW X13 00 IN • t • 000000 SEE 0000•• �_ 000090 r xxxxxxxx cso (� Oxxxxxxo ® O UH EXTERIOR Q Ji 9N. ANEL DD1H w ommm o m. WON sHw n 1W Uw or."ON S14ET 71 Om OL • 40 ars' PRODUCT REVISED paaanhlaB wRh!6a Plerids ' NOA-qo_Cade 98.0818.06 � o . eeplea0ae Dau e08/�0� 1 MOTE. lumlnvor - /`I _ b APPROVED CONFIGURATIONS 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION-PURPOSES ONLY. 't NON—POCKETED ODORS "-RePffoRCW SHOO 2.FOR APPUcAME NON REINFORCED Oft REINFORCED DESIGN PRESSURES SEE SHEET 13 OP �a SEE M 13 FOR Op NO MaWORO w W=S 3.FOR ANCHOR DETAU SEE S 1$THRU 23. �10-31 S FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQU110EMS AS APPLICALILE PER Fac. shoal 8 of 26 TMS APPROVAL QUMFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH SO•AND 13T CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. z ro FOR DOORS USING 80• do 135• CORNER SDIES UMR MAX.DESIGN LOADS TO+60.0 PSF � d DOOR FRAME WM IJOMM.P/INEL rimOlFl N�1-RfOff.nJIE�6 SEE CFURT 0 1 SHEET 13 u H H N H $ C • • Q • o r g • • 8 CS • xwLhd O NN • • • OX1h(XItlCO ® HO HO Q O H7(TERIOR •••••• •••• •• •• ec c�usR OETao.'u' on sHEET 22 � • • • 1�'CORNtR Dema'P'ON SHEET 22 ••••• ••• e••••• OPI�LHitIFLd'J �Z�� • • • •• WIDTH NOM.PAN.,I. ItID111 •••••• •••• •••••• • •••••• 1s • H H• I 111111H O�OtsQ ® HO Q ® O EXTERIOR HOU 1w COMER uvalf cm ow n &FROOK IN LEVV OF J S S PRODUCT REVISED as oa�dximl the Plxida ounce Cede o NOA-NO. 9&0818.08 P� .pay� aplrauen Dats08PAIM1020 7a6A2 gg NOTE; PRO CONFl(H.1RA710h13 1.CONFIGURATIONS SHOWN FOR ILLUSTRATICN PURPOSES ONLY. NON—POCK DOORS (NPN-IMOVORM SHMM 2.FOR APPLICABLE NON REWFORCED OR RENffORCEO DESIGN PRESSURES SEE SHEET 13. i draafng Ro SEE SHEET 13 FOR Up AND VMWORGNO OPTION 3. FOR ANCHOR DETAILS SEE SHEETS 16 THRI 23. �••• ''••', �10-37 IRM (4) TRACK& 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. �N� sheat 10 of 28 TMS APPROVAL QUALIFIES DOORS WITH APPROVED. ' COMMURATIONS SHOWN WITH 9G' AND 135' CORNERS ro M WHERE STILE CONFlGURATIONS SHOWN ON SHEET 22 d ARE PRESENT. O FOR DOOM USING 90f do 135' CORNER STILES UNIT MAX. DESIGN LOADS TO *90.0 PSF gal $ DOOR FRAME VNIM O DOW FRAME 4IDTH PAN0.YADDI SM MW ON 5 fET 13 Q `m H � H Y • •• PXXX)Oc( ) ` ON OH EXTERIOR OH OH ® c • • 0000 • •• 0000.• • • • 0000.• C 0000.• • • • • .o • • • • • • •..••• FRAME VYDTH � O • N DUERIJOCKS •0 0 0.. •..• •• •• HOM.PANS.WOO 'ON SHM 13 n • • • OOCR FRMIE wm —1 - M 0000• ••• 00.00• r— �$ go 09: • • � $ d H H i � � Oi �0�� ru 0.000000 4�. . . ... M , i .00 —j -.--i — s ••.•.• PXX)OOOO(XP( ) ® Q tJH O O EXTERIOR HO 0000.• t3w CMM DM W ON SM 22 QFnM N.IN LIEU OF d p�q 6�Sr PRoouer RKMED • as omp".Ath m•Platin•mustuns was NCA-N., 15A699AS Laml U-0 D•M08IZ2P1020 APPROVED CONFIAURAMOM F[Da o roi tta re _ ! POCKETED DOOILS (Ra+-REBffORCED S MN) N07E ( SEE SET 13 FOR Op AND REDEMMM WMNS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLT. ��f b , FOUR I41 TUM 2. FOR APPMMtE NON MWORCED 09 REINFORCED DESIGN PRESSURES SEE SHEET 13. OF �O•"'9 3. FOR ANCHOR DETAILS SEE SHEETS 15 TM 23. Wl0-31 POCKM ARE NOT PART OF THIS APPHOYAL4.DOOR SHALL MEET E REQIlNENENfS AS APPLICABLE PER HBC. v greet 1 01 AND TO BE REVIEWED BY ARL THIS APPROVAL W&FES DOORS WITH APPROVED V _ CONFIMRAMONS SHOWN WITH 90'AND UT CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Zr. FOR DOORS USING 90' & 13T CORNER STOM O LOOT MAX.DEM LOADS TO*00.0 PSF g iG $ FRAME NNOTHH 1� NOY.PANEL WRITHN/-SEE CHMT SHEET 3 DOOR FRkME WIN _ 1 I 0000•• � � N • • • � QF f • 1 • i • 1 C 1!{ 0.006• •! • • 1-^^ ION •• :.:**L (�10W� ® OH HO OH JO HO Exra�oR O OH ® o • O)XXXXXXP POCKET CI FY NOT BY CCH w CORM V ON SHEET n •••••• •6 f 6 •• •• NOT pAiiT OF THIS NOA IaV 041M IN l CIT J•ON SHEET'R2 sj a e • • 03 •••f• •6•s •666•• 6 y j • • •f••6• •669•• FRAME WIDTH �yo � 6f••ft Ute-$ • • • •6:••• MOM.PANEL WHTDi VITEMOCKS SEE CHMO• MST 13 • • • DOOR FRAME WIDTH see* 0 of 1 1 0•0600 � 1• •H J H 1 e1 •�Q� 1 ESs H O U O O ® O FxTEwoR O � PXXXXM0(S w0O - W CORNER OEEAL'O'ON MUT 27 MY ODOM MAL'P ON SM 22 _ OPTNM DC UM OP J ' PRODUCT REMM ohrt�wH6 fhf Ptmms C MaC� 7S:IL 8 1 BxpnsRonDsts09 APPROVED CONFICURA310NS 1 PM"M DOORS em- SHOWN) NOTE: SEE SHEET 13 FOR Op AND ROVORCM MORS � S 1.CONFI6URA710NS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (!j) TRACKS 2.FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. drsfing af. 3.FOR ANCHOR OETARS SEE SHEETS 15 THRU 23. •,• W10M -31 QIS ARE NOT PART OF THIS APPMK 4.DOOR SHALL MEET EGRESS REWI»RE6IEIRT5 AS APPUCADLE PER FOC. �' 81188112.128 TO BE REYM MFS BY AHd. ` AM= g'(30£L pglpj all II 87p0I89J11I �£_0 UaA V til''•ti t911 00 0 u NOVO dSd u m Tug !� sOVm aw a3atnat 3aa tea ao e3 sna3t a3s�a >�s ou SUP-P rp '91' ° _ gQN00 80164$0'81 ea9 ro a g �llgau 2" w w T Oi w r' Q661A8Z LOnGONd 0'09 wo - 0 B/l-6Y ov9 we D< 9/1-1w 8t7.-33a-SOO INWMv1S AWI.M1.730 0= woo - - 01 091 9/t-K ss 0 NO{SSWIM ONIOMIG VOIa0l3 OMIKM NO 80- _ r 93S £) 00£(3 OM � 099 wag - m 9/t-M g (SIM 0 3aV J33HS SHL NO S3UJOVdVO SS" 0.09 009 - - of 9/t-+a •31011 m WN - e O/t-eY p� am 009 of O/t-zY jc ova m - - O/ tat 9/-M ow ow ao9 woo - - a 0/9roa 8 iy9 #" - - 6 9/{KO pp�7pp0, Was m - - of Y/t-w . woo I Ova - = 01 RA-st. 0'09 Otl9 01 Not 9/t-9C Go o� 01 e/t-OC Was o'09 0l 9/ti8 rw m - - 9 1-/9 a09 a" - - 01woo ow 01 t• • troy - TW AB 03H3M 009 099 - - • 001 � OA-K ••..•• 38 01 SIN3N3a0M - 0 O GTO w09 et ••./Mt-K • - SS3tW3 mi 3'�YNIddY W09 ow - Ct • itY9 • O _ -191 +m • •••••• N p • • . • g Htladt-m+va•INN OVS Wo 909 004 am O1 : 0 t-Y .....' 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T !t • •ISA. ,i 4a S/8T'i1•' i r3 3 0/6' Vol 1 1 I 1 -� ANCHOR TYPE Akg At1CH0R TYPE a v ANCHOR3 INSI CiAICRETE ? 5 INTO 28y wow w6d9 w a t� Cdttdl anim o cn OR APPROVED WALTONS DEMON toxo e:MMMW-FW(ANGKWMI} WOOD ated AND T�STRUCTURES NOT OY COI WIIro04V5 .V1TroN CAtmII1Qt'NS wing APPLY TO '�' I � g • • •••• • HBO moi t I9 f AAVM e0 .MM STAIN LOW WOW 6Y CAM SftM AIS. OW 2 TRACK AND 3 UA Ad SYSTFNS WIN O • TYPICAL ANCHOR81 EEE UK FDR 7RAPSFER 7M To THE BU�fD STRUCTURE STO.FRAW HEW AND SILL •••••• • Ar b • • • ® -AT Mals- - -- - •• • • 4 0 e • e 4 -AT 7EPaLD- - -•- - - -1�- .+ � - - 1._ •••••• ° p ,(.OR44 210+ . 2I6 a •pec¢► r7YPE'A.'- 1W Y 3..144•UVIRACOM Ur _ X177 119,(y.109 Its TYPE A- .1X MA. °TW"CON By 0�1-477•aL Ft-135 NO • o atoJ4 - - - - t4r- et1 - DRO 2sY wm vim OR wow� c • 24-/4 _ _ _ I TFUter 7HfCKS THIO Nxtt • 1=I/4'RPL EtAlEO fNTQ CONCltIIE 1-1/2°IAN.PFDIETRATION OfTO 14000 •••••• sus-{ • •0! - - was ao 0 - TigtU 2BY BUaICS DJfo CONCREfiE i I 7HMU 113Y BUCKS INTO COW-OR MASONRY I �i ••••• wa W - ev t� - I 1/2'Mm.beam Dfto CQ cmm 1-1/.4'10N.EMB�A INTO*CW.OR MASOtIRY. p • • Ap-1/4 WA WO - 83A WA - 4•Y 4"ULTRACOm Br'Fico' Po.17.I*Fp iW x91 Tft'B'- i/t M LI!Yt1AM W*ELCO: V.-177 1481,h-tss M* I ••••• •M 68• - W 0 WA W 0 I•TYPE'8'- lI/_Jl^,/ ( i • • 1/4 - W 0 - - QWMMX No COMCRETE. OJfMClLY WTO CORM-0R etR3OtD1Y g 3�T/R WD 2•MDI.EMM Ii 1-Ile MOL em Dfro Cm.on NASONNY :0900: 4'2-f/e B4 M m,7 I T 'C'- ,(/4.61� F letil SftRE*k3 eon 0 CPQ TYPE'C.- ),4c am Sar mum Saws (eNIOE a a* 0:0000 4•-•/• - W.t t18A W.o I GTI)MUUO-DADS W.Wiir APPROVED ARIILKtNS(1/e•TRK.MIN.) Ii imro gum INT6 .�ST<t11CTUNa•B (1/8.7HK.MIN.) I M 1/4 • es4 eao sea tmw I (fy i 3s-M bt Q i I $IEEE 17/a•UK ib•(EY=36 tcsr Cita l 1 of� • • - bA M - 88A - ••t ' ) •:•..• -2-y14/�4 • 'VUWA me W4 a t/s_.7HIe Mni tsDa3=rs A011J AL BilOq:1/s•nue EON,(TfOs3-Ts MlN a� /b•i � GIA em - �7 60D e6o L_ _ (b7EEl IN CONUa��TFt ALIIYMl1M 70�PIATEO'OR PAuiIEQ)__l� - (stEEL�CdTtTADT�IIRT{�U►ONUM TO BE PlA7E0 OR PAOtTEOJ 4e=1/e &LY 80.0 WA e1.7- ma .WA r - - - --AT BELE.'� - . 0-140.0 - - WA - - I.TrA•w-�Y•��Le_TR_Ar•�1 N�Ylte!+I' (A.177 IS&Fy.tm WO � WO COOMU39•OR MMOKW-2-1/0 VOL '3e1-t/e ff - W.9 eD:O - WID MOOD SIRWiUIiE>•1•MDL Oo.1/e se - am 40.0 - CRY QltQ OOHCREf� Quo METAI.SIRifC7 M.3/r n43-1/4 'W4 e4A e6o 11Ao 1=wNDN.FMwM4Olio CONMM _. - - � ,I�A NERD 08'a �$0 n 0�8 m 48-1 WA 4" 7M ebo - - - - - - C6tItIR67E AT INFAD,gAL oh.wnoD1 le.3000 PSI 1Nt. 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'! it r 3e-1/b 11S OIA WA WA 48.2 WA 00-0 �QpE�(as �•i�Eg�> :+ " ,. =;r. t 3.'s/�0 �.V..... g� 42-1/4 43.6 6tL0 OOA .6 BCOiT9 :P, ••d '•�I.O/8•,�..• • . •.!,r '• M�• . 49-1 PIWIft 414 660 MAI 32.4 .as.1 60A MCUFNt. 1&0699.08 ��.' • _ - •r' 701 24-ile WA'18"A W-1[4 BeA W.o 64M 60A• WA 6cphaues Dafs WI292C @ FIARDENED IY'{tUl 38-1/8 12O 484 WA 463 W.0 WA gDLEW42-i/4 431 Oho ORA .WA Y !1s11 �44-1/6 iso Wn see tsec Wo ttt ctLl FOR ���!+' ��0-31 LoArr M.(.1.) Ir+ LOAD rD W.•PSF 1718 DowS W/0 Au YUSI sI2Tw 7WR F%N+ LOAM 7D tIA4 Pill FOR COOS t4/ - UP70 20 Dt frt tnAliS To t �t6et So 26 Wit ELQ LOAM To 6G.0 PW FOR Dao1s W/READ'.ABOVE 20 iN.or.t"119 Y4.ROH. PRODUCT REVISED IAV $ - uh the numn (1. d t SEE SHM 1B FOR ANPFIORS ==w N e. 168819.08 a �•�•• 3 S/8' EDGE ED ONE OW. J S/8` EDGE DIST. -3 S/B" r EblAhatloa Oats09P12P1010 e WEEP SIZE 1/4" X 1/8' REFER INWAAunTTIONN CONDMONS.vAwous a Q 0 m ® ® a i 6666 © m m ® OpTIONAL SIANT SILL ADAPTORS • • ••• • •• 6666•• • • • • • • • • .:Do • • 6666•• 6666•• • • •• •• 66.60 •• • 6666•• • • UECORARVE sees• • • 0000 ' OPY04ASU ALL C • • • • ' h S$ • • • • 0.0• • • Q •6:••• • • 4 • • •• _ 000000 ¢ n • see • a �� � •• • • • • Su RISER ®. REDO.FOR LOADS c gg POIM{ED&HABDENEO A>�E•FWSa RISER !' 'gplp8y NB-uRm�r. 1. EB FOR LOADS o NCI BY N ® (D ABOVE 480 PW• E7 L�OADS8IRIR:NRE 1 ' o os ' N1�"N� 11 E •' . },, �i •J•'.i•�•'• iia• Q •' j� .6•.s.•�. 'a.•19•NZB .d••..�J.S •i•••�a•I3•Nomm CONC. ` � ,38�r• 1 ® ;�. �' •J 8,[g•• b r.•• •�. /7lNNG' O OF drowhg iro. SEE SHM IS FOR ANCHORS r W10-31 ;SFE (91 TRACK DOOR DETAIL 1 sheety8ol S ® L - I 't'J■V■rte- ����f- '-��� -���!�� ��li�i,,_� .�.���� moi■ WAS - ■ n © O a � I ,a a f I tf �i�L-�-�-,.,-_-___ Il --�I�■� ���w�i■ I 4x a ilk. � ��� f =I■ ���1.� 1 � �'SI C' -_ - '��;I•f 7�7C�- _ -->j`.z�I I! '��j��IC�C- f�I�II, n � , .� �■�.I�u.��,1 � - '- � �I����� � � !well 1L-j_ ,Fo©o.. 1 ' %lu g • SEE SHEET 15 FOR ANCHORS SEE SHEET 18 FOR ANCHORS a . z EDaE DIST. A1 3/4' � EDGE DffiL a) 1 3 IRI CaCC. � •). y,j• I• 1 3l�oDNC. F ,ry��i •1a••.rl . WEEP SIZE 1/4"X 1/8" Q REFER TO SHEET 18 FOR VANOUS 6d5fALUt710N CONI)RIO Al C1 QD • .• CE � • • • •••••• • • • OPTIONAL SA1V'1' SILL ADAPTORS • • • • • Q SILL•••••• •••• • • Opum o • • • • o 0 15 • a • • • 1 ogv • RLI.RISER OPDONAI.FOR LOAM i50 PSV 8H POIWED&HARDENED "of STRIMM am was er=WOO PE NDN. E8 AM.160 PWR [a EA NOT DY CGI�ItmOes ® IF R �uNtufamm TO snuiCTURE O AAA J E1 O PRODUCT RBVISED •p..""_""o �nl thB�d0 :. •. FE .......• A NCNhNe. '�S'•�7Q.� ••� yy JRj ` ;r r: •-•,•y• `•. , 1 3K9C0►IC. �FiF •,.. '�..y•1 •••;� t •3 XS CC= EDGE DIST. 41••SAO' EDGE mS1: •�•3/4' act t OOOPPP d 9 .110. sEE sxEEr 15 FOR ANCHORS wi 0-31 sM SKEET 15 FOR ANCHORS TRO (2) TRACK DOOR DETAM � ,' sheet Ott a •SEE ON.FOR SPACM PANEL FWFI 2 1/2'MAX. � PANEL WIDTH Fi.$ LOAD BFARM 110 XX 1 /4•SS PH WAS G1 -1HU D.L.O.62) J1 is x 3/4'SS FH SNS DLQ S 1 PER CUP tB • o o a EWER 2-MMS2 s••••• • • i� • • E4ED ••• • . m • ' 6 • 0000 • •e • • •• • •• EZ �FlXm PANEL OLD. •••••• •••• • NOL7.PANEL W= 0 0000• 0000 •• ••• Rion DOOR FRAME Wm 8 � • • C 0000• 0000 0000 • • 0000• SEE 0000•• gj i3 • • • 0000•• • O 0000•• 0000 0000••© •• •r• 1/a 00 BENUNG •• 1 L'i t3 oto x r-t/4•P PH CLIP low SHO $g . y 1 PER CLIP c •:•••. �s,me •• • PANEL Wwnl 1/z'Max. g$TAVA ANCHM LOAD SE41M ®B X 3/4'ss Fx SNS sxarSTRUCPAtE U r 0000•• • • CIA :s 1 PER CLQ " 1YPICAL ANCHORS WWAL SEE V". SEE n FDR SPAM TTxI SP c _ � S EXT. E7(IEI�IOR � DOOR FRAME YRDTFI ODOR FRAME WWIiI FM FIND WRHH o L, DSD PANEL i 1 9Y MW OUCH/R �p,S.• i�- iV wow pE SHp r PRODUCT RMSEDSEE 7Q n $ N gsoeaeos _- �' espkathm uge MAW= t f CWF d dno•ing no. ft �'� - o W10•-31 TWO ?) TRACK DOO DE1ARS ~loafOii ' REFER 70 SHEET 15 FOR VARIOUS ��V � -. - • SEE MW 15 FOR ANCHORS INSTALLATION CONORIONS. "�' PRODUCT REMSIED 2 3 6/$' rrttl�N+e Pf•Hlda Q J - " 3$/s• FOULO . 3$/$' Ow* - •mopl t i8A818.06 .4�• •: •ie I .I NOA-Ne. IIICCC ep coft •..:., w p E4i 'ia• •a. f.r.• •.•,_.4'-r�a• Via!• ..:.. 'a'• BOpIraHOn Dab WEEP SIZE 1/4'X 1/8' 8 a 0 1 1 © 1 ® O ® m .. E� m m .:.... ... •• 00 pr • • • GS .0000 • . 00.00• OPTIO •••i•• •• •• .... SIANT SILL ADAPTORS c •0000• t. • • •00• SILL COVER • • j31 •0:••• 93'1 •0 m •0000• • CZ� • �$j` • • � � • p( rt pp • • •••• § 561 0.0.0• 6 • • • I �I G � (� 7! ROOD.FOR(AADS AF M' sTlmaDnH OROW sNu RISER FOR m WL m ; 1 oil E7 �iro a B N � d ........ •.d• .y.• •:'' •!� :in. •3 K59 CONC. - 1� S � 8 '6 ,c _ :. $,'8� a I J R9 Com. EOBE uST. •.. 'J$� ' dr•alrtq EDK' DCT.• r• •J$�•• I EOOE HEST. r• rlo. •• $EE SWU 15 FOR ANCHORS W10-31 FOURTRACK DOOR DBTAILS I \f` aheat20of 8 . A)WHORS � 0 PANQ 1/4*VOL si®I Y N f )YPICAI.ANCHORS SEE D a e � S gD ••'L p a •\m •�I f � O 0000•• • •al like, 0 Y14A 18A _ •0000• • :R • C • • ; • • 000000 ii,i • s _ • MEMOR 0000• •• •.i. a • • ) 0000• •••• 000 EXTERIOR p1O X 1-1/4 S PH SYS f o • • f PER CL9! p i••••• ••• •• om FRAME WM LZ 3 PQt PAN0. p • • • IQ/8'FROY EACH tND t�1 1XOR • AND AT l�PAN 1I4'ANX. iM 0 ....• ••••Y@BUCKS ••• • �8 11 3/4'S� �QAWD stemARa+D v4c Z�y m SyFajcmm sxRe 0:00 0• • • �Ypm&ANCHORS p *0000:1/2'�( YY Sm�y CNH HOf� • p FOR sP/X�8 FOR bWAM sm '. . 1YPM 8 gg FOR '•e' �o �g iq� h N S IyyC cz- s ffi p ^5•' � _ Y6 s EMOR o WERIOR a e PRODUCT REVISED DOOR FRAYS iRDiF1 ooR FRAYP.mm ffi m�8••msiXM9 vAt6 m•plod" fi0�o.Ca[• OMexp "9 ^O Cal scmrcnmE 020 WI O-39 sr FOUR (1) TR6,CR DOOR DST&M Olreet 21.128 //10-10 X1/Y 8 MN SELF DRILLINO SCOM QQ Q e FROM UM&le O.C. d • ©iFs CORNER • • •y • • •♦ OW CORNER .eee.. • . N •0 0 0 0• •t • 1,0-za X FM TWO t0-24 x t C • . • 17,tRFM�O sates AT s'FMM i2 tY Om • ••..• Q o'I om DROS s 12'OA. • 0000.• • S 0000. � . ... � . 7Z 0000. . . 1 • 0000•• � �NR i • • •• .00 Bi L 2E • O= • 0000 � 00000. • •..•• EXTERIOR EXTERIOR ILL CPO. PAML BRM PANEL VM NOR FRAME WM oOOR FRAME WM HF10MFIfDt/2Y' Sptm �l AT r F7t �lDW k tY o.C_ - DEUI S APPLICABLE FOR GUISME CORNERS ONLY o PRODUCT R MED s.NmpR ty gn wft6 t]a Fleflda H NOA-N0.Cogs 1 0818.08 _ j 1=12� os "6 drawing ... p W10-31 sh"t 22 or �RYTFRIOR bIOUN� �� $ _ POCKEM IMrMCK ro _Me g ® r 0 W o /LANG/W& r D.C.WOBLOgt ONLY S-1/8•p@LS-S/Y Lim WOOD EMBED EMBED Q SEMANFFDOE psr. 1-3°4•WL Cam EMBED TCOM - S ppN 1 ML W.NM O um WOOD :0000: EXiEPoOR ••••• •e•• •••• ` O • _ • • ••• 7YP1 gT•pIyIR 4 CORNERS Wp Not OA pi NOS PARI aF 7"ROA .••••i • •••••• TO BEREVIEMEKAHJ ro • Z 4S •••••• •••• •••••• • •••• • •• OAR FRAME WIDTH (�o • •••• �•ply,wlDTfl • O O O O O CT REVISED PRO S ZauD.U. a •Y � • 180818.08 O O O O Bupbadon Daft0 2020 - O ��•m Y N �u� p O � EXTERIOR g I� drawing no. m. W10-31 BBB3-78 Om EXTRUDER R 4bD8 KAS�L XAM. amum Et Lrer-16s FRAME SILL a TRACK 8083-Se Cm EXIRII�H - 1 • EZ OBI-181 FRAME JAYS 2 TRAC( 6083-78 Om f70RISIER @@ � F3 c10-188 FRA GI HEAD 2 TRACK 8087-78 OM E1 nwm - �h• EA Cm-183 EKIEWdt IMRALOCK 5061 T8 001 EXI - S 413 E8 cm-HI4 INTERIOR INTERLOCK 6063-76 Om E mmm Om - r E8 -1!CL NA01 SME 685 0 -78 EX w OpIDER - u v Cm-185 70P&eonoY mm a COI-I" SILL ROD;R 8085-76 Cm EXIINOER ml Cm-let ALT.501 I05ER(awm AL) 8083-TB O®Omani ED CM-15BTRACK ASIRACAL 6087-TB Cm EKIRUM Et o cm-1m 01IFa m Ram (LEra u-FRAME trt.-B7 6067-TB cm IYI SINGY.I; LOCK: FOR ALL PANELS WITHOUT W1 RS alp Ell OW-162 FRAME SBL 3 TRACK 416113-76 Cm I70TamER - TNR? POINT LOCK 6Y 'SWMAN' OR 'INTERLOCK' LOCATED AT E12 Cm-181 FRAME dWB 3 TRACK 6063-Te cm octawER. - MAIN STILE AT 40'FROM BOTTOM Els 1x6-169 FRN1E READ 3 TRACK 410413-T6 qty R - SS MORTISE LOCK (PART OM-500) (PSO1-0036-117) E14 Cm-188 OMTRAGIC ASIRAOAI. 6063-T6 cm Efmnm 3t - ZINC I f ED ADMTOR (PART 0-503) (PSOi-�36-117) Et8• ••Cm-170 Poem Rome 60413-78 cm EX IRuMER ZINC KKEEPER (PDLE PAARTT#NO 807)(PART(PART N) • • E,e • -121 7/ OlM GLAZING BEAD 6083-18 Gm E1 OMM - •••••• E17 Ga-123 • or GUM OLA2110 SAD 6063-15 Cm EKOWDFR - DOUBLE I QC_KS' REOD.AT SIO AND 135' CORNER PANELS ONLY • • Ete iSUI imirm1MX (OPTmWR) 6063-78 Cm EKOMM - •• cog* Eoe CM-154A • IL41Fami WTERLM (OmrwwJ 0083-76 Cm EX IINCER - BOTTOM 1W0 POINT LOCKS LOCATED AT MAIN STILE AT 40'AND 78• FROM • no Cm-tlMA (wilma) 8063-78 ° - SS MORTISE LOCKS WITH RECE55E0 ADAPTORS (PART OHD-3310141) •• E21 cm-1850. mm (comm-1) �-'T6 ° - SECURED'WITH (2) 10-24 X 1/2- FH SCREWS _ 090000 llsra11111e. (OPORNAL) 6657-18 Cm EXTRUDER - BOTTOM LOCK ACTNATES TOP LOC(WITH A MECHANICALLY ATTACHED *0:00 cm-teILA Asm1K1A1(oPnaF6ly 6063-18 am EKIRI= CONNECTING FSE AR(PART#HD•-3310142) • 924 x-1110 OECORATMB SILL COVER(OP110NA1) 8083.78 CLR - ,F ••••• -184 4 TRACK FRAME 901.9�CWER 41083-T8 Cm OCIRUDk71 - SECURED WITH 2)6-32 X 1-1/2.OH 115 O 9 STEEL KEEPER PARE#HD-3310143) u • • ER5 000 cm-167 i~4 TRACK FRAME FDO � Nass-r0. C01 1DOADOFA - SEGO WITH 4) 10-24 X 1/2'PH TIYiFM FORMING SCREWS •••••• E27 0 CM-165 CODER(CRIMINAL) 6083-18 Cm VOILA DER Q • • EZ8 C10-1026 4 TRACK 6063-10 C61 EXIRWER 0:0000 F2D -taw • %ILL 4 TRACK 6083-T6 Cm F7mam y • E30 • Cm-tOJB FW M04 TRW awn ffi E7018!®t • E31 W-1057 • iWNe> ADtlIPFOR(907 6983-15 Cm c(R IVER - " •••••• -1058 GORIER ADAPTOR(135) 6053-16 Cm 10IYm10ER V E33a 661-1059 YM8 CORM ADAPTOR 6963-18 Cm mmwm - Mt 001-39N CLUDID WAS VBM(DIRO EIER 76410 A) PNC - I- in CO-171c FlX1D FY6VEL CLIP(2-1/r LONG) 8083-75 - 3 o I=PANEL @@ M3 CM-173 FDIED PAM SH M hdm - 2 PER FOU PANEL 111I0 cm-178 6RAYE NIAD MUM"&PAD PILE Ta)OL/HSOM SUUMN i PER iNTBAIOCK/ASTR. . Mot W2320ING PILE—tSNTFR FHL Wom. OLTRAFAB W0 SAX. - U12 - NADIR RAO.SMEFENER,P LOW,2 AT EACII Qm ALUMINUM Cm EXTRUDES 4 PER BO ILIA RAO. g 51 M13 111-61 RMLER AS'SFAMY AT PANELS ICRi101R CORE M SI/SY AuiSS�fIRP 2 PER OPERABLE PANEL U13A t984 ROVER ASSEMBLY AT COBFER PAMS Wall AST 2 PER OPFR!®IE PM$L s U14 SBDm 1RUL MOm6E LOCK ST/8T SIRIl1DJt ATTAC m 10 500-803 Yt4A P101-00.78-1t7 DUAL 01111%LOCK 8T/� Aim To W� U15 sm� RF3F0t -2m SULUOIN OW.W/R#103V4 PH ,g} M1SA 880-50711 TEM zw DRERIAM DOST.W/2#IMM/4•PH B S u1e x-803 IE�sm AttAPfgt ZINC SIRLWAN etsT W/2/Imo/4•FM MIBA PSOI-038-n7 REASSED ADAPWR 20� INTERLOW low.W/2 Hmr3/4•FR M77 HANDIL SET mic Miwm/sDFRLOCKB - u :• u1H SY23001A1 PAND E 9ET OPRORAL 211C m LtIMAN - L ui9 saw mI w REALM OOL/ cE - PTZODUCT�s CCL-t7/ PANEL TOP s BOTTOM DW RLE @lOOtJPYC SI0.UYMi OR EDlAV. 4 PER PANEL as 10'di WS-202 TREAD AND 561 910111 PLE PAD 9mOL IRTRAFAB CLL MO. 1 PER INTERIOm1/ASTRAGAL 110 m • 18 is.0s f •'7�P_ L Mia TIS-201 SILL DRII O FIE PAD WOOL CURAFA9 OR EIRW. _ 6g11n um Daft IPp 1m-10.-19042 .380'R01m1 FOCIET SOL - Al l - - - 11TOBisq fro. s0. - /1O A 1 1/4'LLL PHL PR.Sib. Sf/ST.ASSEMB Y SCREW - - 2 OR 3 IRII 1xBaEa �` qy 11llam W10-31 6n66(2 oT e - 4• 5.821 t• 676 .120 .070 •070 �Y .985 •.060 .870 •on X31 1.750 •�7 1.250 $ 3.258 1.184 3.255 4.280 1.184 4,2x0 Q FRAME HEAD (2 TRACTQ ® FRAME HEAD (3 TRACK) 070 I'm,BEAD 0 Q"(i BEAO A70 R 13 lAY.OLta DMA.1101.V" $ a� 407 1.808 1.188 ® Rry �t 070 2.800 O TOP/BOTR}M HM TOP/6oTTOM HOR¢ (oPT10HAi) 070 v S .840 - -3= 725 .ass U4 1301.0" 301 .060 1.831 3aoo 9sa azo • •• 73s 070 t� lie • • 0000 • •• .16s •••••• • • • 1.490 1.415 ® M.PANEL CUP 1.480 1.419 • • EI •• SIl(2 T*A • ® FRAME SILL(3 TRACK) .1.20 0000•• • • • • 2= •• 3.780 •••• 12-7 2.008 EXTERIOR NMLOCI((OPRONAL) •:•••• ••"3 .165 *.*@ Q MAIN$TILE 885 070 t3� 3780 ® MAIN SFU(OPTIONAL) • 0000 •• • ••• - 2.786 3.000 O • • 3000 9 *000: •• • azo ••• .s9a .285 .128 .096 c • • 0• •• •••.•• 0103372 SILL IMER (OPTIONAL) 1910tzm •• 1. 0 tatsa80 1.800•• • 0 0 0.0 .080 3.188 3372• •• _ 2= •0••0• • • 2.005 .OTO 1.626 ® V 4 ••• 005 • • 2x06 ® O�TERIlAt INTo&= � I.AS MMOR 64TERLDOK(OPTIONAL) � E14 OUTER TRACK ASTRAQAL STILE MMOR TRACK ASTRAGAL STILE 2.120 2AW .572 .988 ® DITERIOR TRACK ASTRAGAL POCKET HOOK OPTIONAL 741 31 ' 1301 2391 3.7 1920 .082 3�1 - $ 2.870 34 JIM -i � .825 P•+- o e4 EXTERIOR 6tTER= an ® �8 (9 SILL RISER(OPTI 10 SILL OPTIONAL) 125 0 t 925 1.870 , t 1.100 _6 f ...•"� PRODUCT R8V18TED 7 %•.4 a•oopmlyMg with th•FlwWm g $ .125 tato NOA-No.C•de 1843679AS i 2A05 lapbutton DateOF Rmmvl-�From" So128 ®WTERLOCK RE6•SFORCINO O TRACK ASTRAGAL(OPTIOtJAI•) �i 1� sheet - . .,29 *2.41,2 �� 12e .128 289 ri.190 tAw .840 4.785 886 ® FRAME HEAD AVER3.628 m —T+.M .128 1.485 640190 '774 1„5201441.828 $ ® FRAME SILL'COVER �0 G ® FRAK JAMB (2 TRACX) Eat FEMALE CORNER ADAPTOR (W) 18 FEMALE CORNER ADAPTOR (135•) Ess MALE CORWA ADAPTOR 143 •• 1.s7s 1.7 91 •000••• • 0900 • •• •.11� 0 • • • • • 0000•• •••••• • • • • ® FRAME JAMB COVER c • • 0000•• -- - • 9.961 ,050 ,820 .72b ••9••9 0000 •• •• 8495 .128 n 0000• 0000 ••99•• • • •••9• 0000•• 0000•• t8� tT M5 o 0000 0000 0000.. � • 09.00• • 0000.. 0000 00 . ME _ • • • ® VW.625 Z�' • 00. JAMB (3 TRAM ® FD�-PAHL CUP • • • - 00.000 • • • �` O ••90•• IItRRR • • O • - a�ii PRODUCT REVISIM Lt8 CdlMnhrhm YMRh tb6 TRm7d5 i •L �'. .E` Exptnftn Daft i mr �' •! ! W10-31 sheet 28oT28)1 .090 .205957 t.so / a t� FRAME HEAD(4 TRACK) AgoV .... ...... � . FTtAIl6S1LL(a iMACK)...... .... .. .. FRAME IMP8 0 0 •..•.• •.e •.�_�t�90 g2Et2 1.820 • • - • •••• • wo • • AA x .oma � s2 .095 1.820 � sas ® FRUM JAMB(4 MOO /. a e a 7 Y J PRODUCT REVISED a.•mplglo8 wHb lh.11orlde y ,yam � No OF draeing M AV °+ W10-31 tBASIE�7roM (:oJ,t1FR 4 79JM SHOWN 1 Of se %lV 8 = sa 'Y 0000.. • 0000... tt • • • Ems_Top CORNER e •. • •• S1WP1N 2 TRACK SHOWN PARS SOP/PQM CORNER 0000• 0000 0000•• �i 0.000 0000 ••0• 'pq 4 0• F • ••.f 0000 P .00.0 NM • ! • 0.000• ��{ 1' 0000•• 990f 000000 CZ(� •• • • 0000 • •• e 0 0000•• • • • �p� AA S2 PANEL TOP/BOTfOM CORNER 9 x SQUARE SIM CONNM(.PTMM) ' PRODUCT REVl9ED ~!O ��UrMa wllth ga FAukl. r• )( FRAMEBOTTOM CORNER FRAME BOTTOM CORNER 7 TRACK SHOWN 2 TRW SHOWN 6xp�raBoa Da%0 020 ' droaldg no. or .'••!: � W10-31 IIA1. li+eet 24 of 2811 • • , � " aCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Fads Publications M Staff SCIS Site Map Links Search Illi prproduct Approval USER.Public User Product Approval Menu>product or Appil®tion Seamb>Application.List>Application Detail FL# FL16708-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd 10amath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. 10amath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer r Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Heroes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden • Validation Checklist- Hardcopy Received Certificate of Independence FL16708 114 COI COI]W SS 2015-04-27.Ddf Referenced Standard and Year(of Standarij • • . • Year i ••o i i TAS 402 1994 • • • • ••• • • •• • •• • ••TAS 402 • 1994 •• ••• •• • TAS 203• 1994 Equivalence of Product Standards 000 • • • ••' Certified By • • • • • • • • • •• • • • • • • • • • • • •• • • • • • •• Sections from the Code •• • • • • • ••• • • • • ••• • • • • • • • • • • • • Product Approval Method •i• i• •i •• %,Uhoti 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Date Revised 08/26/2016 Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010871A.odf Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Other.. FL16708 R4 AE PER3480.12df Created by Independent Third Party:Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single(X)Irrpact Giazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010872A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3481.odf Created by Independent Third Party:Yes 16708.3 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing - and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 H A010873A.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3482.odf Created by Independent Third Party:Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Gazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010874A.odf Approved for use outside HVHZ:Yes Vertfled By: Herres F. Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Other. FL16708 R4 AE PER3483.odf Created by Independent Third Party:Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sideltte(s)(X,O/O,X/O,X,O)Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.odf Approved for use outside HVHZ:Yes Verified By: Hennes F.Norero,P.E.73778 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3484.odf Created by Independent Third Party:Yes 16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door 9-0 x •• ••• • • • • • '455-8 and 9-0x8-0 Inswing and Outswing Limits of Use •. •: ••i i i i•• •Iruatallatlon]Instructions Approved for use in HVHZ:Yes • • • • • • ' ' *FL16708 R4 II A010876A.odf Approved for use outside HVHg,?Yes • • • • • Vertfled By: Hermes F.Norero,P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Other. • ••' ' ' • 006708 R4 AE PER3485.odf • • •.• • • • • (r Bated by Independent Third Party:Yes 00 0 • 16708.7 Deslgh Pro?Smooth P10 Fiberglass • Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits Of Use •:• i i i i : • ]installation Instructions Approved for use in HVHZ:Yes • • ; ; • 2:1-16708 R4 II A010877A.odf Approved for use outside HVHZ:4eYes•• •• • • • •• WertRed By: Hennes F.Norero,P.E.73778 Impact Resistant:Yes 000 0 0 • "' 0 treated by Independent Third Party:Yes PWARMOV. "N TELBrWE ® BUILDING DROPS,INC. WINDOWS & DOOR$ 398L0tlMIMO18LVa.9La9B F%M*NaM Ntl6�SQ7MA78B MFa:W.p1�gFWpamn DESIGN PRO/SMOOTH PRO37 ,MSL IMPACT APPROVED s 0 ""DTII ° z FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2•MAX. s c 0M Igo 0 • •• OJLDTH Pa Lu-i jrlg • 0000 • •• S 4 C •• ••• • • • • =.a to W • •GENERAL NOTES: • • • 0 ULu 7 009906 ® °C F e 0 9••L THE PRODUCT•TOWN HF.�EI J DE�GNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA g C -mo BUILDIN CODE(FBC),IN J= AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • T 20194 rs \ Se to tZ'J Q `o • • TA aw-84 •• •• l7 m q W °e •• ••• TASi0394 • • .T = e C �'�W Ll • 099 0000 0000•• W:),g,, B s F �� { • W NIC • • 2. O THE EXISTIN(jl(FRIRAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE °0 g 1 • Z l7 s 0 y ••• CAp F=AND ANO TRANSFERRING APPLIED PRODUCT LOADS TO THE Z�i S • ACTIVE �+ d S • ASE = VWf : • FOU L THE RESP01LyBYTitf OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF z1104s a ' O s • •••• INSTALLATION. s • • • 000000 O_ / 3. THE INSTALLATION DETAILS HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 049960 A SPE&t 911t.IF SITE i INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED — -------' ----------- REINAR/6..-.- - .-- -DATE - • ENGlgER 044 RCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS AddAVASA MuN P tLoc F OL • • ••••4. APPRO1ff aw:CT PROTECTIVE SYSTEM S NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 0 8 4 S 8 4 8 9 S 4 S 8 7 S 9 { ! / ! / { 1 / / { ! 1 ! ! S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 7YP•ELEVATION 1 TYP.ELEVATION 2 DOORS ARE QUALIFIED. sroaam•n ereaasFmmFr ars e aialna!<laun9wl0�a••L as atm 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 935 PSF. ■�onF�+mnmmwm+rlvForFmmF®.m REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT 99I1I Jsi OVERHANG SUCH THAPRot)tjamEmTHaT OVERHANG(OH) O HO LENGTH+OH HEIGHT ISsHALLBEwmwHEN k 1. AT LOCATION PROTECTED BY O NOTE: _ LEFT _� •O HIS SHBE OO R RIGHT HAND OPERATINGABOVEYDOORS. * 7 7t •���F•xE�.mti G?,�� TABLE OF CONTENTS �f SHEET REVISION SHEETOESGRPTION Ngbilysigned by H--F.N-o%RE tmml d 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 2014A7A60954:29-0400' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 OPIIONAL2XBUOCANCHORING DETAILS DWG CHK . MAX.ODOVERALLDESIGN PRESSURE(PSE) G J M SS MSS 4 A VERTiCALASSEMBUES NlXMU4A1.5� MISSILE 5 A HORQONTALA55EMBUES CONFIGURATION INswINa pUTSNMLG IMPACT SCALE: NTS 6 A WOOD SUBSTRATES I ^� HEIGHT POS, NEG. POS. NEG. RATING DWG.#-A010871A 7 A CONCRETE SUBSTRATES �J X 31-W 6'-W 650 65 65• 65 IN&SMI SHEET: OF 8 8 A COMPONENTS&BILL OF MATERIALS X 34° r-w M. s0 I 50• I s0 LMI&SMI 1� 'SEE GENERAL NOTE 6,SHEET L FOR WATER INFILTRATION APPROVED SILLS. 1 INSTALLATION NOTES: PREPARED BY: L ONE(1)INSTALLATION ANCHOR 5 REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC SIAM STACKTO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCUR.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. avacMM� sn ase FLOS 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOH0° STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2°MAX' •Eat OA.WIDTH 4. INSTALLATION ANCHOR AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL °TYP• OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ' MANUFACTURER'S INSTALLATION INSTRUCTIONS O Z c S. FOR HOLLOW AND GROUT FILLED BLOCK,EE NOT INSTALL INSTALLATION ANCHOR INTO MORTAR ® _a Q JO Nni.fg�jiC E DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT R1R0 FACE F IF" io �• ••� C. FOR 7X STUD CONSTRIICNON)AN010RING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK g° Cfig CR•EfE • • CON•6 �NRYCON?IILUCnd%L o O pp\9 •: ••• 7. INSTALLATIO MCHOR CAPAf TIES TOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOIAING PROPERTIES•••••• w h H V, cc `r • A WOOD-MINIMUMSPECIFICGRAVITYOF055. t9 98 C 8 °e •• ••• B.CONCBENE•MINIMUM ODMPRFSRVE STRENGTH OF 3000 PSI. z 5 f3 rU 0 U G GROLR►num CMU-L1N STH CONFORMS TO ASTM C-90 WITH MINOMUM COMPRESSIVE STRENGTH z • 6•• PO$$rJJ,AM PSI AND }��1 IlFA5TO ASTM C 476,MINIMUM GROUT ODMPRESSIVE STRENGTH OF 2000 4 a i 000000 • ••• D.ti6LtOTArBjpCK CMU•uNR•STIMGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH G— • ° • • fi7�OSI 6666 • • & SEE SHIM 6 AND 7 FOR miss MAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATION •6• •6S€DGE DtSTAISIMENT$AND SHIM SPACING • • 9. O Q�1I� AkcHOR CON BE RLOCED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS ADASR y y�y� DATEP 6 EMBEbMFi�ITANDEDGEfYSTANCEAMEACHIEVED. Lack • 6000 0 • • ANCHORTABLE TV.ANCHOR LAYOUT ar•erma6mn 6'8'DOORS 8'0'DOOR r�i�nir•annmmervamo® °ooc amran4,m�vaman6i ANCHOR MIN. M .EDGE r�6a6smnmooa�mraz•nwuomup¢ ANf21�TYPE MOIL DANCE MAX 0C. MAX O.0 \\\\\IIfIfJ SPACINGAT SPAQNGAT JAMB JAMBS NOTE:2X WOOD S �� NO ANCHOR REQUIRED AT THE SILL FOR SINGLE DOORS ONLY. `��`llj�• ° .F���i� WOODSCREW A10 1-1/Y We 17-1/Z° 17-1/4' 0OR FRAMING � 7 ITWTAPCON SAS' CMKRETE/CMU 1-1/4' 2-1/2° 17.1/2° 17-1/4' B*• S 1-318°-CONC. i�O••• Q`.•'•([/� ELCOULTRACON 1/4' CONCREfE/TMU 1-1/4'-CMU 1° 17-1/Y 17-1/4° TIMI TAPCON 3/16° CONCRETE/CMU 1-1/4' 1° SO° 1S-3/8" 02 2.#9 X 21/2'PFH SCREWSDATE: 02.05.14 DETAIL D2 2-#9X2 Ur PIH 9 22 23 G JM MAW PFH SCRO\S MULTI-POINT9IOOT BOLT PLATE LOCATION SCALE: NTS ]41H AIL B2 IRH PLATE SHOWN) PPD2 Dwc-#-A010871A MULTI-POINT SHoor BOLT 1-BOTTOM� SHEET: OF8 BOLT PIATE PLATE LOCATION HOPPB#2088911 SILL SECTION VIEW HEAD SECTION VIEW �••weaiowiam•wa6rw .owooa6ro..au aSow PWARED BY: II BUILDING DROPS,INC =Lm MMAWACI.FLMN ales 41/2°TYP. 41/2°PYP. T11/x°oFFr M O • • . g$ 0000 .000 .•.... •• ••• • • • • ,� t7 cc aG �Z • • • • Z4 Z2 • 0000•• p • ° •• ••• ••00 •6 •• Z c • • • O O. z • ••• 000 00 0000 0 •00.00 p • • a ••0 00 • ° •• • • 0000•• • ••• 0000 0600•• • • • 6 REMARKS DATE •66• • •• — • • • • nouamwdnsaeaLod m a •• ••• • • • ryp,ANCHORLAYOUT •••••• �nrnnaessarm•myasasosenr amaxauwsrr®memwmanw vnxourwsrtm merracmme ma.wc rl9 nraa m m1110M;10mweu1QaorlGa r�meamnmmamwrsmms®wm 11/O MIN.EMBEDTYP. ��`,otillittl/2" i ' SEE TABLE 2X BLbIANOIORTABLE ���/l/�.• .�'Q ��i c T •O G i6W DOORS VW DOORS KM EDGE MIN.CENTER •, ANOIORTYPE ANOtOR SUBSTRATE DIFT.TO TO CENTER _ = SRE SUBSTRATE DISTANCE SPACING MAX OX- VACM �i�0 �'• P•'�2�[/�`�� 2X WOOD BUCK INSTALL JAMBS '����•• o• G�,p� xX WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON7J4° CONOtETEKMu 1-]/4' i-7/1' 4' s• 304/4' ELCO ULTRACON 1 1/4' 1 CONOTETE. 1-3/8'-- 1• 4• 25• 34.1/4• 2X WOOD BUCK INSTALL 2X WOOD BUCK INSTALL. 1-1/4•-cmu ao¢arase� so[vasw DATE. 02.05.14 NOTES: CHL By. G JM I SS MSS L 2X BUCK IS NOT FOR INSTALLATION AT SILL NTS SCALE: 2 ANOiORS MAYBE STAGGERED AS SHOWN IN DETAR4/3. DWG.#:A010871A SHEET: OF 8 3 PREPARED BY: /k BUILDING DROPS,INC. 11 INIEROR E%fER10R mum ./. WERIOR 4 ~ OTIERNR OIIERTxi C e, • •• n • • • '§ �CA ••0 sae • • • W C •e •••••a OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL l Q • 'ObfWMGSHOWN-OWS1AIOu WMM 4A d INSWING �T WITSYli1NG *:**so saes .. .. ENDO ZABA555F AFODJ-?297 o W • • e • D• e•s• ease e see• • • • 000a• 11 • • ••0• •••• 0 0000•• • RFERAT06 DATE • sae•• 000 •• Eau= Baum •% 9Qi880P 7 R,IENQR F%IERDDR ADaem. mrx GLWMAA or- #see••• 10 umnuuimr®awmmd rwm•a war anwremmwayssrsa�mmm ms4 ac �u�m�mma ,somu 5 OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL 4 INsvnNG/ounwlNG kA r1 nNG4 ,u"WNG TNDURAHCLWW AFCOA-276/P-2000 OPT, ONALAFCOH397 * . 7 ;* = 11 •• 2 � 114 mmm Baum 2m 8 RIIE7imR F7lum ./ . a a+Te 02.05.14 BY- G JM SS MSS g OPERABLE SILL g OPERABLE SILL SCALE: NTS DW�.�:A010871A 4 ouT lvm 4 OUTSWING OPTIONAL AFCO Ad17 OPTIONAL DMM 20BIA565F SHEET: OF 8 4 PREPARED BY: HINGESCHEDULE HINGE DETAKATJAMB: It PLACE#9 x 2-1X PFH SCREW NEXT TO WEATHERSTRIP BUIU)ING DROPS,ING DOOR HEIGHT QUANTRY =e.muo UVD.smua MIM�OI.R81®t 6'4r 3 8'-0' 4 1 1 C W �0 1819 \� ca � 0000 a Lu iE •• ••• % •� 1-89x2-1fYPHIWPsG Q �• s•i•• FLATHEAD WOOD SCREW Z 4 ZZF 3-89X3/4'PHILLIPS N o • ••• •••• •• R ___ \ FLATHEAD WOOD SCREWS 0 • • F%I98DR` • *00 •••• 0000 489 PHILLIPS FLATHEAD WOOD SCREWS = � 0 • • • 1 USE 3/4'LENGTH FOR 6'-8'DOORS • • •••• fee* USE V LENGTH FOR r-W DOORS LOCK JXW* HINGE JAMB •• •• C - - am REMARKS BY DATE • 7 -- 7 •••• • •• � • • • AOA51,MuRFFmNtladi 6L •• ••• • • • • • 9-89X13/4•PRI 3-88X2•PFH 13-98X13/rPFH(V4VUNITS) 8-89 X 21/2°PFH W/HARDWARE W STRIKE HARDWARE 15-88%13/6°PFH(Sb•UNITS) W/STRIKE HARDWARE (6'-V&r-VUNITS) / �MESW/HARDWARE 4-MPLSTRIKE PLATES 1-MPL STRIKE PLATE 4-88%13/8°PFH �v�vcm�Amn•b,x�aasannsaaoami r�mmmnmoaaomrt�Marvem�am O 1 DDERXlR 1-REINFORC�ENT� HOF.ruo�� r>cIE�R Z. .O . *� :* MTERDR d INTERIOR 11 11 ROCKWELL MULTI-POINT LOCK JAMB (!) HOPPE MULTI-POINT LOCK JAMB C6--\HOPPE MULTI-POINT LOCK DATE: 02.05.14 § OUMIW=SHOWN-RAYWNGSIAMAR 5 OUTSWTNGSHOWN-HOWNGSITYMM 5 TOPREIFrFORtEMENTRATE-ACTMEPAMW&Y G6 JM $S MSS SCALE: NTS DwG.E:A010871A SHEET: OF 8 5 PREPARED W. 2X WOOD BUCK Q BUILDING DROPS,INC MLMWAR'MIMO.SILtie MINEDGE DBT. %// WOODANCHOR �"40"m SEETABLE SHEEP2 %/ SEE TABLE ON SHEET 2 °i �� SILICONE 2X WOOD BUCK % O m +� ON • 0000 �!••• %% % 2X WOOD BUCK g° ^ g .. ... • • •••••• WOOD ANCHOR SHIM �1��� F" •: ••• • • • • • SEE TABLE ON SIIEET2 MIN.EVAM SEETABLESHEET2 nCJ • ••. . ... � HEAD(TYPICAL) JAMB(TYPICAL) 3 OPERABLE SILL o e • • OUTSWINGSHOWN-O6WINGSIMILM 6 OUTSWINGSHOWN-LNSIMNGSIMILAR 6 IIWSWWG-NOANCHORREQUIRED 0 Q ° • 000 •0•• •• • • • ENouRAzaR456sF 3 04 ••• 0000 •00• • e • • • ° • • 0: 00 ••• ••i• SILICONE ° •• ••• i • SILICONE SILICONE :01 0000 •000•• • • • REMARKS om 0000 • •• • • • • 2X WOOD BUCK 2X WOOD BUCK AddADRMO.MAMb1tLo& •• ••• • • • i••••• • • 2X WOOD BUCK almaaumreeerDee wm=mumvan 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL m aumarcletamnm°t•exum°u•,nenva 6 ouTs4neG a�r-�REauIRm 6 NAFCO ne/P•moo�Iam ( ounwlNG AFM H-M REQUIRED �� �S F rrr0,1�1' .O 7 IT SILICONE ��i tC••' valeR]u�(�� �� SILICONE SILICONE 577SILICONE reeecr�` ueu 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE. 02.05.14 $ OPERABLE SILL g OPERABLE SILL OPERABLE ADA SILL GG .IM aSSS MSS 6 OUTSWING-NOANCHOR REQUIRED 6 OUTSWING-NOANCHOR REWIRED 6 INSWING/OUTSYYING-NO ANCHORREQUIRED SCALE NTS AFCO A-U7 ENDURA ZOM 45M ���HCISMO DWG.gA010871A SHEET. OF8 tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EE DISTANCE ARE ACHIEVED. PREPARED BY. MIN. N ixwOOD BUac Q EDGE HEET2 n, (OPTIONAL) BUILDING DROPS,INC SEE �• H 9eewweuaeu•.acav xz o avaeewbrt•ma CONCRETE ANCHOR 0 we ,., SEE TABLE ON SHEET 2 •• '7; CONCRETE/ � :'�• •�/ • :,ti MASONRY BYOTHEIS % C CONCRETE/ �~ " -' �� go %%i%%i iXW001 • '0000• . —�—0.25 • 0000 • p SHIM gyCy �g • • • • CONCRETE ANCHOR CONCRETE/NIASONRY BY OTHERS �Q SHEET 2 m 000000 SEE TABLE ON • 0000 • • • • MIN.EMBED. N :009 1 "eHrAD(TYPICAL) �1 SEE JAMB(TYPICAL) g OPERABLE SILL o • ••• - G SHOWN-INSWING SIMILAR 7 OU7SWING SHOWN-ffMMG SIMILAR 7 INSWING-NO ANCHOR REQUIRED u • 7 • . 0000 Sots •0•••0 ENDURA 2ARASSSF • • U••9• 0000 •••• ° a • • 0900 0000 SILICONE • 0000 • • • •••• SILICONE • SILICONE 0 _•000 0000 ••• • • DATE • 0000 • •AGO A• •° .a • 'tl • A •a ° d •Q A d r- 0 YO,MuItl•Pm4rcLo& 6L 0000 • • . . O.•••••• CONCRETE/ CONCRgE/ CONCRETE/ • • MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BYOTHERS n•neam®rts ew°°u°mvitwe 4 OPERABLE SILL OPERABLE SILL OPERABLE SILL euwm�ronm°°a�er,ueeaorvmartmm 7 OUISWING-NOS AOR REQUIRED 7 INSIMN� 8 ANCHOR 7 OUTSMRNG NO XCOR REQUIRED SIUCONE SILICONE SILICONE .a a, A [A' d, A 77 A. 'O rave msa • CONCRETE/ CONCRETE/ CONCRETE/ • MASONRY MASONRY MASONRY BY OTHERS BY OTHERS "OTHERS g OPERABLE SILL g OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NOANCHOR REQUIRED , OUTSWING-NOANCHOR REQUIRED 7 UTSURNG/INSWING-NO ANCHOR REQUIRED DWG. CHK AFco A u7 ENDURA zoBI4565F ENDURA HCLe000 ADA G J M SS MSS SCBE: NTS DWG.Ih A010871A SHEET: OF S tp oFrnoNALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. HILL OF MATERIALS 20 ROCKWELL MULT POINT LOCK 21 HOPPE MULT POINT LOCK PREPARED BY' ITEMO DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098.911 FINGER-JOINTED PINE it BUILDING DROPS,INC. SOLID PINE O Me°uMevmiMZ.0.m °INAMACK aZ1mt 1 FRAME HEAD/IAMBS LAMINATED VENEER gcpe4004M LUMBER O COMPOSITE 2 (NOT USED) Q r 3 (NOT'usEDJ µml 1S 4 ENDURAZAII4565F THRESHOLD - O S • • AFMJ-2297THRESHOLD - A • 0 s •• • • �& 276/P-200DTHRESHOLD - O®O O • 7 ARAH-497THRESHOID O • a 0 :1 •• 000 8 . . . APOD A-117 THRESHOLD - • �C=3= G m • 9 • ••4l3=0%ZOU4565F THRESHOLD a O • e '4 ° ° HANDLE Z C z •• • • 10 • •• •WDWAHOS000ADA THRESHOLD - HEIGFIT L7e • • • 11000 ••••••INEATHE�yIP ETHANE 0 O URFOAM& e ° b ° L O 4 • • POLYETHYLENE o Rc3 Lu • • • 12 • ON SHIM(&W MAX THK) COMPOSITE HANDLE ° • Q C °n •• • • 13 •• • (NOT IJSED) - HEIGHT • s • • 14 • •••••• (NDT USED) - a C=)= F O F •. • • 15 •• • a10 w009&t/eAftn SCREW w/11/2'MIN.EMBEDMENr STEEL e e e ° I u DATE e 16 •• • CONC4l7NU R(sm Nl7IORTABLESHEET52&3) STEEL. Add•• ADASA • • 17 • QUIT HINGE(SEE SCHEDULE SHEET 5) STEEL b 18 • • KWIKSET LOCK SERIES 400 STEEL m 19 KWIKSET DEADBOLT SERIES 780 sTEEL O Tg ROCKWELL MULTI-POINT TONGUE LATCH HI 732287686.8 UNITum��oeipmcaa'mt�oc 20 ROCKWELL MULTI-POINT TONGUE LATCH 0=97808-0 UNIT0 LL • "OpAOM� QO"® .69• ra°m�asmnmuauvn�nwrem°nm� 21 HOPPE MUU40NT HARDWARE HLSM= STEEL ,`,T111111/181"r, 22 HOPPE MULL-POINT HEAD SHOOT BOLT PLATE LH 98784091 STEEL O �S F. 23 HOPPE MULFPOINT HEAD SHOOT BOLT PLATE RH 58783923 STEEL. •;p0 L T7V pp o �� : 7—I 1.65•J•— OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(W) '.0�cl`�•' VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD L T-- 'w.• ass° �--S 6r- 4Sr---I L75' DATE. 02.05.14 {-- DWG. CHK AFCO H-497 THRESHOLDO AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HCI5000 ADA HEAD SHOOT BOLT PLATE(RH) G JM SS MSS O O THRESHOLD THRESHOLD 23 SCAM* NTS •#:A010871A OFS SHEET: 4.W�I I y, �' L75° R 4.62•--� � �asa°�{ M IAM 1•DADE MIAMI RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.gov/economy 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 use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). 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 AIM(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails,to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No.M95-13A,titled"Mullion Elevations and Details", sheets 1,2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad,'P.'E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptace number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large aid`Mall Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur the expiration date or if-them has been a revision or change in the materials,use,and/or manufacture o the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any Qther purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall cause for termination and removal of NOA. ADVERTISEMENT: The NOA number i preceded by the words Miami-Dada County, Florida, and followed by the expiration date may be distlayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirgiy.' 00 INSPECTION: A copy of thisentiret JNOsh'alC bb prgvioe f to the user by the manufacturer or its distributors and shall be available for inSpCCt' at t ie jebsiVot therequest of the Building Official. This NOA revises NOA#12-1220.15 and ca}sists of this paicI did evidence pages E-1 and E-2,as well as approval document mentioned above. • - ' The submitted documentation was ref iovec N1Pa fuel Prerez.P+Er•- • NOA No.15-0420.08 nnnr�FnpD>: atmmr Expiration Date: March 28,2018 ' ' "' ••• Approval Date:August 13.2015 l i . Page 1 • • •.f • '.• • •• •• 00 0I i T CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBhHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 9S-0929.39) 2. Drawing No.M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2, 3, 4,4.1 and 5 of 5,dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS 1. Tesi 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. HTI--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 Hurrrcaiie Test Laboratory,Inc.Test Report No. HTL-0080-0303-96,dated 03/06/96,signed and sealed by Timothy S.Marshall,P.E. (Submitted corder NOA No. 9S-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51b Edition(2014),dated 04/13/15 and 07/25/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 .. ... . . . 0 000 • • • ... . . . • • Manuel P P.E. •• . . . . . . . : :. • •• Product Control xa in er •• •'• ••• 0 NOA No.19420.08 4x0.08 Expiration Date: March 28,2018 '••• . . ... 0 0 Approval Date:August 13.2015 :.'.: • CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATION, I, 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. .HTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Fest Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07') 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA Nd.'950929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering&Testing,Inc, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion--L.M.I.,approved on 02/28/13 and expiring on 03/28/18. •0 ••• . • • • :-: : : Manue er .E. • •• Product Control Ea ner NOA No.15 20.08 Expiration Date: March 28,2018 0:0 ... Approval Date:August 13.2015 • . . . . : : : . : 1.000 �aBs )v ro» .250•7rP. 0{�(� �+ _ a>?s Z 'mss Pi go 0 � EA Do lu. I 31 4A00 TawAL PRODUCT �3• 3• 8000 "'K e'W2 19\4 n CUP ANG 8063-76 Q 1 BMUL Q8Q EOOO6.000 IAOD 1,110 —C' 8000 &INS D00 3• 3• 8000 aBs a000 m 4'0°D 'w, n3xmNs>iON MULLIONS CONTAINING TYPICAL GLAZING PRODUCn MULLION 1.,w-DL HORIZONTAL OR VERTICAL 2" 1.868 SEF WOIDWY OR DOOR APPROVAL FOR FASIENERS SRES AND SPAM D i.•.•. • • • • • 4' 3.868 p • • • • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. �y • D 8" 8.888 AND CAN BE USED WITH ALL MIAMI-DADS COUNTY APPROVED z „"',N •...•• • •• 2 qnq IMPACT AND NON-IMPACT RESISTANT PRODUCTS. O • HIJL3 • i Ix-29762 N\4 00 a • • Sx- 1.4881 M3 .718 " jm�j • 00 • •••••• • •• ' RECTANGULAR ALUMINUM TLu3E MLR LIONS ••• •• ••• —7s • • 2X !�_6063-76 USING MULLION PROPERTIES ONLY 0000 F NfffB • • . ••••• L875 71IS PRODUCT NO BEEN DESIGNED AND TESTED 70 COMPLY VM THE U O • ••.• •.•• , REOLVA Mt7JIS OF THE FLOWDA BWLOMG CODE INT UMO HM VELOCITYHunow ZONE 0 0000.• I I (KM ••••• ALL DIAZWG PRODUCTS USED WITH THESE MULLIONS MUST MEET THE •••••• 0 0 0• • APPLICABLE BUILDING CODE REQUIREMENTS LF. LOAD,WATER • . ••••• 4mo INFILTPATON. FORCED ENTRY RESISTANCE.SAFEWARDS ETC. • one* . .. WOOD BUMS BY OTHERS,MIST BE ARCHORffD PROPERLY TO TRANSFER +� •••..• •L000 •, MLI i JON CUP FOR 1 B TLS MIGORS AWLASS US=SPACED AS SHWA ON DEIMA ENEOMW R R N •• • (al_383 TO BASE YATEtBAL SHOLLL BE BEYOND WLLL COIF]BNC(670000.TLLE ETC.), 8083—T6 MING CONOMM OTHER THAN THOS MOWN IN THESE DEM012 ARE NOT PART OF 7HIS APPIOBLL. ' "Be L700 A LOAD DURA NORM 3 USED IN OES=OF AI DH=BOO WOE ONLY. MATERIALS INCLUDDO BUT NOT LIMBED 70 ST SCREWS,THAT 4DOD cam a�ARwo OF l=R1E WITH O*mER IDG.OWE,SM��SHALL MEET 7HE F � INSTRUCTIONS: q d rIEE CHARTS AND GRAPHS AS FOLLOWS STEP 1 DETERM DO=LOAD XMIRED PER AM 7 FOR PARRCIRAR OPVMM USE DARE COIRIIY APPROVED OIAM PROb=MEETING "E'n JNiAD MOND PRODUCTRBVISIID ST� ABOVE LOAD RUMMO QIIS. li CNO. m �Idlam � I U L STEP 3 USF COMIECIION 70 Mu=N AS PER PRODUCT 4= APPROVAL Ix 1.016 OA4 Ix Q 82787 OA.4 � DESIGN R 9DIG ORE THAI DESIGN SPECM 8 Sa n tA187•I�3 SIX=27888 uA3 IN STEP 1 ABOVE 013 araWt�9 �o. MU I ION G 1P FOR ZM BES USING MOM TYPES ON SHEETS 4 8 8.AND ANCHOR ULLION � 1X4 MULLION 2X8 M _= STFP ON SM 3.SUM ANCHOR TYPE WITH X I WaM M95-13A 6083—T8 S83-76 8083-76 MORE THAN 7HE DESIGN(DADS SPECMED IN STEP 1 ABOVE. 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I •••••• 2 $F$F4y(XS PER SIDS j��MU1Rm FOR 3'TUBE MULLIONS • 0060 Nd LIi ATTIC.faENTS I�llf APPLICABLE FOR 1"X2"TUBE MULL t eoo e.a. •••••• • • • 2 SCREWS PER SIDE REQUIRED FOR r TUBE MULLIONS MAX • • • CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2"TUBE MULL fog u1ntION 1 I 3 SCREWS PER SIDE REQUIRED FOR I 4" & B"TUBE MULLIONS 2X2Xt/8' I ALUM MOLE I I t I 14&" @9 jr ----------^i j 2/ANGLE 2.000 j 1 gn uro MM. I ; NOTCH ANGLES 70 t S&L Ile. I I Oi TRIM EW AM ANMAG I Imtxwcrt:evlseo L CIVIL as eampbft*vr(t6 the Fkdds FLA.PE I70582 ... a 1. • a s. AaeptanroDjpls 04•�•QQg �. �` e r Dde �� 8 .•• al>RECAST COIR°:d. �'$ I e « � plaQual tinning tro. 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'uJ a HOLE ���� $ WOOD BUCKS AND METAL STRUCTURE NOT BY COI WDW. SEE CwAiiT Fx1 TUBE MULLION MUST SUSTAIN LOADS IMPOSED BY OLAZKO SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE a ANCHOR NO.OF TYPICAL ANCHORS: sEE ELEY.FOR spAcm TYPE TA'- $ D1A. ULTRACON BY'Elco B ,]/ (Fwtn K�f)ro188 KSI) --------------_ ------------- KTO 20Y WOOD BUCKS OR WOOD STRUCTURES - 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONCRETE THIS SCREN CAN BE I SMS 1-1/4" MIN. EMBED INTO CONCRETE WMIONIN �T�d�P AY 13CZ&nq MULLIONTYPE'B'-14C DIA. ULTRACON BY'ELCO' (Fu m m ry-iaa RS}) ,, I 2 PER CUP AT LARDER MULLIONS • •• DIRECTLY INTO CONCRETE I � • • •••• 171/2"AN. EMBED INTO CONCRETE w •••••• 1/8'THICKaural CHANNM I Ifff OR 20Y 7UBE9 • • IrE•�BW-j&NA. IS 13=N BY'ELCO' (FU-In IOi1.Fj-188 no �TMBTIOEOFIT SNUN � t ••6000 ••• • • • • DIQECTLY IIJTO HOLLOW BLOCKS 0 r • • 1•VE• MIM. EMBED INTO MASONRY •0 0000 •••• THRU 1 BY BUCKS INTO MASONRY a" 60:06 • 1p?�F;11Rf10. EMBED INTO MASONRY ANCHORS DETAIL i 1 z z 66 •0060: 6 T6 YPE TBS- &tf— •ULTRACDN BY TELCO' 0Po 11 Lal.fp.156 K9) METAL TO METAL CONNECTION c: 6666 c E • WtCILt•��N'TE0 FlLLED BLOCKS i••••a •••• 1-81kidM1N � . EMBED INTO TO MASO • • 7HR�dGY•BUCKS INTO MASONRY 00000: •••• 1=g•I�N. EMBED INTO MASONRY •i•••• j(!CONCRETE AND MASONRY a 2-1/2" MIN. c •••••i INFO W01lb STRUCTURE = 1" MK. R • • INTO MESAL STRUCTURE = 1/2" MIN. WOOD AT HEAD.SILL OR JAMBS SO o OM MIN. OWRETE AT HEAD,SILL OR AM Pe =WOO PSI MIN. C-W HIMlOW/MlD BLOCK AT JAM Pm =0 PSI MIN. QA. PRODUCE RBVL4ED ( 88001ApTy0$HlVtdreFTmiQa _ FIA. �15-o4ZO.os ` 0 9018 � � � i e P�4� O&moN drovGig no. CJ M95-13A ju k2A'21111% Sheet m 8