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WS-15-2920 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-251145 Permit Number: WS-11-15-2920 Inspection Date: January 19, 2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: KEEFE, GARRET Work Classification: Window/Door Replacement Job Address: 1220 NE 96 Street Miami Shores, FL Phone Number Project: <NONE> Parcel Number 1132060143940 Contractor: DEPENDABLE SHUTTER SERVICE Phone: (954)583-1411 Building Department Comments IMPACT 16 WINDOWS &2 DOORS. Infractio Passed Comments INSPECTOR COMMENTS False nspector Comments Passed EE' CREATED AS REINSPECTION FOR INSP-250339. CREATED AS REINSPECTION FOR INSP-248080. No inspection during installation Open up front door andwindows in rear room Failed Correction C'/c s Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 January 19,2016 Page 1 of 1 i 1� Miami Shores Village NOV 18 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �T INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20)q � SULDING Master Permit No.�A J�� PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC E] ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �22.Q City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: J Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): �Qi'i'{� /�'t CT-e Phone#:. Address: City: /yll�l�s-, i �/�icit.r State: /�/� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: n / City: State: Zip: Qualifier Name: A,-A' v� /f?�ryi®/�v. Phone#: State Certification or Registration#: Certificate of Competency#: d"-o"q d'.4 -10'?S DESIGNER:Architect/Engineer: Phone#: Address:/6D f��l2��Jlrf�-� /0 6 City: State: Zip:-2-z 1kV2- Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Eg--Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of colon thru tile: Submittal Fee$ �® Permit Fee$� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ t 446 (RevisedO2/24/2014) 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNERorA ENTTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of q_I�i(1y 20 ,by day of 20 1� by who is personally known to N who is personally known to me or who has produced -r-LbL as me or who has produced 1 � as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: QrjSignAM Sign-. f 'G Print: Print: W1 Aw Seal: Seal: °"`" %; BRI ANYSCLAFANI BRITTANY SCLAFANI MY COMMISSION#FF 095962 MY COMMISSION#FF 095962 Eypi rP EXPIRES:February 25,2018 =tee: RES:February 25,2018 %;pdq•' 8cnled inru Notary Public Underwriters • '` Bonded Thru Notary Public Underwriters L a• �r�t sE>kAc eksk Xc�Xe�k ge�k�k Xr>k rk rk>K>&>x#>k�>k>ksk>k ate s$ok�k#�kek flr rle rk>k�k�k 8e8r ak �k�k�k�k�k�kak ge�k rg>k Ke Kcffi APPROVED BY II �,� Plans Examiner Zoning Structural Review Clerk 1evised02/24/2014) f r' Municipal Contractors Tax Receipt. Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY CC NO: 06BS00085 MC BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES DEPENDABLE SHUTTER SERVICE INC DOING BUSINESS IN DADE COUNTY, 7471416 SEPTEMBER 30, 2016 Pursuant to County Code Sac 10-24 OWNER TYPE OF BUSINESS DEPENDABLE SHUTTER SERVICE INC SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O WAYNE THOMPSON PRES BY TAX COLLECTOR 200.00 09/08/2015 CREDITCARD-15-04462E This receipt is not valid in the following Municipalities:Aventura,Daral,Hialeah,Key Biscayne, ® Miami Gardens,Miami Lakes,Palmetto Bay,Pinecrest,Sunny Islas Beach,Town of Coder Bay._ �E For more information,visit www miamidade govftaxcollector , Local Business Tax Receipt Miami—Dade County,-State of FloridaLBT —THIS IS NOTA BILL—DO NOT PAY 5780714 BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES DEPENDABLE SHUTTER RENEWAL SEPTEMBER 30, 2016 SERVICE INC 6027718 DOING BUSINESS IN DADE Must be displayed at place of business Pursuant to County Code COUNTY Chapter 8A—Art.9&10 OWNER SEL.TYPE OF BUSINESS PAYMENT RECEIVED DEPENDABLE SHUTTER SERVICE 196 SPECIALTY BUILDING BY TAX COLLECTOR INC CONTRACTOR 75.00 09/08/2015 010 WAYNF THOMP.SON PRFS Worker(s) 10 06BS00085 CREDITCARD-15-044620 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must he displayed on all commercial vehicles—Miami—Dade Code Sec Ba-276. MIAMUDAo :ADEO For more information,visit www.miamidade.govhaxcallector , LEAD SOURCE: /? L L ^ EXCELLENCE IN IMPACT GLASS, ACCORDIONS & ROLL-DOWNS T G HIGH RISE SPECIALISTS ®IPfIBLE BNUiTER IBIIISS LICENSED & INSURED The compaayyou can DEPEND oni 954.583.1411 . www.dependableshuffer.com DEPENDABLE SHUTTER AND GLASS® Phone: 954.583.1411 ® Fax: 954-791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC#06-BS-00085 0 CC#06-AE-114088-/-X``��a CC#U-21156•CC#U-21693 PROPERTY OWNER: ` 19144e -2" r " e'-w PURCHASER/AGENT. t (IF NOT PROPERTY OWNER) load �G; 6 g�• JOB SITE ADDRESS: /h l fol DATE: 90PW6-5'1y0 9ic-ec.Fe-t 9La-) Q0/. C0ry► 3 b48 57*0 ESTIMATED RESIDE TELEPHONE EMAILADORESS CELLPHONE DELIVERY: CGZ / 15>,fA1r tr/rr✓9&46 /rf-Scwms/ao %ups SAC/,&r-o- 716 41 5<,dkvre G1.4ss /��P 0A01 /-S£�i�s /�t7- LI// �6"�dd�i'Gr1,l' c✓ �srt✓6? �.�i�n� nt/G/r/it�/,✓r' TAT PRODUCT: IMPACT WINDOWS/DOORS O ROLL DOWNS COLOR; FRAMES: &MIE O ACCORDION O NON-IMPACT WINDOWS/DOORS TINT 6-AAJ OPENING SIZES: 2. 9X6-3 '17. ?YX39 -- 3 M Ir9-0 g I- 4. 20 i i �7. 22 ¢ f' ' 8. 23. �— - c10 2v � g. 24. '10. 3 7 A''3 25. -- - - - --- - - 26. '12.36x: 27. - ---- e'1 -- -- ---- �,�4 - - 113. 36/-v 28. � '14.100'00 29 -- 15. NOTES: Ort/ Au AIIAIDOA15 Seger shall have the right at any time to review contect,terms and cancel If such review Is not acceptable to its Engineering Review Department In the REGULAR SALES PRICE $ event of cancellation by Bever any deposit will be refunded. `BUYER'S RIGHT TO CANCEL'This Is a home adictagon sale.and if you do not want the goods or services,you may rarx;ei this agreement by providing written notice to the sager in person,by telegram,or by mat.This TOTAL CONTRACT $ I f • �� notice must indicate that you do not want the goods or services and must be l deflvered or postmarked before midnight of the third business ress day after you 7) SSr0 sign this agreement If you cancel this agreement.The seller may not keep DEPOSIT $ all or any part of any cash down payment. y�u G/dGins� A Executed m three copies,on copy of which was delivered to,and receipt Is *BALANCEDUE A Ce dam• $ 1 hereby acknowledged by buyer,this_day of 20_ (ON DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTIONS) PU CUSTOMER pub CONSULTANT Vd6el" A T Maintenance Highly Recommended EDependablehutter and Glass will offer the original purchaser lubrication and maintenance office or twice a year as m the date of Installation,a minimum of a$100.00 charge Is due each time this service Is provided. WHITE-OFFICE YELLOW-CUSTOMER r ► 374 of,�� , DE FIG ''•. o . ��CENSF s s • N�� • No. 2609 - o Z�N w� 8 s * * z Lu Oa : • K ♦ Q � ' STA F �.♦ F6.66'••.......... o` F m ••'•ss�ONAL �� _ 2 •••..........''� to IL 2.43 SQF AT 43.4 PSF a Q WL= 105.5 LB O v SHEAR PER ANCHOR: V5= 21 LB I/4"TAPCONS INTO CONCRETE JAN 11 2016 z j m o ALLOWABLE SHEAR: Va= 214 LB(NDS 201 2) z — 0 z W O m Q 0 00 MJ U � zU 0� � �U w W a- w \— DOOR TO BE INSTALLED AS PER N❑A z O F- O o -� z oC DOOR: o O v o WIND PRESSURE: +40. 1 , -43.4 PSF oLu ZLn DOOR ANCHORAGE INTO 2x WOOD Qo BUCK SUBSTRATE AS PER z Ln O MANUFACTURER PRODUCT APPROVALS L o � z Ln o ° wCQ D- N MINIMUM 3000 PSI CONCRETE w 3' EDGE �J U DISTANCE I CL o•o W a •n • (f) A d Q • • ••• ••o•:6 Q p d Q ° ° •• • • • • • W •c 6666 • • d p d p ? r o•••o• ® 4A • • =) = • d p .d d D 6666•• • ev A d ° ° pd d 6666•• ••• •• VJ p • 117 p d p •••o w °d p ° 6666•• • •• � m p d • • d Q p p • 0 Soso < C) J* 00 •6009• LrAn o• 2X6 PT WOOD U w In —W0 Lu . ..•�Qj.� 96 �-- 2. 00-� P K 5. 50 DWflNG#MORE INC. 5CALE: NA 1/4' X3 1/4" TAPC❑NS 1 3/4° INT❑ CONCRETE DATE: 01/08/16 SPACED AT MAX. 8' OC STAGGERED DRAWING N SEE ELEVATION IG-008 5HEET I OF I 71 • REF.#: 16-8 Date: 1/8/2016 6.15 E N G C O, inc. Contractor Dependable Shutter Services r 4741 SW 45th Street-Davie,FL-33314 Engineering Services-CA 8116 Job: Keefe Residence 1791 Blount Road unit 907 1220 NE 96th Street-Miami Shores,FL-33138 Pompano Beach-Florida-33069 Design by:PEDRO DE FIGUEIREDO,PE 52609 Tel:(754)307-1319 Fax:(754)205-6846 Email:Engco@AOL.com [Sheet Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10(chapter 26-30) Florida Building Code 2010/2014 Mean Roof Height:(MRH) Feet Low Rise: Buildings with MRH<=60'and MHR<=B Feet Cladding Elevation 1 Minimum Width:(B) Feet Roof Slope } Roof Slope Reduction Factor 1.00 Basic Wind Speed x=E;1i !` mph Use Figure 26.5-1A or FBC 2014 Risk Category: II Exposure C a Z (Section 26.7) 9.5 900 Exposure C:Open terrain with scattered obstructions height less than 30ft.Open country,grasslands Building Type Enclosed _= '''=� _ (Fully and Partially Enclosed-Section 26.10) Kd-Table 26.6.1 0.85 0.85 Use of.85 with Load Combination specified in 2.3 and 2.4 KZ-Table 30.3.1 0.85 Kh-Table 30.3.1 0.85 KZt-Section 26.8 1.00 To be used when hill height H-15' Velocity Pressure(qz) 56.57 Psf qZ=0.00256.Kz.Kzt. Kd.VA2 Section 30.3.1 Velocity Pressure(qh) 56.57 Psf qh=o.00256.Kh.Kzt.Kd.VA2 Section 30.3.1 asee • • Tributary Area iii f is' ! ft2 • 0000 GCpi Int.Pressure) 0.18 -0.18 Table 26.11-1 • GCp( Ext. Pressure) zone 4(+) 1.00 zone 4(-) -1.10 •••••• • Figure 30.4-1 (walls) zone 5(+) 1.00 zone 5(-) -1.40 •••••• :0606: 000e • • • ' positive negative •••• • Wind load Psf Psf Psf •••••• ••" '•••• Wind load combination factor 0.6 0.6 •• •• ''" • o zone 4 40.1 -43.4 ...... zone 5 40.1 -53.6 Zone 5 for units located less than 5t7 fro building corners •••••• •• • End zone(a) 52 INCHES •• • Notation:(a)-10%of the least dimension or 0.4 of mean roof height,whichever is smaller. Also(a)must not be less than either 4%of the least dimension or 3 feet. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA JAN 112016 THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 1/8/2016 PEDRO DE FIGUEIREDO,PE 52609 NOT VALID WITHOUT SEAL � >t � n , ,.. t r 6a.. s� � ��:�? .,fi an,a :rx 's&, J .-u. �. r 5 .� 83'AL :��j,�&i -. d �,.,,� .T?°-` r �..:, � c ¢ w* n�r• �s �-�` '��n a�v.s' Ma.��'"� a s�,v x'�' �s ,"'�� `� a'S �`� � as �-. a � a ,,,,w•�C�* �; :: n .0 t'�a�'w s;ry a F � #fi � �`¢"�'� �t �a �t a �vi��s i ��u s� c��a ' Y�� ?��1 � •, �. G "�... I � 1 ` ir,�� ¢,x<. <-� �� as a °�� y,�� +.a z. �� ¢Y�y�¢��"8 'z s ��e�' �fia. c'� F, �?� -e�• >��' ,a; � �,^tea � �.� ��L � 'xa ��,� ': ULTIMATE TENSION AND SHEAR VALUES (LBS/KN) IN CONCRETE ANCHOR MIN.DEPTH OF DIA EMBEDMENT TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR In.(mm) In.(mm) Lbs,(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 3/16(4.8) 1(25.4) 600(2.7) 720(3.2) 625(2.8) 720(3.2) 650(2.9) 720(3.2) 800(3.6) 860(3.8) 1-1/4(31.8) 845(3.7) 720(3.2) 858(3.8) 720(3.2) 870(3.9) 720(3.2) 1,010(4.5) 860(3.8) 1-1/2(38.1) 1,090(4.8) 860(3.8) 1,090(4.8) 860(3.8) 1,090(4.8) 860(3.8) 1,220(4.8) 860(3.8) 1-3/4(44.5) 1,450(6.5) 870(3.9) 1455(6.5) 870(3.9) 1,460(6.5) 990(4.4) 1,730(7.7) 990(4.4) 1/4(6.4) 1(25.4) 750(3.3) 900(4.0) 775(3.4) 900(4.0) 800(3.6) 1,360(6.1) 950(4.2) 1,440(6.4) / 1-1/4(31.8) 1,050(4.7) 900(4.0) 1,160(5.2) 900(4.0) 1,270(5.6) 1,360(6.1) 1,515(6.7) 1,440(6.4) 1-1/2(38.1) 1,380(6.1) 1,200(5.3) 1,600(7.2) 1,200(5.3) 1,820(8.1) 1,380(6.1) 2,170(9.7) 1,670(7.4) 3/4(44. 2,020(9.0) 1,670(7.4) 2,200(9.8) 670(7.4 2,380(10.6) 1,670(7.4) 2,770(12.3) 1,670(7.4) Safe working loadsfor single installation under static loading should not exceed 25%of the ultimate load capacity. r.10 � �•l1 d� ULTIMATE TENSION AND SHEAR VALUES (LBS/KN) IN HOLLOW BLOCK LIGHTWEIGHT BLOCK MEDIUM WEIGHT LOCK,.,tA;V.- ANCHOR ANCHOR DIA EMBEDMENT TENSION SHEAR TENSION SHEAR In.(mm) In.(mm) Lbs.(kN) Lbs.(W) Lbs.(kN) Lbs.(kN) 3/16(4.8) 1(25.4) 220(1.0) 400(l.8) 340(1.5) 730(3.2) 1/4(6.4) 1(25.4) 2500.1) 6200.8) 500(2.2) 1,000(4.4) Safe working loads for single installation under static loading should not exceed 25%of the ultimate load capacity. NOTE:3/16"Tapcon requires 5/32"bit,1/4"Tapcon requires 3/16"bit. 0000 91 • • 0000 0000:• • ALLOWABLE EDGE AND SPACING DISTANCES ••.' : . • ' 0.000• PARAMETER ANCHOR ••' • • In.(mm) FULL CAPACITY REDUCED7REDUCTION FULL CAPACITY of 12MWED ••••I10AD • •e (Critical Distance CAPACITY (Critical Distance •SARICITY REDUCTION • Inches) (MinimalInches) (Minimal WWTOR ••.so Distnce Inchesbh=alV�=nches) • 06-9000 Spacing Between 3/16 3 1-1/2 0.73 3 1-1/•2 • 1.00 00 Anchors-Tension 1/4 4 20.66 4 :00�'2. 0.84 • • • 0000 Spacing Between 3/ 1-1/2 0.83 3 1- 2 ''••100 • • Anchors-Shear 2 0.82 4 • • • 0.81 • •.• 0000 • • Edge Distance- 3/16 1-7/8 1 0.83 3 2 •• 391 Tension 1/4 2-1/2 1-1/4 0.82 4 2 0.81 istance- 3 6 2-1 1- 3 2 0.93 Shear 7 3 1-1/2 ('0.59) 4 2 0.80 For SI:1 inch=25.4 mm Opening I Size (W x H) 1. Impact Glass 106 x 51 (15-0512.05) 2. Impact Glass 148 x 63 (15-0512.05) i r 3. Impact French Door 39 x 81 - (14-1015.04) --- _I- 4. Impact Glass 74 x 50 /p (15-0512.05) 5. Impact Glass 74 x38 (15-0512.05) - 6. Impact Glass 37 x39 (15-0512.05) 12 11 7. Impact Glass 37 x38 �•�� ''�' %!�'i n� l r ui i�'�i. (15-0512.05) 1; 1 8. Impact Glass 53 x38 - -------- — (15-0512.05) `---_-- - 10 9. Impact Glass 74 x38 14 (15-0512.05) 15 10. Impact Glass 37 x38 (15-0512.05) 11. IMpact Glass 37 x39 9 (15-051205) 12. Impact Glass 37 x39 16 (15-0512.05) 13. Impact SGD 189 x 79 r` 8 (14-0627.15) 14. Impact Glass 138 x 38 y? (15-0512.05) NOV O V 1 2015 15. Impact Glass 74 x38 (15A512.05) 17 7 16. Impact Glass 74 x38 (15-0512.05) ki - QD 17. Impact Glass 53 x38 W M (15-0512.05) 6 L1I M 18. Impact Glass 74 x 38 2 3 (15-0512.05) d J 18 i u) ILL Existing Egress 5LLI 1 4 d rnw WO .. ... . . . . .. Y zcn • •• • • • • ••• • • ••• • ••• ••• ••• • • • • • • • • COPYWNIi RIEt�EBT.COm • • • • • • • SCALE: •i i• • ••• �• • i• :• NOT TO SCALE ••• • • • • • DATE: Nov 10,2015 PAGE DESCRIPTION: ••• ••• Job#4301 • • • ••• • • • PAGE: OF 06/30/2015-2:58pm gabriels VAPrcjectsl 2014-MPSWOO Wind Chartsl_Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH r MRH <_ 601 DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE IDT 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 Tribute Area S Ft Roof Tribute Area S Ft I. TABLES RE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 S ight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C >TTI WN VARIABLE AS DESCRIBED BELOW. «,, . USE OF CRITICAL CO FOA ITH THESE TABLES. -49.1 -47.9 -47.1 -46.4 -45.9 4 4 -60.7 -58.3 -53.3 -52.5 -51.8 - .2 Z.TABLES VALID O L _ F ROOF HEIGHT AS LIMITED ABOVE. 0-10 ft +45.3 +44.1 +43.3 +42.6 +42.1 .6 0-10 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 3 TABLES VALID F R & APPLICABLE REDUC IONS FOR ROOF SLOPES LESS THAN 10°SHA B p INEER AS A SITE SPECIFIC CONDITION. lift 50.0 48.7 47.9 47.2 46.7 .2 5 ¢ 11 ft -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE B AVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT +46.1 +44.8 +44.0 +43.3 +42.8 + s3 +41.6 +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENTI EAK 12 ft -50.7 -49.5 -48.6 -47.9 -47.4 -46. .. .8 12 ft -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 5.ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI - E OP NING IN QUESTION(HEIGHT WIDTH)OR +46.8 +45.5 +44.7 +44.0 +43.4 +42.9r-47.2 1.9 +46.8 +45.5 +44,7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -46.8 -46.5 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 13ft +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +42.8 +42.5 13ft +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 ARREAOPENIOF AN OPENNG CANNOT BE DNGS ONLY-THIS INCLUDES ENTIFIED,ETHE MOST CRITICAL(0 SQUARE EN STRUCTURAL MULLS. IF THE FEET)SHALL 14ft -52.1 -50.8 -49.9 -49.2 -48.7 -48.2 -47.4 -47.1 14ft -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 M3.3 +43.0 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +4 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 15 ft -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 15 ft -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55. -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +48.6 1+47.3 1+46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 +48.6 +47.3 +46.4 +45.7 +45.11+44.6 +44.2 +43.9 kq3 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 -65.8 -63.2 -61.4 -60.0 -58.8 -56.2 -55.5 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 16 ft +49,2 +47,9 +46.9 + 2` +44: +44.0 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES RE UNDER-DESIGNED BY A 17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft -66.5 -63.9 -62.0 - .G 6 8 -56.1 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +49.7 +48.4 +47.4 +46.7 +46.11+45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 .7 •8 +44.5 GENERAL NOTES: VERIFIED BY THE GOVERNING -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 -67.2 -64.5 -62.7 - 5 0 '1` 7.4 -56.7 18ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 18ft 1.TABLES+50.2 +48.9 +47.9 + +46.1 5' +44.9 METHODOLOGY"PERTO BASCE 7d0 SECTION 2IN A4.1 ANNCE WITH RAFTER 0 PRSTrn1EOR SS DESIGN THE -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -67.8 -65.1 -63.3 -6. .7 -57.2 CRITERIA AS OUTLINED HEREIN. 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 19 ft +50.6 +49.3 +48.4 +47.6 +47. .1 +45.7 +45.3 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY ZO ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50A -50.1 20 ft -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +51.1 +49.8 +48,8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi-+/-0,18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 22 ft -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft -69.6 -66.8 -64.9 -63A -62.1 -61.1 -60.2 -59.4 -58.7 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 WALLS AND VERTICAL SURFACES ONLY. 24 ft 57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24 ft 70.6 -67.8 -65.9 64.3 -63.1 62.0 -61.1 -60.3 -59.6 3.THESE CHARTS RE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft +53.5 +52.1 +51.1 +50.3 +49.7 .3 +4- 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 BUILDING COEFFICIENTS N H LJDER:;N NDRANTY FORA APPLICABILITY OF TABLE -58.8 -57.3 -56.3 -55.5 -54.9 -5:4' 1 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 VALUE USE IS OFFE D 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 j8 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48,9 +48,5 5.THIS SPECIF'ICA O IS ��!I,, F 7.4 f ER ANY PRODUCT APPROVED CERTIFICATION. RE R; °-.�'RA L MITTED TEST CRITERIA AND OTHER 30 ft -59.5 -58.0 -57.0 -56.2 -55.6 -5 .0 1 7 30 ft -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DE O ION' F MATION AND APPLICABILITY OF THESE TABLE , +54.8 +53.4 +52.4 +51.6 +50.9 + :4 9,5 _; +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49,1 VALUES WHICH IS T B V Y O I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL 07 O M ORDINANCES. 33 ft -60.5 -59.0 -58.0 -57.2 -56.5 -5 . _ 33 ft "74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 7,NO CERTIFICATE OF THE HOST STRUCTURE. +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 1+49.91 8.EXCEPT AS EXPRESSLY P N,NO ADDITIONAL CERTIFICATIONS OR 36 ft -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 36 ft -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 AFFIRMATIONS ARE INTENDED. +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 +56.6 +55.1 +54.11+53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft 63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft 78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 a B EAVE HEIGHT +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 ROOF 65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -80.2 -77.1 -74.8 •7j1 •J:67 -70,5 -VA •68 j: -6j.j � � HEIGHT 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 50 ft +59.9 +58.3 +57.2 +56.4 +59.6 5910 •~5415 *5441 �i3.7 5 Q 55 ft -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 55 ft 81.6 -78.4 -76.1 674.3 -J 9 - W70 j, •Ij� -6�.8 IJ I +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 +60.9 +59.3 +58.2 +51.3 +556 500 455!3 4550 +54.e O O `a 67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 -82.8 -79.6 -77.3 -5.5 ---/,CO - 2.8 -71.7 -70. 6.9 60ft P1 FVATION +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES �-f ISO RI H o REMARKS DRWN CHKO DATE �� * m s o INIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA • I :D I N G M.D E ENGINEERING o d m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 •• • ^)O 1_>,I • • • • EXPRESS® ? o z z REV 2014 FBC DGM TSB 06/10/15 ••• •` • • • • lb( ) c1 r E - ASCE 7-10, CHAPTER 30 Z u z z 160 SW 12th AVENUE SUITE 106 m �� Oz z - DESIGN LOADS �pFOR �pCOMPONENTS&CLADDING DEERFIELD BEACH,AFL 33442 "'� z L G) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, i•T'•�PLAN• i1H E 7•• • • P:(954)354-0660 F:(954)354-0443 i z f N o AND SHALL NOT BE REPRODUCED W WHOLE OR PMT WITHOUT J CERT OF AUTH 89885 m 3 U Q O LE N WRITTEN S,OR OTHERENT OF ENGINEERING E IS DOCUMENRARE NO �� ••��; � • � E:HELLO@ENGINEERINGEXPRESS.COM �Z ADDITIONS,OR OTHER MIMIDNGS TO THIS DOCUMENTARE NOT = `J•o PERMITTED ANDMAUDATEOURCERTMCATION ••• • •• •• ••• �• •e ENGINEERINGEXPRESS.COM m Mullion Detail Opening#2 cr gas Soso.. 00 0 SSSS.. 066996 CI� IXy�C s GI;(joed SSSS . .0000 .00000 00 . SSSS. . . . . SSSS .. . SSSS.. . 0000.. . 0 . . 0000.. SSSS.. 0 :0090: Opening#14 3 " ..' ' SSSS 0 0 -.� 6 . x o o x � kP ,mrt nra 1N 'I _� Miami Shores Village P�r �t1Co� <y 10050 N.E.2nd Avenue NE t s trru�:lti ln""aorl Door Replacem Miami Shores,FL 33138-0000 , PprMft �4 e *� Phone: (305)795 2204 z Expiration: 5/311 016 lsst�tate p Project Address Parcel Number Applicant 1220 NE 96 Street 1132060143940 GARRET KEEFE Miami Shores, FL Block: Lot: Owner Information Address Phone Cell GARRET KEEFE 1220 NE 96 Street MIAMI SHORES FL 33138- 1220 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 19,498.00 Valuation: DEPENDABLE SHUTTER SERVICE (954)583-1411 ::. _.... ..._,..m. _ ._.... .. Total Sq Feet: 779 Type of Work:IMPACT 16 WINDOWS&2 DOORS. Available Inspections: No of Openings:18 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Ej Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 Invoice# WS-11-15-57813 DBPR Fee $4'20 12/03/2015 Check*2187 $279.40 $50.00 DCA Fee $4.20 Education Surcharge $4.00 11/18/2015 Check#:2171 $50.00 $0.00 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $329.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit i assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all ile foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin e, uthorize the above- d contractor to do the work stated. December 03, 2015 Authorized Signature:6wner / Applicant / Contractor / Agent Date Building Department Copy December 03,2015 1 Proper Search Application Miami-Dade County Page 1 of 1 PPRAIS ER OFFICE OF 3. 7 YHE Summary Report Generated On:11/18/2015 Property Information Folio: 11-3206-014-3940 " 1220 NE 96 STs R E Property Address: Miami Shores,FL 33138-2554 �f , r � Owner GARRET KEEFE " E � � 1220 NE 96 ST MailingAddress ' S MIAMI SHORES,FL 33138 USA Primary Zone 1400 SGL FAMILY-3001-3250 SQ s a. 0101 RESIDENTIAL-SINGLE a Primary Land Use k ' FAMILY:1 UNIT Beds I Baths/Half 312/0 Floors 1 " tet Living Units 1 Actual Area 3,419 Sq.Ft , !o y Living Area 2,723 Sq.Ft ,N Adjusted Area 2,886 Sq.Ft Taxable Value Information Lot Size 10,650 Sq.Ft 2015 2014 2013 Year Built 1961 ---- - - County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $295,152 $292,413 $304,497 Land Value $325,072 $202,683 $134,862 School Board Building Value $175,801 $171,428 $216,868 Exemption Value $25,000 $25,000 $25,000 XF Value $2,706 $2,737 $2,767 Taxable Value $320,152 $317,413 $329,497 _.__..._.. .___......_._._.__._.__�...__.. ...._.._........._..._.....__................_.._ City Market Value $503,579 $376,848 $354,497 Assessed Value $345,152 $342,413 $354,497 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $295,1521 $292,4131 $304,497 ........................................._....................--................ Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $295,152 $292,413 $304,497 Cap Reduction $158,427 Portability Assessment $34,435 Sales Information Reduction Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 07/16/2013 $376,000 28751-3665 Qual by exam of deed Second Homestead Exemption $25,000 $25,000 $25,000 02/01/2002 $390,000 20202-0858 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 06/01/1982 1 $190,000 11508-0405 Other disqualified School Board,City,Regional). 11/01/1980 $160,000 10937-1421 Sales which are qualified Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 16&E1/2 LOT 17 BLK 84 LOT SIZE IRREGULAR OR 20202-0858 02 2002 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp:ltwww.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 11/18/2015 MIAMI•DADE MIAMI—DADS COUNTY,FLORIDA f 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.aWeeonomv CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade, County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein ith ate Flortd'�Wilding Code,including th a oci ane Zone. .' DESCRIPTI : Series "Sentinel 120"Aluminum Horizontal Sliding Window UM.I. •••••' APPROVAL OCUMENT: Drawing No. W10-18, titled "Series Sentinel 12Qeaeo Alum. HQriz in •••• Wdw. (L.M.I./S. . . h 11 of 11 dated 0 at U0/15,..... prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bexr"f the Marivi-Dade•• •• County Product Control Revision stain. wit . -Notice of Acceptance number and eMlatiori date by the•••••• Miami-Dade County Product C:ider ection. •••••• ' MISSILE IMPACT RA rge and Small Missn a pact Resistant ...... LDUTATIONS: Glass Ii than 36-inch shall have two setting blocks and'a ' -devists per- FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo;zity, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to!the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA,'revises NOA No. 14-0915.07,and consists of.this page land evidence pages E-1 and E-2, as well'as approval document mentioried;above: The submitted documentation was reviewed by Manuel Perez,P.E. ' NOA No.154512.05 MIAMI•DADE COUNTY Expiration Date: September 22,2020 Approval Date: August'20,2015 f-'m !� ' Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E" dated 08/04/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,DurasealO and Super Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test.Report No. CTLA 3056 WA, dated 03/03/15,signed and sealed by Ramegh Qr ratel,•JCR 0 --0-:- 0 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading 'et FBC T4S.202-94 2) Large Missile Impact Test,per FBC,TAS 101: I 0 . ;0 0 0•; 3) Cyclic Wind Pressure Loading,per FBC, TA&203-94. :0086: along with marked up drawings and installation diagram of a seriea07400Gt proievt•:•• out window, to qualify DuPont "Butacite" PVB interlayer,'Dtddseal(lDokd.Supeeo:: Spacer insulating glass spacer,prepared by Certified Test*.t jilories, VqT Report e.o No. CTLA 3056 WB,dated 03/03/15, signed and sealed by R9mdsltC. Patel,P.E. ....:. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loadingper�nC TATI-94 : ...: 2) Large Missile Impact Test,per FBC,TAS 201-94 .' :': _ 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 00 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 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 FSC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT1,0080--0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) Manue Pe , .E. Product Control sxanhner NOA No.l 12.05 Expiration Date: September 22,2020 Approval Date: August 20,2015 . E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying wi FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, ed sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 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. 14-0423.15 issued to Eastman Chemical CompanX(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayeeg Vim PE7[`..... Core"dated 06/19/14, expiring on 12/11/18. '••' •' 3. Notice of Acceptance No. 14-0423.17 issued to Eastman ChmtW19Company(MA)••••'. for their"Saflex Clear and Color Glass Interlayers"dated 0$1914,expiring on •••• 05/21/16. •••••• . .... . ..... ...... .. . ..... F. STATEMENTS •••••• •••�•• •••••• 1. Statement letter of conformance, complying with FEC 51h Eflli�ib fir:(2014) and of no '• financial interest, dated 05/29/14,issued by Al-Farooq Corpo>atior:sign+easd•sealeae*•O: by Javad Ahmad,P.E. (Subrnitteri under previou&AVA No. 14-ONS.0;j 2. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA,:dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P.E. 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P. E., Section Supervisor. 1 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06104/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted underNOANo. 10-051012) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window— L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuelerez, Product Control-Ex in r NOA No.15-0 .05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-2 TYPICAL ELEVATION IfY tto' RANGE WIDTH SUCK WIDTH MAX. 10"MAX. 2MA)L 5MA)X1.1 MAX. f0'MAX. 26 5/8• m� A �g5 HEAD/SILL 61TG.STILES HEAD/SILL HEAD/BILI MEG.STILES HEAD/SILL m Z 8 S 5' 7 U 1 6 i I 1 1 I 0 G „ a° � 6 —_-- 'I 8 ❑ 6 N 7 II 6 u 6 N L d N. X. M° H i 6 Y m ' o r 0 4 a0 m v�J i II S n J I 11 a m 3O B o ii at o 5 5 II 7 I °vI A A FALSE MUNONS / [ FALSE HUMINS .n (SURFACE APPLIED} 32 7/8' 32 7/8" ADDL ANCHORS (SURFACE APPLIED) 32 7/8° 32 7/8' /AT L ANCHORS 9 rn OPTIONAL D.L OPG. D.L.OPG. OF LITES&HTO.STILES OppONAL CENTER OF LITES&MEG.STILES Q AT HEAD D.L.OPG. D.L.OPC. AT HEAD/591 VE36 3/8° SEE NOTE(�)0 EET 2 0 Ill VENT WIDTH SEE NOTE ON SHEET 2 p F a� FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME to X C N rt G• 3 BUCK WIDTH ZZ a st/z• _ MAX $o_M HE%SILL MTG.STILES V MAX. HEAD/SILL mTD U O A2 HTO.STILES iv �Ta a Pg SERIES SENTINEL 120 ��yft EVy�low ALUMINUM HORIZONTAL SLIDING WINDOW BuEEdlogCoda DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER APto�oN CHARTS SHOWN ON SHEET 3. E2 eProdlaaContfoo it tb n F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S o 122 12 8 n s ii s OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY €g !E — — —— ,� APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS °�o 9 A i IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL m m J I " WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS m N o d d o ----- --__ ___-= INSULATING LAM. GLASS 03 S D----- — II •• • �BESN WSIGNT�•ANO TESTED TO COMPLY WITH THE it II R I�OF T IE JLOWDA•SULDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HUjRICANi QONrL Dga iIiI � • ��(MH24. • • SMALL MISSILE IMPACTf0 D elm PROPERLY TO TRANSFER OWS 1. Roa m u n u '� •� li ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Ellg,JAWa AN— CML EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. FLA.PE 0 70592 FALSE MUNONS ANCHORI O OR L ppppWC 0 SHOWN IN THESE DETAILS ARE CAN. 538 A is (SURFACE n0 ) 32 7/8' 32 7/B' ••• • *NOT P/�2F ITiI APPRW •� D.L.OPG. D.L OPG. A LOACS DUOATEONIP INCREASE IS USED% DESIGN OF ANCHORS INTO WOOD ONLY. A 2D15 38 3/8' •• ••MATE%LS 4NCLU46 T N4 OJMITE!00 STEEL/METAL SCREWS,THAT drawing no. BU , VENT WIDTH ••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W10-1$ FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE sheet 1 ofllj ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSI? DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) (XD SIZES) IOU FLANGE DINS. BUCK DIMS. mm TYPES'A!&,Al, OLM TYPES'B`A?81, FLANGE DIMS. BUCK DINS. cUM TYP88'A'8W GLASS TYPES'B`&'BI' FLANGE DIMS. HUCK DINS. CLASS TYPES'A'h'AI' CIA TYPES b'&'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) pfT•(+) INT-(-) WIDTH HEIGHT WIDTH HEIGHT -(+) i1Ni(-) EXL(+) IM.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) MT.(-) EM.(+) O4f.(-) T. � 28-1/2' 23-1/2` 65.0 65.0 80.0 90.0 74` 73' 65.0 65.0 80.0 90.0 74" 0 01 73' 65.0 65.0 80.0 90.0 37` 26' 25" 01 85.0 85,0 80.0 90.0 108-1/4' 26` 105-1/4" 25' 85,0 65,0 60.0 90.0 108-1/4" 26' 105-1/4' 25• 65.0 65.0 80.0 90.0 53-1/8' 52-1/8` 65.0 65.0 80A 90.0 1 t t" 110' 65.0 65.0 80.0 90.0 11 T 110' 65.0 65.0 80.0 90.0 0' o 74' 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 85.0 80.0 90.0 28-1 2' -t/2' 65 80.0 90.0 706-1/4' 38-3/8' 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 Cie 1 38' 85.0 .0 90.0 111• 110` 65.0 85.0 80.0 80.0 111' 110` 65.0 65.0 60.0 90.0 fl V 36-3/8' 37-3/8' 53-1 90.0 73" 85.0 85.0 80.0 90A 74' SO-S/8" 73' 49-5/8' 65.0 85.0 80.0 90.0 V Q 73' 85.0 80.0 90.0 108-f/ -S/8` 1 -1/4" 48-5/6' 85. 85.0 80.0 90A 74" 63' 73" 82' 85.0 65.0 80.0 80.0 25-1/2` 5.0 80.0 90.0 110' 65.0 65.0 80.0 90M Q 37 50-5/8' 49-5/8' 73' 65.0 38' 65.0 65.0 .0 90A 74• h a 65.0 60.0 90.0 W 52-1/8" 85. 80.0 90.0 106-1/4' 83" 105-f/4' 62' 61.6 61.6 78.2 78.2 7$ 73" 65.0 65.0 .0 90.0 111' 1 110' 60.0 80.0 78.4 M76.426-1/2" 25-1/2' .O .0 80.0 90.0 106-1/4' 63" 105-1/4' EL80.0 36' 62' 65.0 65.0 80.0 90.0 111` 110' - - 80.D S 53-1 8" 52-1/8' 85.0 65.0 80.0 80.0 O 4 73' 602 60.2 74.3 74.3 w 83 73" 62' - - 80,0 90.0* n *ADOL ANCHORS REQUIRED AT CENTER OF LRES AND AUG.STILE ENDS. ^ m sUJ U g (1/2W) 0/?W) G (1/3W) (1/3w) �N o A O�M� OPERATING VENTS 0 E WINDOW WIDTHOPERATING VENTS TO BE 1 3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 0 xo OR Ox' 'xox' 'xox' 0220 o 1S'rfp• BUCK DSAS )4'TYP. DUCK MIS BUCK DIMS o � PRODUCPRHVISSD u FLANGE FRAME EQUAL LEG FRAME a 6�campIfttelthdwFlanda m F�NGE ADAPTOR FRAIAF Acceft - S I_ FLANGE DIMS FLANGE DOAS 8y o c affidd IF;1 111111 111 • •• mdSi( • 7,+§-0.0- • FLANGE & FLANGE ADAPTOR FRAME E2 9T - . •••• •• ••• EQUAL LEG FRAME Engr.JAVAO AHW1DCML MIG RAID FIA p6 70692 7"1H D MTG RAID; catELIMIT MAX. LOAD TO f65.0 PSF LIMB 4vIAX. LQgD • ••• a" E4 438 0 W9000 E4 • • • • • (:ASS CAPACITIES ON THIS SHEET ARE o •• • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. • •• • • •• •• ?fd9 FLORIDA BUILDING COMMISSION ••• • • • • dECLARATORY STATEMENT DC AOS-DEC-219 ahaet 2 of�� i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF r' (x0 OR Ox stzEs) (xOX SIZES) (XOX SIZES) IR�v of BUCK DIMS. MAN TYPES'A'&'Al' BMASS TYPES''k'Bl' BUCK DIMS. cussTYP83"VeAl' GLASS TYPES'B'&'Bl' BUCK DIMS. GL483 TYPES'A'k'Al' fl1A53 TYPES'B'&'Bl' `Y WIDTH HEIGHT E7tT.(+) IM'.(-) EXT.(+) INT-(-) WIDTH HEIGHT EKT.(+) WT:(-) EXL(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) E7CT,(+) WT.(-) ZO 25-1/2' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 65,0 65.0 80.0 80.0 �}PY 38' 25, 65.0 85.0 80A 80.0 105-1/4' 25' 85.0 85.0 60.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 1C a 52-1/8' 65.0 05.0 80.0 80.0 110' 65.0 85.0 80.0 80.0 6 110' 65.0 BS.O 80.0 80.0 s 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 65,0 65,0 80.0 80.0 0 Lil 25-1/2' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 36' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 37-3/8" 52-1/8" 65.0 65.0 80.0 80.0 73' 65.0 65.0 _80,0 80.0 73' 49-5/8' BSA 85.0 B0.0 80.0 73' 85.0 85.0 80.0 80.0 105-1/4' 49-5/8' BSA 1 65.0 80.0 80.0 73' 62' 85.0 1 654 80.0 80.0 & /9 25-1/2" 68.0 65.0 80.0 80.0 110' 85.0 88.0 80.0 80.0 LLQ 38' 68.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 °�p 49-5/8' as 52-1/8" 65.0 65.0 80.0 80.0 105-1/4' 62- I 61.6 1 61.8 80.0 80.0 73" 65.0 65.0 80.0 80.0 110' 60.0 I 25-1/2" 65.0 65.0 80.0 60.0 36' 62" 65,0 65.0 80.0 80.0 52-1/8" 65.0 65.0 80.0 80.0 0 73' 60.2 602 80.0 86.0 i N S (1/ (1/2W) t113W) (1/3W) (I 4W) (1/2W) (1/4W) O tiii j G ii Q W N p s s__ 3NM'� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH tq p 317'm)' 'XO OR OX' z z 1 'XOX' XOX' o_ 0 BUCK DIMS FIN FRAME • m Qi��z z z c•'P�w n • • • • • • • • • PRODUCTRBVISBD .• • •• • • • • • esconlPlYlaBaBhOroPlofida ��<m�o W ES '. •: : : : : : : •;Ba'"Bc°a° - 522.OS FIN FRAME Engr.JAVAD AHMAD Y CML STD. MTG. RAIL: H.D. MTG. RAIL: ••• • • ProdvaCacaFM PNE It 70692 s LIMIT MAX. LOAD TO f65.0 PSF LIM{:11dAX•LRD TOo.0 Y�r • WT E: • • • • • KASS CAPACITIES ON THIS SHEET ARE Ea E4 i• • ••• i• • i• WED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. 000 • • 0 • DA 13UILDING COMMISSION DECLARATORY STATEMENT OCA05 DEC-219 W10-18 sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1/8"ANN.GLASS 1/8'HEAT STREN'O GLASS .075'Interlayer 075'Interloyer �� M Safleaflax CP With PET Coro SaOex CP With PEr Core o By'Eastman Chemical Co: BY'Eastof man Chemical Co.' OR OR 090'Interloyer 090'Interi r z i Saflex Clear And Color Glass .090" Clear Interloyer Color Glass J R'Eastman Chemical Co.' By'Eastman Chemicol Co.'.090" g k! a OR 6 FFF 08 urar Interlayer 090'Interloyer a Kuraroy Sen ryGlas Kuraray SentWas rGSI RKurcray America, Inc.' OR'Kuroroy America, Inc.' tt 090'Interloyer 090'InterloyerO Cu. Kuraay Butacke PVB Kuraray Bulaavite PVB By'Kuroray America,Inc' By'Kuraroy Americo,Inc.' O 1/8'ANN.GLASS 1/8"HEAT STRl7N'D CLASS g ate,Q a; tm SILICONE SILICONE O GE 1200 � MGE G $ DOW CORNING 899 s�i DOW CORNING 899 cs Mf DOW CORNING 995 iv 3 MI DOW CORNING 995IF] r , I o C4 0 � Ems M7 AT 1 S ON LITES M7 AT 1/4 POINTS ON UTES N w WIDER THAN ��***fff WIDER THAN 38' it GLASS TYPE 'A' GLASS TYPE 'B' O Lu 5/16'NOMM LAM.GLASS 5/16'NOMINAL M.GLASS � IAi I/8 1/8'HEAT STREN'D GLASS N M id 075'InterlayerG75'Interlayer O 3 M Satlex CP With PET Core Soflex CP With PEr Core BR'Eastman Chemical Co.' By'Eastman Chemical Co. 3 oz OR 090'Interloyer 090'Interloyer Soflex Clear And Color Glass Sollex CI d Color Glass V o By lastman Chemical Co.' By'Eastman Chemical Co.' OR OR O 1/4'AIR SPACE 090'Interloyer 1/4'AIR SPACE 09o"Interlayer�� Kuroray SentryGaas Kuroroy Sonvy4as 1/8'ANN.GLASS By'Kururay America, Inc.' By *Xuramy America,Inc.' OR 090'Interlayer 1/8"HEAT STREN'D GLASS 090"Interkyer Kum Butactte PVB +_ By'Kuraray Americo.Inc.' By'Kuyroray Americo,Inc.' o q 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS PRODUCTREVIND 12 6 es comFb'inB%vith 620S loTida n SILICONE AQP N 5112.0✓ 2$$ z GE 1200 u) GE 1�2N00 /�^ 20 �j DOW CORNING 899 y,� DOW CORNING B99 'ry s M1 , DOW GOWNING 995 FG3 M1 DOW CORNING 995 M o a n m 1 f C m O �I XL EDGE SPACER • •XL•ED&SPACER STT.STEEL BY'CARDINAL' • • 4 r • • • BY'CARDINAL' m a m o o w 0 DURASEAL BY'Ol1ANIX' 1G • • • pdjp�pL&'OUANEX' OR ••O • • OFF •• o Eg SUPFR SPACER BY'OUANEX' Eg SUPER SPACER BY'WANE%' � WAD AHMADCNX M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES �A,N,PE"3g3gM tl • ••• ••• ••• ••• it }} GLASS TYPE 'Al' • • i � i gl� • • ,y 0.70'OVERALL NSUL LAM.GLASS •• 0.70"filERR"INSUL•AM.GLASS • • (S.DI.I.) • •• • • •• • • • •• 201 drawing no. ' • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING W10-18 EXTERIOR PLY OF GLASS TYPE'Al'&'Bt'MUST BE TEMPERED. sheet _4 -f 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL moron �ORPA• ley FSPACING � FLANGE & FLANGE ADAPTOR FRAME 4.,u W000 BUCK '\•. I . .-- TYPICAL ANCHORS x IQ o • `d; SEE ELEV. � •n d" °. a -e EDGE,MST.- � FOR SPACING � � 3 m r=-- 1/4•MAX. aucK WIDTHFILANIGE & FLANGE ADAPTOR FRAME SHIMS ORS VENT WIDTH SHIMS TYPICAL�A O O F VENT FLANGE ADAPTOR FRAME 1 CING 1/2"WP. y g .o 1 1/a• _ p�a�i o- �..-SCREENS OPTIONAL .---. ..--_ 71k._ 2R W000 K O MIX. .._.. FLJ .0 .._.._.._.._.._..-.._.. WOOD ST u= WO1Bt. y,Gzlvfg_ OD BUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS Q l� D.L OPG. SEE ELEV. O FOR SPACING MIAMI-RADE COUNTY 0-1 APPROVED MUWON &MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIOTH ® m O ALTERNATE � O E3 � SWEEP LOCK 0, OPTI8 FIE E23 1 G LOCK om SPRINONAL TO 1 11 2- -H- 1 s9 10 M II I I O;gym z 1Ji 1 L E2 O TYPICAL ANCHORS E4 SEE El" FOR SPACING PROD=BBVISHD v 1/4'MAX. -cmno*s wilh the Wm{da B9Bdl9g rm N �J BUCK WIDTH 1/4"MAX. AxepmuroNdl ��5� _ SHIM 1 VENT WIDTH SHIMS uD Dato NBA 1 O 1 O © edo Prodnq Co �U 1 1 BY TYPICAL ANCHORS ? SEE El". TYPICAL ANCHORS H z FOR SPACING 1 SEE ELEV. 23 FOR SPACING ' v.o ___- - __-_ •H • INTALLATION DETAILS SHOWN ON PAGES 5 °' a S$$ - 1 • • �� °• • AND 6 APPLY TO BOTH FLANGE FRAME AND a m o o W METAL • •1i • FLANGE ADAPTOR FRAMES. o STRUCTURE 0 - - -SCREENS OPTIONAL Engr.JlWAD AH! D •e 1 __ RA. 70592 55�� •• ••• E6 ••,, • • tl IB • F,•J["1'• IOL • :�.:: .'• WOOD•BU. $ XO LAYOUT pG, •• • 1 .• .� pi• :• AUG (]1h drawing wt0—is sheet B of�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS METAL ' WOOD BUCK FOR SPACING STRUCTURE EQUAL LEG FRAME y.,,V w . •.•y,._ I .. TYPICAL ANCHORS � c .;d°.• 'a a:.. \ -:.. ,. SEE ELEV. r_ ______l d ° a• '°b'v" EDGE GIST:' FOR SPACING o 0 1 ------------------ •a, d.a _e, ° ° d, L I 11 MIAMI-DARE COUNTY APPROVED 'a a ..a•.. N 11 SEE SEPARATE NOAMULLION& N ANCHORS I 1 O qqqq ted' d' EDG DIST. \ 1 I }y EDGE I DIST. Al 2 x 0 U LL L I O TYPICAL ANCHORS TYPICAL ANCHORS O 4 Q G SEE ELEV.FOR SPACING FOR FOR EE ELEV. �1 C EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 4 z INTO WOOD, CONCRETE OR METAL STRUCTURES b ��r1oRs WITHOUT THE NEED OF A WOOD BUCK. FOR SPACING 2 3/� a 1�4v— BUCK,W161H m SHIMS 1 I 0 La ON � fq rq WHEN USED THE MIN.WOOD BUCK D 3 p Z j c DEPTH SHALL BE 2%.THE USE OF c Z DEEPER OR BEVELED WDODBUCKS 6 DROVED COUNT 5 0— 4 i 3 E6 PERMITTED. &MULLION ANCHORS U SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH i rr-==Tn t lit1 * 1 � - - - u M9 II I 1 M3 1 -- �•��m 16 • ••• • • • �ODUq�evt9� _� o o g a g a a • • • • • • d Coda •0 0�' $ • • • • C a m U 0 W B 1 •• 0 N OS TYPICAL ANCHORS • •! Imd Wo ,�� SEE ELEV.FOR SPACING • • • EnBr.JA AD AWdAD •1 e •. a FLA PE 70582 ..R-•. .N. ° q °. CA �. EDGE DIST.< r'• ;o \ q 'ti •'•e• • • 0 Ib •7YPIC'L ANWORS • drawin no. v. TYPICAL ANCHORS' ,•p ., $:. • • • SEE ELEV• • •• 9 1BY SEE ELEV. -•°•• t { •FOR SPACING • �7 20bW10�18 WOOD BUCK FOR SPACING .^ - sheet 7 of�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CAL EXT.ILLUSTRATIVE DRS.ONLY SERE ELLe ANCHORS FIN FRAME y.V NOT.NOT BY CGt FlNISHES FOR SPACING o 5 z B5 E71 HOUSE WRAP 4u NOT BY CCI TYPICAL ANCHORS: SEE ELEV.FOR SPACING #8 SMS (GRADE 2 CRS) L ' AZ t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0'p eACKBED 1-1/2" MIN. PENETRATION INTO WOOD CAUUCINO p O 0E 04l m t 2132 I , o N •'I ` b � � I W N 0 ' gggq" O 4 NOT � STRUCTURE 1/4'MAX. BUCK WIDTH 1/4'MAX. o GAP GAP qj 1/2'MIN. MIN. (A m a O3"' 3o—R Q '20 CAULKING 1 _ E7 ��.•-.-SCREENS GPT. ._.._.._.. =_-=- -_ -_=_ �� i3 M9 m�$ 2 i HOUSE WRAP E6 t NOT BY Cp a o-cmm Ett � •• •.• . • • • • •• EXTERIOR • •• • • • • ••• • @ e<m B2 cEn,uoec • • • • • • • • • o Eagr JAYMAD AKa cra HOUSE WRAP FAL PE 7eSg2 NOT BY CGI • ••• • apowu v�p• • CA& /z• • . . • • eawmNtia4 Y1�� AUG ft 000 A*MplmW ma 2015 06 • •• • • ol � droWing no. TYPICAL ANCHORS •.• • • BY FOR SPACING Idi a Mnif Sheet 8 of 11 • • • • • • • • • • • •• •• • • • •• •• ITEM PART$ QUANTITY DESCRIPTION MATERIn kmr./BUPPLIER/REMABKS E1 CGI-100 - FRAME JAMB®FIXED GLASS � 6083-TB Cal EXTRUDER VV E2 CGI-113 - FRAME SILL 6083-TB CGI EXTRUDER c E3 CG-102 - FRAME HEAD 6063-T6 CG EXTRUDER Z j E4 CGI-103 - MEETING RAIL 6083-18 QGI EXTRUDER Q E5 CGL-104 - LOCK RAIL 6083-TB CGI EXTRUDER I E6 CGI_105 - HANDLE RAIL 6063-TB CGI EXTRUDER y E E7 CGI-106 - SASH RAIL 8063-T8 CGI EXTRUDER 0 E8 CGI-107 - 5/16'GLAZING BEM 6063-T5 Cal EXTRUDER d E9 CGI-108 - 0.700'GLAZING BEAD 6063-75 CG EXTRUDER ARQ"i G E10 CGI-109 - FRONT FLANGE ADAPTOR 6083-76 OGI EXTRUDER Y Ell CGI-110 - NAIL FIN ADAPTOR 6063-To CGI EXTRUDER VVV E12 CGI-135 - TF FRAME JAMB®FIXED GLASS 6063-T6 Cal EXTRUDER Q E13 CGI-136 - TF FRAME HEAD 6063-76 Cal EXTRUDER C q7 $ E14 CGI-139 - TF FRAME JAMB 8083-TB CGI EXTRUDER E15 C13I-140 - 1"MUNT94 6063-T5 CGI EXTRUDER g E16 CGI-141 - 2.5"MULLION 6083-T6 CGI EXTRUDER E77 CGI-605 - SCREEN FRAME 6063-75 CGL EXTRUDER a Til is$ E18 CGI-1 14 - SILL SNAP IN 6063-T6 CGL EXTRUDER O E19 CGI-115 - SILL FILLER 8083-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6083-TB CGI EXTRUDER n E21 CGI-117 - HD LOCK RAIL 8083-TB CG EXTRUDER 'D E22 CGI-138 - TF FRAME SILL 6063-TB CGL EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-178 CCI EXTRUDER p) M1 CGI-382V - GLAZING BULB VINYL(OUROMETER 75-80 SHORE A) PVC _ O W M2 CGI-111 - SCREW DOM(OPTIONAL) PVC _ M3 COI-112 3'® ANCHORS EQUAL LEG COVER/SHIM Pvc - M4 - 0.700'X 0.040'BEAD GE1200 SILICONE SILICONE GE U) F, m M5 - 0.700'X 0.040'BEM DOW 995 SILICONE DOW MB - 0.700'X 0.040"BEAD DOW 899 SIUCONE DOW S 3 M M7 - 2/LITE SETTING BLOCK EPDM DUROMETFR 80±5 SHORE A Z Z N N8 - PROTECTO WRAP WATERPROOFING OR EQUN. MSI 684 - ROLLER TRACK PVC - MID 00I-128 2 PER SASH ROLLER HOUSING NYLON - - V M11 W2320ING - PILE WITH CENTER FIN WOOL UITRAFAB OR EQUIV.. O M12 CG-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M `a M14K= 1 1 PER SASH ANRLIFT BLOCK NYLON M&M �dy M15OPTIONAL RETICULATED FOAM 30 PPI M18 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. c u M17 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. MIS 2PER WD.2' SASH STOP PVC PROTOTYPE PRODUCT REVISED n M19 ®FR.HEAD SCREW COVER PVC PROTOTYPE BuRdlagN C,oBda hlhn Pluti� M20 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M AcwPin_N M22 - VARIES HI-FIA WEEP COVERS PVC AMESBURY OR EQUIV El BY c m'a 52 - 2 OR 3 PER CORNER i 10 X 1 1/4"QG.PHL PHPSMIL !F/Sy.A',�EMeI.Y 1SCRLN • - - m 01 m i( S3 - 1 1/4'EMBED. f8X11/2'ED.PHIL Pd, 0 • - _ 10-munw S4 - 4 PER WD, $8 X 1/2-PH.SM&ST/ST•8ALoNC®BRMCKE5 SOWN@ • _ o S5 2 PER WD. $8 X 1"LG.Alam 19FAT.s-pW EL KneTy S6 - - 10 6 X 1/2'LG.FH.SMS.0 CGI-133 &CAM LOCK - - Egr.'fAVAOAHMADCIVIL ,� 1 SB - 4®N.RAIL ¢10 X 4'L6.PFO_.PFL SMS. ST/SL ASSEMBLY NEE7ING fYJL - - FLA PE d 70592 DAN 3538 S9 - 2 PER ANTwFT 10 X 5/8.61.G.PrL.RH.SMS. rr/ST.OMN[Fr sCRBN•• 000 - - • • • • • • • e 0 3 � • •• • • •• 0 •• •• 47 2015 drawing no. ••• • • • • • [W10-18 sheet 9 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I---z.aao 2.440-I 2.113 .065 .490 1.015 2.101 1.301 I .705 .050 TYP. .7� .OSO IYP. 3 2.846 065 1.601 1.301 1.550 1.880 Z J O6S .864 rn'• 2346 TYP. 1.22 1.007 .884 a IL 085 os0 O 5/16"GLAZING BEAD O .700' GLAZING BEAD v t.tsslyes t.15sYP. o 1 L112681 1.015015 .745 E11 NAIL FlN ADAPTER 1.395 1.449 ` r E13 FLANGE FRAME HEAD EtQ FLUSH FRAME HEAD Ea MEETING RAIL I 180 (((ISQt 1.498 I .293 1.015 1.015 1.788 .050 .065 .080 I 1.41 J 0 13 a K 1.140 1.140 Typ 0 g 2.264 i25s O FLUSH FRAME COVER M2 SCREW COVER 1'01.5 fI Q' Jf U---.oao O 085 3.930 .065 ' 4.430 TYp. 3.883 2.885 3.185 • 2.885 tA43 O L LOCK RAIL Eis SILL FILLER N 1.788 O 1.450 .180 O(� 2.440 2.440 .E .050 �14N 7-r o 2310 ON ' 622 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.015 065 e� jyp. ja 1.220 2.737 2.737 O Z z F r- . FLANGE ADAPTOR 1.043- p " 065 086 U O E21 ALT. LOCK RAIL 2505 2.813 2.505 2.613 1.892 tg f133 hghe 065 Ad t4 TYP. 1.000 .991 .500 .991 2.195 G� 3.237 2.737 1.015 g� m z' Ela FLANGE FRAME JAMB (MOVING) FZO FLUSH FRAME JAMB (MOVING) .811 .811 1.043 �me=eom • ••• • • • •• o a a 3 • • ••• : E6 • HRNDLE RAIL • • • • • • ••• • • • • • • • • *1.3195 2.505 .065 IYP. 2.503 •• •• •.085 TVP. taiga JAV�AMW FLA.PE/70592• • • PRODUCEREVIS® OAta.-36381.000 • • • seomplgt°gwI5° • nC)_ 7.745 ••0 1�ae ••• • • t>M° ! •Q droving o no. © E1 ! W10-18 Dq FLANGE FRAME JAMB (FIXED) FLUSH FRAME JAMB (F1XE0) O SASH RAIL t °�4CICO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 01 h o a �ac �3 N FRAME TOP CORNER VENT TOP/BOTTOM CORNERS S2 0 N �o � � o PRODUCTREVISBD m$$ a $"OZ ap . dwFlortdm �-�-- •• ••• • • • • •• �a• • 11 � $• • • P UConoa mumu • •• • • • ••• • FRAME BOTTOM CORNER Nr• AVAD WO FIA PE 70 82 edl •• • ••• ••• ••• CAN.so •• • • •• ••• •• drawing no. •• FIXED MTG. RAI CORNER • sheat 71 of�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MIAMI•DADE MIAMI DADE COUNTY 4 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 approve d as been designed to c with the Florida Building Code,includin-' gh Veloci urricane Zone. DESCRIP ON: Series Clipped,Extruded Aluminum Tube Mullion--L.M.I APPROVAL D evations and Details", iheeti 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 Cptp8f9t1on, • signed, sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Coi of 23ectiou Revision .• stamp with the Notice of Acceptance n and Ex t b the Miame►Cour ty•$roduct ....:. ' iaD�d Control Section. 000000 .... :00.:. • • MISSILE IMPACT TING:Large and Small Missile Impact Resistant 0000• ;••••• ••• LABELING: Each unit all bear a permanent label with the manufacturer's Q 4m logo, %Ay,. tate, ..:..' model/series, and following stat em a Coun Prod Appf&ed6, unless�at�ierwise %•••0•. ...... . . noted herein: : RENEWAL of this NOA shall be considered after a renewal application has been filed and thele Im-been �•• no change in the applicable building code negatively affecting the performance of thi* o&ct. .. 0.0 :0000: TERNIINATION of this NOA will occur after the expiration date or if-there has been a revision•Qr change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy,of this entire NOA shall be provided to the user,by the„;manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1220.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0420.08 MIAMI•DADE COUNiT1' (. Approval on Date: March 28,2018 Date:August 13.2015Pagel CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No.M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2, 3, 4,4.1 and 5 of 5, dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 • along with marked-up drawings and installation diagram of ay. alu+rm;•fixed••.••• window,prepared by Hurricane Test Laboratory,Inc. Test Repo6R& .' HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timtthp'S.MaA rail;�.E. •••• • (Submitted under NOA No. 95-0929.39) 999964 ' ...... 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading*gq.5FBC,f A i&-94 ••••• along with marked-up drawings and installation diagram of fxed.windoiws jnulled,.:..• using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Htirritane Engirrearing 8s...:. Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96;§ig'n'ed and sealed by •. . . . Hector M. Medina,P.E. :•••.•• :0060: (Submitted under NOA No. 95-0929.39) ' ' """ C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 04/13/15 and 07/25/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 i '69;2,W;R Manuel P ,P.E. Product ControlV- 420.08 finer NOA No. Expiration Date: March 28,2018 j Approval Date:August 13.2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), and of no financial interest, dated April 13,-2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J.Abraham,P.E. (Submitter)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 NDA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering&Testing, Inc., dated 02/12/96, signed and sealed by.IectoriM .4Aedin%..... P.E. .. (Submitted under OA No. 95-0929.39) •••••• •••••• j ...... G. OTHERS 000000 :001,00 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Xpors for jhgir ,,;,,• Series"Clipped"Aluminum Tube Mullion–L.M.I., approved-cm 4 128111-r'd,' ...... expiring on 03/28/18. """ •• . . . . ...... . . ...... .. . V: i i i �Iza Manue er .E. Product Control Etanjfhir NOA No.15-0420.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 p-IA00��125 •HO'OLE* .125 �� W 12s moo Z o 2 000 3• 4.000 FFJ `-GLAZING PRODUCT fG O 2.000 M/,y 3• ' Ix=.332 IN\4 J I Sx a .332 01\3 MiyL e V n CLIP ANGLE �7 1 X2 MULLION 6083-76 4 a ga�'gg 8083-18 p-2.000 i� 0`�c~0 h• -.125 "0 L000C 2.000 3000 .000 Z 9995 � � W eeelllO 2.000 .125 N 3.000 .T2s aoo0 w• niaExsiDx MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS MUIuoN w —IN HORIZONTAL OR VERTICA 2' 1.888 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACINGLl L__j p 3' 2.688 p FL 4' 3.688 Ll L___jg• 6,868 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. g AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Z Ix-.9502 04\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. F r c Sx o .6335 IN\3 Tx=2.9702 m\4 Q Sx a 1.•1881 W\3 M 1X3 MULLION T1s RECTANGULAR ALUMINUM TUBE MULLIONS 6063-T6 2X4 MUWoN USING MULLION PROPERTIES ONLY Z o� 6063-T6 N TES. 125 L875 � 1� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HM). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD, WATER q,ppp INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS 13Y OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER I.000� LOADS TO THE STRUCTURE. a S12S MUWON CLIP FOR 1BY TOBES ANCHORS SHALL BE As Usrm,SPACED AS SHOWN ON DETAILS.EMBEDMENT MR O R 1? CGI-383 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(SNCCO,TILE ETC.). 6063-TB ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS 125 6.000 ARE NOT PART OF THIS APPROVAL L700 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IRTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT w 4.000 12S RCOEQUIREMEOMS�OFAT�HE WITH �IOMRAR MATERIALS SHALL MEET THE o - ry • ••• • • 1NSTRUS S 2.000 • • • • • • • • W CHARTS AND GRAPHS AS FOLLOWS. c v w n o • •• • • • • • • • • •STEP• FOR PARTI DESIGN LOAD REQUIRED PER ASCE 7 • • • • • •""M"�' FOR I•e1RTICULAR OPENING. •• • •• GLAZING PRODUCTS MEETING Errer JAVAD MWM PRODUCrREVISED IREMa sTEP 2 Lu ABOVE LOAD RDOU DADE COUNTY APENTS. CIV6 '0m CIVIL T 3 0492 Bail FLk thug Code STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT . o 4.000 APPROVAL � Ix 2.0374 IN\4 • ••• • • • •0WNO& KS ON SHEET 2 SELECT MULLION SIZE WITH Sx= 1.0187 IN\3 Ix=82757 IN\4 • • • • • STEP 4•DESMN4RATING MORE THAN DESIGN LOAD SPECIFIED B➢ Sx=27586 w\3 • . • • • SIN Sm•1 ABOVE. JU 2015 n�lam"ft� drawtn9 no. MUl IO LIP jQR 213Y• HES • TEP 5• jNGt10R TYPIB ON SHEETS a 8 5,AND ANCHOR GRAPHS M95-13A 1X4 MUWON 2X6 MULLION S 3,SELECT ANCHOR TYPE WITH DESIGN RATING r 6083-To 6063-TS ••• SO633 6 • •MORE THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. sheet I of rj ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART u 1'x2-xl/e'ALUM. TUBE 1.3x1/8 ALUM. TUBE Lx4x1/8 ALUM. TUBE pfil NO STEEL CI1X2 NO STEEL CGTIX31 O STEEL CGI1X4 �M VERTICAL wxUONGLAZING GLAZING f4 g O 5 I I I PRODUCT PRODUCT >Z B- e O 38-/8- MUL Sf 4N a a W1 W2 ARCHES TO BE NSGWED ® Q �� om INSIDE RECTANGULAR SHAPE 00 4 J Jm 3 HOIBZOMAL t1UWON 14IRE VI$5 eF GLAZING �� 6 3I O q 74- /4'MUL S PRODUCT -gyp„ m N B- es- iv a m 4 4 GLAZING MAZNO PRODUCT PRODUCT D � 4 e� 1!0- (e) Olat fd.. WUWON SPAN 20 26 30 36 40 45 50 55 60 65 70 75 80 116 20 30 36 40 46 60 Tib 60 66 70 75 80 86 20 25 30 35 40 45 60 65 60 66 70 76 80 86 O 'uN TRIBUTARY WIDTH-INC�S TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH-INCHES >F r u{ ..�'N MM7 NW m MULLION LOAD CHART MULLION LOAD CHART TYPICAL MULION ARRANGEMENTS La INg� � 2x4.1/8 AL . TUBE 0 2.6x1/e ALUM. TUBE Z Z li NO STEEL COIRX4 NO STEEL CGmG 66 74- 4' WIDTH (W) a Wt +W2 3 _ 2 g �o 66 "k 84HU L SpAt4\, q Z Z �� , NOTEc �•�� 7a t/4 0 • • • • •• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED g • •• • • • VERTICALLY OR HORIZONTALLY. o a a (INTERPOLATION BETWEEN WIDTHS ALLOWED) F qn JAVAD AHMAD PRODUCT REVISED a o w gq FIA. EARL 70592 as complying With Uro Flmida 1 4 A amec.N°120" ,15.0420.0A8n 108- • •• • • 1'�• • •:• /-� Fac'ration Dato e�18 96"M • • • f Ey •• 1414 t3z •• i• 2 01.015 Dadopmduct drawing no. 20 26 30 S5 40 45 60 S5 60 G5 75 7s BB 86 20 26 30 36 4B 46 50 65 60 65 70 76 80 85• MULLIONS M95-13A TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH-INCHES Sheat Q OT rj ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ike a an \1\\��■■■■■■■■ 11►\ \\IL■■ONE■■■ „ \\1\\\\\ I ►\\\■\sluMEN■■ WNVR\\:\\■span son ■►\\\l\la s■ men loss ■\\\\ls�l.►`1■■ :_. ��■��■■ ■ o■\\\■■\\■■N P13611 loss on I me on \■ ; \■ sells ■■so as ■0■� . ■■l■■� �■■■I \lir►\\�l%!�■l : ■ll`■� a►\■_ . - - . , _ o 1 -11. � ��, - _�\ - 1��\■�\■■■ll .. lull■►�\�\�► in 0 kin I me one 0 son as BOLE I on a on so Emil on on I MEN A so a on IN 1180 on . IN I I BE 1111■■ a Sol ONE 0.'��'\0\s\lam_ �`��, �\s��l, ■\\\\��. � s ' ":a3 •' 1 1 • 1 1 �1"1� 3 , • 1 y ' y 1 • 1 1' 1 • •4/4"0 ULTRACON °•.1/ANGLE d 1/4'9 ULTRACON N@TCH•WOOD BUCK 1� 2 ALUM ANGLE ,:� 2 AXLU2MXA1/8- °¢?/�� -TO tLPtANGLLEE TO HASGNRY O CFS, � a NGLE 14 S.M.S. t4 S.M.S. --'�� 2 W.UNXAN1C/L8E Zcl 2/' 4• 2/ANGLE g 14 S.M.S. 0 ----C•=-- __ - - -_ '° 3/ANGLE ----"�--- -- ° " $ ---- °e..9/4'0 ULTRAODN A ____C___ Q n 1-3/9'MM.EMBED •i ' '2/ANGLE WR 8 ----____ __ :• C MULLION MULLION �aa�1yy MU WON •4a° T `�� °CONCRETE OR 19Y OR 2BY NASONRY BLOCKS O BUOK WO OR 28Y MULLION WGDO MULLIONW006 BUCK • MUN • AN 2X2X 1/8• u� ALUM ANGLE 2-51V LONG ALUM ANGLE 2 X 2% 1 9' / 2-5/8'LONG MULLION ALUM 11GLE /8' •° 4 3-5/8'LONGq4 0 „1 D Z C3 Lo 1 0 j � , •' 1 •.. � N17 ° I ' I 1A1A% 1.500 8a• TO 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS Max c v_ CUP ANGLE ATTACHMENTS NOT APPUCABLE FOR 1"X2"TUBE MULL D R MtnuoN 1 3 SCREWS PER SIDE REQUIRED FOR tl i xzx 4" k B"TUBE MULLIONS g z1/9' MULLIONSALUM ANGLE I 1 ' ' P 14 S.MS. $ B jr -----------i j 2/ANGLE •• ••• • • • • • •• `,�T 1 2000. 1 ' + • • • • • • • • S o tlotlW 1 1 MPI. I 1 • • •• • • • • • l c 4 tl 1 I NOTCH ANGLES TO • •• • • • • &00 MISS MARBLE SILL. • O OR TRIM m 1 Ertg° � PRODUCT REVISED � FIA.PE i 70592 m mm[Ayin wiW tho Florida t Q n 170 Adidios CDN•tS 04'ZQ.Qg a . k '.PR. PRECAST C . ;c. �'8 I ° •• •• • ••• •• • •• •• V� 2 a Z� By IhOduct drawing no. ^. 'a:• ;/4 ULTRACON ••• . • . • • M95-ANGLE13A • � sheet 4 of 5 ••• • • • • ••• • • • •• •• • • • •• •• k4. �%,U 4'0ULTRACONMUWON CLDANGLE A '0 ULTRACON N,BTCH'WDOD BUCK Z .TOMUWON Ci1P 2/ANGLE< MUWON CLIP0 t.._--' '------ z .1/4'0 ULWCON, ri ' — N.EMBED MULLION MUWON MULLION CLE MULLION CQSOM ORBYNASONRY BLOCKS K 1Bf OR 2BY MUWON MULLION WWW BUCK u� P ° ;• .° 0 •'.'. ". MULLION v� ° d v ----T,----- °" 0 1 1 1 1 • s . o 1 1 po vgn ___—L1_____ •4 1 1 ° ° H� � �O—Li I O 1 1 MULUON— I 1 1 c_1 • ------------- ----- NOTCH CUM MARBLE SILL •• •i •SIC'Sh�d 1 109 AF P&MLE MULUON CUP TO v OR TRIM • • AB*ON 2W IUS*MULUONS _ •• ••• AAC FORm FABRICA►IOR OPTIONS OF MULUON CUPS En n JAVAD NtMAD •1 9• Cla w wmplyT'RBVL48D Q ••p , G< . nk PE S 70502 as wmplymg with Iho Yb11da 1 _ N. 538 BuRdmg Colo 1 ° • ••• AaepteoceNo�5-042D.OQ s "''•' ••• ••• irA nc Dam ffi %t7 RECAST WNC.° 4. ¢ I < •• • • • • • • • Miam' adoado Pcodoq� dCowing no. .e.. ° 1/4•DIA N.EMBED • •• • • •• •• •• [M95-13A 1—a/8'Mw•EMBED ••• • • • • • ,/ANGLE JU 2 @ 2015 sheat4,Tof 5 ••• • • • • ••• • • • •• •• • • • •• •• ••• • 6 • ••• • • z 2 o � s � 6 (s 2L'F a ACCESS HOLE X14 X 1/2'S.M.S. TUBE MULLION Q 09 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. SEE CHART FOR oUANTBIES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMof AND TRANSFER THEM TO THE BUILDING STRUCTURE O m ANCHOR NO. ----------- ------------- TYpSPACING M29 A D TYPE ' '-„IX DIA. ULTRACON BY 'ELCO' (Fw177 FY-155 KSI) TYPE C 4 a INTO 28Y WOOD BUCKS OR WOODS RES r__ _1 1-1/2" MIN. P OD O RU�tBY—B 0 CONCRETE THIS SCREW CAN BE ' 1 1-1/4" MIN. EMB CONCRETE WALLED IN ETKER f14 X g4 FN SMS DIRECTIONRmt+ PER P AT 1X2&1X3 MULLION 1/4" DIA LTRACON BY 'ELCO' {F KSL Fy=155 Km I 2 PER CUP AT LARGER MULLIONS a �, DIR ItV-ESB INTb CO— NCREf� I MULLION Z�z TY a `BH'- 1 4" DIA. TRA.nn1 av 'ci rn' 1/8'THICK ALUM CHANNEL j 1BY OR 28Y TUBES ¢ O0p ,t / (Fu=177 Fym155 KSI) LENGTH TO Frr SNUG-// to IMO MULLION I j Vl G LL 1-1/4"MIN. EMBED INTO MASONRY I I o THRU 1 INTO MASONRY G ANCHORS DETAIL #1 GGZ7J z�1 F'—.1/4" DIA ULTRACON BY 'ELCO' (Fo=177 L Fj-155 KSI) METAL.TO METAL CONNEDnON 0 y 0 TyprB - 1-3/4" MIN. EMBED INTO MASONRY �X THRU 16Y BUCKS INTO MASONRY O 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. �>u INTO WOOD STRUCTURE = 1" MIN. p a INTO METAL STRUCTURE = 1/2" MIN. 0 WOOD AT HEAD, SILL OR JAMBS SG= 0.55 MIN. CONCRETE AT HEAD, SRL OR JAMBS Pc =3000 PSI MiN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MR •• ••• • • • • • •• '° • •• • • • • ••• • so goo 00 a so Engn JAADAHMAD PRODUCT REVISED •� g . m complying with dw Florins Sv �3S Ilk PE 1 705e2 E aamg NIS 0420.053 P g $ • ••• • ••• ••• ••• r�-/jl-_ Acapleno • • • • • • • • 1BuOyl NnDMO ?D18 • ' ' i • • • MI Dada L'radea drOwing no. • • • • •• •• •• ' ' • M95-13A JUL A 201; sheet $of 5 ••• • • • • ••• • • • •• •• 010 • •• •• Ir MIAMI-BE 1.-IIAMI-DADE COUNTY PRODUCT CONTROL SECTION mm 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miaini,Florida 33175-2474 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA Iwwv miamidade.gov/economy 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 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,a een designed to comply with the FIori(a Code, including the Hi oci , u 'cane Z no. DESCRIPT ON: Series"Sentinel 150"Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL D : Drawing No.W 10-31 Rev K,titled Series"150 Sentinel Aluminum Slicroag 4;las •••• • Door',sheets 1 through 16 of 16(inclusive s nee s . , . , . , • , • , • , ;Farooq •• Corporation,dated 05/20/10 and last revised on FEB 25,2015, signed and sealed by 3avad AA=d,P.E*.VA fh9 the,.••;• Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number nrld Revision date by •• the Miami—Dade County Product Cqp"VSeetion., .... . ..... MISSILE IMPACT RAT :Large and Sma Missile Impact Resistant • • ..... .. . ..... Limitations: •• •• •• •'•"' 1. Pocket wall is not part of this a reviewed by AHJ. ..... 2. See Design Pressure(DP)table: Sizes Vs glass types, Interlock reinforcing&sill riser$nd flc.max 00owable ...... panels with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet S.Lower capscrty shall • controls for the entire assembly. " ' ' ••• 3. Max shim not to exceed 1/2"at Head/jambs&%z"at Sill(w/High strength poured&hardened grout).Mie 3ii1 to be installed w/anchor type B-2, directly into cone. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#13-1121.06 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-0627.15 MIAMrDADECOUNTY xpiration Date: Septentber 22,2020 TA ! Approval Date: March 05,2015 �(, Page I CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.WIO-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al— Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015,signed and sealed and 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)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& QXXX,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 this test reports have been revised by an addendum letter dated SEP 24,2014,issued by Certified Testing lab.) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 :...:. 2)Uniform Static Air Pressure Test, Loading per FBC TAs 202094 ••• • 3)Water Resistance Test,per FBC,TAS 202-94 0 0 0 0.. ;0.0.0 ...... 4)Large Missile Impact Test per FBC,TAS 201-94••• •• • 0000.. 5) Cyclic Wind Pressure Loading per FBC,TAS 2019*•. • 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94" "• 0000. .. . 0000. along with marked—up drawings and installation diagram of Alum SGD,prgpal;�, by H ir�ne **sees test Laboratory, LLC,Test Report No.RTL-0080-1208-090, dated July 309 2ALO, signed.and .' sealed by Vinu J. Abraham, P. E. (submitted under files#12-0119.04/11-1631 bA :. •:. ••••:• along with marked—up drawings and installation diagram of Alum. SGD ( p'repared by :0000: Architectural Testing,Inc.,Test Report No.ATI—CO733.03-450-18,dated 69/00/12,SQ1;Z; • and sealed by Vinu J. Abraham,P.E. (submitted larder files#13-1121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyingwill BC-201 ,prepared by Al Farooq Corporation,dated 06/26/14, 11/18/14 and last revised on IS, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I.Chanda,P.E. Product Control Examhier NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNeinours, Inc.for the "DuPont Sentry Glass@ Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 1231,08 issued Eastman Chemical Company(MA)former Solutia Inc. for their"Satlex CP-Saflex and Saflez HP Composites Interlayer w/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213.02 issued Eastman Chemical Company(VIA)former Solutia Inc. for"Saflez Clear or colored glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14, compliance to FBC2 4(Sty`editionk,ad No financial interest, prepared by Al Farooq Corporation,signed an Baled b hmad,P.E. 2. Addendum letter dated SEP 24,2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. G. OTHER 1. This NOA revises &renews NOA#13-1121.06, expiring on Sep.22 2015. :-..:. 2. Test proposals# 13-1098,approved on Oct 02,2013 and revised on �,8� , 2014, signed by Manuel Perez, P.E.,test proposal# 11-1225 dated DEC 16.,.2011 signlrt!'1f ....% Jaime D. Gascon,P.E. Test proposal #09-1073, approved on Nov. 06-,-k09 and E-mail test proposal dated 07-19-2010,approved by BCCO. .... . ..... 00 00 'me 0 6666:0 ...... .. . ..... :00:0: . . - . ...... 4.6 ...... Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: Marcb 05,2015 E-2 U_ m O Z J o � U al ,!OL S� v PfWDUCf'Fii�Yi�£A o e.e�pty�.@aceevwrlac � G z¢zc, z 25 � 30-9 0 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE'IMPACT. SHUTTERS ARE NOT REQUIRED. O SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR a DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON c DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16, USING o MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• 000 • • • • • •• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • o`�S 2 15TR11G?IO®SBUCK ,c•TMLOWSP LAMINATEDNSULAT NG GLASS ;g HURRICANE ZONE (H •• •• • :RWS • •. —'s LAMINATED GLASS AND 16Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • --- TO TRANSFER LOADS TO THE STRUCTURE. •• • P i•IETERIAE DLSIGN%IN9 EM REQUIREMENT BASED LARGE/SMALL MISSILE IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS ON WIND VELOCTlY,BLDG.HEIGHT,WAND ZONE EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USING APPUCABLE ASCE 7 STANDARD. Eng,.JAVAD ADAIUTAD n ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • •• •FO R R R 6tAS�SRMI•.ND IIdRICRCAPACITY FROM �NG TO USE.ON SHEET 7 RA N 38 e2 j NOT PART OF THIS APPROVAL. • • • • • • • $' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W060 ONLY. • • STEP a3 •SING @HARTS ON SUEET 8 SECT ANCHOR OPTION • • • •WITH DOGN WTING•WRE THIN DESIGN LOAD SPECIFIED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT •• • •1 STEA•ABOVE. •• •• COME INTO CONTACT WITH OTHER OISSIMILAR MATERIALS SHALL MEET THE •• • • _ • STLOWEST drowmB nu. REQUIREMENTS OF THE FLORIDA BLDG. CODE. EP 4 SHALL APPLY AL E ME RESULTING STEPS 2 AND 3 1� J W10-31 sheat 1 of16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TIP. ��pp SY 2 TRACK m 0 HEAD ANCHORS 3 i 14" Q IAAX. 282 13/16'MAX. a 8 1a DOOR FRAME WIDTH IL g HEAD ANCHORS 14'MAX. A U 48 1/8" ANCHORS IN PAIRS 2,3 OR 4 PAIRS HEAD/StLL YLL �t AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 8Q NOM. PANEL WIDTH AT 3"O.C. c d 4 FALSE MUNTR4 SEE CHART ON SHEET 8 V MAX. 1 13/18" R 7 h OPTIONAL /� (,` E FOR CAPACITY MIN. VV HEAD/SILL CORNERS O AQ 4 REINFORCING m Z 61 AT INTERLOCKSOPTIONAL SEE SHEET 7 ro W e1 F, M I� IH H J FOR CAPAC17Y o I 2 1/81 m L OP(h 42 1/8' 42 1/8" D.L.OPG. D.L.OPG.0 $ o; Ag D: Ow �c C4 ZZU. POCKET JAMB --- `---' - - l d d� O (SEE SHEET 4 & 6 SILL TYPE 62 ANCHORS 48 1/8" 2 TRACK m z & DETAIL M ON 2 OR 3 PAIRS / 48 118' PANEL WIDTH JAMB ANCHORS in SHEET 13) AT STILE ENDS INTO CONC. PANEL WIDTH AT 3'O.C. SEE CHART ON SHEET 8 FOR CAPACITY o 8g 88g 2 TRAGIC u 14UCE k1lillED SILL ANCHORS BrYBy � YMde tc�g z �6� 14" 3" —Q6Z7•ls �i n MAX. TV. B D F •• • • • • •• u°c •• >iP YP •• • C •• 8" 8" (1)BEEP CIUSRR (2)WED'MUM (2)WEEP WMIR (2)WEEP CLUSTDC (2)BEEP QI181fR (2)BEEP CLAM (i)wup wma En9r:JAVADAHh AD ;�"-ELEVATION SCAN S¢38�ez �^ tires ••• ••• ••• � �' • • T1�7E0 UNR• • • • • . •• • • • • • • • ��/''', '} • •• • • •w • /r drawing no. ••• • • • •Od�0 E = DOOR FRAME HEIGHT - 9 11/16" D.L.O.WIDTH - NOM. PANEL WIDTH - 6" PANEL HEIGHT - DOOR FRAME HEIGHT -1 3/16" aheet�•�of�6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6' 3' Q/ TYp, W1 M 2 TRACK �tl o HEAD ANCHORS e 14" Z n MAX 28 190 9/16'MAX. f'2 j DOOR FRAME WIDTH 9 0 v ANCHORS IN PAIRS HEAD ANCHORS 14'MAX AT HFAO/SRL/JAMBS 2,3 OR 4 PAIRS HEAD/SILL p AT STILE ENDS SEE SHEET 8 q a D.C. FALSE MUN11N SEE__[AT 3'CHART ON SHEET 8 6'MAX. 1 13/18" !Xd p n OPTIONAL Al Cl FOR CAPACITY HEAD/SILL MIN. a CORNERS 0 <40 REINFORCING H J N h .i OOTPTion�C Q b Gal i it H J 1 SEE SHEET 7 m c 11 11 FOR CAPACITY 11 II � 42 1/8' 42 1/8' m D.L.OPG. D.L.OPG g x -0 11 II 1ZZ'd to t i M oil N x e �V WOUCP klcVjhtD o- 61 D 1 q --"Wag with the noridt scaae � �o SILL TYPE 82 ANCHORS m SEa.� 48 1/8' z 2 OR 3 PAIRS 48 1/8' 2 TRACK n: Cwtrol L" AT STILE ENDS PANEL WIDTH PANEL WIDTH 3' JAMB ANCHORS .n $ �.y a 3 AT O.C. �y SEE CHART ON SHEET 8 FOR CAPACITY 0 o T2 TRACK � SILL ANCHORS 14. 3. v n f MAX, TYP. a a •• ••• • • O • • •• Qpo3� • • • • • :j • D.L. PENING • 61 61 •• • ••: : : •• D.L.D.LO HEIGHT= DOOR FRAME HEIGHT- 9 11/16° r_ • D.L.O. WIDTH NOM. PANEL MOTH - 6' •• PANET_HEIGt{T = DOOR FRAME HEIGHT -1 3/i 6' 6. B. B. 8. i 4 hI+ev mum W aw aum 18 KIP mmvi OTtuB msw dT•ry ausm Engr.JavAO AHDAO Ya cmL FlA PNE, 70592 • y •• • ••• ••• ••• � (TESTED UNff) • • • • • • • ;`-' E �/ g TYI=I • • • • • • 1 � �a • •• • • •• •• •• drawing no. ••• • • • • • rrr yy�� REFER TO PAGES 9, 9A, 11 & IIA FOR WEEP SIZE. WLQ15 W10-31 sheet 2 of Ig ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH 5 D60R FRAME W' PANEL WIDTH SEE INTERLOCKS M SEE CHART ON I SHEET 1 0 Z % H L O I= It zd i P I G H i 0 xxx XoxxXO(SHOWN) © O EXTERIOR O © ds g XXX(REVERSE) o a r O FRAME WIDTH ao��Qi DOOR FRAME WIDTH NON-REINF.ISEECHART ON d+S SHEET 7 L H Ji H � iy In Xxxxxx L � m OXXXXO(SHOWN) © O O EXTERIOR J1 O NOM.PANEL WIDTH O © O DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH 01 H M W G H J H R Z Z�N 0 o XXXXXX(SHOWN) © O O U U O O NON-REIF.INTERLOCKS EXTERIOR SEE CHART ON SHEET 7 $ DOOR FRAME WIDTH FRAME WIDTH o .mi. PANEL WIDTH ?� FS H mz u"jnrc G J H w H H • • • c �x XXXXXO(SHOWN) © O • ••• O•• • •�• O O O o OXXXXO NON-REINF.MMRLOCKS EXTERIOR SEE CHART Fngr JAV AM= ONUU�kffYtS�EOCIVIL SHEEP 7 Me i7oH FlA PE g 70592 ••• ••• ••• CAA{.X53.8 APPROVED CONFIGURATIONS 1. O!DNFltl DRAT10NS SHOWN FOR ILLUSTRATION PURPOSES ONLY. OR NON—POCKETED DOS (NON-REINFORCED SHOWN) •2, 4A APPLICNLE NO REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. Browing no. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS eK'1 %.� W10-31 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEE 2015 sheet 3 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH DOOR FRAME W. AN0.WIDTH NON-REINF.INTERLOCKS V CM+ SEE CHART ON a SHEET 7 -- -- Z R 10 � I I L---- ® h HO EXTERIOR QH © PXXX(SHOWN) XXXP DOOR FRAME WIDTH 8 Q C DOOR FRAME WIDTH ANEL WIDTH NON-REINF.ONTERLOCKS 1 H J H i t I ill I I I al to I L PXXXXXXP(SHOWN) L ® O CO ExrERIOR O O OH ® J Tn DOOR FRAME WIDTH 00 DOOR FRAME WIDTH SEE CHART ON INTERLOCKS _ SHEET 7 N o H I d -0 Si m 1 ,� gaH H J H IY 2.'z la mQ 3- � IU 3g_�i 1 Ig 0-7� PXXXXXX(SHOWN) L ® O O EXTERIOR O O PANEL WIDTH O O XXXXXXP LpocKET CAVRY NOT DY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH Q DOOR FRAME WIDTH NON-RdNF.INTERLOCKS o 5 SEE CHART ON Y#�+ SHEET 7 1 H H I Is - H H iI. 7 a .ra la a o s • • ••• •• g d' '� o: I 1 • • • • • • •W o o g I M N I • • • • • > � 0 1 I • •• • • • • • • L c°_ -�x PXXXXXO(SHOWN) EXTERIOR PANEL WIDTHo OXXXXXP En9r.JAVAD AMOD o iR@O11C7'kKVISED CML APPROVED CONFIGURATIONS wIfAl6eFleride FLA. N.170592 POCKETED DOORS (NON-REINFORCED SHOWN) ��.,•,�� •• z •• ••• •:• •:• CAN.%3 705 d SEE SHEET 7 FOR Op AND REINFORCING OPTIONS Dag _ :•NOTE: • • }� b • • 1. (UNIFIL 1RATION SHOWN FOR ILLUSTRATION PURPOSES ONLY. THREE (3) TRACKS • 2. FQR APPUCZLE NOVREINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. drawing no. e aetCoe+ral POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 2 1015 W10-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 4 oT16 ••• • • • • ••• • • • • • • • • • :0 .: • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 DOOR FRAME W. MAX.FRAME WIDTH REINF. INTERLOCKS M SEE CHART ON M o SHEET 7 �c K O $ w 0� g GI S 90 o 00O Kt EXTERIOR HOG1 NOM. PANEL YADTH XO(SHOWN) CCCiii OX DOOR FRAME W, MAX.FRAME WIDTH O IL 4 O r —� REE INTERLOCKS d! SEE OH7 ON 1Q; " Q� O ©1 EXTERIOR QH NOM.PANEL WIDTH It XX u� DOOR FRAME WIDTH $8 X 3/4'SMS V)AT 24'O.C. 0O v MAX FRAME WIDTH 10 o 4 N H W J1 E uQ'. 3 N M 7 d C3M� Gto LL o=� UN Jt EXTERIOR 1O NOM.PANEL WIDTH Gt U okj OXO(SHOWN) O OXO(RMME) DOOR FRAME WIDTH MAX.FRAME WIDTH REINF.INTERLOCKS SEE CHART ON S 7 z H NtdOUCf'NKVLbPA °'Jim p8 Eas g8 w G JI � D1Y1eg>rHhPoePtoeidy ' G h � iYYJ OG1 Wae iaeYrL coaxal Gt H • bi i��10i• • • • • • �mm '�.PANm�>§OXXO • • • • • • • • • NOMXXXX(sIMnAR) • • •• • • • • • •• ••• •• • • • of .,t-c- S NON—POCaMV DOOR (NON-REMFORCED SHOWN) E^9,� AH� ML SEE SHEET 7 FOR DP AND REINFORCING OPTIONS FLA.PE/70592 Yi • ••• • ••• ••• ••• CAN.J538 ', TITO U TRACKS : • : : :N Ol 0 0 •• • • • 1. O}ONFIOtlRATIANS SHOWN FOR ILLUSTRATION PURPOSES ONLY. / 0 ••: :• •••2. WA APPLIC & NCt REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. / I dr°ming no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. F4 2 2015 W1 0-3 1 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 5 of18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR POCKET CAVITY NOT 8Y CGI (>J U FRAME NOT PART OF THIS NOA NOTE: It ®® U WIDTH DOOR FRAME WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r---- 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. o -- 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. Q e 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. v I i3 a j k o ---- O EXTERIORPX K1 o n a XP(SHOWN) DOOR FRAME WIDTH OC DOOR FRAME W.. NON-REINF.INTERLOCKS v a 7M f� SEE CHART ON - I SHEEP 7 y co3 LJ QQ 0 EXTERIOR O O PXX(SHOWN) XXP (1)DOOR FRAME W DOOR FRAME WIDTH I 1 I r�j tg, 1 tn Iv'm Uo z0 � cq ml 't"o la LL.-. O EXTERIOR O Q C) `__-- ----� M J1 M ' PXXP toDOOR FRAME WIDTH 02M DOOR FRAME WIDTH NON-REINF.INTERLOCKS 0 SEE CHART ON r-- ---� SHEET 7 L I H __ �^ �C I H �• U (-i 1 i I mobuCr kyvl4 D Lf i m YI I I wtemplytas 88IEe via" • J 1 M la t 1 1 Lcpkllfb�IMh 20 � L--- ---� ® EXTERIOR OJ ® gY F m PXXXXP DOOR FRAME WIDTH l�mi DOOR FRAME WIDTH NON-REINF.INTER1.DCKS ! ��N• • • • • •• C .b N K r--- •SHEET 7 • • • • • • • • m°S • . •• . . . • •• •.• '. • •• o Fsgr.JAVAD ANIM K 1 CML j 1 M K I FIA PE d 70392 I �__ ••�-•. C.A.N.3338 R '� EWER40R •O • • H Kt• � NOM.PAN WIDTH O 0 PXXXX(SKOWN) •• • • • • • • • // iy PXXXO APPROVED CONFIGUR4TIONS . •• • . •• •• •• �`y/I . XXXXP POCKETED DOORS (NON-REINFORCI MN) • m • • • / j" _�1 i! drawing 1 OXXXP SEE SHEET 7 FOR Op AND REINFORCNG OPTIONS POCKETS ARE NOT PART OF THIS APPROVAL vFEB W x-2015 W10-31 TWO (2) TRACKS AND TO BE REVIEWED BY AHJ. sheet 6 -116,1 • • • • • • • • • • DOOR FRAME WIDTH FRAME WIDTH NOM.PANEL WIDTH NON-REINF.INTERLOCKS ®f _ SEE CHART ON SHEET 7 o_ w 0 H t N XXXX(SHOWN) oxxx 0 h XXXX(REVERSE) © OH EXTERIOR Q Q DOOR FRAME WIDTH FRAME WIDTH _ 0 n C SEE CHART NON-RELNF•ONiERLOCKS 0:yyy W - SHEET 7 � w H H r: QiK 0 g W Xxxxxxx (SHOWN) � OXXXXXXo © Q O EXTERIOR JI (21)..PANEL WIDTHO O © CI DOOR FRAME WIDTH FRAME WIDTH 0 NOM.PANEL YADTH NON-REINF.INTERLOCKS �j SEE CHART ON cN o 7 SHEET 7 � (O N w S3Miq I S w 4 r zii� G U�� I O XXXXXXXX(SHOWN) 3 OXXXXXXO © O Q9 H� Q O EXTERIOR DOOR FRAME WIDTH NOM.PANEL WIDTH 888 o FS K I V d a N •• •• • • • i pLl �'b�'I+d' • • •• • • • ox • •• • • • • c XXXXXXXO(SHOWN) LL 25 OXXXXXXO GZ a ••• • �• • O U EXTERIOR VllHO © o Eegr:JAV�AHI AD aI A'ROBIT(T kYVgt&B FIA PE 70592 Ye jr1Y+ r Ftorldt.• ••• ••• ••• Com• 38 $ 8 No}y`oGZ � NO'1IE: • • APPROVED CONFIGURATIONS • 1.:ONFlSURATtNS SH$WN FOR ILLUSTRATION PURPOSES ONLY. .NON—POCKETED DOORS (NON-REINFORCED SHOWN) • • • • • SEE SHEET 7 FOR Op AND REINFORCING OPTIONS 2•��APPLIC E NV REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. %` i drowmg no. .rt Coahgi 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. W10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEB 2015 sheet 8.1 of 1 B ••• • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH V DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF.INTERLOCKS M SEE CHART ON SdEEf 7 1 NL j H j 0 w r� v V 7d' PXxx Q 1 d I I ffi O `---- XXXXPRIO HOYaH) L-- Q ---Q EXTER Q Q © �ryy0 c FRAME WIDTH o 8 NOM.PANEL WIDTH SEE CHART ON SHEEOCKS T ET 7 }+ DOOR FRAME WIDTH r- _-I {6 QZ u�iy: H H H W I�xxj qA $ Ag I l x I O TTS "f PXXXXXXXXP csHrnvN) L7 � p JQ 0 EXTERIOR ® O o t FRAME WIDTH 4 NOlA.PANEL WIDTH NON-REINF.INTERLOCKS qj DOOR FRAME WIDTH SEE CHART ON SHEET 7UF 1 H J N I d 03, ?+Oo � PXXXXXXXX(SHOWN) XXXXXXXXF, !A `✓ O EXTERIOR HO OXXXXXXXP POCKET CAVITY NOT BY CCI FRAME WIDTH NOT PART OF THIS NOA NOM.PANEL VADTH SEE CHART N SHE CK7 2 SEE CHART ON SHEET 7 4 DOOR FRAME WIDTHtiR c C U 1 I H Is.TH i $H H g 16 •• ••• • • • • • I %O��^�a 1 I • • • • • , •� o 1 IA 1 • • •• • • • • • � �o x 9 L PXXXXXXXO(SHOWN) p�• •••(,1 i• •O• • •• O O O EXTERIOR OH O E�gr.JAVADAH �' s CML APPROVED CONFIGURATIONS OtfCf wh1tYSFIwNi FIA. S5W POCKETED DOORS (NON-REINFORCED SHOWN) 1idlgt ••• 000 ••• 6:0 d SEE SHEET 7 FOR Op AND REINFORONG OPTIONS Etpl p(ot!-0627.:OTS i. WPGI�gAT10iS SHOgN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS -•2.yFdtAPPLICA&! NOWREINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 1`/ f droving no. d • 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. WPOCKETS ARE NOT PART OF THIS APPROVAL TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet6.2of16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS l GLASS TYPES GLASS TYPES A' M ' &'AI' 'B'&'B1' WX ODOR KNEYB OF INTERLOCKS INTERLOCKS z3 FRa Yvm timE Kmfl PNB1S 11/0 RRRINF. WITH REINF. 0 MES tMES wast' -.(+) 1NL(-) EXT.(+) 24-1/s 10 80.0 60.0 80.0 60.0 L 30-1/B 10 -6a0 80.0 80.0 80.0 p.I U 36-1/8 80 10 60.0 a" 80.0 80.0 8.�+ 42-1/8 10 80.0 80.0PNOtd.PANEL III) 8a.O 10 60.0 80A 80.0 _ 84-1 8 9 53.4 53.4 71,1 71.1 H 24-1/8 10 80.0 80.0 BOA L71.1 p 30-1/8 f0 60.0 80.0 e0A NOtA.PANEL WIDTH O 6 qQ 38-1/B 84 10 80.0 80.0 80A 42-1/S 10 60.0 60.0 80.0 48-1/0 10 80.0 60A $OA 54-1/8 9 53.4 53.4 71.1 24-1/8 r1060.0 6" 80.0 80.030-1/8 60.0 604 80.0 80.0 PANEL WIDTH36-1/6 9080.0 80.0 804 80.0 42-1/8 60.0 mo 80.0 80.048-1/8 60.0 60.0 80.0 80.0 24-1/8 10 W.0 s0A 80.0 80.0 S n 30-1/8 10 80.0 solo 80.0 so.0 36-1/8 es 10 80.0 60.0 80.0 I 80.0 (n 42-1/8 10 60.0 60.0 80.0 1 80.0 48-1/8 9 Soo 60.0 80.0 80.0 NOM.PANEL WIOTH O ED o 8 m GLASS TYPES �- 'A'. 'Al'.'BL' IRTERLOCKS N WITH REINF. N EXr.(+) IM'.(-) O 1 1 24-1/8 10 - - 80.060.0_ 0 3 30-1/8 t0 - 60.0 60.0 APPLICABLE FBC EGRESS �E,S Z Z 36-1/8 10 - - 80.0 60,0 REQUIREMENTS TO BE 102 REVIEVIED BY AHJ. " 42-1/8 t0 - - 80.0 60.0 U O 48-1/8 to_ 60.0 80.0 54-1/8 8 - - 53.4 53.4 �� O 24-1/8 10 - - 60.0 60.0 t•1 30-1/5 10 - - 60.0 60.0 � o1H 1De FTueM4 38-1/8 10 - - 60.0 80A No!- -x_e�/ 42-1/8 IGO 10 _ - - 80.0 s" "04 halt / a 48-1/8 10 - 60.0 _60.0 6y f ,� I 7 c o _ _ 61fu11 Dade md9e1 Can, 00 11 83-1/8 9 53.4 83.4 24-1/8 t0 - - 60.0 60.0 C ll I E 30-1/8 10 - - 60.0 60.0 T 36-1/8 114 t0 60.0 60A 8 42-1/8 10 60.0 60.0 48-1/8 s - - 60.0 60.0 NOTE: 24-1/8 to - - _ mo 60.0 • ••• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE a v g 88 • • • • 1 • • BASED ON ASTM E1300-09 3 SEC. GUSTS 'm s a 30-1/8 to - - 60.0 60.0 • •• • ) AND FLORIDA BUILDING COMMISSION `0 36-1/8 t20 {0 - - BOA 60.0 DECLARATORY STATEMENT DCA05-DEC-219 ` • •• • • •• • 42-1/8 10 BOA 80.0 • • • • • • • 48-1/6 8 80.0 80.0 • ••i • • •• _ _ _ .� m Engr.JAVAO AHFAAD 1 I m a FLA. Ck W92 n m AM 3538»5 }` 0 ft Poo 00* / d `i 1 EL • •• • • •• •• •• I,1 drawing no. 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O 3/16-HEAT STREN'0 GLASS 3/16"HEAT STREN'D GLASS V C N SILICONE SIUCONE GE SCS 1200 GE SCS 1200 0 Q C m DOW CORNING 899 m DOW CORN NG 899 eiI qqq DOW CORNING 995 ?yyy111 DOW CORNING 995 Mt M7LL � L' axSETTING BLOCKS a SETTING BLOCKS C� O AT 1/4 POINTS ON LITES O �I--gy--VIII AT 1/4 POINTS ALL SIZES WI (Cr' 18 EPOM DER THAN 3$' (1+' 1 EPDM m E+ DUROMETER 85t5 DUROMETER 85t5 m y� p1m GLASS TYPE 'A' GLASS TYPE 'Al' AIR SPACE CONSISTING OF 0 w a 7/16'OVERALL LAI.CUSS 1'OVERALL INSUL IAM.GLASS 3/8'SPACER: 0 0 .0045"THK. ST. STEEL RECTANGULAR SPACER AROUND „ It THE PERIMETER OF THE GLASS. �S= 3/16'HEAT STREWD GLASS 3/18'HEAT STREN'0 GLASS 076"Interlayer 075"Interlayer 0 M M Sallex CP With PET Core SoOex CP With PLT Core 0 n By'Eastman Chemical Co.' By'Eastman Chemical CO.' Z Z OR OR W 090"Interlayer090'Interlayer 0 g Soflex Clear And Color Glass 3/8"AIR SPACE Saflex pear And Color Glose (ry 6Q By'Eastman Chemical Co.' By'Eastman Chemical Co.' U OR OR o 090'Inte 3/16-TEMP.GLASS 090-Interlayer DuPont SentryGntryGlas DuPont SantryGba By'EI.DuPont De Nemoure&Co.,Inc.' By'EJ. DuPont De Nemours&Co., Inc.' 3/16-HEAT STREMD GLASS 3/16-HEAT STREN'D GLASS SILICONE SILICONE 4� GE SCS 1200 GE SCS 1200 aU m ✓DiK.T •9d1, a` o N1 ' DOW CORNING 899 ,a Mt DOW CORNING 899 A � m g o z OOW CORNING 995 Z DOW CORNING 995 A � Tg 8z n SETTING BLOCKS BELTING BLOCKS By h i WIDER THAN AT 1/4 M36ON LITES AT 1/4 POINTS ALL SIZES God Cast EPDM O UROMETER 85*5 O • • • �U� 8 �• y m §Y1 !Liks'•±Ci LL?k?kwWWV45S!! •• • • • ••• • m°c •• • •• • • • •• W o Eng,.JAVAO N MAD t GLASS TYPE 'B' GLASS TYPE 'BI' FTA PE 7059E M 7/16-OVERALL LAM.CLASS •• L INSU. •:• •:• CAN. c 9 GLAZING OPTIONS ••• • • ••• • • • • ( `--� • •• • • •• •• •• �� drawing no. ••+ • • • • • ��!��, 615 W10-31 `� � aheet7.�ot�6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS L� 3 HSI IN CLUSTERS 28Y 5'1000 BUCKS IN CLUSTERS TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE AT MTO•OLE [SEEIN CLUSTERS &INTERLOCK.ENDS NOTE SHEET 1 AT ATG. STILE IN CLUSTERS 'O de INTERLOCK ENDS IBY WOOD BUCKS AT ATG.STILE STILE METAL STRUCTURES I e; 3 KSI &INTERLOCK ENDS AT ATG.ENDS SEE SPEC FLOW EDGE ° •:aOR QUANDTI�S,... CONCRETE FOR QUANTITIES SEE NOTE SHEEP 1 SEE CHART &INTERLOCK ENDS Z 3 •..di EDO DIST. '3'"8/�" FOR QUANTITIES FOR QUANTITIES (kol� 5 ;•�n". EDGE° . , ..°3 5/8" •'3ONCRETE EDGE 3 5/B• ._� '> DIST. 0-i Fw ANCHOR TYPE A iv mN ANCHOR TYPE A N m ANCHOR TYPE B N ANCHOR TYPE C m C& Q INTO 2BY WOOD BUCKS 1HRU 18Y W000 BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES - Q a a G 8 OR WOOD STRUCTURES 9 INTO 3 KSI CONCRETE OR APPROVED MULLIONS Vv�`6 ago a i5G DESIGN LOAD CAPACITY-PEP(ANCHORS) HEAD ANCHORS VI000 BUCKS AND METAL STRUCTURES NOT BY CGI YANDOWS INSTALLATION CONDITIONS SHOWN APPLY TO IL z� t/2•SHIM RAD OR� SIM ANCPE HORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH mu/m um Dms austmom IMIRR AT OS TYPICAL ANCHORS: S TRANSFER THEM TO THE BUILDING STRUCTURE. STD.OR ALTERNATE FRAME HEAD AND SILL , g Nm DWR 4(6) s 6) s(10) 4(6) 6(8) 4(6) s(8) -AT HEAD- - - - - -- � PMM W=FRWE HDW EXT.(+)EXL(+)EXL(+) Ext(+) I:xr.(+) Ext(+) OCT.(+) TYPE 'A' 1/4'X3-1/4°ULTRACON BY'ELCO' (Fu 77 KSI,Fyntss KSI) TYPE - ]/4°DIA UL71iACON BY'ELCO' .Fy=tss KSI) 211-1/8 Bao - WA - 110.00 N a vans moan INT.(-)INT.(-)Orr.- 011.(-) INT.(-) MNL1Nr.(-) R WOOD STRUCTURES I m - _ � 30-1/8 eo.o - - 80.0 - 80.0 - 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2"MIN. PENETRATION INTO WOOD 8 35-1/0 82 73.6 80.0 - 80.0 - 72.4 80.0 g TIiRU 26Y 6 THRU iBY BUCKS INTO CONIC. OR MASONRY � az 4 Bo.O - 70.7 80.0 65.3 8110 MIN. D INTO CONCRETE 1- MASONRY O 48=1/8 61.2 OC - 70.6 80.0 sat 80.0 - ° - ° 87.8 80.0 - 68A 80.0 56.5 80.0 I TYPE' ' to KSI.FY-155 KSI) I TYPE ' - ]/9 DIA ULTRACON BY'E7 Co* (flw 7 KSI.FY-155 KSIj I pn E ,4( 24-t/B 80.0 80.0 - 80.0 - 80.0 - DIRECTLY INTO CONCRETE MASONRYnn r~j7 s0-t/a 76.3 80.0 - 80.0 - 76.0 80.0 I 2'MIN. EMBED I I 1-1/4° MIN. EMBED INTO CONIC.OR MASONRY I $1 35-1/8 69.2 80.0 - BOA - 68.0 80.0 42-1/8 84 ez.t e0A - 71.8 so.0 61.1 aom TYPE'C'- ],[4" DIA SELF DRILLING SCREWS (MOE 5 CRS) TYPE 'C'- ,1/4'DIA. SELF DRILLING SCREWS (GRADE 5 CRs) 3 N 48-1/a $7.1 80.0 - BBA 80.0 862 80.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8'THK. MIN.) I p r7 54-1/8 53.5 60.0 - 61.8 sao 5M 80.0 INTO METAL STRUCTURES INTO METAL STRUCTURES $ 24-1/8 80.0 - - 80.0 - mo - STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8'THK. MIN. (Fy- 36 KSI MIN.) Z 2 D 30-1/s 73.0 80.0 - 80A - 7t.e 80A $ ALUMINUM 1/8°THK. MIN. (6063-T5 MIN.) I I ALUMINUM : 1/8°THK. MIN. (6063-15 MIN.) 38-1/8 so 83.4 80.0 - 73.3 80.0 62.3 800 b (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 42-1/8 86.7 eo.0 - es a 80.0 55.8 80.0 L_ - - -J L- - - 'J V 4e-1/a st9 n.9 80.0 110.0 eoA 111.1 aao _ 48-1/8 BOA - 0. 80.0 0. Bao - �AT�;Sll�LZ-> - - ANCHOR EOQE DISTANCES30-1/8 67.6 80.0 - 78.1 80.0 66A 80.0 _ FTYPE - /4•DIA ULTRACON SI,Fy-155 KSI) INTO CONCRETE OR MASONRY- 1"MIN. INTO WOOD STRUCTURE d 1'MIN. 38-1/8 96 88.5 Bo.O - 87.7 80.0 57.5 80.0 42-1/8 52.z 7a3 Bao 6011 80.0 5111 80.0 �, I - 1_3/4'MIN. EMBED INTO CONCRETE- _ O METAL STRUCTURE m 3/4'ABN. 48-1/B 47.8 71.4 80.0 65.0 80A 46.8 80.0 F L- CONCRETE AT HEAD.SILL OR JAMBS f'o-3000 PSI MIN. s a C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm-2000 PSI MMI. g 24-1/a 80.0 - - 60.0 - 60.0 - NOTE: 30-1/8 50.0 - - so.o - 6o.o - E- o ANCHOR CAPACITIES LISTED ON THIS c 36-1/8 s+.3 60.0 - 50A - 83.4 00.0 DI v SHEET TO BE USED IN CONJUNCTION SILL RISERS pg, rp5 pp55 102 O SEE SHEETS 9, 9A, 11 & I IA FOR OPTIONAL SILL DETAILS C g E s 42-1/8 ae.3 60.0 - 65.9 mo 47.s 6mo WITH GLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY - 48-1/B 43.9 60.0 - 80.8 BOA 43.2 80.0 o LOWER APPLICABLE VALUES CONTROL 0 54-1/S 40.6 60.0 - 47.0 ea0 39.6 60.0 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE 8 O AN TYPE B as-t/a 60.0 - - 00.0 - 60.0 - TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE z DIRECTLY INTO 3 KSI CONCRETE 30-1/S 58.8 eo.0 - 60.0 - 57.9 6110 qqz PLEASE SEE FOLLOWING SHEETS FOR DETp�LS 36-1/8 108 50.7 60.0 - 88.6 60.0 119.9 BO.o dQ �£rI •• ••• i- i • • • •• m o O P'j "� 42-1/8 45.0 8110 - S2A 8110 44.2 60.0 y W" 000 • • qq�� • • : • • p •a' O O B 118-1/a 110.6 60.0 - a7z 60.0 110.1 e0A s •• •i ••W •• • - 3S 24-1/a 60.0 - - 60.0 - 60.0 - "g • • • ... .. ... ... ... ....:. •< e 30-1/B 85.3 60.0 - 00.0 - 54.4 6110 Imo,-, pgp& ••• .::::. ::. ::. ..::•::)::: ,' o 36-1/8 114 47.5 $0.0 - 55.0 60.0 46.8 6110 (3 IN ,.tl►tk FlarfalL ................ ... -4 e I •A• e 1 Eagn JAVAD AHMAD R ".:'.f':::.: ::::.'::::::.::. •3,9/8' • 48-1/8 42.5 6110 - 4a7 80.0 41.4 SOA � / \ •: . •d'.'.3.5/�? • • FTA PE 4 70892 ,moo 48-1/8 38.1 57.1 6110 44.0 60.0 37.4 60.0 S 24-1/8 60.0 - - 80.0 - BOA - O 996 Due •• •o. :•�•• • CAN..538 , k 30-1/8 62.1 BOA - Bao - 81.3 80.0 F z 0: _ • • • .#` • I TYPICAL ANCHORS i g , Sy-�� • ED Bc HARDiNEO • IN CLUSTERS /`'- d 4 3s-1/e 120 114.7 5110 - st.7 6110 44A 8110 1�,1LL lH660Dade .at • N1j,-MET /NON•SHRR�AGE • AT MTG.STILE / 4z-1/a 388 s9a so.o as7 00.0 369 eo.o 211 • •• • • HIG STRENGTH T�QYT •• &INTERLOCK ENDS r drawing no. 48-1/11 38.7 83.8 80.0 41.3 60.0 35.1 60.0 z Lo ••• • • P� 5000 Psk"N. • SEE CHART NOT BY C.G.I. FOR QUANTITIES '�j� W 10-31 LIMIT EM.(+ LOADS TO 60.0;SF FOR DOORS W/O REINFORCING ALL SIZES_ MUST TRANSFER SHEAR r6B AI'5 2015 LIMIT EM.(+ LOADS lO 8110 PSF FOR DOORS W/RE.I.UPTO 96 IN.HT. LOADS TO STRUCTURE sh0et $of 16 LIMB EXT.(+ LOADS TO 60.0 PSF FOR DOORS W/REWF.ABOVE 96 IN.Ht UPTO 120 IN.HIGH. or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" U SEE SHEET 8 FOR ANCHORS o z EDGE DIST. 3 5I8EDGE" \� :. '.i.d•.l a .. °;I EDGE DIST 3 5/8EDGE 01ST I 3 5/8 PST.. <; _O w •ya. °j 'ya t V WEEP SIZE 1/4" X 1/8' d �a A et MIT C E a1 REFER TO SHEET 8 FOR VARIOUS O Oro 8 O O O INSTALLATION CONDITIONS. u. Ei ® ® OPTIONAL SLANT SILL ADAPTORS a 0 •I 1 0 411 '14 I I I 1 1 IA U 7S 11 ii it I II II 0 q 0 l J DECORATIVE OSILL sl I� li 4 OPTION�ALER LL n w R p , 51j rNr1� .r x o - 1 l� 031i M m d , W b ZZ�m om a DWS l II 11 0 � II IP�tQ)011[:Y KiY6ys0 O II, II IIS SILL RISER ' 8.1 READ.FOR LOADS c 8 8 I POURED ffi HARDENED I X11 ABOVE+60 PSF HIGH SIREN=GROUT I c g IIt NON-SHRINK,NON-METALLIC I I SILL RISER c IE f c n 5000 P9 MIN. '� I (EB)REQD.FOR LOADS yg MUSTgTR NS ER SHEAR ® ABOVE +60 PSF E7 LOADS TO STRUCTURE 0 ® 9 © O •• • •tl" 5 Al 4 0•'�5�� ® at ® i ® •• i • i ® ® os`^� r3 d c E1 m�= • • • • • eq N • � ' . .... ...... .. ... ........ ... ..... ...... .• Engr.JAVAD AHUAD 7 . p:. ::::.'.::::::. ::::'1.'::.':: •e :.F::::::. .. .. :.:::::'1 •e ....0.1.....::.:.......:.-.:': :':.:': a FIA PES/70682 :.'. :: . .: • ••' . �:. :: ::. DAM., 3s3a a ....... .a�..' A .:• • • .':,'.. .'.• " n... .3 sKSI CONC .l KSI CAt�. • • •..3 S , L ELIDE DIST. •3 SJS°- , EOGEOIST.•" .3 5/ ` • • E '`DIST. �8` • •• • • •• •• •• { y am ng no. SEE SHEET 8 FOR ANCHORS 000 • • • • • J' X W10-31 THREE (3) TRACK DOOR DETAILS sheet g of 78 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 8 FOR ANCHORS u 0 EDGE DIST. GE GIST. 1 3I<" EDGE OISL 1 3�4a Q �N A� j4e !." I. 'qi• '.jd„ '1. Ci• .yds , �• 0. 0 WEEP SIZE 3/4" X3/16" k E13.1 a`. SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. G 6 a o M„ o0 00 - (D m ® OPTIONAL SLANT SILL ADAPTORS � o nl I I , III II 1 fi II Q NI W nI I 2a 9LL a F5 COVER OPDONAL AJ N 2 O II , W W 1j� uQi $Q NM w a 0: I I II I 9 II 1 In O d ' I'II �•UCT it(fV/By'p I i 1 i wM IEa FloHds �� IIq AaW�sNu15'-O 2 (f � I n 11 it A t{PTMF" SILL RISER $ I, POURED&HARDENED I� it s �� , E8.1 OFOR LOADS ABc� ABOVV E+60 PSF HIGH STRENGTH GROUT � NON-SHRWK.NON-METAWC � " SILL RISER c f c-SODO P51 MIN. Ee RE00.FOR60 LOADS 11 m NOT BY CGI WINDOWS ® ® ® ABOVE+ PSF p i MUST TRANSFER SHEAR 9 1 E7 LOADS TO STRUCTURE OD I g 1 �3a ® ••® • i i i ® ® ® d ��s�>>< El 1.1 'Oy= • • • • O N ... .... ..... ..... .......... ......... Engr.JA.VAD AHMAD I I..........- ........F:::.: ::.: ,.:. FTA PE p 70982 °a N • CATV.3938 tl tb, '$` \ •..• �SEE KSI CON4KS,CONc.EDGE DIST:'. EDGE DIST: 1 . • ••• • • •• •s SHEET 8 FOR ANCHORS ••• • • • • .I ;2015 W10-31 ALTERNATE THREE (3) TRACK DOOR DETAILS shest8.1of16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SSEEE.�HORS PANEL WIDTH FOR SPACING o 1/2'MAX. © E6 D.L.O. O REINF.AS READ. O O LOAD BEARING SEE CHART ON 0 7d. SHIM M15A 41 SHEET 7 FOR CAPACITY }y I 2y5^ a Z g ------ - --- �° NIEFO O © ��°W ®6'ao 0 f no M14A M1 SA E4 1 D.L.O. c D.L.OPG. \'U n I t EXTERIOR NOM.PANEL WIDTH 1 PANEL YADTH 006 W LOCK STILE INTERLOCK INTERLOCK L P= (REINFORCED) DOOR FRAME WIDTH (REINFORCED) - 1X6 OR LARGER mo —0 /S' �i 3:C,m WOOD BUCKS #10 X 1—I/4'SS PH SMS �ph�lbaEaOe t PER CLIP 6�4 Z z M 3 PER PANEL "'"ad ■do O O __ PANEL WIDTH © AT 18'FROM EACH END M2 O g 1/2'MAX. 1/2'MAX. M2.1 AND AT MIOSPAN 1/4'MAX. a V o� LOADBEARINGNC D.L.O. LOAD BEARING ®8 X 3/4'SS FH SMS CLIP LOAD BEARING METAL �1 SHIM SHIM STRUCTURE O Z .Z. yOJ p o TYPICAL ANCH RS -- -_- II $°d' _-= TYPICAL ANCHORS SEE TYPICAL ANCHORS - - SEE ELEV. FOR SPAC G SEE ELM p FOR SPACING p FOR SPACING o S 15 II n _ - tl II a' • • • • n m �oz_�x •• i•' �' • • • •• FIXED PANEL EXT• EXTERIOR DOOR FE WIDTH Engr.JAVAD AFIMAD N t DOOR FRAME WIDTH RAMCML 1 DOOR FRAME WIDTH• •••+ • f•• ••• ••• 92 2X8 OR LARGER WOOD BUCK • • • • • • • • R .i! OR • • • • • • • 8 e'1 WOOD STRUCTURE •• • • • • • • • / Ni • • •• •• •• 1 wing no. • 0-31 THREE (3) TRACK DOOR DETAIa Gas LS sheet 10 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS o EDGE DIST. 1 3/4' Z EDGE GIST. 1 3/4' O / y .ya. 1• 13 KSI CONC. y '^ .da• I• 1 .3 NSI CONC. F F a {rL G WEEP SIZE 1/47--X 1/8" Q u .y,•. i r.:r. V d REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. C Al ' MII do C1 d1 E28 ��' O CE Ij 12 OPTIONAL SLANT SILL ADAPTORS I II III � N 1 n II g m 1 O I 4 I f QDECORATIVE LL ER y{� m OPTIONAL E� 0 Ill O� n W C3 Of f, WT, LL O I i a 11 0 IINMm W 0 W O n l 0 x 0 o y[T,� n d 4iC. tl I c a W I 8 fA SS WW I O 1i II '1'I Ma=k&VI PiD O p d J I I 1 II M �IYt lbtida SILL RISER Ai�rnaKo 14F- !7-(�r Ea.t OPTIONAL FOR LOADS ��'F-�,�/''f'�`f��YE+80 PSF vft"II II O I �.�►. .i�S 3 O 1 . 1 .dcrtiti III HIGH POU�STRENGTH GROUT n I SILL ER 4 Al NON-SHRIM.NON-MET C I EB REOD FOR LOADS U NOT BY CGI WINDOWS ® "+60 PSF �8 MUST TRANSFER SHEAR ry LOADS TO STRUCTURE e a a O • e o B1 2 2 D� • ��• • ® • ' s� ;Dg._ < Et a�iz� • •© • • O N •• • • O ..... '• Vl I 1 .... ..... ..... Engr.JAYAO AHMAD ,�SL FLA PEi70882 i� n ... _.. .. ' •• CAN.3538 h • . .Y I.... .4,. I:m 3 KSI CONC. •'. °. :MB°1 ° t. 3:KSI Colt. j•"Z ;• EDGE DISE. t.3/4" • El D)ST. • 1,3/�i •• •• f� ,i Browing no. • SEE SHEET 8 FOR ANCHORS /! W10-31 SEE SHEET 8 FOR ANCHORS TWO (2) TRACK DOOR DETAILS 4 ES 201 sheet 11 of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �O/ v M SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORSo Z EDGE DIST. t 3/4 z EDGE DIST. At 3/4 Zr0 ON n .i t 3 KSI CONC. ra= <: 'j I t 3 KSI CONC. op- •,d d• a y d I d• iY U I �o i• y;< Eat WEEP SIZE 3/4" X 3/18" c REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. Q Q a tt t at pa�mo E OD QWeiZ� O OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILLCOYERd ry OPTIONAL ccs 8 w �i C-4$ a 0 "i O "' u ��I p M oa W o d d Z Z w°' rc a d i t W iii d n o n § E Y i U•-� Y�= rldt SILL RISER E8.1 .=.�FORR LOADS O i^ E�pintia��Zo 0 8 gbu.ainae Md-1011W i h POURED do HARD EO i 4 c g I q HIGH STRENGTH I ZOUT ' q SILL SER 0 O s NON-SHRINK. I -IdETALUC , ,i II NO=50 GI PSI N. ® EB AS FOR LOADS U z NOT BY AN E � LMUSTOAD TRANSFER HEAR LOADS TO STRU B1 04• ;�; 0 O x-•a Y E1.7 � • t� N •• • •• _ o .. ... ... .... : t1f .. ... .... .... : E"r..JAVAD AHIM 1 1 VOL Yv .:''1::.'::.:':::.'. .': .':'I ::.':.::":..'..;::.::. ::. •a FIA.hPNE 70M tggO bt` •:'' •..I.m• ,.' 3 KSI CONC. \ • .`i' .r 'r` ;• •3•SSI CON•. ,'k EDGE GIST. •t 3/4•.' • MW. - 3,�L'.' (� •• •• �' i drawing no. SEE SHEET 8 FOR ANCHORS so a• SEE SHEET 8 FOR ANCHORS / ` 6 2015 W10-31 �E > ALTERNATE TtiYO (2� TRACK DOOR DETAILS sheet'I�,�of�6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e U TYPICAL ANCHORS Lm�tljj M SEE ELEV. FOR SPACING o 1/2"MM. PANEL WIDTH z LOAD BEARING #10 X 1-1/4"SS PH SMS J7' PANEL WIDTH SHI G.1 1 PER CUP O o.Lo. J 1 r p, M2 L12.1 #8PER CUP SS FH SMS 10 ES D1.0. my� Qj U Pio 0 =__- ---- _ - _===--J. - Vp �•. 11 �. IL w E9 =i $� EB . E4 a D.LOINTERLOCK ASTRAGAL FIXED PANEL (REINFORCED) g M NOM.PANEL WEXTERIORIDTH N DOOR FRAME WIDTH c O 1M.1-- ! Fri I/1 4 /10,YWOOD BUCKS SEE NOTE SHEET 1 N o p?�M1tm 1/2' 8EARING K1 L1 Qry X10% 1-1/4'SS PH SMS 1/4'LW' C3 LOAD SHIM �o PANEL WIDTH 1 PER CLIP LOAD BEARING SHIM METAL g 1/2'MAX. STRUCTURE LOAD BEARING TYPICAL ANCHORS SEE ELEV. g8 X 3/4'SS FH SMS O D.LO. SHIM 1 PER CLIP FOR SPACING TYPICAL AN S _ TYPICAL ANCHORS FOR SPE Is AC G __ 0 meaucr krvww u FOR SPACING Wwk►Me Florid& c Na Eaptrf&Hee mw sq • m s� o bi • . • t:- w pox _ EXT. EXT. �y � R• • • • • • • •': DOOR FRAME WIDTH DOOR FRAME VADTH •i':-'�+•..*;L E*10TH• • • FIXED PANEL Eng..JAVAD AHMAD 28Y WOOD SUCK 1 OR FIA.PE700M WOOD STRUCTURE • •.• • ••• ••• ••• CAN. SEE NOTE SHEET 1 • • • • • • • • •• • • •• •• •• r YA Browing no. /FE 6 2015 W10-31 TWO (2) TRACK DOOR DETAILS sheet 12 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• y REFER TO SHEET t=VARIOUS SEE SHEET8 FOR ANCHORS INSTALLATION CONDo c� S EDGE DIST. 3 5/8' EDGE 3 3 5/8' 4 a EDGE DIST. 5/8' EDGE DIST. Q ;r, •.. I 0 Y � h ,.feI, •. ffi,r WEEP SIZE 1/4" We® E7 JJJ W 1 II MM II b N 0 1M.11 OPTIONAL z 0 SLANT SILL ADAPTORS m V)i 11 II oEcoRarnE to�C'l 0 p l v 2 SILL COVER W y oPT1oNAL d 0'�M x W a � zz� — g c)s3 I " 0 rW DUCTL.r 8/ I , Esa dSILL RISER E& READ.FOR LOADS c C g POURED&HARDENED ' ' ,I, QABOVE+80 PSF G g HIGH STRENGTH GROUT '1 NON-SHRINK.NON-NETALUC 11 " I SILL RISER C T'c-5000 PSI MIN. ® E8 REDD.FOR LOADS 11 z NOT BY CGI IlV SHEAR ® � ABOVE+00 PSFMUSti II Al E7 LOADS TO STRUCTURE D ,1 II 'oi e a w O O • ® • • O ted, w s$�>; eT W ; • ¢ • '02 • •• : ••: J N V • ....... ......... .... ..... ..•.. , ......... ... .... ..... Engr. RVAO AHIMD FIA PE 7Q5g2 ................. ...................... .. .. ... ..... .. ... ..... .... ..... iv s ..8.. .• •a. .�. a // D \ . �3 5/$°• 1 m '.•�°4�/g+�• I 3 f�I CON EDGE DIST. .s3 g�,: '.s. , 3 KSI CONC. EDGE DIST • (f/ . o y • • /j O • •• a • • • •• •• droving no. SEE SHEET 8 FOR ANCHORS ••• � +-6 2015 Vt110-31 FOUR (4) TRACK DOOR DETAILS FEB2 sheet 12.1of16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS �v SEE ELEV. FOR SPACING PANEL WIDTH M o 1/2'MAX• (j2 E6 1/4'MAX. Z E J LOAD BEARING LOAD BEARING METAL rQ W d' SHIM M154 dt L3 SHIM STRUCTURE F D.L.O. e, 4 Pj a TYPICAL ANCHORS SEE ELEV. p o,,ppp� V _ = FOR SPACING a a 0 N B M14AM16A O e g EXTERIOR OT E27 0 Lo EXTERIOR #10 X 1-1/4'SS PH SMS in 1 PER CUP .6 s DOOR FRAME WIDTH LZ 3 PER PANEL rn n$ 1X8 OR LARGER AT 18'FROM EACH END M2 WOOD BUCKS 1/2`MAX. AND AT MIDSPAN 1/4'MAX. O N M - LOAD BEARING 08 X 3/4'SS FH SMS LOAD BEARING METAL 0+ SHIM 1 PER CLIP SHIM STRUCTURE Fz z z EJ 1/2'Max. TYPICAL ANCHORS 0 t9 p S v LOAD BEARING SEE ELEV. TYPICAL ANCHORS U r SHIM FOR SPACING SEE ELEV. 0 0 0 FOR SPACING \ I tl TYPICAL ANC♦(RS SEE $$ FOR SPACI G tl y EEEEz3333 II - tl N �i •• ••• •• EXTERIOR • • •• u EXTERIOR tlwtmply � MKS CIVILErryr:JAVAD AM 1 Baldta�Codt • ••• • •• OR WIDTH AaePta� 7{-O6 Zy DOFRAME YAOTH FLA.PE J 70582 ro EtphatloY X538 � •• • • • • • • • i� 2X8 OR URGER WOOD BUCK • •• • • •• •• t !ti drOHing no. OR ••• • • �'S 2015 W 10-31 WOOD STRUCTURE FOUR (4444444) TRACK DOOR RETAILS sheett2.2ott8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y EXTERIOR MOUNTED POCKETED JAMB fv TYPICAL PAD PILE INSTALATION LOCATIOTYPIN AT 8'FROMTYPE& DSHAND ® `',r j £mW( 9'O.C.INTO WOOD/GONG./METAL AGG a -O.C. INTO BLOCK ONLY 1_1/8•MIN Q v 1-9/2'MIN. OEMBED 1-1/4'IAN. BLLACKCK E]ABED EDGE DIST. SEALANT 1-3/4"MIN.CONC. EMBED .12 C 1/8"IAN. METvi AL THICKNESS N BLACK E METAL I V IL i( 0 ag 0 ta S EXTERIOR N TYPICAL AT PANEL 4 CORNERS g 1 to 0 OOww N o POCKET CAVITY NOT BY CGI 111 u1 O1 NOT PART OF THIS NOA 3 N M TO BE REVIEWED BY AHJ d Q 3 M C) m R 0 DOOR FRAME WIDTH PkUDUtT kKVWED z NOM.PANEL WIDTH as FTorld, 2 ••• ®� �4 � 0 �� • •• m � O O O o•�g� • o=o OO QO O O O :((:: Er."VAO M*" '.:'." ..... FIA.PELFF 70592 • •• • •• •• • a j#,, drowV*tng no. EXTERIOR =.Edi 20 W10-31 shoat 13 of 16 0:8•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.340 4.735 5.921 1.340 9� 120 /p .675 ��• 4Y 1 .070 .070 � o .860 .847 21 .847 .995 .050 .975 .995 .0505 9 j 1.250 3.255 1.184 1.184 Fes- 3.255 Q� 4.250 4.250 a¢ U E3 FRAME HEAD (2 TRACK) Q FRAME HEAD (3 TRACK) •070 Q .070 �G=J.EJGtI GLAZING BEAD GLAZING BEAD L-L-0-il IAM.CLASS INSLA.IAM.GLASS a pF 4.735 5.921 .895 .995 V U r O .070 .070 1.508 1.186 d 8� 815 21 gp gig t�250 E7 TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) 3.000 .725 •065 '�4 FI .060 1.831 3.000 '7 ?� 965 1.601 o7o LL s 0 070 ,126 Z A56-1YL eeelll a•t ALT. FRAME HEAD (2 TRACK] 13.1 ALT. FRAME HEAD (3 TRACK) 1.490 1.415 M2 FIX. PANEL CLIP 1.490 1.415 0 3.000 120 o .075 .075 2.005 2.005 EXTERIOR INTERLOCK (OPTIONAL) .070 2.600 2.600 .070 1.366 .070 E8 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) .640 .753 2.755 $r+Wt 1� 3.000 .265 .125 3.000 Q p .995 &i 4.735 5.921 --�L .095 O .095 � F N o Et FRAME SILL (2 TRACK) FRAME SIU SILL RISER (OPTIONAL) 1.870(3 TRACK) 1.770 '415 1.610 1.770 A80 1.415 {$ 0 M .060 3.188 3.572 Z Z j �N .075 .075 2.005 .070 .070 2.005 + .070 2.600 .070 2.600 1.625 V C) � O INTERIOR INTERLOCK •582 INTERIOR INTERLOCK (OPTIONAL) 6 .40 .9120 •�- 1.255 1.186 2.120 2•005 572 r W--4.735 5.821 .995 1® ® 4 POCKET HOOK ASTRAGAL(OPTIONAL) .741 c $tttg333 Et.1 ALT. FRAME SILL (2 TRACK) 71• ALT. FRAME SILL (3 TRACK) 1,g� 060 1.831 .625 2591 u 3.341 m o 3.750 3.750 .158 3.750 1.920 .062 z e 2.755 2.670 .155 3.000 .155 .125 o•1pS^� • • • • •• • • • • • • • .625 •• S��4 070 • 1.8�f1• ••• • �tIOR INTERLOCK 070 625 E c 1.610 • • • • • • • • • 3.510 • • • •• • • •• 3.510 SILL COVER(OPTIONAL) �'t SILL RISER (OPTIONAL) o 3572 R t �1.825� 1 1.600 .8700 �� 1.600 1.870 .000 0, 125 CML FM PE CAN.13578 2 R(iEJO{I(i i' FleHdc M }. ••• 1.310 BYIdb • • • • �` C • • • 1 •-� O i • • • • 2.005 2.005 til :• ••• • :• :• 2�& / `•1,_ drawing no. t E23 / ggD2015 W10-31 ait M1tM0 Eta OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE INTERLOCK REINFORCING OOUTER TRACK ASTRAGAL (OPTIONAL) sheet�4of 18 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CODE PART No. DESCRIPTION MATERIAL MANUP. REMARKS -moi 1.375 S10 �� V E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CG1 EXTRUDER - I �'0� 1 E1.1 CGI-150 ALT.FRAME SILL 2 TRACK 6063-T6 60 _ CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 63-T6 CGI EXTRUDER - 1.650 260 �. E3 CM-186 FRAME HEAD 2 TRACK 6053-T6 CGI EXTRUDER - Ell CGI-152 ALT.FRAME HEAD 2 TRACK 6083-TS GO[EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - 4.765 065 2 FRAME HEAD COVER Q� g a7`�jg(yl f ES CGI-154 INTERIOR INTERLOCK 6053-T6 CGI EXTRUDER - .080 1.621 .640 Q +i ES CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - a E7 CGI-156 TOP&BOTTOM HORIZ 6063-16 COI EXTRUDER - EB CGI-157 SRL RISER 6063-T6 CGI EXTRUDER - .344J (ggq�rrr 00 ,T,ng{ E&I CGI-181 ALT.SILLRISER(OPTIONAL) 6063-T6 CGI EXTRUDER - y y Ij m g ESI CGI-158 ASTRAGAL. 6063-T6 CGI EXTRUDER - .825 v D.Q 49 LENGTH FRAME IR. 87 6053-T6 CGI EXTRUDER - ( FRAME JAMB (2 TRACK) E10 CGI-159 INTERLOCK REINFORCING = - FRAME SILL COVER O E11 _ CGI-182 FRAME SILL 3 TRACK 8083-78 CGI EXTRUDER _ - 243 a �- E11.1 I CGI-160 ALT.FRAME SILL 3 TRACK 6083-T8 CGI EXTRUDER - 1.375 {L 2 £ E12 CGI-181 FRAME JAMB 3 TRACK 8063-T6 CGI EXTRUDER - 1 E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CG1 EXTRUDER E13.1 CGI-162 ALT.FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - 1.620 E14 C01-188 OUTER-TRACK ASTRAGAL 6063-76 CGI EXTRUDER - m E15 OGI-170 POCKET HOOK 6083-T8 CGI EXTRUDER - CIO CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CIA EXTRUDER - FRAME JAMB COVER g E17 CGI-123 1'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - 5.951 .080 1.620 g V,) E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - .065 EIQ CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - 3 0 w E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGl EXTRUDER - .5451.620 2 a q) E21 CGI-156A TOP&BOTTOM How (OPTIONAL) 8083-T8 CGI EXTRUDER - 090 E22 CGI-155A ASTRAGAL _ N o (OPTIONAL) 60&3-TB CGI EXTRUDER � N 0�� E23 CGI-188A OUTER-TRACK ASTRAQAL(OPTIONAL) 6063-Te CGI EXTRUDER - I �' O N M M E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRWER - .625 d C1�J m E25 CGI-184 2&3 TRACK FRAME SILL SCREW COVER 6083-T8 CGI EXTRUDER - Z LL m FRAME JAMB (3 TRACK) ��iii... 3 0 - E26 CGI-187 2&3 TRACK FRAME HEAD SCREW COVER 6063-75 CGI EXTRUDER - 0- E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6083-T5 001 EXTRUDER - U O { E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - 0 E29 CGI-1029 FRAME SILL 4 TRACK 6063-TS CGI EXTRUDER E30 CG1-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - f7M1WICf.kYVIbED M1 CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC wif61§eFlortdc M2 CGI-1710 FIXED PANEL CUP(2-1/2'LONG) 6083-T5 - 3®FIXED PANEL AmM4•aNa Q 2 M3 CGI-173 FIXED PANEL SHIMNYLON - 2 PER I=PANEL pa, MID CCI-176 FRAME HEAD ANlTUFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOGK/ASTR. t(iti �, �4 o gg 8q M71 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - 8:S M12 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN - �6 M13 TA-5I-PRS-150-C2SS TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL LOCK: M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PSOt-0036-117 DUAL MORTISE LOCK •• ••• • • ST/ • ATTACHED TO MISA DUAL LOCK SYSTEM R 'SULLIVAN'BOOMR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM 0 M15 SGD-507 KEEPER tiNce • 45U C 5A SGO-507N KEEPER • •• • • im; • OCKS MRECESSED ST.W/2 01OX3/4'PH ZINC ADAPT R (PART #SGDPART #SGD-500) ( M1503) (PS01 0036-117) S� - M16 SGD-503 RECESSED ADAPTOR • • ZINL• • • SUAWAN INST.W/2 1)10X3/4'FH ZINC HANDLE SET (PART #SM5500) & (PART #SM230, o M16A PSOI-0036-117 RECESSED ADAPTOR ZINC 1ARLOM W.W/2 flOX3/4'FTS ZINC KEEPER (PART #SGO--507) (PART #SGD-507N) M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS Engr.JAVAD ARM r M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN FLA.PE 11L - 0592 n M79 SCS2000 SILPRUF SEALANT —%— ••• "• - CAN. g } . M20 CGI-177 PANEL TOP&BOTTOM DUST PILE • • • • IYQQL AN EQUIV. 4 PER PANEL 1121 CGI-174 HEAD AND SILL SMALL PILE PAD • ULRRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL M22 .1 175 SILL INTERLOCK PILE PAO ••• • W&OL I UVTRAFAB VEQUtV. f S2 - J10 X 1 1/$LG.PHL.PH.SMS. 5T/ST.ASSEMBLY SCREW - -' 2 OR 3 PER CORNER VB W10-31 2"5 2018 sh6et 15 oT 16 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • a 7.750 U 080 A o .925 •�7 1.250 ,(� Q $ a U E26 FRAME HEAD (4 TRACK) � h O&QQ .060 / p a!•a 2.600 .753 a a � 7.730 J m E29 FRAME SILL (4 TRACK) Q `j S m n 1.375 FRAME TOP CORNER r 4 TRACK SHOW' 0 1.620 yy LL N o to N^m N 0 V) 1.820 ZZ4„ 7.750 $O 1.62 0 .00 .095 1.620 / S2 nwOucf"Vla¢o Om z / u mmpiylag Mih 16e Flar10� Reldtag Cak, ro z�$� O .625 FRAME JAMB (4 TRACK) 6cpIRNonom 4/»/ C •• ••• • • • • • pig^�� Engr.JAVAD AHMAD ML l m FLA.PE 8592 7S • ••• • ••• • g R W. 000 •• • ••• • • • • • • • • f� �� Browing no. • •• ••• .•• •• •• F ••• • • • FRAMEHCORNER C�2ZA15 aOMovx4 W10-31 ahaet 15.1af�6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iQ q/ v s2 Ali o 3 Al. / vi 8o LL�� N _ 01 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER N 1WERED BEAD CORNER(TYPICAL) V) 00 �No 4 O S2 a a �mm •• ••• • ••• / quo o''� •• • ••• •• •• Kel10007kkVWLD PANEL TOPMOTTOM CORNER00 09* • • • • • .Tyy�N SQUARE BEAD CORNER(OPTIONAL) e.•0•�1r°III`,... Z ?1�' DS' JAVAALAti4�fSl 1 ,� a FIA.PET, 70 992 c{ �+ ... ... ... ... C�4K , FRAME BOTTOM CORNER • • • rFRAME B(fTTOM CORNER . 3 TRACK SHOWN ••• • • ••2 TRICK SHOWN • • ` �� • •• • • 0• • •• • f,r p ` r;7141 ••• sheet 16 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • , MIAMI•DADE MIAMI-DADE COUNTY 8 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamtdade.eovleconom� CGI Windows&Doors,Inc. 10100 N.W.25'° Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such If 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,a n esigned to comply wi 'lding Code, including the High V urrtc ei DESCRIPTIO : Seines"160Sentinel" uminum Outswing glazed Doors w/wo Sidelites-LNII APPROVAL DO a " 'es 160 Sentinel Outswing Doors",shee p hru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and lastrevisedon G 05,.P.0 15, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with,the Notice of Acceptance number and ex ' by the Mia Product Control Section. MISSILE IMPACT RAT :Large and Small Missile Impact Limitations: " 1. See Design Pressure ratings sI m s eets 1&2,single sidelite ib sheft2 and door mullion••.-. in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the ntie asseb ••• • 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 logor city,state,and Series atid•••; ...... following statement: "Miami-Dade County Product Control Approved",noted herein. 0000 ••••• RENEWAL of this NOA shall be considered after a renewal application has been filed,;j4* ;re has.6dw?iao chaflgQ* 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 arrevlsion or cfhaage in the....:. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an Lidoftment bf any produet. • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply WTii bny section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises#13-0226.06 consists of this page 1 and evidence pages E-1&E-2,as well,as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-1015.04 MIAMI. WE COUNTY Expiration Date: August 08,2018 ••e e Approval Date: August 13;2015 Pago 1 ��l 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 thra 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. B. TESTS(submitted under file 913-0226.06) 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 FBClast Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 ad on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 and-2009. s 9 :•••:• . .goes . 9 . e D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources TMI. 6 •••••• .6969. E. MATERIAL CERTIFICATIONS Sege • • •": 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemAx&*Co.,Me.Mt.their..Goo "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. s000000 Osseo 2. Notice of Acceptance No. 12-1231.10 issued to Eastman ChemicalCoEn*any(MAJ'folmer '••': Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21'/1:6. . • ••0*: 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical CpmV ny(MAJ Tbh'her. •• • Solutia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayer v/PET core":epirmg on • 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(511 Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&#12-0553, dated 04/25/12 approved by RER. IU(--A� lshaq 1.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 /• 72- y�U ODOR FRAME WIDTH ODOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 2 ANCHORS QUANTITY CHART +� 6"MAX. 3. TYPE'A','B'OR Cl' SEE CHART FOR QUANTITY Z B' ANCHOR TYPE HEAD/SILL AT STILE ENDS CO f/sE 1R�S SHIM 'A• IS. C. 0 CORNERS q A 1/4' 4 4 4 1" a 1 `1 1 3/B' 6 6 B ^ -41 -_1Lf I / LTL_ �Q Itl � , x� raoDucrTTEv>HEo � _ \m \°. LOCK OPTIONS �u/itarq>�.t•Rh1MF1oei0t , SEE SHEET'8 t =___ � /y�j��ir.M• IY'••�dl$•O� O N 777 ,0 11 I 11 m II I ��• II SIS.•- All Qin o SERIES SENTINEL 180� z ACTIVE I ACTIVE 1 1— ALUMINUM OUTSWING DOOR T9/ SIDELITE5 I APPROVAL APPLIES TO SINGLE ())AND DOUBLE (XX) LEAF DOORS :-a:WITH OR WITHOUT SIDEUTES. 25 B B SIDE LITE$ CAN BE ON ONE OR 130TH SIDES OF DOOR.SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES.$ 23 1/2" tO 23 1/2" 23 1/2" SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES.D.L 0 ANCHORS D.L.OPG. D.L OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. E B 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDEUTE OR MULLION CAPACITY -----------—-- STILE ENDS TYPE'B' FALSE MUNTWS � - AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). $R 8 DOOR OPTIONS 1BY OR 2LTY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 2 12 R TRANSFER LOADS TO THE STRUCTURE. o g i DOORS LOAD CAPACITY—PSS DOORS LOAD CAPACITY—PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS (X) DOUBLE(X1n EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR ON& LAM. or INSUL-LAM. DOOR DIMS. LAM.or INSUL--LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL FRAME LEAF FRAME FRAME LFAF FRAME c nam m FJCT.+ IM.(-) EXT.(+) INT.(-) c m� ^• WIDTH WIDTH MIGHT ( > •• ••• • • WIpTH •WILWI HT o 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 37-1/4' 35" Be 80 1 tK) ••i •72• • 3- 96" 80 80 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO ,o 4 m$. NOTE: • ••• • • • • ••• • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGR�*uMpe4NS•VjVE Q{IIR� ••• OF CURRENT FLORIDA BLDG.CODE no JA NOTE: YAD AHRM FLUSH BOLTS AND LOCKS MUST BE GRIL FlA.PE/7.692 0 - ENGAGED TO HERO SILL DURIBNG DOOR D.L.O. DIMS. e PERIODS RRI �WARMN�. • • • •*.[Le;AGHT- FRAME HEIGHT — 12.875" 1 JCA• •D.L.O.0110TH (X DOORS) FRAME WIDTH — 13.75" 21NOTE: •• • • • • • •D.LO.4MDTH (XX DOORS) _ (FRAME WIDTH — 25)/2 CLASS CAPACITIES ON THIS SHEET ARE • •• ••• •• •• •• drawing no. ••• • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DOORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. Wl3-0� DECLARATORY STATEMENT DCA05—DEC-219 I SHUTTERS ARE NOT REQUIRED. shoat 1 of t i •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37-1/4" 72" 0 DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 2 ANCHORS QUANTITY CHART 8'MAX. TYPE'A'. 'e'OR'C' e"MAX. SEE CHART FOR QUANTITY ANCHOR TYPE P ti HEAD/SILL /Y 3 AT STILE ENDS HEAD/SILL 3" 6" 3' SHIM 'A' 'B' 'C' O 1- A -- F— 1/4" 4 4 4 0 i I 1 3/8" 6 8 8 p /1 /1 I� 1/2" 7 7 - 0 a o qI p o �a I� aZttl�S I it �x o EK OPTIONS I SSEE,E SHEET 9 1 �T,yL' 47 \�g5 11 L ��• I 11 \ � � � L1--. 11 / w iii j IHI/ PRODUCFREVISEO wwj IF duetheFbdde qj Code F-N. i AtaW.iCe . O/ "D T VI Ns�� Z ACTIVE I ACTNE 1 1— I W oli 1 b B --- B o 23 1/Y m 23 1/2" 23 1/2" g D.L OPG. 2 ANCHORS O.L.OPG. D.L.OPG. TYPE'� 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'B' FALSE MUNnNS AT STILE ENDS MAY BE USED cg��g A 0 F G TYPICAL ELEVATION FOR 3 HINGE DOOR m R w X) xx NOTE: SEE SHEET 1 FOR DOOR CAPACITIES cm•-•;rte • •• • • • • ••• • •• ••• •• • • • •• n E^9r•JAVAD .t FLA. CAPNE.'3930 B2 O • •.• . ••. 9:0 .•• y 9 • • • • . • ••• • • • • • • • drawing no. • •• • •• •• •• W13-01 A G 0 5 2015 sheet 2 of 11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 144'MAX �LL1�V O 37 1/8' 36' 72° 36' SEE CHART FOR QUANTITY SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELIT WID Z HEAD ANCHORS C 6"MAX 6"11Att 3" 3. AT STILE&MULtEON ENDS HEAD/SIU. F FIFAD/SILL F A - QUANTITY CHART F o CORNERS �_ - ANCHOR TYPE g CORNERS I I I SHIM A, 'B' 'C Q u 1/4' 4 4 4 a 0 LL 3/8" 6 8 8 4a4 a 1/2" 7 I H H H ' Y /� LOCK ONS I bT� I� FASTENERS SAME LOCATIONS O o \o ��. SEE 5 9 I . ✓ _ AS ANCHORS SHOWN ON SHEETS 1 &2 N m 24It I 11 II ; I N N \ 0: \ i ii/ ii ca O�i L n u O Q n m ACTIVE _ WAC1ME - O�3 M I I { I Zz� . B 'yo_R 31 1/8' 31 1/8" 23 1/2° 23 1/2° 31 1/8" D.L OPG. D.L OPG. D /I .L.OPG. D.L.OPG. D.L OPG. O SURFACE APPUEO DESIGN LOAD CAPACITY -PSF 4 ANCHORS FALSE MUNTINS SIDEUTE FRAME STATIONARY PANEL(0) MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION AT SOLE AND ` WIDTH HEIGHT (SEE NOTE BELOW) 0 ) ( OXXO MULLION ENDS e+a INCHES INCHES EXL(+) INT.(-) IRODUCf REVISED c H 24 60.0 80.0 SMELITE OPTIONS r� >ZwRYIfieFToAdL ousCmd. r- IK ro YS 30 80.0 80.0 r.Wf Aat,�e N.1 -lots,-0fi 33 84 80.0 80.0 R4h+dw Dale_ 38 80. 80. ,µ ��Ca•Uol 37-1/8 77,86 77.6639 73.8 rA o19:� 42 66.8 68.8 ••• ••• • • ••• • • ••• SIDEUTE D.L.O. DIMS. a S • • •• • • • • • D.L.O. HEIGHT FRAME HEIGHT - 12.875" 24 80.0 60.0 • •• • • • • ••• • ��am uo 30 80.0 80A • • • • • • • • • D. WIDTH SIDELITE WIDTH - 6' STAND ALONE SIDELRE ONLY •• ••• •• • • • •• D.L.O.WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 90 50.0 80.0 b o 36 80.0 80.0 Engr.JAVAD AHMADCmL °e 37-1/8 77.6 77.6 • ••• • -•• ••• ••• FLA.PE N 70882 0 39 73.8 73b • • • • • • • • h 24 80.0 BOA • • • • • 1 - 30 60.0 80.0 • U •• • • •• •• •• �11 0,5 drawing no. 33 36 96 80.0 80.0 800 80.0 ••• • • • • • W13-01 37-1/8 77.8 77.6 Sheol 3 Of T • • • • • Or • • • •• •• • • • •• •• ••• • • • ••• • • (� V DESIGN LOAD CAPACITY -PSF DOOR DOOR DOOR DOOR 831� DOOR ISIDEM FRAME STDEUTE SNELDE FRAh1E SIDEUTE FRAME SIDELRE FRAME c SIDf1ITE LEAF FRAME SmELl7E TO DOOR MULLION WIDTH ` WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH `WIDTH oln WIDTH WIDTH HEIGHT (SEE NOTE BELOW) O j INCHES INCHES INCHES ExL(+) INT.(-) 24 80.0 80.0 H H / H C / \C 30 80.D 80.0 0 a /%% f % 33 35 84 80.0 80.0 O /� •;i �i �i '�i (�aj ♦„4 36 80.0 80.0 Lu 37-1/8 77.8 77.6 73.8 73J3 \ / O a 39 \ \ H 42 68.6 68.6 24 80.0 80.0 3D 80.0 80.0 xo) --�oxo) -' (xox)` a0 33 35 90 80.0 80.0 OX) 36 80.0 80.0 37-1/8 77.6 77.6 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH 24 80.0 80.0 30 80.0 80.0 33 35 96 80.0 80.0 H J /E \C H J E \ H 36 80.0 BO.O 37-1/8 77.8 77.6 = % % !: % i / •/ W$ to 0 111111��N x NNn MULLION OX% DOOR STILE ' (OxXO) 0 t7 END ANCHORS OXO END ANCHORS PWDUC P REVISED 3 m O O SEE SHEET 3 SEE SHEET 1 is 88ftP,*g v11h Ok fb jh An:.e Noo-s� LiBbbtfen Dain o SSI, C m t1i4f aU Coy �^ t LEAF WIDTH S �u I` SIDELRE WIDTH DOOR FRAME WIDTH 7$f ry of SINGLE(X)37'MAX. °f5 R DOUBLE(XX)7e MAX. E SMELITE TO DOOR •• ••• • • • • • •• NOTE: INSTRUCTIONS: • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE w g g • • •• • • • • • USE CHARTS As FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• •: : : : : :•` •• AND FLORIDA BUILDING COMMISSION 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM •• 000 •• • • • • DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. n_ b 2. SELECT LOWER OF SIDEUTE TO DOOR MULLION Ew.WAD CML M � 1u CAPACITY FROM TABLE ABOVE pp 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY • ••• • ••• ••• ••• FLA3838582 \ TO ENTIRE SYSTEM. • • • • • • • • •• • • • • • • • C� • •• • • •• •• •• ••• • • • • • )n" drowiRg no. ' she6t 4 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R 01 0b .1LL �a ez n40 3/16'TEMPEREO GLASS vM 3/8'AIR SPACE I. 3/16`ANN.GLASS 3/18"HEAT STREN'D GLASS 3/18'ANNEALED GLASS Wz J� z .075"Soflex CP With PET Core .075'Saflex CP With PET Gore .075"Saflex CP With PET Core a W By'Eastman Chemical Co: By'Eastman Chemical Co.' By'Eastman Chemical Ca' 090'Soflex Clear And Color Gloss 090'SaBwt Clear And Color Glcss090'Sollex Clear And Color Glass INTERLAYERS By'Eastman Chemical Co.' INTERtAYERS By'Eastman Chemical Co.' INTERLAYERS I''Eastman Chemical Co: g 090"Kuroroy Senb)Qas .090'Kuroroy SentryGlas 090'Kuroroy SontryGlas By'Kuraray Americo,Ina' By'Kurcray America,Inc.' By'Kuroroy Americo,Inc.' 090"Kuroroy Butocite PV13 090"Kurcray Butactte PVB .090'Kuroroy ButocRe PYB N By•Kuraray America,Inc.' By'Kurcray Americo,Inc. By'Kuroroy Americo,Inc.' o� 3/16"ANN. GLASS 3/18'HEAT STREN'0 GLASS 3/16•HEAT SIREWD GLASS 4 SILICONE SILICONE SIlCONE Dqj DOW CORNING 995 DOW CORNING 995 DOW CORNING 885 0 GE—CORNING 899 DOW CORNING 899 DO CORNING 899 io�plyNs Wilk the Flor14 r m GE-1200 GE-1200 GE-1200 MaYl9{CO& Q.�n Date "0l r0 '� 0 Bi M 14 II \ <Fy !� \ . L< ZZC� o, ' XL EDGE SPACER OST. R STEEL BY•CARDINAL' ORRASEAL BY'OUANE)V SUPER SPACER BY'QUANEW ppptt{ 28 AT 1 28 AT 1/4 POINTS 28 AT 1/4 POINTS ON R 7/18" LAM CLASS 7/18" LAM, GLASS V OVERALL INSUL LAM. GLASS c GLAZING OPTIONS cm^=am •• ••• • • • • • •• 00� • • • • • • • • • a 999 Enlift JAYAD"AAD •s e CML RAP 8 70582 y • ••• • ••• ••• ••• C'A' 93 38 $ • •i �• • • • • i• • • �•• :0 . drowio ••• • • • W13-01 Sna•t s ar t t . • . . . . • • • . 10:. •• •• • . • •• •• 0 . . . ... . . 18Y WOOD BUCK 23Y WOOD BUCK (� U $ EDGE DIST. TYPICAL ANCHORS EDC DIST.; OR 1r o SEE ELEVATIONS SEE OTE SHEET 1 - WOOD STRUCTURE METAL IO M • q• FOR SPACING �.`ONC�R '�:. SEE NOTE SHEET 1 'STRUCTURE "' °• -' <d EDGE EDGE DIST. CONCRETE. O }� a � Z Z 1 1 1 I i N Tv ut m a 98 S r 1 I I 21 TYPICAL ANCHORS TYPICALg \ SEE ELEVATIANCHOTYPICAL NS �' > SEE ELEVATIONS SEE ELEVATIONANCHOS FOR SPACING O h f 1 Q a0 I FOR SPACING FOR SPACING I v I I jam____________ .=_-i� �. 8 1 1 I I I�MWJI—DADS CWNIY APPROVED I1 �AN 1COPPED MULLION III SEE SEPARATE NOA IL WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS II II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i�--------- AND _______AND TRANSFER THEM TO THE BUILDING STRUCTURE. --- ..{ 3! N I! 26 _ CHOR ' SEE ELEV.FOR ING S TYPE ' — " U. U ' C ' 7 KSI,Fj 155 KSI) ENT TYPICAL ANCHORS o SEE ELEVATIONS p r INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACINGi"iJ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a P THRU 1 BY BUCKS INTO CONIC. OR MASONRY 0 LC Oa 1--3/4" MiN. EM /SIL �- N=a C-4 LJw " BED INTO CONC. OR MASO AMBS) B:: o" M y TYPEB'- ],/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI.F 155 KSI z z iA r 30_ DIRECTLY INTO CONC. OR MASONRY i 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIUC E RIEVISFA O TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) mcmPIYWSwHbThe Fbd& 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 w�c o :0L/ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) r�---rt ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) lmdllHCabe1 ° B (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c T� S 1 1 I I H 8 1 1 I i TYPICAL EDGE OiSTANCE I I I 1 11 I I INTO CONCRETE AND MASONRY = 2-1/2" MIN. O �� i INTO WOOD STRUCTURE = 1" MIN, c• " B *M MRTAL STRLOCTURE =E/46 MINI• 3° }k 23 1 i I ' 21 12 •Jt00D ATj .,,ti J&&:"Owe w. c a m to 0 I CQNCRETE•AT*MO. BILL®R MM Pc d 3000 PSI MIN. a •E-ilo"LOW/mm BLOCK AT JWEFJsi'm - 2000 PSI MIN. n Engr.JAVAD MUM 221 0 1 ANCHORS MAY BE HEX OR FLAT HEAD. L 7 b FLA.PC 70582 o ro <I> • ••• • ••• ••• ••• CAN. 35 �• %NG$ETe° :i a : d.a a • • SEIiLANTS• • • • • ° ANCHORS• •••ALL•J IO NiS AND FRAME CONNEGIIONS SEALED WITH O EDGE DIST. SEE I ELEVATIONS O ••i GE-ES2000•`tON�SEALANT.:• :• 6 Zd1 drowln no.9 FOR SPACING DOOR DETAILS W13-01 sheat 6 0(11 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU 8 3/SHIM © O 3/SHIM Q 0 1BY WOOD BUCK SEE NOTE SHEEP 1 la ACTIVE LEAF '. p• G o� °�• ` TYPICAL ANCHORS Qi U SEE ELEV. a�j TYPICAL SEEV. 21 ELEV. r•a• FOR SPACING FOR SPACING ; M1 7 18 7 19 '. FWDUCF REVISED 29 0.4 OPG. ,�:;•'.•.,•, �eoaplTigwRY lit FbrW METAL zs9 EXTERIOR AWArka"`N`N Date��g�� o STRUCTURE LEAF WIDTH 3 POINT LOCK ��'PT�T'� WITH DEAD BOLT DOOR FRAME WIDTH SEE SHEET 9 I�rid 11re P Cabd g� n 8 0 ca O 3/B'MAX. 3/8'kIAX' O O 3 POINT LOCK SHIM SHI►(. C E � E�Er BOLT OR WOOD BUCK $ a M F WOOD STRUCTURE CONCRETE 2 FLUSH BOLT SEE NOTE SHEET 1 3 MASONRY'. ACTIVE LEAF INACTIVE LEAF 0 24 16 o g v TYPICALANCHORS 22 5 SEE ELEM•y., 19 - U FOR SPACIN1i: O 8 •;:.:.•.' TYFIM ANCHORS XTERIOR ig rFl FOR D.L.OPG. 7 7 7SEE ELEV. 18 D.L.OPG. SPACING EAF E LEAF WIDTH LY M wI • •• 0 ��an &,r JAYADLAHMAD ,�.�, CIVI �CAPEE 070582 S n • • • • • • • • •00 • • • • • • • •• • • •• •• •• drawing no. A 062015 W13-01 DOOR DETAIIS Sheet 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ��We SEE ELEVATIONS M FOR SPACING •�CONCRETE. � .CONCREY2..' Q Q OU a� O 12 13 O�h� 3 0 N m II 28 MATING JAMB FASTENERS � m SHIM . g 2 FOR LOCATIONS z 'r 'I CONCRETE- 17 19 SEE DOOR JAMB SPACING K ON SHEETS 1 &2 R_ ..,• 0 w I MASONRY•. O W I . o� O .y-�• �^ a! N M C33M Ift ___ _>_ 1 ; 8 :a4•.� V O� y EXTERIOR o 11 I 4 26 D.L. OPG. LEAF WIDTH n, SIDELITE WIDTH DOOR FRAME WIDTH 26 37MAX.SINGLE(X) 1 72•MAX.DOUBLE()(X) c 8R 8 d FRAME WIDTH TIPICAI.ANCHORS IV LOWL SEE ELEV. LAFPLY ►acoucrR FOR SING BEFORE SEALANT Ra att eM Floral g 3 AarptNre Ne/ 0/ •OY M a m Ey�MoNr•41 'm g • I TES R�H�d 1=1 "*S* STRUCTURE AT JAMBS M 3/8' M►a��`11+4 • CwW amus Engr.JAADAHMAD q a \ FLA.PEIt 70592 o n • • •t• • ••• ••• ••• CAN 5 � R CONCRETE; .' V • ,° �. • • • • • • • 0 • o ° • •• • • •t •• •s 205 drawing n0. �-•o EDGE DIST. TPIGAL ANCHORS ••• • • • • . W 13-01 SEE ELEVA'RONS SIDELITE DETAILS FOR SPACING sheet S of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS z J ml PART Ha I DE"To Mum mu. t&BPRttS ITEM B cam PART Ha DESWPw RATERIAL MAHUF. REHARNS o 1 CGI-189 FRRAE IO:AAD AND SLLL 6063-T6 CGI EXTRIIICR 21 818 XC-1947GA TKET ARESBURY DR EOUIV r � 2 CGI-190 FRARE JANE 6063-T6 CrJ EXTRUDER 22 H6 32084 .350 FOAB GASFOAH ABESBIRY QQ FOUIV �CZ 3 CGI-196 SI BJM BEAD AND SILL 6063-T6 CGI EMBER 23 R3 V333207G .187 x 320 VEA7N)7(STRIP PILE V/CENTER FIN VOIX.' ULTBAFAS DR EOU1V 4 CGI-197 FREE SIAHDA'G SIOELITE JAMB 6063-T6 C51 Dam= 24 RB V3MDIG d87 X.900 HO PILE V•S OPING V®.V/FIN ILTRAMS OR EONV 5 CGI-198 BATING MMnE JAS 6063-76 CGI EXTRUDER 23 H9 DFIM-8 - UM<4 1/2'X 49 ALWBm -=GH 6 CGI-193 PANEL W AND MEN RAIL 6063-76. CGI EXiRBDER 25A Im A8800-US32D KM C4 1/Y X 49 BRASS RACER p 7 E14 CGI-194 PAHM VERTICAL STILE 6063-T6 CGI cam= 258 H11 AB800-US3 HDME(4 V2'X 4') S/S HAUER iI2- /2 C CGI-199 SHEAR ELOIX 6063-T6 CGI EXTRUDER 26 R4 CGI-3MV MAM BEAD MU V8M ca-=wi CG1-191 FRAME RM AND SDA CREW COVER 6063-73 CGI EXIRUOER 27 H7 3/8'-16 FULLY THREADED R®-SECUtiED VM 3/8'HEX HJT ZOIC PLATED ��W tC CGI-192 mm HEAD W SDA SLANTED SCREV COYER 6=-75 CG1 Dalin 28 - SETTING TOADC(2 PER UTE)CGI-121 7AV GASS GLAZING BEAD 6063-TS CW EXrRIOER LL CGI-123 1'GLASS GLAZING HEAD 6063-15 CGT EXTRUDER cm-m0 SWM&M PLATE 6D63-T6 ca EXTRuoER NOTE• ITEM NUMBERS 8 10& 71 CGI-195 ASTRAGA3-75 CGI-S08 SCREV MVER 6063-15 CM E%MW m LOCKING HARDWARE PART Nn DOWPTm MUM war, REum '^ CM-4='L3 POINT LODE ASSDO)LY!ACTIVE LMco-VAT N USED 1D&L wrm w CGI-Im4 FLUMMT ASSEMBLY @!ACTIVE LEAF) CGI-DIS1(N USO BY ALL OPT= O Lu Vi ,t OPTIM 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDVIN O( LL 5455 FD EUWD LEVER ONACRVE LEAF) BALDYW OPTIONAL 5yj 8231 DEAEMT CRUM LEAF) BAI.DYlN N inm 2 JD60 DEADBOLT(ACTIVE LEAF) DEXTER BY SDG M'� 3M JJ10OR6 T05 ACTIVE(EVER tACr1VE LEAF) DEM BY SCK 0 JIO lom m"LEVER ONACTIVE LEAF) DDW BY SCR DPTMK Z Zof UMM 3 062410 OF'ADffiB.T(ACTIVE LEAH COPPER CrAn IRODUCIrREVNFA 0 ,'+S BL22m ACTIVE LEVER(ACTIVE LEAF) Ewa MR P kwlth 16e DTntM6 o— m2m ow LEVER maTmE LEAT3 DD9'FR CREEX OP719NA1. A No ^ Date cil SCREWS ITER F PART Na msmvm RD= 0 yy 18 O 14 X 3/4'NDI HEAD TERS-H0.I.ION MACHIENT B 19 16 X V2'PAH HEAD SMS-ASTRAGAL ATTWOM f2'FRD4 an m 1 10 X I I/4'PH SHS-ASSDDLY 3 PER Con o • • • • • • • • • H 1E&9 • •• • • • • ••• • Engr.JAVAD AN" 0 CML L RA.PE VOM a vi • ••• • ••• ••• ••• Com' 35 • •• • • •• •• •• 015 drawing Do. ••• • • • • • W13-01 sheet 9 of 11 • • • • • • • • • • ••• • • • ••• • • U O M Assanblq Ut Assanblq f� tWmga Awry. o Wtage Assq O h gin i n Red Rad W a Bdi 1— o Hsusma 4 N f10 s 3/4'PH 91S fffllliii a o Flwbbalt t R➢ a o OL o. Cameocon sbw ° w IUon Reed O N o Cfmd dbdl `$ 1.11 T-201. 0edt Assq N=t�. 0�M o / ►RODUC f REYI9ED Z z �° wmPlA"wilh the Flor.& wYin cede. 9 0� C� 6 W►kM4•Mr � U.—g TaDPe Flan Admatm N►al that Ca•bd esw Mp ° TOP SECTION SHOWN (BOTTOM SIMILAR) o c ° Flushbolts(Inactive Panel) 09122 Top&Bottom •• ••• • • • • • •• `om +t9 • • •• • • • • g • •• • • • ••• • Engr.JAVAD �S •' p cift RA.PE$ 2 • c 33 • ••• • ••• ••• ••• ad's j$ h 00• • • • • • • '� 8 sti • •• • • •• •• •• G 0 5 Browing no. CGI CUSTOM W13-01 3—POINT LOCK sheat 9.lof 11 ••• • • • • 10:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 1.788 L V U 3.825 `I� 125 A -J?n .Iso .062 5 Z too 1.590 .080 1 a 1.587 4.495 a 5.500 {G O DOOR FRAME HEAD/SILL 1z FRAME COVER Igo 3.825 1.587 � <4 2.456 Q[a. 1.410 1.625 .082 Q 1.825Z�¢ Q TOP & BOTTOM RAIL $ c� 13 5.500 SILL COVER oso a 6.438 \ 075 ee .465 1.828 1.440 N � Qw .075 1.083 4.495 t/1 1.755 HINGE & LOCK STILE s n O SIDELITE TOP & BOTTOM FRAMEd O 17 SIDELJTE JAMB COVER Z z �0_ .326 U o .135 O L-10 .245 1- .1 BS ►RODUCPREVUen .805 em.825 �fn •'R6 tlr FTory� 1.622 .115 1SyNo ieyy�No �0/f•Usr AeKf/p�ee toxo u,.•lSG a$$ O18 �• �'A' nw�eOcanW o g N tfi ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE o 1.810 3.005 �j .675 1.125 1.061 ••• • .99FL •.Q50 B • • • • .120 1.482 •2� • .080 • • • • • • `o<m v 0 500 • •• • • • • 1.18. •0� � .080 • • • 1� • • • • O 4.000 e•4.000• •GLASS ;OFF TEAM. GLASS) 4.000 .075 En r..JAVAO'AHWD o a .500 .125 .070 1 .5os .120 FIA.PEE 706920 n •1 2.388 1.465 1.465 •• • •• ••• ••• C" .420 • • • • •mss • • $ at • • 150 • 5 1 mS 0670 • • • •• •• •• 2Q��i drawing no. ... 1.184 W13-dl DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL LAM. GLASS) sheet 10 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLU U ao a1.1 0 20 ASSEMBLY FASTENERS TO B TO BE INSTALLED ASSEMBLY FASTENERS E INSTALLS i PRIOR TO JOINING MATING JAMBS PRIOR TO JOINING MATWG JAMBS / 4 O 3 / � ,® � •® ,� tic oit boe I O a6I N w ' o HOLE CAPS—� I ACCESS HOLE a nm Go o FASTENERS 5, i 0 SEE FOR OEEML 2 I! i m N " N t� 03M m SIDELITE JAMB CORNER SIDELITE_MAMNO JAMB CORNER Z z DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM 3 0 15 0 o l 27 a mm^inn • • • • • • • • • m g Engr.JAVAD AHMADCML Q •0 0 FL4.PN 0 7D592 •• • • •• •• •• O drawing no. LEAF TOP & BOTTOM CORNER W13-01 sheet 11 of 11 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • •