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WS-20-57
Location Address Permit No : WS-01-20 Sid` Miami Shores Village .-- �-! Permit Type: Windows/humor 10050 NE 2 Ave J"l Miami Shores FL 33138 ��� Y W6 foS51f#CLtt1Dn: WIt1t +EiW/DODr Replace11i lit 305-795-2204 Permit5tatuS: Approved Issue Date: 01/160,00 Expiration: 07/14/2020 92 NW 93RD ST, Miami Shores, FL 33150 Contacts Parcel Number 1131010170010 Filip Adamowicz Owner PRESTIGE WINDOWS & DOORS Contractor 92 NW 93rd St, Miami Shores, FL 33150 CRISTINA SCAVUZZO Other: 832638986 5500 NW 161 St, Miami Gardens, FL 33014 Business: 3058205999 permits2@prestigewindoor.com Inspection Requests: Description: REPLACING 11 WINDOWS AND 2 DOORS SIZE FOR Valuation: $ 14,787.00 305-762-4949 SIZE TO IMPACT Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $3.00 Scanning Fee $9.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $262.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $262.50 Check # 7799 01/16/2020 $262.50 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fortgoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni_ng. Futhermore uthorize the above named contractor to do the work stated. Authorized Signature: Owner Contractor / Agent Date January 16, 2020 1 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 ENTERED JAN 10 2020 BY: (Z�� FBC 201=t Master Permit NO. ` S ---0i--") )-51 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION (RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Q j� j t � NU 9 SiCCP4 JOB ADDRESS: 33/so City Miami Shores County Miami Dade zip: Folio/Parcel#: 11 ' 01 - Of I -OCA U Is the Building Historically Designated: Yes NO Occupancy Type: Load: Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Construction Simple Titleholder): I It'COu3 tC Phone#: Address: Ca NUl) 1� 5�C`Pt+ City: %%Qrr/ �brrrS State: isi� �G 2, 21p: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: %�;�' City: Quail c6g -z y� Zip: 33UI,4 3os • no•5t 94 State Certification or Registration #: GZ� �b�f Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: (2y) 3-y -� o Address: koc-4-: L2 /�'� 44 City�� -,A :64 -state: V Zip: �3NyZ 0 S Value of Work for this Permit: $ � M E� � Square/linear Footage of Work:�S�Sy. -!Fl- Type of Work: ❑ Addition 1W Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W eplaCt R Specify color of color thru the: Submittal Fee $ Perm It Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revssed02/24/2014) COAC $ Notary $ Double Fee $ Bond $ ^ Q TOTAL FEE NOW DUE $ 1 U L. 750 d. Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip 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 low brochure will be delivered to the person whose property is subject to attachment: Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I--,? X Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this 3 rl�r day of Dtf&- nn 20-`-91 by ;tliP hUu YZ , who isr777 n to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Print: The foregoing instrument was acknowledged before me this day of Jcc.rl 20-2C3 by Cns+y► — 'f�VIiZ.ZQ . who is personally known to me or who has produced identification and who did take an oath. ARY PUBLIC: as P .; KAREN CARBONELL Sign- ' ' ° : 895% Print: EXPIRES: March 11, 2020 F n Mo ary u is nderwdlers SEPH JABBOUR Seal: ,..•..,�.� � Seal: # * Commission # GG 271605 c� Expires October 28, 1�kPOF FtaQ� Banded nuu &rdpe A aq APPROVED BY �i t Plans Examiner Zoning Structural Review (RevisedO2/24/2014) Clerk N I M Nmi I I i Summary Report Property Information Folio: 11-3101-017-0010 Property Address: 92 NW 93 ST Miami Shores, FL 33150-2233 Owner FILIP ADAMOWICZ ELEANOR SEQUEIRA Mailing Address 92 NW 93 ST MIAMI, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,623 Sq.Ft Living Area 1,599 Sq.Ft Adjusted Area 1,457 Sq.Ft Lot Size 7,674 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $177,187 $168,687 $168,687 Building Value $143,878 $145,700 $136,900 XF Value $527 $536 $544 Market Value $321,592 $314,923 $306,131 Assessed Value $284,116 $278,819 $273,085 Benefits Information Previous Sale Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $37,476 $36,104 $33,046 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description CANADAY EXTENSION PB 41-71 LOT 1 LOT SIZE 76.740 X 100 OR 12732-1906 0785 1 COC 24451-2583 04 2006 1 Generated On : 11/14/2019 Taxable Value Information Previous Sale Price 2019 2018 2017 County 2906413105 Qual by exam of deed 04/01/2006 Exemption Value 24451-2583 $50,000 $50,000 $50,000 Taxable Value Sales which are qualified $234,116 $228,819 $223,085 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $259,116 $253,819 $248,085 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $234,116 $228,819 $223,085 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $234,116 $228,819 $223,085 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/07/2014 $350,000 2906413105 Qual by exam of deed 04/01/2006 $485,000 24451-2583 Sales which are qualified 04/01/2005 $325,000 23268-3089 Sales which are qualified 07/01/1985 1 $60,000 12732-1906 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ��I r Adamowicz Residence• Miami Shores, FL 33150 Mark Size 5Q FT Type NOA NOA Press Calculated Press Wide High 1 73.87 46.00 23.6 FIXED 19-0603.02 +61.3/-61.3 -40.6/+37.2 2 53.00 50.25 18.5 HS 17-0918.09 +65/-65 -50.0/+38.2 3 73.62 37.87 19.4 HS 17-0918.09 +65/-65 -50.0/+38.2 4 36.62 25.37 6.5 HS 17-0918.09 +65/-65 -43.4/+40.1 5 31.50 84.50 18.5 FD 17-1226.05 +80/-80 -41.6/+38.2 6 36.87 38.00 9.7 HS 17-0918.09 +65/-65 -43.4/+40.1 7 18.62 38.00 4.9 SH 17-1018.08 +75/-75 -43.4/+40.1 8 36.75 50.50 12.9 CSMT 17-0918.11 +74.7/-74.7 -50.0/-38.2 9 36.87 50.50 12.9 HS 17-0918.09 +65/-65 -50.0/+38.2 10 19.00 25.00 3.3 SH 17-1018.08 +75/-75 -43.4/+40.1 11 36.87 50.50 12.9 HS 17-0918.09 +65/-65 -50.0/+38.2 12 53.00 50.25 18.5 1 HS 17-0918.09 +65/-65 -41.6/+38.2 13 36.00 80.00 20.0 1 FD FL 20470.1 +75/-75 -41.6/+38.2 BUILDING REVIEW APPROVED A 0 10 8 egress Master Bath Master Bed 7 71 i 12 13 egress 11 2 a SIM 5 51 Job Name: Adamowicz Residence 92 NW 93 St. Miami Shores, F1.33150 3� Uj-j 1--f D f Q w L U Qcc O Q W ...... .... . 1 C� F < a U > U J L 1 -[ a- � _ Z U • 0' 0 W ~ p � ti 4 WLLJ 2 ) z U Q •••••• r A A W LijQ O Q N m co ci IF Window-• ••• Buck Detail 707.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylights, and operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. DWOOD VWCA- y`', f ./%n.L "7z p 4 '7�7U-r-r'am ,R...,j i L:, O _C. fiat I h." r�-t1lJ. &AaebKaG -r wwbow f�'` �tf/� .v�► K , x'i'I a2. A a 4� d A d � �� l5'T7� Er J7� � 'T • � 4 r� a 4 a. k9 B d A ida FAc'N WtS /Z,ECO)RT�rlS�QCT A ?�A,)VAC. fj E'ClaJ6 i' f f ,vur A4(OW .) o rl i/LC'3'S 1? r���1Dl1FD c1.y�E.Cr 7'�e ALb- A ?WhL(+t • . IS . 12,4 U A,- A tae Q �l�'�J D 1'E,U►� �� MUST �� O�s,c� �� ���u�R- a n I�AtNd•l�cT ...... .... . U • • � ti •••••• r A A • '� • 4 DWOOD VWCA- y`', f ./%n.L "7z p 4 '7�7U-r-r'am ,R...,j i L:, O _C. fiat I h." r�-t1lJ. &AaebKaG -r wwbow f�'` �tf/� .v�► K , x'i'I a2. A a 4� d A d � �� l5'T7� Er J7� � 'T • � 4 r� a 4 a. k9 B d A ida FAc'N WtS /Z,ECO)RT�rlS�QCT A ?�A,)VAC. fj E'ClaJ6 i' f f ,vur A4(OW .) o rl i/LC'3'S 1? r���1Dl1FD c1.y�E.Cr 7'�e ALb- A ?WhL(+t • . IS . 12,4 U A,- A tae Q �l�'�J D 1'E,U►� �� MUST �� O�s,c� �� ���u�R- a n I�AtNd•l�cT 07/01/2019 - 4:1 Opm Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\-Reference\2017 VNndload Charts References\2017 d FBC WIND CHART 6`" EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY - 175 MPH MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING - 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' BASED ON Kd = 0.85 NOTTO BE USED OR MATCHED WITH'LRFD' OR'ULTIMATF' DFSIGN I IMITINr; PRFGCI IRFc INTERIOR ZON PRESSURES 2 Mean DESIGN PRESSURES (PSF) - ZONE 4 REMARKS DRWN CHID I DATE Tributary Area (Sq F L 15 ft Roof Height 30 R 5 20 3 40 +37.2 -43. -41.6 -40.6 -39.8. -49.8 0 -15 ft z +41.6 +39.7 +38.6 +37.9 +37.3 20 ft +40. +38. +37. +36 3 .1 +42.6 - .1 -43.3 -42.2 -41.,f- 41 4+41.6 -59.7 18 ft -53.3 -51.7 -50.4 25 ft AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p� F-o--LJF. +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 30 ft +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -48.4 -46.4 -45.2 -44.4 -43.7 -59.8 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -50.3 -48.2 -47.0 -46.1 -45.4 4 +46.3 +44.3 +43.0 +42.2 +41.5 40 ft -51.9 -49.8 -48.5 -47.6 -46.9 35 ft -63.0 -60.4 -58.5 57 45 ft +47.9 +45.7 +44.5 +43.6 +42.9 +46.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft soft +49.2 +47.0 +45.7 +44.8 +44.1 45 ft -54.8 -52.5 -51.1 -50.2 -49.5 +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -56.0 -53.7 -52.3 -51.3 -50.6 -62.1 -60.6 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 +52.7 +50.3 +48.9 +47.9 +47.1 -58.2 -55.8 -54.3 -53. 2 60 ft +53.6 +51.2 +49.8 +48. + ; INTERIOR ZONE_U, EXTERIOR$R $0N,& EXTERIOR ZO�ESSURES Mean DESIGN PPSF) - ZONE 5 REMARKS DRWN CHID I DATE Tributary Area (Sq Ft) 03 tght 10 1 30 40 50 L 15 ft -53.6 -50.0 -47.9 -46.4 -45.2 = +40.1 +38. +37.2 +36.4 +35.9 18 ft -55.7 -52.0 -49.8 -48.2 -47.0 z +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -57.0 -53.1 -50.9 -49.3 -48.1 P +42.6 +40.6 +39.5 +38.7 +38.1 6) -59.7 -55.7 -53.3 -51.7 -50.4 25 ft AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p� F-o--LJF. Dn m +44.6 +42.6 +41.4 +40.6 +39.9 ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT -62.1 -57.9 -55.4 -53.7 - :4-17_ 30 ft m n ��u Ln +46.3 +44.3 +43.0 -2 +41.5. -64.1 -59.8 -57.3 - 5-. 35 ft `+- +47.9 +45.7 +44.5 4 -65.9 -61.5 -58.9 • 7. 6. 40 ft +49.2 +47.0 +45.7 i 4 -67.6 -63.0 -60.4 -58.5 57 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -69.1 -64.4 -61.7 -S9.8 -58.3 soft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 ft 71.8 -67.0 -64.1 -62.1 -60.6 +53.6 +51.2 +49.8 +48.8 +48.0 a= 10% OF LEAST HORIZONTAL DIMENSION'OR.-. ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BUT Ed THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF HEIGHT PEAK ROOF HEIGHT MEAN,,'3-) EAVE HEIG a a ROOF ROOF (MRF HEIGHT HEIGHT 1 (MRH) 5 O 5 ® 5 a 1 ELEVATION ISOMETRIC MRH = MEAN ROOF HEIGHT 1 ENCLOSED STRUCTURE, FLAT TERRAIN (SEE BELOW) 4 INSTRUCTIONS FOR TABLE USE: UR, BELOW THE ZONE OF THE OPENING AS INTER - NE4� OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE URE BELOW LEFT OR INFORMATION P ODE D -7'O YO ER 2�1. ANY QUESTIONABLE OPENIN I ONSIDERED `fFi ARE CRITICAL (EXTERIOR) ZONE 5. . IDENTIFY THE BUILDING MEAN (AVE E)'k F LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, U LPS-F HEIGHT. 2.1. ALWAYS ROUND UP ROOF HEIS AB - @, 33.2. VALID FOR ALL ROOF SLOPESII Fi S 10�, $ _ NGINEER FOR REDUCTIONS. . CALCULATE THE TRIBUTARY AREA 0t IN _IN THE GREATER OF (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFIE IVE�WI 3'11.1 GHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTURAL' OFI LY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS 4�THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: &ES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 'S .,�,.c 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2 GJIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. RST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. A4R ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN ATED LIMITING WIND VELOCITY ABOVE. GRAPHIC FACTOR KZt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. NAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. Y USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CTA -_ VIED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER AP ROVALS STAL.LATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE OT1fER5IN A CE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PRO OW 12. NO CERTIFICATION IS OFFERED FOR INS'•T . ''STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED H - DOM FICATIONS OR AFFIRMATIONS ARE INTENDED. EXPLAINED �:t- A �^ _ o s:° o z n Z c1 LEAST HORIZONTAL W o REMARKS DRWN CHID I DATE m > cur DIMENSION 30 O yam n 6TH INIT ISSUE GSS TSB 03/05/12 0Zz,0n0GjDH2-I !!1 3 = REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 In vF m < - Mr -0-40 UPDATES, 2017 FBC FLB FLB 12/17 z m C � 7' OR HELP FB FB 7/2/19 UID m7, F i • AN- �G)DmZR Nr.r1 V P , mr D D a zA In wp Zcm-�I��M 0In 11 6) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ONS 3• mr oon�m�z �> nG X AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p� F-o--LJF. Dn m WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, = 1 N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT zm5* 2m:: mmyz Mm DRQ mmrl Ln PERMITTED AND INVALIDATE OUR CERTIFICATION. MRH = MEAN ROOF HEIGHT 1 ENCLOSED STRUCTURE, FLAT TERRAIN (SEE BELOW) 4 INSTRUCTIONS FOR TABLE USE: UR, BELOW THE ZONE OF THE OPENING AS INTER - NE4� OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE URE BELOW LEFT OR INFORMATION P ODE D -7'O YO ER 2�1. ANY QUESTIONABLE OPENIN I ONSIDERED `fFi ARE CRITICAL (EXTERIOR) ZONE 5. . IDENTIFY THE BUILDING MEAN (AVE E)'k F LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, U LPS-F HEIGHT. 2.1. ALWAYS ROUND UP ROOF HEIS AB - @, 33.2. VALID FOR ALL ROOF SLOPESII Fi S 10�, $ _ NGINEER FOR REDUCTIONS. . CALCULATE THE TRIBUTARY AREA 0t IN _IN THE GREATER OF (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFIE IVE�WI 3'11.1 GHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTURAL' OFI LY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS 4�THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: &ES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 'S .,�,.c 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2 GJIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. RST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. A4R ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN ATED LIMITING WIND VELOCITY ABOVE. GRAPHIC FACTOR KZt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. NAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. Y USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CTA -_ VIED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER AP ROVALS STAL.LATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE OT1fER5IN A CE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PRO OW 12. NO CERTIFICATION IS OFFERED FOR INS'•T . ''STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED H - DOM FICATIONS OR AFFIRMATIONS ARE INTENDED. EXPLAINED �:t- A �^ _ o s:° o z n Z c1 LEAST HORIZONTAL -I Z n In T pI pG100TmOp0A -0 r) --� 0 <DONO �wmz7mv0 ZZ m > cur DIMENSION 5 5 yam n 160 SW 12th AVE, SUITE 106 -r)OC 01%.'-' 0Zz,0n0GjDH2-I m> 5 4 xxomEAM �z ZN�z ZM z -c4: .33:a In vF m < - Mr -0-40 WIND C � 7' mmzrrm-Zi9Omy22 5p --I -ap'�m=yDm UID m7, FLOW • AN- �G)DmZR Nr.r1 �< O , mr D D a zA In wp Zcm-�I��M 0In niI • ONS 3• mr oon�m�z �> nG PLAN VIEW �4 p� � i/b...Om Dn COMPLEX • Y o� 91TcnpCO =mpo mDn2m� o> CORNERS 5 5 zm5* 2m:: mmyz Mm DRQ mmrl Ln m n ��u Ln EDITION FLORIDA BUILDING fe 2017 ••• •• ASCE 7-10, CHAPTER 30 • DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET •;• ASCE 7-10.:.:-'•: C) lu l0 • •X! R/�+ Ems.-/ 4 Z O N C/ j '_0"z CORPORATE OFFICE: yam n 160 SW 12th AVE, SUITE 106 m2.-� m 0DIEERtIELD BEACH, FL 33442 i Amo �(%5,t 354-0660 866-396-9999 1113141`4SENGINEERINGEXPRESS.COM z° �+ • ENtINEERINGEXPRESS. COM m < C) lu l0 MIAMI- DIADE MIAMI—RADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599. NOTICE OF ACCEPTANCE (NOA) www.miamida4t.gov/building CGI Windows and Doors, Inc. 3780 W 104 Street Hialeah, FL 33018 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 Prddt4.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 prbdtLp or ma;;I;r fails to • perform in the accepted manner, the manufacturer will incur the expense of such't8Stltig and the AHJ mat � • immediately revoke, modify, or suspend the use of such product or material within1&8i1 jurisdictiaj.. RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Zounty Product Control •; • • Section that this product or material fails to meet the requirements of the applicable��et�ng cod9000 . This product is approved as described herein, and has been designed to comply ,tbe Florida** tuilding • Code, including the High Velocity Hurricane Zone.- .. :00 • DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window — L.M.L • • • APPROVAL DOCUMENT: Drawing No. PW130LMI-N0A, titled "Sentinel 130 Alum Fixed window ' .... (L.M.I.)(S.M.I.)", sheets 1 through 7 of 7, dated 05/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. 17-0918.07 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0603.02' Expiration Date: September 22, 2020 011 Approval Date: July 03,2019 ��Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.13) 2. Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0918.0 7) 0*90 •.... ...... B. TESTS ' 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perfBC TA:Kla2-94 ....:. 2) Large Missile Impact Test per FBC, TAS 201'94' • • ; 3) Cyclic Wind Pressure Loading per FBC, TA��13-94 • • •:. • along with marked -up drawings and installation diagram of a serie 7500 Pyg fixed 69:06 • window, to qualify DuPont `Butacite" PVB interlayer, Duraseaib•and Suparog&er(&..... insulating glass spacer, prepared by Certified Test Laboratories' TM: Report No. • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh Ci Patel, V.E.0 . .... (Submitted under NOA No. 15-0413.03) • • • • .. 2. Test reports on: 1) Uniform Static Air, Pressure Test, Loading per FBC TAS.20-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(V and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0413.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-0413.03) Manuel , Product Controlxa ner NOA No. 1 03.02 Expiration Date: September 22, 2020 Approval Date: July 03, 2019 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, Test Report No. HTL-0080-0130-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.13) • . . .... ...... C. CALCULATIONS ' • • • • • • • .... 1. Anchor verification calculations and structural analysis, com.pl�g with FBC 61t' ; • • Edition (2017), dated July 15, 2017, prepared by Al-Farooq C;jZQrationi signed and ' sealed by Javad Ahmad, P.E. ...... .... ; • • • (Submitted under NOA No. 17-0918.07) • • • • • • • • ...... 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman ChemicaLCompany (MA) . for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05%21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0918.07) ' Manu a ez, P.E. Product CoZA-01603.02 miner NOA Expiration Date: September 22, 2020 Approval Date: July 03, 2019 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CON O ED) 2. Laboratory compliance letter for Test Report No. RTL -0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NDA No.10-0510.13) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 15-0413.03) • • • • • • G. OTHERS 1. Notice of Acceptance Series "Sentinel 130" expiring on 09/22/20. 2. A. B. No. 15-0413.03, issued to CGI Wind'ot ? *& Doors, *for thej• Aluminum Fixed Window — L.M.I. applgyjd on &lQj& 5 and . . .. .. ...... NEW EVIDENCE SUBMITTED • • • • • • DRAWINGS ...... 1. Drawing No. PW130LMI-NOA, titled "Sentinel 130 Alum Fixed Windoh...' (L.M.I.)(S.M.I.)", sheets 1 through 7 of 7, dated 05/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 560 aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-19-8916, dated 04/10/19, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Small Missile Impact Test per FBC, TAS 201-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 130 and 410 aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-19-8917, dated 04/09/19, signed and sealed by Idalmis Ortega, P.E. E-3 Manu P.E. Product Co rol E miner NOA -0603.02 Expiration Date:. September 22, 2020 Approval Date: July 03, 2019 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expji ng on 07/04/23.. . . 0000• 000000 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their . . "Trosifol® Ultraclear, Clear and Color PVB Glass InterlbyWI dateu UPI 8/18,0..... expiring on 07/08/19. 3. Notice of Acceptance No. 18-0301.06 issued to Eastman CheNC;j Com&imty;XA) ' 0000. for their "Saflez CP - Saflez and Saflez HP Composite Glass-IRtw4ayers with PET..;. Core" dated 05/17/18, expiring on 12/11/23. 00 0* 0.0 • •..... 4. Notice of Acceptance No. 17-0712.05 issued to Eastman CheiVIE11 company (MA) 0 0 for their "Saflez Clear and Color Glass Interlayers" dated 09/07/13, expuiQ *on " 05/21/21. .. ' ' 0000 •0.00• 0000 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0918.07, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 130" Aluminum Fixed Window - L.M.I. approved on 11/22/17 and expiring on 09/22/20. Ma—nuefpere4t.k. Product ControlU-23.02 ner NOA No. 1 Expiration Date: September 22, 2020 Approval Date: July 03, 2019 E-4 6" MAX. FLANGE WIDTH D.L. OPG. 18" MAX. 'HEAD/SILL A 31 SHORTER CORNERS SIDES I II I I II II II II C II II II II I II C3 II n u = o --Jl_--•� —�---- (•J J •• •• O • II II II II II 11 •• ••• II II • • u u 11 II II II 0 • 11 II II II =====_t_ II III' B 3 6R" IN rn FI (SURF TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 2 FOR FIN FRAMES. QR" SIDES WINDOW W WIDTH_, WINDOW WINDOW FLANGE & FLANGE ADAPTOR FRAMEL SIDES CORNERS SIDES W WIDTH 3 ' 3 3 SERIES 130 SENTINEL ALUMINUM FDCED WINDOW EQUAL LEG FRAME WINDOW WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PERWINDOW WIDTH WINDOW WINDOW WIDTH CHARTS SHOWN ON SHEET 2. r — , r — — — —, c° PRODUCT REV15raD z .. usildbig o with the Florida 13i1dog APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Code 3 OF FIX./RX. OR FIX. SING WITH OTHER MIAMI—DADS COUNTY Acupwo.Dal •p ']�+ %i i ' 3 APPROVED WINDOWS USING MIAMI—OADE COUNTY APPROVED MULLIONS Pim D•r• U I � I IN BETWEEN. ; I I 3 I I 3 LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL 4D-ngl� ——WILL APPLY TO ENTIRE SYSTEM. W. WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED. REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING r 1 pAYLITE OPENINGS: HIGH VELOCITY HURRICANE ZONE (HVHZ). I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE D.L.O. HEIGHT = BUCK HEIGHT — 3.00" 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS D.L.O. WIDTH = BUCK WIDTH — 3.00" DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO SHOWM' M OEInO L• u:PAND OBTAIWNG•ALLO"LE LOADS FROM THOSE SHAPES. THE BUILDING STRUCTURE. 3 j tt11111tt ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND g ' rel.: • • •: • • • • • • • • DfOM" �": - �� aNY LYN�y INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL z • '''tt Impact Resistant : �.••"""'•• SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 I ( SENTINEL 130 ALUMFIXIFD WINIyOtal (LMI=(S.M�.L AGK . '� �ICENg •••, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. L J • • • • • • • ® Windows & Doors Q�•'• F ,�� D --pilon: Dote: WE'RES 110146Ea- '.� ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. _ * No.58705 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATTYPICAL ELEVATIONS 5/22/18 ........... _ . ;T'°•''°""""'';'•';,;;;, _ •: H:I ..n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. LAM- GLASS Revu' Ove • • • • • • • • R., W. Rev. Dote; PREPARED BY LYNN MILLER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR 'O� • • • • • • •-."s.,- ' - 1070 TECHNOLOGY DRIVE Q '.• ATE OF •. A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF INSULATING LAM.GLASS ORI(�NAt ISSdE • • • • • _ N. VENICE, FL 34275 ' T F • ��` SMALL MISSILE IMPACT ` '" • • • • • • (941) 48D-1600 i •, CORIOP,.•'G\�� STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER S •..... INFILTRATION RESISTANCE ETC. sen.e fie: • s°o sMe• trPWI-3104LDM IIg Rs CO RIGHT0 2018 /i/ NALCONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, LARGE MISSILE IMPACTPW 130 LMI N.T.S. 1 • of 7 •I-NOA 0 ALLRIGHTSESER ERD �' �,�, AND TO BE REVIEWED BY BUILDING OFFICIAL CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • 090 0 • mw Mz '0 � V 'R" FALSE MUNINS� (SURFACE APPUED) I 16" MAX. 6" MAX. OPTIONAL '� STRAIGHT HEAD/SILL SIDES CORNERS 4E" BOCK WIDTH • D.L. OPG. MAX. 6" MAX.16" HEAD/SILL Z STRAIGHT CORNERS SIDES II / II I II II II II II II II Y II II II II I I --_JL ----- 11_--- II II C u u II II II II I I II II II II • • • • C3 0 x O • II II II II IIS – __ ==IIT •• II II j o • II II m II II II II II II II II II II II II II II II II 2 mw Mz '0 � V 'R" FALSE MUNINS� (SURFACE APPUED) I 16" MAX. 6" MAX. OPTIONAL '� STRAIGHT HEAD/SILL SIDES CORNERS 4E" 16" MAX. STRAIGHT SIDES Il"1�[��XRa7:rINP►�� w z 0 0 U SIDES FIN FRAMES PRODUCTREVISSD ,u complying with the Florida Buildmg Code Acccpt o No ffl.proo ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Doe wW ey Misml edeze Como •• ••• • • • • • •• Rt* • • • • 'f• • • • D— O° �``�NY LYNN SENTINEL 13•ALUMIFIXGD WNRO } (L2A :S.M.T)o AGK ®Impact Resistant `. �p .. • • 000 • • • Windows & Doors ��•.•'• LtCENSF'• 0—ription: oat.: 1YERE 1if110Me61" Q: • • ;F� No. 58705 ', na..y n wm * f TYPICAL ELEVATIONS, CONT. 5/22/19 is"aeiii� i ie i r..: as.oa.u: ^ ReKaiory • • • • • • • • Rev. ey: Rev. Dote: PREPARED BY LYNN MILLERCc u J _ • • • • • • 1070 TECHNOLOGY DRIVE ��•, S,Zq\ ORIG 4A:ISJL9E • • • • • N. VENICE, FL 34275 Q TATE OF ' • • • • • • (941)480-1600 iA.\, CORIDP,. •' \�� Senea/M I: Scal . Sh • •ra••y to. R- 0 2011, i s PW -130 MI • N.T.S. 2 • of 7 • PW130LMI-NOA 0 /tlMKS R SERO '.,S,�QNAL'N \ CERT. OF AUTH. #29296 A. LYNN MILLt9IQ! I`!dP.E.# 58705 ••• I II II II II II • • • II II II II II II • • u u II / II II II Y -1 II II 'o O II II II II • II II II II • • • • II II 11 II II • • • II II IIS – __ ==IIT •• 16" MAX. STRAIGHT SIDES Il"1�[��XRa7:rINP►�� w z 0 0 U SIDES FIN FRAMES PRODUCTREVISSD ,u complying with the Florida Buildmg Code Acccpt o No ffl.proo ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Doe wW ey Misml edeze Como •• ••• • • • • • •• Rt* • • • • 'f• • • • D— O° �``�NY LYNN SENTINEL 13•ALUMIFIXGD WNRO } (L2A :S.M.T)o AGK ®Impact Resistant `. �p .. • • 000 • • • Windows & Doors ��•.•'• LtCENSF'• 0—ription: oat.: 1YERE 1if110Me61" Q: • • ;F� No. 58705 ', na..y n wm * f TYPICAL ELEVATIONS, CONT. 5/22/19 is"aeiii� i ie i r..: as.oa.u: ^ ReKaiory • • • • • • • • Rev. ey: Rev. Dote: PREPARED BY LYNN MILLERCc u J _ • • • • • • 1070 TECHNOLOGY DRIVE ��•, S,Zq\ ORIG 4A:ISJL9E • • • • • N. VENICE, FL 34275 Q TATE OF ' • • • • • • (941)480-1600 iA.\, CORIDP,. •' \�� Senea/M I: Scal . Sh • •ra••y to. R- 0 2011, i s PW -130 MI • N.T.S. 2 • of 7 • PW130LMI-NOA 0 /tlMKS R SERO '.,S,�QNAL'N \ CERT. OF AUTH. #29296 A. LYNN MILLt9IQ! I`!dP.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • FIN FRAME �] BUCK DIMS FLANGE ADAPTOR FRAME I FLANGE DIMS PRODUCT REVISTiD es complying with the Florida Buildmg Codc 1� AExpiraho• Dave -0� •i�� B Muni uaM lioiar4 Cwt• ANCHOR SPACING TO BE AS PER SHEETS i h 2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISION DECLARATORY STATMENT DCA05-DEC-219 Tltie: • aw �• • • SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(SJA.I.) AGK • • • • • • • • • Dex p ion: • • te: DESIGN LOAD CHARTS 5/22/19 Revision: • • • • R.Sr. Rev. fit• • ORIGINAL ISSUE • • • ! • • • • • • • • Series/Model: Sheet Or�ring J•lo. • • A • PW -130 LMI N.T.S. 3 OF 7 • PW130LMI-NOX 0 .3 873.7 0.0 73.7 60.0 I W -i . I � .0 64.0 64.0 L / 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •/� Ilh act Resistant: Com! W dOws & DDOIS \\\ ANY LYN^/ DESIGN LOAD CAPACITY - PSF `: _Q�' Q•; • ' ;�.A '� an4 w. aow au.a, ei.w.a, ra net aaa.su.aaa Tk NO. 58705 * - FIANCE DBMS. BUCK DOLS. GLASS TYPK4 'C'A'CI' GLASS TYPES 'D'k'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) 24' 30" 36' 42 48' 54' 60' 61' 36. 23' 29" 35' 41" t7' 53' 59' 60' 35' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 30' 36" 42' 48" 54' � 60" 61" _ 23" 29" 35" 41' 47' 53' 59" 60' 47. f ` 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 _ 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24' 30' 36' 42" 48' 54' 60' 61' 60' 1 23' 29' 35' 41' 47' 53' 59" 60' 59' 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24' 30" 36" 42' 48' 54' 60' 61" 72• 23' 29' 35' 41' 47' 53' 59' 60" 71' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24" 30" 36' 42' 48" 54" 56" 84' 23' 29" 35" 41 47" 53' 55" 83" 80.0 80.0 80.0 80.0 a0.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 69.8 69.8 24" 30' 36' 42" 48' 49' 97" 23' 29" 35' 41' 47' 48' 96' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.6 75.5 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.6 80.0 80.0 59.6 59.6 90.0 80.0 24' 30" 36' 42" 46' 102' 23' 29' 35' 41' 45' 101' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24' 30' 36' 42' 44' 108' 23" 29' 35" 41' 43" 107' 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 60.0 73.8 73.8 80fio 80.0 62.4 62.4 B080.0 59.1 59.1 8080.0 FIN FRAME �] BUCK DIMS FLANGE ADAPTOR FRAME I FLANGE DIMS PRODUCT REVISTiD es complying with the Florida Buildmg Codc 1� AExpiraho• Dave -0� •i�� B Muni uaM lioiar4 Cwt• ANCHOR SPACING TO BE AS PER SHEETS i h 2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISION DECLARATORY STATMENT DCA05-DEC-219 Tltie: • aw �• • • SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(SJA.I.) AGK • • • • • • • • • Dex p ion: • • te: DESIGN LOAD CHARTS 5/22/19 Revision: • • • • R.Sr. Rev. fit• • ORIGINAL ISSUE • • • ! • • • • • • • • Series/Model: Sheet Or�ring J•lo. • • A • PW -130 LMI N.T.S. 3 OF 7 • PW130LMI-NOX 0 .3 873.7 0.0 73.7 60.0 I W -i . I � .0 64.0 64.0 L / 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •/� Ilh act Resistant: Com! W dOws & DDOIS \\\ ANY LYN^/ DESIGN LOAD CAPACITY - PST `: _Q�' Q•; • ' ;�.A '� an4 w. aow au.a, ei.w.a, ra net aaa.su.aaa Tk NO. 58705 * - PPAPP, �P ED BY•LYNN MILLE1. 10 1 �CHWLOGY DRIVE -D ; •'. GS LZ DESIGN LOAD CAPACITY - PSF ',s,///ONAL CERT. OF AUTH. #29296 A. LYNN AAIt«t21, a.�1 \ P.E.# 58705 FIANCE DnIS. BUCK DOLT. GLASS TYPES 'C'A'Cl' GLASS TYPES 'D'•'Dl' FLANGE DOLS. BUCK DOLS. GLASS TYPES 'C'•'Cl' GLASS TYPES 'D'A'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) FM.(+) INT.(-) • WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 24" �• 36' 41' 114• 23' 29' 35' 40' 113• 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 37'26. 48' 53-1/8' 61' 16-1/8' 25-1/2' 36" 47' 52-1/8' 60" 25, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 80.0 80.0 80.0 80.0 61.4 61.4 80.0 80.0 80.0 80.0 80.0 80.0 24' 30' 36' 39' 120• 23" 29' 35" 38' 119• 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 1 72.4 80.0 80.0 19-1/8' 26-1/2' 37' 48' 53-1/8" 61' 38-3/8' 18-1/8' 25-1/2' 36' 47" 52-1/8' 60' 37-3/8' 80.0 80.0 80.0 80.0 65.9 65.9 80.0 80.0 80.0 80.0 80.0 80.0 24' 30' 36' 39" 121, 23' 29' 35' 3B' 120, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 72.3 72.3 80.0 80.0 77.1 77.1 80.0 80.0 65.8 65.8 80.0 80.0 77.1 77.1 80.0 80.0 14" TYP. BUCK DIMS h, TYP. FLANGE FRAME I FLANGE DIMS - BUCK DIMS EQUAL LEG FRAME BUCK DIMS 19-1/8' 26-1/2' 37' 48•-5/8' 53-1/8' 61' 75-1/4' 93-3/4' 18-1/8' 25-1/2' 38' 47•49-5/8 52-1/8' 60" 74-1/4" 92-3/4' ' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77,4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 78.5 76.5 19-1/8' 26-1/2' 37 48" 53-1/8' 61" 75-1/4" 83, 18-1/8' 25-1/2' 36' 47' 52-1/e' 50' 74-1/4" 62, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 84.0 64.0 46.5 46.5 61.9 61.9 19-1/8' 26-1/2' 37" 48' 53-1/8' 61' 76' to -1/8" 25-1/2' 36' 47' 52-1/8' 60' 75' 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 78.9 78.9 80.0 80.0 61.3 61 55.3 55 3 48.0 48 FIN FRAME �] BUCK DIMS FLANGE ADAPTOR FRAME I FLANGE DIMS PRODUCT REVISTiD es complying with the Florida Buildmg Codc 1� AExpiraho• Dave -0� •i�� B Muni uaM lioiar4 Cwt• ANCHOR SPACING TO BE AS PER SHEETS i h 2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISION DECLARATORY STATMENT DCA05-DEC-219 Tltie: • aw �• • • SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(SJA.I.) AGK • • • • • • • • • Dex p ion: • • te: DESIGN LOAD CHARTS 5/22/19 Revision: • • • • R.Sr. Rev. fit• • ORIGINAL ISSUE • • • ! • • • • • • • • Series/Model: Sheet Or�ring J•lo. • • A • PW -130 LMI N.T.S. 3 OF 7 • PW130LMI-NOX 0 .3 873.7 0.0 73.7 60.0 I W -i . I � .0 64.0 64.0 L / 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •/� Ilh act Resistant: Com! W dOws & DDOIS \\\ ANY LYN^/ V 1�L6 ifIlONOER" `: _Q�' Q•; • ' ;�.A '� an4 w. aow au.a, ei.w.a, ra net aaa.su.aaa Tk NO. 58705 * - PPAPP, �P ED BY•LYNN MILLE1. 10 1 �CHWLOGY DRIVE -D ; •'. GS LZ N. VF�IICE, fiL 3475 (�1)•d•RVRENT •m�e ?J ,�'q ` �. • ATE F ; (V� i1`s1 '•F�ORIOP..••G��\. A�l1I RXiHT RS ESooJ ',s,///ONAL CERT. OF AUTH. #29296 A. LYNN AAIt«t21, a.�1 \ P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " 3/16" ANN. GLASS .075" INTERLAYER • 3/16' HEAT STREN'D GLASS ,075' INTERLAYER ••• Saflex CP With PET Core 'Eastman • Saflex CP With PET Core By Chemical Co.' By 'Eastman Chemical Co.' OR \ OR 090" INTERLAYER l Saflex Clear And Color Glass .090' INTERLAYER Saflex Clear And Color Gloss By Eastman Chemical Co. SILICONE By 'Eastman Chemical Co.' 3/8' AIR SPACE OR 3/8" AIR SPACE OR p, .090" Interlayer •• .090 Interioyer SentryGlas 'Kuraray OR .090"INTERLAYER 5090 Glas OR .090" INTERLAYER By America, Inc.' w a m 2 By 'Kuraray America, Inc.' L OR .090" Interiayer Saflex Clear And Color Glass 3/16" HEAT STREN'D GLASS 'Eastman OR - 090" Interlayer i Trosifol PVB ' Trosifol PVB I By 'Kuraray America, Inc.' By Chemical Co.' By 'Kuroroy America, Inc.' OR00" 3/16" HEAT STREN'D GLASS a w SILICONE m 3/16" HEAT STREN'D CLASS GE 1200 SentryGlasBY'Kuraray DOW CORNING 899 SIUCONE 1 a America, Inc.' 1 Ij Ij DOW CORNING 995 m 1 !I 1200 E3 jj II DOW CORNING 983 n OR DOWI II CORNING 899 II DOW CORN NG 995 .090" Interlayer .090' Interlayer DOW CORNING 983 Trosifol PVB Trosifol PVB 14 O 8y 'Kuraray America, Inc.' By 'Kuraray America, Inc.' O "a "a m r m N M5 AT 1/4 POINTS ON UTES' N M5 AT 1/4 POINTS ON L1TES WWW WIDER THAN 36" WWW WIDER THAN 36' 11! GLASS TYPE 'C' GLASS TYPE 'D' 7/16' OVERALL LAM. GLASS (L.M.I. & S.M.I.) DOW CORNING 899 ! I! DOW CORNING 995 :I 3/16" HEAT STREN'D GLASS DOW CORNING 983 7/16" OVERALL LAM. GLASS ••• 3/16" ANN. GLASS • 3/16" HEAT STREN'D GLASS ••• • • .075" INTERLAYER .075" INTERLAYER Saflex CP With PET Core Saflex CP With PET Core • SILICONE • 3/8' AIR SPACE B 'Eastman Chemical Co.' 3/8" AIR SPACE By 'Eastman Chemical Co.' p, •• •• GE OR .090"INTERLAYER OR .090" INTERLAYER F w a m 2 ••• DOW CORNING 899 CO DOW CORNING 995 3/16" HEAT STREN'D GLASS Saflex Clear And Color Glass 3/16" HEAT STREN'D GLASS 'Eastman Saflex Clear And Color Glass By 'Eastman Chemical Co.!OR i ' 'j DOW CORNING 983 By Chemical Co.' OR00" Interlayer 090' InterlayerSntryGlas 311, SentryGlasBY'Kuraray America, Inc.' By 'Kuraray America, Inc.OR OR .090" Interlayer .090' Interlayer Trosifol PVB Trosifol PVB 8y 'Kuraray America, Inc.' By 'Kuraray America, Inc.' SILICONE m 3/16" HEAT STREN'D GLASS m GE 1200 � N II 11! :1 SILICONE w II ij DOW CORNING 899 ! I! DOW CORNING 995 :I 3/16" HEAT STREN'D GLASS DOW CORNING 983 PRODUCTREVISW GE 1200 a O Mt II !I SILICONE n II 1111 DOW CORNING 899 ,+> II I I II GE 1200 OPTIONAL GLAZING DETAIL as —Plyieg with the Florldp Building Cade jl jl jl DOW CORNING 995 jl jl jl DOW CORNING 899 'Cl' DOW CORNING 983 I I 'I DOW CORNING 995 GLASS TYPES & 'Dl' DOW CORNING 983 4Aig 0 0 M5 AT 1/4 POINTS ON UTES AT 1/4 P INTS MS ON UTES • • • • • • • N WIDER THAN 36" 'WIDER THAN 36" n6.. • 41,Grws ey:• • • Resistant `\ �r pNY GLASS TYPE 'Cl' GLASS TYPE 'Dl' SENTINEL 130 ALUM FIXED WINDOW K • • • • • • • W��Pact aWiNdows&Doors ` .•' \CENSE ' �! 1" OVERALL INSUL. LAM. GLASS (L.M.I. ONLY) 1" OVERALL INSUL LAM. GLASS Daec Plan: • • • tbta: APRE SM11111E31" Q�• ..�� �� GLAZING DETAILS 5/22/19 mo e. room ay..r, n.u.a, n anu aoa.ua.noa I r..: ooa... : * ;' NO. 58705 — S.M.I. Revision: • • • • Rev. 8y: Rev. t • PREPARED BY LYNN MILLER 10 1 LSH el DRIVE = ME1 �J �( )ORIGINAL ISSUE • • • • • • N. ICE, 75 Q •.` IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • Sheef: • • • • • 11141) 841 :�� •••,F<ORIOP,.•' NF - .0 EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. Serte:/Modal: Srnle: • Or:.•inq No. • • • • I° ��F*Kr%W19D ;mw,aoou a000rss x, S/ ", / S G , PW-130LMI N.T.S. 4 OF 7 • PW+130LMI-NOA 0 77j1 \\\\ CERT. OF AUTH. #29296 A. LYNN MICCEM,I0.0. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• •• ••• •• TYPICAL INSTALLATION DETAILSWOOD TYPICAL EDGE DISTANCE [NTO CONCRETE AND MASONRY = 2 1/2" MIN. STRUCTURE = 1" MIN. AT HEAD, SILL OR JAMBS SG = 0.55 MIN CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU IX INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4' MAX. FLANGE SEE ELEV. 2BY WOOD BUCK FOR SPACING SHIMS METAL 1 E3 M2 WOOD STRUCTURE/TYPICAL ANCHORS SEE ELEV. FOR SPACING M2 STRUCTURE TYPIC ANCHORS I © II Ij S2 y O I \ rn © FOR SPACING - v E1 S2 p TYPICAL APiCHORS I� 1� M2 v N ^ t SEE ElEV. ` E3 Ij Ij ' 1BY FOR SPACING II h WOOD BUCK v E1 E3 RODUCT REVISED 1/4" MAX. . s complying wilh We Florida EQUAL LEG EQUAL LEG SHIMS EQUAL LEG . v 3uilding Code EQUAL LEG a 02=144m 0 2BY WOOD BUCK OR WOOD STRUCTURE M2 C 1 METAL By STRUCTURE Miami Ro�Oe!'Cbwtro E3 Ij Ij M2 _v TYPICAL ANCHORS SEE ELF/. M3 S2 Y rn v FOR SPACING M3 5Y TYPICAL ANCHORS SEE ELEV. !yl II II i FOR SPACING v E3 .' '• TYPICAL MC'HORS ! i jl jl M2 ^' I SEE ELF/.' �I •I TYPICAL ANCHORS 1gy FOR SPACING II II SEE ELEV. WOOD BUCK FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THF• BVILDIIP ST�UCjURE•• 'HILTI'(Fu=163 1/4" DIA. KWIK-CON II BY KSI, Fy-157 KSI) (114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • 000 4" DIA. ULTRACON BY•'ELCO'-(Fu=177 KSI, F 155 KSI) INTO MIAMI-DADE APPROVED MULLIONS n"`• • • �• • • • • ��� NY LYNiy �. AGI! • • • IfigaOl Resistant •••.., h// INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.AAA.) �0 .. • • • • • �I�I dOWS 8 00018 ��.•'•• L1GENyE'•. C(�� i INTO METAL STRUCTURES(HEAD/SILL/JAMBS)• 1-1/2" MIN. PENETRATION INTO WOOD Dex aeon: • te: alRoxeel- (3) THREADS MIN. PENETRATION BEYOND SUBTRATE No. 58705 ' 1i10� THRU 1BY BUCKS INTO CONCRETE OR BLOCKS ALUMINUM: 1/8" THK. MIN (6063-T5 MIN.) TYPICAL INSTALLATION DETAILS 5122/19 r.i:ros.ru.aio 7- 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) STEEL: 1/8" THK. MIN. (Fy = 35 KSI MIN.) Reviton: Rev. By ev. 0•t♦• PREP �DBY4_YNNMILLER 'O G� 1-1 4" MIN. EMBED INTO BLOCKS JAMBS • ••• 107'6VCHNpLOQYDRIVE �1'. 1-1/4- / (JAMBS) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED ORIGINAL ISSUE • • • • • • SSS 57 N. VENICE, q. 34N5 % O '. ATE F (V ` OR PAINTED) • • • • • • (941)6BP168e • ' �� '•. AYORIOP`.•' DIRECTLY INTO CONCRETE OF BLOCKS \� Serie/Model: Scale: sh-t: O q • • •AwRl% t we �i� is ' • • . • • • 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) •• W'j N.D6. `SONALE\x1-1/4" PW-130 N.T.S. 5 of 7 PVR OLMI-NOFC �:O- MIN. EMBED INTO BLOCKS (JAMBS)II CERT. OF AUTH.#29298 A. LYNN MILL .10 . P.E.#58705 • • • • • • • • • • • •• •• ••• ••• •• •• TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCHORS 1/4" MAX. SEE ELEV. SHIMS 2BY WOOD BUCK FOR SPACING it it OR METAL j! j! I 'I B3 Ij M2 WOOD STRUCTURE A3 TYPICAL ANCHORS SEE ELEV. FOR SPACING STRUCTURE TYPICAL j . v M2 ANCHORS SEE ELEV. jj jj S2 s I N > FOR SPACING r \ E2 \ C3 I I a E6 S2 MI ' ' v YYPICAL AtkHORS !! !� !� M2 ^' I SEE ELE'V.' E3 Ij Ij tgY FOR SPACING II !1 WOOD BUCK E6 E2 E3 2 3/8" MIN. PRODUCT 6D 1/4" MAX' GAP BUCK HEIGHT 1/4" MAX. j fop GAP as c«nplYiug with the Fleaida gwith � I v �\ 11"ld aoce No °ie WOOD STRUCTURE NOT BY CCI 1/2' MIN. 1/2' MIN. _ _ E2 C2 2 3/8" MIN. OY I� I FIN FRAME N1`m'" pio8i� M2 BACKBED CAULKING \ \�� TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR E5 E3 BEVELED WOODBUCKS IS HOOSE WRAP PERMITTED. NOT BY CGI EXTERIOR BUCK WIDTH BUCK WIDTH it MIAMI—DARE COUNTMLAMt—DADE COUNTY APPROVEDY •••• • • • •_ • • I II I II APPROVED MULLION 1jMULLION & MULLION ANCHORS • I t x MUWON ANCHORS I SEE SEPARATE NOA I Title: • • �" • • • • ��� LYNN I I I I I SEE SEPARATE NOA I I I I i SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.III.I.) MGIC• • • • • • • • • • NY I�f et Resistant \��� O...........til/ NN,� ``,, \GENS 'ndows &Doors • � F '• CF i 1 1 xrlptlon: Dots: � WE'RE itgOR•FA'" _ ........... _ _ _ I I I I ------------------ _____ ___ _ �J mor. uaa w,..., ata..a, auuu _ *• : ND. 58705 — — — — _ — — TYPICAL INSTALLATION DETAILS, CONT. R.W.bn: 5/22/19 • • • • Rev. 8Y: Esv. ad" • m: toa.na.aaaa I Iar. aaa.Na.aaai ^ = PRF�II*.D BY•YNN MILLER -D U _ I I L --� ORIGINAL ISSUE • • • • • • 1070 TECHN•LOON DRIVE ((/ N. VERMCE• F•342VS '1QTYP'• S A�F :' --- SEE E ANCHORS • • • • • • • •(941)490-1608 • %'��'•., Ft OR10?.•' \�� /#14 FOR SPACING SeNea/Modat: Scute: Shed • �,g oto. • • MAa vR To le % is .. • • • •' �G ���� X 1" SMS. PW -130 LMI N.T.S. 6 of 7 • PvvhOLMI-NOA p I p. �. CERT. OF AUTH. #29296 A. LYNN7M5ILLS . P.E.# 58705 • •• •• • • ••• •• •• -2.505----1 F1.395 L F.teo 1.995 .812 .050- .065 995 .065 Tl'P. M3 FLUSH FRAME COVER 1.335--i Et FLANGE FRAME 2.505 FL .812 �.125 1.495 .995 .065 TYP. 500 1.335 M4 OFLUSH FRAME/FIN FRAME GLAZING ANGLE (LAM. INSUL. GLASS) 1.675 r �050 50 .180 .995 • �5 .550 1.184 E3 GLAZING BEAD (LAM. GLASS) E6 FLANGE ADAPTOR r.120 1.119 .995 LTIV -2x91 A50- 1.081--i 1.184-1 E4 GLAZING BEAD (LAM. INSUL. GLASS) M2 SCREW COVER 1.130 1—.065 550 7 O .050 1.395 E5 NAIL FIN ADAPTER ITEM PART # QUANTITY DBSCRUMON ILATERLAL MANF./SUPPLIED/REWARRS E1 CGI -118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 CGI -110 4/ WOW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - PW-130LMI .S. 7 of 7 �OPZ&ll3%0LMI-NOA Dv. IPI. M1 CGI -382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI -124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CCI -112 AS REOD. -FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-T5 M52/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A 52 /10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHIL PH SMS ST/ST - CIRCULAR WINDOWS RODUCT REVISED s complying wish ON Flelida wilding Code lcceote Alo 19.06021 WELDED JOINT AT ENDS 7q� RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS mie. Dade WOO." - • • • • 1111111/ TIN.: • SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.AI ) vv -.9A • • ICGP: • • •% • impect ResistantI\ \�` LY �� • '. • • • • ndows &Doors Wfll!lrRO#OFR'- LICENs Q�.•• F '••!� ; '.•� Deecrtpt(on: Date: N0.58705 EXTRUSIONS, BOM 5/22/19 ,,,;,,,•,,,.,,,, I ,,,,,,,.,,,.,,,: _ �I Rsvilion: • • • • • • • Rev. t1y. e . s • t5 • PRL�D V Y N MILLER 1070 CHN O DRIVE = :' Wl ORIGINAL ISSUE • • • • • • . N. IE cE, 3425 �0�'• • • • • • 941) i�s ••.!cC ORIDP•. •'G\�\. • • • • • •• ���,,�NALIIL``\�\ SeMl�lbdel: Shsef: • IGHWeWOKS,1'S/O [NT Cf LL RGHT5RE5ERVE0 PW-130LMI .S. 7 of 7 �OPZ&ll3%0LMI-NOA Dv. IPI. CERT. OF ALITH. #29296 A. LYNN MILLER, E". P.E.# 58705 • • • • • • • • • • ••• • • • ••• • • MIAMI. ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv 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 Cont"I Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resgrve� tte righe tc ttave th1� • • ; • product or material tested for quality assurance purposes. If this product or material fails t5 perform it.U'v%ccepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immectiafelX revoke, modify, 8? 0 0 0 0 suspend the use of such product or material within their jurisdiction. RER reserves:the" right to revoke th4••e: acceptance, if it is determined by Miami -Dade County Product Control Section that this prQduCt or +eiq;? fails tq meet the requirements of the applicable building code. 0 0 0 0 .. 0000 ; • • This product is approved as described herein, and has been designed to comply with the Fl®aihiluilding0iode, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "160 Sentinel' Aluminum Outswing Glazed Doors w/wo Sidelites -YMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum-Oufswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated -0h6/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08, 2023 bLI l�IZv i Approval Date: February 22, 2018 I Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA' S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9. 1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file 413-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0090 2) Uniform Static Air Pressure Test, Loading per FtC AS 201.94 - 3) Water Resistance Test, per FBC, TAS 202-94(+56.D PSF, si1.SZQnly) 4) Large Missile Impact Test per FBC, TAS 201-94.0,,;,; • 5) Cyclic Wind Pressure Loading per FBC, TAS 20349 . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 201-9.F • * 0 0 Along with manufacturer's parts and section drawing marked -up drawings bf.4a1-ft:ainura6C"-Vv/ sidelites, by American test Lab of South Florida, Inc., Test Report No. AMV 1218.01g2Idated 02/11/2013, signed and sealed by Henry Hatem, P.E. • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC T -AS 201-94.' 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, RE C. CALCULATIONS 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Prduct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th 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. . . .... ...... 2. NEW EVIDENCE SUBMITTED ' ...... . A. DRAWINGS • ...... 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Out swino Door "0orati6n, sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq dated • •; • • 01/03/13 and last revised on 02/13/18, signed and sealed by Javad AIM, P.E, 00 00' • .. .. ....0 ...... B. TESTS ' ' . . .. . • ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • 2) Uniform Static Air Pressure Test, Loading per F13C TM 202-74'. • ' 3) Water Resistance Test, per FBC, TAS 202-94 0.00 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their -Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their."''iesifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring ora 0708/19. • • • • """ ...... . ...... F. STATEMENTS...:.. 1. Statement letter of conformance to FBC 6« Edition (2017) and of rto ficial tqv j;fit • • • • prepared by Al Farooq Corporation, dated 11/13/17, signed and sealetrtB Javad'Ahmad, P.B::••. ...... .... ..... .. .. .... ...... G. OTHER • 1. This NOA revises NOA #14-1015.04, ex inn on 08/08/18. Ve 00 2. Test proposal #16-0947, dated 07/26/16, approved by RER. • •• • orge M. Plasencia, P.E. Prod*t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (X)K) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16" ANN. GLASS r i � ym .075' Saflex CP With PET Core By 'Eastman Chemical Go.' .090" Soflex Clear And Co!., Closs INTERLAYERS By 'Eastman Chemical Co. .090" ScntryGloe By 'Kuroroy America, Inc.' .090" Tr 1.1 PVB By 'Kuraray America, Inc.' J 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 899 - GE -1200 _z In ' I 1 � 3 mm 38 \ F 7 1 n I \ O I� II 53 AT 1/4 POINTS 10,14 , GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS GLAZING OPTIONS 3/16" HEAT STREN-D GLASS .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Gloss INfERLAYERS By 'Eastman Chemical Co.' .090" SentryOlas By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREMD GLASS SILICONE DOWSIL 995 DOWSIL 899 GE -1200 38 I ! \ I� I! I I I I 53 AT 1/4 POINTS GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Data 08/08/2023 By Miami-D'�de Product Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS/SIDELffES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. to o f m INSTRUCTIONS_ • • • • • • • • SHuTTE�S • E �OT,2�IRE0. n USE CHARTS AS FOLLOWS. • • • • • • • • • c " • • • • • • • • • • • • • • • • • • • • 111111111// rii7 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED xy11 ,' ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. FEB ` It STEP 2 FOR SINGLE (X) AND DOUBLE (%X) DOOR CAPACITIES SEE SHEET 2 = _ 0592 _ STEP 3 FOR SIDELfiE PANEL (0) CAPACITY SEE SHEET 3. • FOR • • • • • •• • • • • • • • • • • - �/� STEP 4 SIDEUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. • • • • • • • • • • • A OF - (4/ ` drawing '�ilSs•"• no. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 • AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • • • • �C9� W1 3-01 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16- ANNEALED GLASS .090" Intedayer Sall ex Gear Md Color Gloss By 'Eastman Chemical Co.' -3/16' HEAT STREN'D GLASS SILICONE rDOWSIL 995 OOWSIL 899 GE -1200 12 I !il XL EDGE SPACER 1 I. ST. STEEL BY 'CARDINAL' OR } DURRASEAL BY 'QUANEX' O \ / SUPER SPACER BY 'QUANEX' \ / OR _ KODISPACE 4SG TPS BY 'KOMMERUNG' 33 AT 1/4 POINTS GLASS TYPE 'Cl, 1" OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS 3/B" AIR SPACE 3/16- ANNEALED GLASS .075" Intedayer Saftex CP With PET Core By 'Eastman Chemical Co.' 3/16- HEAT STREWD CLASS SILICONE DOWSIL 995 DOWSIL 899 GE -1200 38 12 $L EDGE SPACER OR STEEL BY 'CARDINAL' o } DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE •C2' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS 3/16- TEMPERED GLASS 3/8- AIR SPACE 3/16" ANNEALED GLASS .090" SentryGlas INTERLAYERS-7 By Kuraray America, Inc. .090- Troaitol PVS By 'Kuraray America, Inc. �3/16"OHE 01`SETRSN'D GLASS � m � ]� 2 XL EDGE SPACER r IST. STEEL BY 'CARDINAL' OR \ DURASEAL BY 'QUANEX' O OR SUPER SPACER BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. GLASS .•. . . • . •.• PRODUCT REVISED - a as comp] Ing with the Florida Building Coda • • • NOA-No. 17-1226.05 . • . • . • • •. .• • . Expiratlon Date 08/08/2023 y .. � m . . . ••• . By o m o • • • • • • • • • • • • Mla Da roduct Control 'n • • • • • • • • • m' o •• • • • • • • • `- c — • •• • • • • ••• • ••/j ••• •• • • • • F8I 3,w.•• 1018 01%illilfrrr ENSE .; n p - 792 = a a • • • • • • • • • • • OF '�Q/� drawing no. . • • • .. .. • • .: oR"••'��.' ''/, • ...., ria .. W13-01 .•. . . • . •.• • • • • • . . • . • . • • •. .• • . • •. .. ... . . . ••• . • 6" MAX. HINGES HEAD/SIL SEE NOTE CORNER'_ BELOW n � 2 n J w � m � 42" 2 ANCHORS TAME WIDTH -1 /-TYPE A', B' OR 'C STILE ENDS u / I e ANCHOR TYPE u / 1 1 n / 1 6 6 6 u 1 70.0 80.0 - u/ e �I 1 FLUSH BOLT II N • YI N • • / i/f e •• IY 1 e • /Lr 1 ••• II 1 • II II SEE SHEET 10 u �_ II ____ II � II I I 11 \ II tl 1 \I I fl II\ 1 M — II \ I� II \ p II II n II ACTIVE .- 26 1/4 I 0 s b U 2 ANCHORS TYPE AT STILE ENDS _ TYPICAL ELEVATION ( X ) - HEAD/SIU HINGES CORNERS SEE NOTE BELOW u DOOR OP'IQ VAS 81 1/2- R FRAME WIDTH 3" 6- 3" iG M SEE CHART FOR QUANTITY p I H 13 <y 1 t ACTIVE NAC N w --- B 28 1/4" 28 1/4" D.L. OPG. D.L OPG. HEAD ANCHORS QUANTITY AT STILE ENDS SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF GLASS TYPES 'A% 'B'• 'Cl-, 'C2' k 'C3' ANCHOR TYPE SHIM 'A' B. C. 1 4 4 4 II 6 6 6 1/2' 7 7 - 70.0 80.0 - 1 FLUSH BOLT • • • • • • 1 • • SEE IEH�ET 11 • •• •• • • • •• •• ••• 3 POINT LOCK 1 • I✓ SEE SHEET 10 u ____ II � II I I \ I� 1 I I iG M SEE CHART FOR QUANTITY p I H 13 <y 1 t ACTIVE NAC N w --- B 28 1/4" 28 1/4" D.L. OPG. D.L OPG. HEAD ANCHORS QUANTITY AT STILE ENDS SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF GLASS TYPES 'A% 'B'• 'Cl-, 'C2' k 'C3' ANCHOR TYPE SHIM 'A' B. C. 1/4" 4 4 4 3/8" 6 6 6 1/2' 7 7 - 4 ANCHORS SURFACE APPLIED SINGLE OR DOUBLE DOORS TYPE 'B' FALSE MUNTINS WITH SADDLE (ADA) SILL AT STILE ENDS MAY BE USED TYPICAL ELEVATION HINGES: ( XX ) 4" X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED LOCK SETS: (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) CC = COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD - B••ALL�DWIN•• •! S INSULA70E • • • • • • • .SLE$ �-% • • • • • • • CXL0- CARDINAL •L • • • • • • • KOO �KODISPAC• • • • 111111111 tl/r7 • ••• • rY NOTE: QUAN = 41UANEX OUR•SEA• • • • • • • • QUAKER SUPER"CER • • • • • e 201 }p �` • ;, VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. FEB1 5 PO1B �•• 1,10ENSE.'••® NOTE: PRODUCT REVISED X82 = a a FLUSH BOLTS AND LOCKS MUST IN as comPlying with the Florida = :• 1 : }"T = v g t ENGAGED TO HEAD AND SILL DURING • • • • • •�IiMin coin • • 1'k NOTE: PERIODS OF HURRICANE WARNING. • • • • • �'v I 11 = GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOOR D.L.O. DIMS. ! A -N.. • 17-i22G.05 - • • • • • ��� •. 'YI�F � �drawing no.D.L.O. HEIGHT = FRAME HEIGHT - 12!8791 • • • • Ekpintfon Dade 08,408/2023._ ... c9�.� W13-01 D.L.O. WIDTH (X DOORS) = FRAME It t3♦7s" - aS D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 • Miam Produc control /'7Y�®�A111�1�`\ sheet 2 of 13 SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF GLASS TYPES 'A% 'B'• 'Cl-, 'C2' k 'C3' FRAME WIDTH (X) WIDTH (XX) LEAF THRESHOLD TYPES LOCK SETS HEIGHT WIDTH STD. ADA SCH CC BLDW INSUL. GLASS SPACERS CXL KOD DUAN 37-1/4' 72- 96- ! }5' 80.0 7D.0 80.0 80.0 80.0 80.0 80.0 80.0 42" 81-1/2" 96" 39-3/4" 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - LOCK SETS: (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) CC = COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD - B••ALL�DWIN•• •! S INSULA70E • • • • • • • .SLE$ �-% • • • • • • • CXL0- CARDINAL •L • • • • • • • KOO �KODISPAC• • • • 111111111 tl/r7 • ••• • rY NOTE: QUAN = 41UANEX OUR•SEA• • • • • • • • QUAKER SUPER"CER • • • • • e 201 }p �` • ;, VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. FEB1 5 PO1B �•• 1,10ENSE.'••® NOTE: PRODUCT REVISED X82 = a a FLUSH BOLTS AND LOCKS MUST IN as comPlying with the Florida = :• 1 : }"T = v g t ENGAGED TO HEAD AND SILL DURING • • • • • •�IiMin coin • • 1'k NOTE: PERIODS OF HURRICANE WARNING. • • • • • �'v I 11 = GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOOR D.L.O. DIMS. ! A -N.. • 17-i22G.05 - • • • • • ��� •. 'YI�F � �drawing no.D.L.O. HEIGHT = FRAME HEIGHT - 12!8791 • • • • Ekpintfon Dade 08,408/2023._ ... c9�.� W13-01 D.L.O. WIDTH (X DOORS) = FRAME It t3♦7s" - aS D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 • Miam Produc control /'7Y�®�A111�1�`\ sheet 2 of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 43 1/8" tG 37 1/8' D.L OPG. TYPICAL ELEVATION ( 0 ) SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) II ii H H w a GLASS TYPE 'C3' T 0 W.(+) I INT.(- m J o EXT.(+) 0 30" M. 36" 37-1/8' 39"80.0 42' tG 37 1/8' D.L OPG. TYPICAL ELEVATION ( 0 ) 6' MAX. 1EAD/SILL CORNERS 42' 37 1 D.L I 165 1/2• MAX. 81 1/2' SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) II ii FRAME GLASS TYPES 'A', 'B', 'C1' GLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH HEIGHT W.(+) I INT.(- W.(+) NT.(-) EXT.(+) INT-(-) 30" M. 36" 37-1/8' 39"80.0 42' 84" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 W. 33" 36" 37-1/8' 39' 42" 90' 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 30' 33" 36' 37-1/8' 42" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 80,0 80.0 - - 70.0 70.0 80.0 80.0 6' MAX. 1EAD/SILL CORNERS 42' 37 1 D.L I 165 1/2• MAX. 81 1/2' SIDELITE OPTIONS (-EACs INS I ATOR IMRATIONC FOR ID TFS WIDER THAN -1/8" ONLY_ 90' h 96' HFJGHTS FOR GLASS TYPES 'C2' h 'C3' SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE k MULLION ENDS ANCHOR TYPE SHIM 1/4 4 4 4 3/8• 6 8 6 II ----Il---- II ii n I1 I� - •�Ii FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON u SHEET 2 II II II =FLUSF�Bot It II II II • • rDETAILSEE • • • • • • SH II JE 3 DINT LSEE SH�L7 II II 1 1 I 11 11 SIDELITE OPTIONS (-EACs INS I ATOR IMRATIONC FOR ID TFS WIDER THAN -1/8" ONLY_ 90' h 96' HFJGHTS FOR GLASS TYPES 'C2' h 'C3' SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY AT STILE k MULLION ENDS ANCHOR TYPE SHIM 1/4 4 4 4 3/8• 6 8 6 II ----Il---- II ii n I1 I� - •�Ii FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON u SHEET 2 II II II It II II II 28 1/4" 28 1/4' ).L OPG. .L. OPG. O.L OPG 4 ANCHORS TYPICAL ELEVATION TYPE 'B' ( OXXOAT STILE AND % MULLION ENDS SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. ., ... . • • -C T QUANEX DURASFAL k SUPERSPACER NOT ALLOWED • • • • •. • • • • ••. o FOR GtA55 TYPE 'C3' • • • • • • • • • c CARDINAL XL (UMIT MAX. LOADS TO t70.O PSS • • •: : : ` : : •: • • `\``�7�1�11 1�T ','' n 'I FEB i 3 2018 ��•" �GENBE'•• V PRODUCT REVISED as comp Ing with the Florida NOA-No. • 17#1286.05 SIDELITE D.LO. DIMS •! • D.L.O. HEIGHT = FRAME HEIGHT - 12.875• • •t • • • • Expirl.ion 4teOW002023 TE !y� Browing no. D.L.O. WIDTH e SIDELITE WIDTH - 6' STAND ALONE SIA6A ORL4 • ��5+ •" D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY Mla -Da roduct Control �7iNA111111��� sheet 3 of 13 • • • • • • • • • • DESIGN LOAD CAPACITY - PSF SIDETITE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES SIDELITE TO DOOR MULLION (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 1 84 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.0 80.0 24 30 33 3639-3/4 37-1/8 39 42 K 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 24 30 33 3639-3/4 37-1/8 39 42 96 80.0 80.0 80.0 80.0 80.0 80.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 SIDELITE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 5 i e DOOR ` WIDTH FRAME SIDEUTE WIDTH' ` WIDTH / / K / HI C (XO ) ( Ox SIDELITE DOOR FRAME WIDTH WIDTH --- DOOR DOOR e00R I� WIDTH ` WIDTH ` WIDTH • • /G / /; K J C / % % \ H K PRODUCT REVISEDpD 71592 \ (XO ) ( Ox SIDELITE DOOR FRAME WIDTH WIDTH --- DOOR DOOR e00R I� WIDTH ` WIDTH ` WIDTH • • ••• / /; \ J C / % % \ H - o- MULUON� (OXX DOOR STILE END ANCHORS (l xX0 END ANCHORS SEE SHEET 3 SEE SHEET 1 CC WIDTH WIDTH WIDTH WIDTH • • ••• / • \ \\ C / % % \ H K PRODUCT REVISEDpD 71592 \ / • •as ��I°e Iylongwith tlhe Florida FEB 1 : ZO� P • •• •• • • ( oxo) ( xox ) o coeur WIDTH WIDTH WIDTH • • ••• • • \\ JO / E H PRODUCT REVISEDpD 71592 • •as ��I°e Iylongwith tlhe Florida FEB 1 : ZO� P • •• •• • • J7 1 •• ••• • • drawing no. ( OXXO ) • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS AN LORIDA BUILDING COMMISSION • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 •••• • • • • • •• ``\I\111®111A1 I1 Tt/ • •000 c o o v • • ••• • • so 00 w`-.... C PRODUCT REVISEDpD 71592 • •as ��I°e Iylongwith tlhe Florida FEB 1 : ZO� P • •• •• • • J7 1 •• ••• • • drawing no. • • R1RIratpn aat 8/0 /20 • • • STA Of.(y� • • Nita i-•ar uct ontrol rl70111%11111�\ sheet 4 of 13 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONSFOR SPACINGCONCRETE n O N 1� 39 A I I II O 0 IL. I I I Q 5z, m LI J rs rD Q W In lx� I N O W R Gni a 0 II O S N o a J L•+ p N 17 n h< C, - n II I O— i i ii O � o I I I I I a PRODUCT REVISED POURED dc HARDENED j as complying with the Florida i 49 l I I I 7 HIGH STRENGTH GROUT qg I i 7 Building Code d I f'c - 5000 PSI MIN. I I NOA-No. 17-1226.05 m g NOT BY CGI WINDOW I MUST TRANSFER SHEAR %� 43 Expiration Date 08/08/2023 LGADS TO STRUCTURE B I I 47 I I BEARING .. u u-- 3g 1 1 I 41 LOAD � 10 (SOLID SHUTS 51 I I I Miami-!? roducL Control .54 o OPTIONAL TO GROUT) I I :{} • • Is• • • • • • • • • '> 7f, 40 1 I I 44 � � I I 1 I • • • • • • • • • \� a •. .: .•: :.: 'fE81 51018 ,,t,Illlil,,,,' .� �� Is 9 DIST. TYP SfflCAL TYPICAL ANCHORS 2 ELEVATIONS ANCHORS EDGE DIST. SEE ELEVATIONS f7 �• ; �7 _ o v - EDGE FOR SPACING FOR SPACING • • • • • 000 • • • • • • • • • • • • • Y OF � <(/�� SADDLE (ADA) THREallOLD •0 • • • • • • • • • • .� ��� '��,t`yp drawing no. APPROVED STANDARD FOR THRESHOLD WATER INFILTRATION OP,.: NOT APPROVED FOR WATER INFILTRATION Rt S�ANC�E •• • • `� RESISTANCE • DOOR -ATA � • • ����Sj�® W13-011 LIMIT MAX. DESIGN LOADS TO ±70.0 PSF -WS � sheet 5 of 13 • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY WOOD BUCK SEE NOTE SHEET 1 2BY WOOD BUCK EDGE DIST. OR . W0OD STRUCTURE METAL CONCREdE SEE NOTE SHEEP 1 STRUCTURE EDGE EDGE DIST. � Z 2 w d \ S iO p TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'-, 1/4" DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) MIN LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) MIN LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'C = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. •• ••• • • • • • •• a.:00 . : •: 4F81 5 2018 •• ••• • • • •• • ,- u _ ___ ____________�� I I MIAMI -DADS COUNTY APPROVED ICUPPED Z I j SEE SEPARATE M Building Code _ NOA-No. 17-1226.05 u O>WN` • • a/. O I� 19 K • • • • • W Vo�ri TYPICAL ANCHORS SEE ELEVATIONS a C M s p y p Q d FOR SPACING 0 O W. --o Q0N LLFEEIs J 11$a aura€� •• ••• • • • • • •• a.:00 . : •: 4F81 5 2018 •• ••• • • • •• • ••• • ••• ••• • 2.- M Building Code a rc NOA-No. 17-1226.05 u a a • • • • • • • • • • • • • • • • • • • • • • • ' DOOR IDETA LS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED c : as complying with the Florida 2.- M Building Code a rc NOA-No. 17-1226.05 u a a 6 p Expiration Date 08/08/2023 By m m 0 0 - miam Datl roduct control i ': •GEN@F'•� drawing no. 13 3/8" MAX. 1 B 22 2s 1 /2' MAX.. �V p LOAD BEARING © O LOAD BEARING I;t SHIM 41 OoR t t 242 SHIM 16Y WOOD BUCK m 3 . SEE NOTE SHEET 1 Z Z ACTIVE LEAF TYPICAL ANCHORS IL ? a 0. TYPICAL ANCHORS 39 SEE FOR SPACING 9 N SEE ELEV. O n FOR SPACING 49 39______ W F 52. 7 r /yG>0 0.0 O 60 m p aaa � 46 36 35 34 7 3 7 33 47 14 4 '� N D.L OPG. Z N o METAL EXTERIORJ Jam Qwmi: STRUCTURE LEAF WIDTH N DOOR FRAME WIDTH � U � C 1 J — � L N 0 w V 1/2' MAX. E V LOAD BEARING' • 22225555 © 19 22 25 O 20 2 26 1 /2' MAX. - _ SHIM LOAD BEARING F- ^ N CONCRETE - 4t 16 OR 1 24 2 SHIM 3 fy M I OR . MASONRY ACTIVE LEAF -6;�:� INACTIVE LEAF 3 BY W000 BUC Z n TYPICAL ANCHORS 39 t4 W D ST RU RE SEE ELEV..; - SEE OTE EET 1 >:1 FOR SPACING. U ¢ J 49 _ 49 O 1 / �n N 52 37 aN i i ov 0 N 46 3635 3405 &4j 38 11s 7 33 47 14 4 18 7 11 D.L OPG. TYPICAL ANCHORS D.L. OPG. SEE ELEV. FOR SPACING u 6 d L L w LEAF WIDTH EXTERIOR LEAF WIDTH - m c_ o DOOR FRAME WIDTH o B o o c • • • • • • • • • • • `1111111111////// PRODUCT REVISED FEB 1 5 - es complying with the Florida 2018 /`•" k 2 Building Code ,ry�A'( - L' 610A-Ivo. 17.122.13.05e • • • • • • 000 • = - t Expiration Date 00, W021/2523 • • • • • • • • • • • • • • TA OF fy drowing no. By°. W13-01 Mla a roduct rol • ll00R ATA�L�S � • • • • 'iss/ ��1`�J /7A/�N11Lj1111 sheet 7 of13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS tel. SEE ELEVATIONS ..-EDGE'DIST.` a FOR SPACING 19 22 25 O MATING JAMB FASTENERS M e 3 0 y 6 CONCR.ft . �CONCRETf, 1 2a 2 2 5 FOR LOCATIONS 4S SEE DOOR JAMB SPACING ON SHEEP 2 & 3 a 3 O`oq U (2 F N OUu,A \ati ODWm aKRM'o 3 0 aco w 0QbE PRODUCT REVISED as com 1y ng with the Florida � i D N w EXTERIOR T 33 4� 14 42 Building Code Q LL Z w _ o NOA-No. 17-1226.05 J D m 2 $ Expiration Date 08/08/2023 Q w ami 2 O i ' LEAF WIDTH D.L. OPG. By Miam roduot Control j DOOR FRAME WIDTH SIDEUTE WIDTH O m u 42" MAX. SINGLE (X) v C I 81-1/2- MAX. DOUBLE (XX) g 0 Oho v Q W I I �i I I- Ij I 1/2- MAX. C 4 tV o V = 1j a III LOAD BEARING. SHIM N u `) O $ h N N o "" MATING JAMB FASTENERS 0 M n O W FOR LOCATIONS SEE DOOR JAMB SPACING d C CORNCRETE 4 is O3 a 2 ON SHEETS 21 3 Fz Z n W I.I C3 - MASONRY ti 'I I II 41 a 46 i. 39 os II o 3436.36 13 EXTERIOR ;, g v�LL 44 O.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDEUTE WIDTH DOOR FRAME WIDTH 4' LONG 42" MAX. SINGLE (X) o SEE ELEV. • • • • • 1-1` � MAX. DOUBLE (XX) FOR SPACINGLl M WI TF1 o3 • • • '1 10 3 • • LEFORESI�AIN�R • • 00* • • • • • • • • • ���Y��..®!I'9 i • /� ��:•' GEN$F' / �� � 44 FE81 5 1018 = / ` \A 70592 s o a o 'TE )NC •EDGE ' NOTE' LIMIT SHIM TO METAL S11tUCT AT J�AB� TO '/8" �— • • • • A � ^" •' EOF fy�� drawing a \ TYPICAL ANCHORS • • • • • • • • • • • • ON •.• G`� no. W1 3-01 Dlsr. `SEE ELEVATIONS • • 9IDELITE •DF.TA�LS • • • • /� �•. .. /...... sheet $ of 73 FOR SPACING Y� 110 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • DUMMY PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS • • • • • • • • . • I AL-190 AS REOD. FRAME JAMB 6063-T6 KEYMARK / SAPA ••• 1 24 4-r--- % _ __, 0 n AL-196 AS REOD. SIDEUTE HEAD & SILL 6063-T6 KEYMARK / SAPA 31 ___ Z q n J JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF - INACTIVE LEAF Q n < AL-197 AS REDD. FREE STANDING SIDELITE 9 AL-198 AS REOD. MATING SIDELTTE JAMB 6063-T6 KEYMARK / SAPA ___ --- i f Z a AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA a' e 6 O AL-194AS RE00. PANEL VERTICAL STILE 6063-T6 KEYMARK / SAPA N AL-199 AS READ. SHEAR BLOCK 6063-T6 KEYMARK / SAPA a Q" AL-191 AS REDD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA Q �"j W n AL-192 AS REDD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA V 0 > rT IAM.) 6063-T5 KEYMARK / SAPA 2 AL-121 AS REDD. GLAZING BEAD (7/16' OPERATION OF DEADSOLT 31 AL-123 AS REDD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA (WITH KEY FROM THE RIOR OR THUURN EXTERIOR EXTEMBI I I _ ---___ Q 4T AL-200 AS READ. SHEAR PLATE 6063-T6 KEYMARK / SAPA FROM THE INTERIOR)-1--�Y E 1 O: Z n AL-195 AS READ. ASTRAGAL 6063-TS KEYMARK / SAPA ACTIVATES THE THREE-POINT L-----_, _- -----��O! 80 Q m 7 a n^ AL-508 AS REDD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK SAPA / LOCK MECHANISM REGARDLESS OF LOCK SET = A O i AL-540 AS REDD. SADDLE THRESHOLD (ADA COMPLIANO 6063-T6 KEY/AARK / SAPA OPTION INSTALLED. Oma -I HO-4503PL AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY SECTION AT DEADBOLT LOCK m aA i HO-1204 AS REgD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY HD-5455 PASS AS REOD. LEVER LATCH LOCK, AT ACTIVE PANEL h g HO-5455 AS READ. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS &ALmN = 3 U C I HD-8231AS REOD. (THUMBTURN), AT ACTIVE PANEL 19 2 25 0 2326 J10 TOR605 AS READ. LEVER LATCH LOCK, AT ACTIVE PANEL MR J10 TOR6G5 AS REDD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE S Q JD60 AS REDD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 0 w HO-34-10116 AS REOD. LEVER LATCH LOCK, AT ACTIVE PANEL 31 �+ b U N a HD-34-10116 AS REDD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK ACTIVE LEAF INACTIVE LEAF C O F o HD- OB2410 AS REDD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL HD-537 AS READ. LATCH LOCK STRIKE PLATE S. STEEL - - 2 /PIATE fB X 3/4" PNP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - - - - - y 3 HD-538 AS REDD. DEADBOLT STRIKE PLATE S.STEEL - I C Z 2 /PLATE f8 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - HD-53EN AS READ. LATCH LOCK STRIKE PLATE SHIM NYLON CCI 6 2 g U p w HD-390P AS READ. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI O HD-STRIKE BOX AS REOD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY S_ STEEL CGI HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI r W HD-CH-108 4 /LEAF 4-1/2" x 4' HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK AL z HD-ABBOO-US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER - 6 8 HD-AB800-US 4 LEAF / 4-1 / 2" x 4" HINGE S. STEEL HAGER o ~ yy ~ 03/8'-16 ROD 2 /LEAF 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL WS-387V AS REOD. GLAZING BULB (DUROME7ER 75/80) PVC PROTOTYPE WS-W33321 AS REDD. .187" x 320' ULTRA SOFT FW WEATHERSTRIP - ULTRAFA13 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - SEALANTTS: HD-12-10042 AS REDD. 350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o - - o - - WS-32011 AS REOD. FOAM-TETE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY • • 000 • • • • GE•SCSWAO SILICONE SEALANT. g a HD-CLIP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - • • • • • • • o u o - 3 /CORNER f10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - • ,,••. !•. ,��+,•�., raFVl. EQ�• • • i L lAI I ITT/ - SEE ELEV. 14 3/4" HH. TEK (MULLION ATTACHMENT S. STEEL - • a 9;1�- lyi 1 Ar,�th �Ae �( . • —• • • AtAAtAA / •• n 6/HINGE , 4/CUP f12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL -�- O -No.E �t-�22�i•0•S ••" ">70 i I - 2/EACH 16 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expiration Data O 8/2023 FEB 1 5 4018 _= 7^�No. 0682 - 1/EACH f10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - SERRATED-FLANGE NUT PLATED) �- - • • • 0-yMlam • 03/8'-16 NUT 4 /LEAF e3/8'-16 (ZINC r tl Gontr • - �; ••, - 2 /FLUSHBOLT f8-32 x 1/2" PHP, PH. MS- (FLUSHBOLT ASSEMBLY) S. STEEL - • • • • • • • • • EEB� O HD-DOOR SWEEP 1/EACH HOLE DOOR SWEEP (OPTIONAL), SECURED W/ f6 x 1/2" PHP. PH. SMS. INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) ALUMINUM NYLON SCREEN:ECI• • - • • • • • • i • • • • • • • • • (g+` F • :y� 1 P'' G\�� drawing no, W —011 HD-34-10003 1 /SCREW '777Sj�till 2/ LITE SETTING BLOCKS EPDM pUROMETER 8015 SHORE A IIL�AA sheet 9 of 13 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • LOCK (P1;i11 STILE �u U CDi A5TRAr& Z y QWni J N 0 4 O 0 W N 0 t u"n n j naz4,z-In• li IJ 0 p 5 p (�1n PHP. PH. 55. N5. IV 0.450' (OD) r .031' I O i! 6 pM Nnt��p} I) I I ON WASHE0 R II I O p 10 lC li Ji i 0.595(W)r.D4Dr(O II I I S.STEPLPRI SNG 0: z 11 i. ; W 0.450' 0 N D) r .09 1' y O WON WASHER Z p .0.. II I TOP HER RDD wrtH li 1'11 J Zp < . COUPLING Nur I; I TILE HT: 49.5159 I m I! 0 c 1 NriON 511ENCE,2 O`1 B DCR 0 O 011500- 3. 5TEEL 0 I 0 " WHEEI � 3i � lal x V 4 p N O O i ;O 4 j oOFt Loor° -j� n5 0- 3 3 J � c Z- n c I O r 3 j ! PRODUCT REVISED !i ; I y I as comp)ying with the Florida g u U Building Coda ii I 47 NOA-No. 17-1226.05 0 0 0 3 0 DOTrON HEx Roo i I e ra Ex itlon Date 08/08/2023 1I 11 II W/COUPIIlIG Nff I P li 1 ILLNGTH.34') 1 1 " I °' 1 M / e Product ontro g - - 1 ; 1111; II i ••• • • • • • •• -o+ '1'11 !i ,I i o + • • • • • • • • �g�ow� I z • f •• • ♦ • • 0 w •; • • • • • bili 111 /)P q 4 i i FEB 1 5 1018 n No. h Y92 •• • • • rte` • • • AY F drowin no. UNLOCKED POSMON LOCKED POSMON �'PPPI�PlA�1`t�Rsheet 10 of 13 • • • • • • • • • • ••• • • • ••• • • ••• • • • • ••• • • •• • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 A4TfVGA1 �� U O Oa "t LOGR (InPLTNEJ ST6t Z e Qz I si �� 4a I I f g R �a �m i o IIIA l i o WN �'� I W osCY�IN I I cc, .0 M Q a i I I I I I III Iii � incc a�m�o I j III I IL z o g C� =im W i Iii II II 47 i I II .... \ a r so I �j J 8 tj c ri 1 o M o Ld 0 LL C N nn v 3 S t L i M to I Z ^ 30 R d o— o� rtusnear MfUATOR I—� U k 50 II I PRODUCT REVISED m o I I as complying with the Florida c � s I� Building Code I NOA-No. 17-1226.05 W ji Expiration Date 08/08/2023 II By mla -Da roduct Control I NOTE: v � o i • • • • : fl-1.191-1 BOLT AT•INPITIVE `TOLE g 8 n I • TPARrIAOTOP E:D 9C-NON SHOWN, BOTTOM END SIMILAR) o o • • i FEB 1 2018 _ 7M2 = s U • ••• • ••• ••• • _ 5 li II • •• • • • • • • �� I • • • • • • • • • • 7 OF (y; ••• ••• :�'�`�;•.;�? drawing no. it •• �• �• ••• toP.••'G�'�� ���Oi/ONAL W13—01 UNLOCKED POSITION LOCKED POSITION rNnuNt ••• • • • • ••• • • •• • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 3.6zs .750 1.590 .100- O DOOR FRAME HEAD/SILL .062 � 5 I-� 1.587 -d O FRAME COVER ,.587 .612�2� 10 SILL COVER .465 I� .075 1.063 O SIDELITE TOP & BOTTOM FRAME 75 SIDELITE JAMB COVER 326' h -.135 • 91�II .070 .805 r- 245 g I I .625 F�-1.622 ••• 1.060 O 14 ASTRAGAL ADAPTER SHEAR BLOCK O TOP & BOTTOM RAIL 5.50F.0 080 1.828 ---l- 1.440 4.495 —�1 O HINGE & LOCK STILE 13 SHEAR. BLOCK PLATE 125 .500 N- 4.000 —moi 16 SADDLE THRESHOLD DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB — .675 991050 1.184 11 GLASS STOP (LAM. GLASS) � -y I--.120 .995 .062—IjO50 12 1.184 H - GLASS STOP (INSUL. LAM. GLASS) PRODUCT REVISED as comp)yyingg with the Florida Building God• NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia Da roduct Control • • • 11 fill Z n ti O r m Z � N w a wig 4 n O N N OGaiM C1o�� &�m c dao 0 -3t, W In N 2 JZOEa aw'f 2 FI -91 5 log: N = a • • • • QF 4y� Browing no. • • '% /s® • • ••• •• 7j7l1filla�1 ` .heet�2of13 • • • • ••• • • • ••• •• •• • • • • • • 44 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS mm`,, HOLE CAP MATING 'AMD FASTENERS SEE SHEET 8 FOR DETAIL t DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER HOLE SIDELfTE JAMB CORNER jOP & BOTTOM SADDLE THRESHOLD CORNER 1-0 A 44 ASSEMBLY FASTENERSTTO BE INSTALLED moi/ ;• • • i'•, ', � age • • • • • • e.4 ` drawing no13. • ii • • •• • • ''��i�® P` 't ' sheet 73 of 13 PRODUCT REVISED !� as complying with the Florida p Building Code NOA-No. 77.1226.05 °' g z b g Cxpiration Date 08/08/2023 BY Mia -Q roduet ontro g o o ••• ••• • • dour •• s • FEB 14 �181Q i •\`�III•unr ��. moi/ ;• • • i'•, ', � age • • • • • • e.4 ` drawing no13. • ii • • •• • • ''��i�® P` 't ' sheet 73 of 13 M IAM 1•DIADE MIAMI-DADE COUNTY 0:21 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.gov/economv CGI Windows and Doors, Inc. 10100 NW 25h Street Miami, FL 33172 • • • • SCOPE: ••...' •....• This NOA is being issued under the applicable rules and regulations governing lfe Mt of ou"nos Wction •• materials. The documentation submitted has been reviewed and accepted by Miamri *ade County RER - . • • • • • Product Control Section to be used in Miami Dade County and other areas where Eljgvyed by t%,44#ority Having Jurisdiction (AHJ). *0*000 • This NOA shall not be valid after the expiration date stated below. The Miami -Dada Ooiwty Produce Control • • • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade 1:�) reserve�the right****:* to have this product or material tested for quality assurance purposes. If this product er material •fails to perform in the accepted manner, the manufacturer will incur the expense of such iestog. and &e'AHJ may' • ••" immediately revoke, modify, or suspend the use of such product or material within•t1iei? jurisgiebien. REI1 • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prodiltt•&ntrol Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -D) tou r NOA No. 17-1018.08 e d► Expiration Date: September 22, 2020 112111 211 f t ry Approval Date: December 21, 2017 C1 ! Page 1 CGI Windows and Doors,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. .,,, (Submitted under NDA No. 10-0510.11) • • • •'� • • • • • , • • • 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (�j,,M.I./rM.i 1", • sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 0014/-1R5, prepargd by •' • • -Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • •... B. TESTS •••••• '•••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading Ix •�'$C TAS'202 44 ... 2) Large Missile Impact Test per FBC, TAS 2M-94 3) Cyclic Wind Pressure Loading per FBC, TPS 203-94 ; •••�• `•••�• along with marked -up drawings and installation diagram of a seMs 3500 PVC, fixed = • • • window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® • insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NDA No.10-0510.11) Manuel' P .E. Product Controlj�xainer NOA No. 18.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with EM'Sth Edition (2014) dated 09/08/14 p y q rp ' 0000:' ,pre aced b Al-Faroo Co oxatiorzJ sip ed•and sealed by Javad Ahmad, P.E. • • • • • • ...... . ...... (Submitted under NOA No. 14-0915.06) ...:.. 2. Glazing complies with ASTM E1300-09 • • • • • .... . ..... D. QUALITY ASSURANCE •••••• •••• ••••• 1. ....... Miami -Dade Department of Regulatory and Economic Resourc.es. (RER). • E. MATERIAL CERTIFICATIONS 0000" I. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amej�Wri, Inc. forl4ir :0090: "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expo' 1 g on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511, Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. ManurA7-1018.08 r P.E. Product Contaminer NOA N Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • • 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. �;4ev JL.MJ7S :T.1.)",• • • • sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09!29/17,13Mpared by• • • • 0 • Al-Farooq Corporation, signed and sealed by Javad Ahmad, A.£r : • •00. . • 0000 B. TESTS 0000.0 0000 1. None ..•••• •••• 00 00 0000 C. CALCULATIONS :00:0: • 1. Anchor verification calculations and structural analysis, comp:ying with ik;r Edition (2017), dated 09/29/17, prepared by Al-Farooq Corpfturo$, signed aad sealed by Javad Ahmad, P.E. ' 00000 00 0000. 0000. 0000.. 0000.. 0000.. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.T., approved on 08/06/15 and expiring on 09/22/20. Manuel re P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22, 2020 E-3 Approval Date: December 21, 2017 53 1/8" FLANGE WIDTH 47 7/16' D.LO. (FIX. LITE) FALSE MUNTINS 20 9/16 (SURFACE APPLIED) fi' MAX. MAX ** OPTIONAL 5 1/2' MAX. HEAD/SILL A HEAD/SILL HEAD/SILL CORNERS CORNERS b � � N M t` Y 52 1/0" -- 52 1/8' BUCK WIDTH BUCK WIDTH 47 7/16" 47 7/16' D.LO. (FlX. LITE) FALSE MUNTINS D.LO. (FIX. LITE) 20 9/16' SURFACE APPLIED) MAX. ## PTIONAL 5 1/2" MAX. 20 9/16' ## MAX. Al HEAD/SILL HEAD/SILL G. HEAD/SILL CORNERS TT7 it W 11 I I F7 II II II II II II G W 7F p I li II II II 11 ===4' it •� o D1 J 6 O I II II M O w J d B I 4 it 11 I I m E O v Lzi 5 S '/ h n L O II II II __TF__ p II II C II It 4 b � � N M t` Y 52 1/0" -- 52 1/8' BUCK WIDTH BUCK WIDTH 47 7/16" 47 7/16' D.LO. (FlX. LITE) FALSE MUNTINS D.LO. (FIX. LITE) 20 9/16' SURFACE APPLIED) MAX. ## PTIONAL 5 1/2" MAX. 20 9/16' ## MAX. Al HEAD/SILL HEAD/SILL G. HEAD/SILL CORNERS TT7 it W 11 I I F7 II II II II II II G m it li _ II t` O TF__ m M J I I io � 55 o C1 II II it K 47 7/16" D.L.O. (VENT) p U 50 1/4' VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BECORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-MEFALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL i 47 7/16" I m D.L.O. (VENT) \ K � O 50 1/4" n VENT WIDTH EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" (a 4-.0 Z q n o F N ANY U N W o C yj 'i a0�g boy a. O g tY In LLW8Z Q3mfk FALSE MUNRNS / I 47 7/16' — (SURFACE APPUED) OPTIONAL D.L.O. (VENT) 50 1/4' VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS • • • • • • l.A$Gl: b99ALE IMPACT • • • • • 'IM41LL, _IMV -1 E IMPACT • w • • • • • • 1 1111111 AA 'r I � 'P•' uCEN� -• ;'CJ • • yROUVCf RRVTS� • • : • '• : • 70592 • •s -vying with to Rwib • _ � � : � - • •luil�ag Cods• • • • � • �� wz • pcce•talq 1Jo (7 E• ! OF • Fxpirat n Datc • • • • • • • • • • orowing no. W10-03 ===4' it •� o D1 J 6 O I it B u n li ii 6 m it li _ II t` O TF__ m M J I I io � 55 o C1 II II it K 47 7/16" D.L.O. (VENT) p U 50 1/4' VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BECORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-MEFALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL i 47 7/16" I m D.L.O. (VENT) \ K � O 50 1/4" n VENT WIDTH EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" (a 4-.0 Z q n o F N ANY U N W o C yj 'i a0�g boy a. O g tY In LLW8Z Q3mfk FALSE MUNRNS / I 47 7/16' — (SURFACE APPUED) OPTIONAL D.L.O. (VENT) 50 1/4' VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS • • • • • • l.A$Gl: b99ALE IMPACT • • • • • 'IM41LL, _IMV -1 E IMPACT • w • • • • • • 1 1111111 AA 'r I � 'P•' uCEN� -• ;'CJ • • yROUVCf RRVTS� • • : • '• : • 70592 • •s -vying with to Rwib • _ � � : � - • •luil�ag Cods• • • • � • �� wz • pcce•talq 1Jo (7 E• ! OF • Fxpirat n Datc • • • • • • • • • • orowing no. W10-03 1 DESIGN IAAD CAPdCITY - PSF FLANGE DLMS. BUCK DdB. GIA.SS Zs 'A'..t'Al' rriaa twee -A, ui 2837/2• 26' 125 '/2 ' I 25- 49. WIDTH i' x 2 EQUAL L ITES 85.0 85.D 75.0 75.0 I 80.0 85.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 l'o UN@QUAL LITES WINDOWS 19-1/8• /8- DESIGN LAAO C"ACYTY - psy 26-1/2" 2 25-1/Y FIANCE OIIeS. DUCK 37• 38-J/8' SB' 37-3/8' N10Tl1 49 'A' DIM.EXT.(+) 48' Ixr.(+) INT.(-) 33-1/8- 78• 52-1/e- 75' 36-1/4• 75.0 19-1/6• 80.0 18-1/B- 49' 79' 28-1/2' 78• 25-1/2' 75.0 80.0 37' 50-5/8• 36" 49-5/8' 84' 49• 75.0 �Als-o 48• 85.0 85.0 85.0 83.043' 85.0 53-1/8' 19-1/8' 18-1/8' 26-1/2 25-1/2' 37• 63• 36' 62• 49• 48' 53-1/e' 52-1/8' 19-1/8 18-1/8" 26-1/2' 25-1/2' 37• 76' 38' 75' 4148 53-1/8' 52-1/8" 19-1/8' 18-1/8- 26-1/2- 25-1/2" 37' 85 36• 84- WIDTH i' x 2 EQUAL L ITES 85.0 85.D 75.0 75.0 I 80.0 85.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V TYP. BUCK DIMS�f I 74" TYP. FLANGE AM I_ FLANGE DIMS BUCK DIMS O IAI AMF �� _ BUCK DIMS FIN FRAME BUCK DIMS —a FLANGE ADAPTOR FRAME FLANGE DIMS Z m O b • M I`g go 0 O N m 0 0 6 O G .01 0 .a� e Q o u: a LL 2 N 0 J O0J a W O�If UNEQUAL LITES (ORIEL TYPE) •• ••• • • • • • •• • •• • • • • ••• • • • • • ItODI-It • • • • • • • 'PLy with Ott Fl111Wa • • • • •yuRfnF1� • • • • • • •'a�'�`ptwmtt•Io I 0f9.AAIyyI•� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i e c t-= I TATE OF (y� Browing no. W10-03 UN@QUAL LITES WINDOWS DESIGN LAAO C"ACYTY - psy FIANCE OIIeS. DUCK DIMS. MAK.TGP LIT ASS GLTYpM 'AVAl' GLASS TYPES 'B't'El' WIDTH HEIGHT N10Tl1 HEJGeIT 'A' DIM.EXT.(+) 1NT.(-) Ixr.(+) INT.(-) 53-1/8• 78• 52-1/8• 75' 36-1/4• 75.0 75.0 80.0 85.0 49' 79' 48" 78• 39-1/4" 75.0 75.0 80.0 85.0 26-1/2• 31• 33' 37 BS' 25-1/2• 30• 32' 38' 42" 84' 7D-5/8• 75.0 8J -5/e• 75.0 80' 75.0 53-1/2• 75.0 45-1/4' 75.0 75.0 �Als-o 80.0 85.0 85.0 85.0 83.043' 85.0 V TYP. BUCK DIMS�f I 74" TYP. FLANGE AM I_ FLANGE DIMS BUCK DIMS O IAI AMF �� _ BUCK DIMS FIN FRAME BUCK DIMS —a FLANGE ADAPTOR FRAME FLANGE DIMS Z m O b • M I`g go 0 O N m 0 0 6 O G .01 0 .a� e Q o u: a LL 2 N 0 J O0J a W O�If UNEQUAL LITES (ORIEL TYPE) •• ••• • • • • • •• • •• • • • • ••• • • • • • ItODI-It • • • • • • • 'PLy with Ott Fl111Wa • • • • •yuRfnF1� • • • • • • •'a�'�`ptwmtt•Io I 0f9.AAIyyI•� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i e c t-= I TATE OF (y� Browing no. W10-03 1/4" AIR 1/8" ANN. z x I� 0 � E8 M4 AT1/4 POINTS ON LITES WIDER THAN 36' 5/16" OVERALL LAM. GLASS 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co' OR .090" Interlayer SentryGlos OR Kuraray America, Inc.' .090' Interlayer Troeifol PVB By 'Kuroray America, Inc.' r-118" ANN. GLASS (L.M.I & S.M.I.) 1/4" AIR /8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Intenoyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interiayar SentryGlas OBy R Kuroroy America, Inc.' 090" Interlayer Troeifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE I1 \\ __GE 1200 DOW CORNING 899 j I! DOW CORNING 995 A: I / C � EB IWL. X M4 AT 1/4 POINTS ON LITES kk:: WIDER THAN 38" GLASS TYPE 'H' 5/16" OVERALL LAM. GLASS 1/8" HEAT STREN'D GLASS SILICONE N _GE 1200 i g M1 DOW CORNING 899 v j DOW CORNING 995 i � 'I XL EDGE SPACER p y ST. STEEL BY 'CARDINAL' OR p DORRASFAI BY 'QUANEX' �A�., E9 SUPER SPACER BY 'QUANEX' W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL LAM. GLASS (L.M.I ONLY) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '137' MUST BE TEMPERED. 1/8" HEAT STREN'D GLASS .075" InteAayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Cleor And Color Gloss By 'Eastman Chemical Co.' OR .090' Intenoyer SentryGlos Sy 'Kuraray America, Inc.' OR 090" Intedayer Troeifol PVB By 'Kuraray America, Inc.' f-1/8" HEAT STREN'D GLASS LICONE 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core 'Eastman Chemical Co.' W CORNING 899 OR 090" Interlayer Saflex Clear And Color Glass 6R 'Eastman Chemical Co.' .090" Interlayer �RO�UCT REYfSRDXL l�db•• SentryGlas BY R Kuraray America, Inc.' 4. • •"1 PIyJRgwid0%d .090" InteAayer ST. STEEL BY 'CARDINAL' Troeifol PVB ce 11ROR By 'Kuraray America, Inc.' m 1/8" ANN. GLASS i SILICONE M1 GE 1200 DURASEAL BY'QUANEX'l�nI1♦IORSUPER DOW CORNING 899 / DOW CORNING 995 1/4" AIR 1/8" ANN. z x I� 0 � E8 M4 AT1/4 POINTS ON LITES WIDER THAN 36' 5/16" OVERALL LAM. GLASS 1/8" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co' OR .090" Interlayer SentryGlos OR Kuraray America, Inc.' .090' Interlayer Troeifol PVB By 'Kuroray America, Inc.' r-118" ANN. GLASS (L.M.I & S.M.I.) 1/4" AIR /8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Intenoyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interiayar SentryGlas OBy R Kuroroy America, Inc.' 090" Interlayer Troeifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE I1 \\ __GE 1200 DOW CORNING 899 j I! DOW CORNING 995 A: I / C � EB IWL. X M4 AT 1/4 POINTS ON LITES kk:: WIDER THAN 38" GLASS TYPE 'H' 5/16" OVERALL LAM. GLASS 1/8" HEAT STREN'D GLASS SILICONE N _GE 1200 i g M1 DOW CORNING 899 v j DOW CORNING 995 i � 'I XL EDGE SPACER p y ST. STEEL BY 'CARDINAL' OR p DORRASFAI BY 'QUANEX' �A�., E9 SUPER SPACER BY 'QUANEX' W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL LAM. GLASS (L.M.I ONLY) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '137' MUST BE TEMPERED. 1/8" HEAT STREN'D GLASS .075" InteAayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Cleor And Color Gloss By 'Eastman Chemical Co.' OR .090' Intenoyer SentryGlos Sy 'Kuraray America, Inc.' OR 090" Intedayer Troeifol PVB By 'Kuraray America, Inc.' f-1/8" HEAT STREN'D GLASS LICONE E 1200 W CORNING 899 WCORNING995 �RO�UCT REYfSRDXL l�db•• EDGE SPACER 4. • •"1 PIyJRgwid0%d *M4 ST. STEEL BY 'CARDINAL' • •Nd,,,, ce 11ROR DURASEAL BY'QUANEX'l�nI1♦IORSUPER SPACER BY 'OUANEX' i n MeproductNTS ALL SIZES '➢1' QLASS TYPE • • • • • • • • 0.70" OVERALL INSUL. LAM. GLASS • • • • • • • • • • • • • • • • • • • • • • • • • • • • �.p o •r � : •' uGENSF'"iZ� I Xy".. T a ZZ `--- TEOF drawing no. TYPICAL ANCHORS SEE ELEV. IBY FOR SPACING WOOD BUCK EDOE,. DIST.' 9 O SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME fir_ -_ _ -- —_ ----il j MIAMI-DADE COUNTY APPROVED 1 N. 11 MULLION @ MULLION ANCHORS I I DIST. ti I SEE SEPARATE NOA11 j l EDGE DIST. I I ;1777:- 2 3/8• MIN. 22 3/I I T— WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING ITPICAL ANCHORS SEE ELEV, FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT -BY CGI WOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA TAPCON BY 'MY (Fu -125 NSI, Fy-too KSI) 1/4" D TRAf:(1N Tri 'FICA' (Fu -177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) .THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N14SMS OR SO F DRAIN • SCREWS (GRADE 2 CRS) I Ih Ih161II INTO MIAMI-DADE COUNTY APPROVED MULLIONS i OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) > (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o q I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) li (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r li TYPICAL MQE DISTANC S4 INTO CONCRETE AND MASONRY = 2" MIN. 23 INTO WOOD STRUCTURE - 1" MIN. 1 E6 INTO METAL STRUCTURE = 3/4" MIN. i M9 • • • • jvOq A� HEA$ SILI.OIii JAMBI SG - 0.55 MIN. • CONCRETE Aj WkD,•SILL OT; JABS f'e - 3000 PSI MIN. 2 1 • • • : -9O"U• W/flILLF,& ByOCr* AT JAMBS f'm - 2000 PSI MIN. O I • iRQC1C3 RF�IS 00: • • 11111 1111/ t♦ d • • • • •F3u t do a�dTc Fido'• • • ����7 �p� eryry+, ghigl�jl�4 de i'.recptatxo Nb I 'IDIfi.OB �CEN xs e d n 1- pimti_ mt. • QD�O ✓ EDGE DIST. . x SEETYPCAL ANlHOIIB • • • • : •' %• • • • TATE OF : •(( f TYPICAL ANCHORS SEE ELEV. • • • • • • tom• SEE ELEV. ^ FOR SPACING• • • FOR SPACING _ _ _ `G `/ WOOD BUCK — • • • ORIOR•' \�"� ... . . . . ... . . . . . . . . . . . . • .. .. . . . .. .. ... . . . ... . • � N 3 L H = 0 t�j w s � 0 0 2 N 0 In 0^ rn d 3 C4 F c v Z cz� .TNI 3 0 0 N C) N O \ a 3 � drawing no. W10-03 TYPICf R WOOD r 1/4' MAX. ANGE & FLANGE _ADAPTOR FRAME CAL ANCHORS ELEV. SPACING Y )GO BUCKS FLANGE ADAPTOR FRAME ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . • drawing no. W10-03 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND • FLANGE ADAPTOR FRAMES, • YF�I] EYREI7• • • • astom Y wft:t.• • •fi` clNenc%®� �a :..Pumfon�Dafe 'Q P.• VCEN� -..rfi ade ProAucA .. ' _ • NO. 7A592 • • • • • • • • • �� ATE OF ' k/�' ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . • drawing no. W10-03 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL C1 EDGE DI v 4..o _ TYPICAL ANCHORS N SEE ELEV. �. 1BY I FOR SPACING wooD aucK METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS HORS FOR SPACING EQUAL LEG FRAME ir_ _________________il II MIAMI-DADE COUNTY APPROVED II MULLION h MULLION ANCHORS I I II SEE SEPARATE NOA �I I II EDGE DIST. j I LL -------- I1 __-_____2I TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE' COUNTY eaoarwcn EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. 2 3/1 I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ng��w ° 3 Z Z -TYPICAL ANCHORS SEE ELEV. _ o g FOR SPACING y °c ``11�11R111111///// r— � •1 No. OM \ . ��.. STATE OF :,(u�� drawing no. ftoalo►�.����; W10-03 TYPICAL ANCHORS SEE ELEV. 113Y FOR SPACING WO00 BUCK • ° d " ' EDGE, DIST. SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL C1 EDGE DI v 4..o _ TYPICAL ANCHORS N SEE ELEV. �. 1BY I FOR SPACING wooD aucK METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS HORS FOR SPACING EQUAL LEG FRAME ir_ _________________il II MIAMI-DADE COUNTY APPROVED II MULLION h MULLION ANCHORS I I II SEE SEPARATE NOA �I I II EDGE DIST. j I LL -------- I1 __-_____2I TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE' COUNTY eaoarwcn EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. 2 3/1 I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ng��w ° 3 Z Z -TYPICAL ANCHORS SEE ELEV. _ o g FOR SPACING y °c ``11�11R111111///// r— � •1 No. OM \ . ��.. STATE OF :,(u�� drawing no. ftoalo►�.����; W10-03 ILLUSTRATM EXT. OR IN NOT BY CCI HOUSE WRAP NOT BY CCI A m HOUSE WRAP NOT BY CCI TYPICAL ANCHORS IIKUC f C01 F N FIN FRAME TYPICAL ANCHORS, SEE ELEV. FOR SPACING #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD Datr 21 ,Z • ceN 'V de Ps urtCbsiUtfll Z No. T • • �.ai _ • • •. • ••• • • • • •._ • • grC OF • ti o 3 � v 0 w V) O CI N O y N n N 0 z 0 M n i O 2 � 30 -- c9 arowing no. W10-03 Leo: 2.503 2.505 -y 065 I1711'II 52 52 0 1.745 .811 .611 1.550 1.680 745 ,� 1.245 745 065 � 0 � h m n TYP. 0 oso I a F s 1.015 1.015 4-1.395 �/" � ryOry .°.. � U 1N E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD Ett NAIL FIN ADAPTER = LL -1.583 1.583--- 1.007 rr Z m -- - -.-- T- - O a o 0 8 aNyy .065 .065 745 I I IK Q C 2 4 h TYP. TYR NP. _ 2.113 {L Z��-1'� Ir 3.175 1.368 J 2 Q 3.675 1.429 3.175 1.013 VENT TOP CORNER Q 1.429 .500 1.220 vi 1.000 � rn 2.605 E4 MEETING RAIL FRAME TOP CORNER 2.505 O 1.220- FLANGE .220 o to Ela FLANGE FRAME SILL O FLUSH FRAME SILL = 0 .300 1.301-,10.1-301 1.043 m It 1.768 r 065 o N o .065 TYP.Typ. __ S2 N N ^ m .0651 2.440 2.440 1.015 ? 3 -j � Z CZE.. 1.015 E5 LOCK RAIL o C 1.015 FRAME BOTTOM CORNER � C) c-, a VENT BOTTOM CORNER U �" ----2.846 - .745 I - ,745 -- 2.846 {L- 2.346 E13 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB o € o .490 1.892 g3 Typ. 705 050 170TYR 1.015 � I ••S ..1201 - 1.043.065 864 'yy•7•00 • • • 11• 57 •• • • •• ••• •• 11 11111/ ]2 HAND RAIL 5/16" GLAZING BEAD .700" GLAZING BEAD mPI �)h chY <nRg, omj< o? t!•' r�wding � • • 7j7i _ 1.396 • pl xa 1Ra . y�®�_�.�' n , Mass--{l.aas 74$ mm1 �}Itele ,. 1l0 sc y . 1.430- o � .180 293 I -- 180 Minn I)n a P*educt N .70$92 ,.. .oso .obs .060 r1 1.o2s X55 .sso .oso • •• • • • • -\ • • = v `� z Ir -1.413 _� • • • �_ 1 � t • • • •r �` O • • • • •' • :.l • TSOFa •�!V` drawing no. W3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL FLANGE ADAPTOR • • • • � ®I (Alt F\% o sheet g of g ••• • • • • •••00 • • i•••i i • • • • i MIAMI -DARE MIAMI-DADE COUNTY ailia PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.V_ov/economv 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 0000 materials. The documentation submitted has been reviewed and accepted by Miami -Dade C*O*eRER • • • • Product Control Section to be used in Miami -Dade County and other areas where -4U -54d by the Authority •• Having Jurisdiction (AHJ).' • 00 0 0 0000.0 . 0000.. This NOA shall not be valid after the expiration date stated below. The Miami-DadaGoaaity Product Control .6000. Section (In Miami -Dade County) and/or the ?.HJ (in areas other than Miami -Dade Eewat�y) resp the right 0 to have this product or material tested for quality assurance purposes. If this protimt or material fails t(5 • • perform in the accepted manner, the manufacturer will incur the expense of such'tis:dfil and W VWJ ma} . .. 00. immediately revoke, modify, or suspend the use of such product or material withm.their jurisdic00tio0n. RE 000 reserves the right to revoke this acceptance, if it is determined by Miami -Dade Vaiuity Product Control • . .. . 0000.. Section that this product or material fails to meet the requirements of the applicablebuil4. ing code -e. • • This product is approved as described herein, and has been designed to comply C40 t:e Flor"]. uildin4" Code, including the High Velocity Hurricane Zone. 000000 DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 / 2� Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by 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:;BC 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•serias 7500 WC fixed .. . . window, to qualify DuPont 'ButacitePVB interlayer, Duras;�.V.•and Super....Spacer®....• . • insulating glass spacer, prepared by Certified Test Laboratories; Test qR ort No•.•:• CTLA-3056 WA, dated 03!03/15, signed and sealed by RamesV'h JPatel,*P.L! • ; • • • •; 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA9702-94 ' 2) Large Missile Impact Test per FBC, TAS 201-94 0000 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify- DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) Manuel Pe z, 17.E. Product Control Ek&rdtner NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 *„•, 6) Forced Entry Test, per FBC 2411.3.2.1, and.TAS 202-54...' ...... along with marked—up drawings and installation diagram of 2tn'al;minq" O�ement • window, prepared by American Test Lab of South Florida,' *W.,' Test' Rrt Nd.""' ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry.- RAttem, Pepo� ; • • • •; (Submitted under NOA # 12-1220.14) ' ' """ .... . ..... 6. Test reports on: 1 Air Infiltration Testper FBC TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading P& FBC, TAS'202-94 •"';' 3) Water Resistance Test, per FBC, TAS 20244':': •• 4) Forced Entry Test, per FBC 2411.3.2.1, and.TAS 202-9.4'..• . along with marked—up drawings and installation diagram of'an'allminuroreasemeX"": window, prepared by Hurricane Testing Lab., Inc., Test Reports No. FfFI.J-0080- 030147 for specimen A and B, and HT1 -0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and RTL -0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel ere Product Control Exr NOA No. 17-=11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowiNUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Forced Entry Test, per FBC 2411.3.2.1, and TA6 202-14 • • • • • • • • • along with marked -up drawings and installation diagram of M alumin4, dement % window, prepared by Fenestration Testing Laboratory, Inc.,'7est'ReporTs No. FTL'!�"� 1003 and FTL-1041., dated 10/14/94, both signed and sealed by,�}nil Kai, P.E. ; .... (Submitted under NOA # 96-0417.03) 4444 :09000 4444. 40:09. 6009..... 09 49 4444 C. CALCULATIONS 4444.. 1. Anchor verification calculations and structural analysis, complying with FjqC!-JO 10, dated 4/24/14, prepared by Al-Farooq Corporation, signed and.sealed by Jjv&d.' 4 4 Ahmad, P.E. :Soo*: (Submitted under NOA # 14-0506.01) ""� 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere .E. Product Control E ler NOA No. 17 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5t" Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. ."". . . .... ...... (Submitted under previous NOA # 14-0506.01) • 3. Laboratory compliance letters for Test Reports No. HTL-0080.0301-07 ll'jecimern... % A and B and HTL-0080-0905-07 for specimen B and C, issuari by1•Iurricane Test ; • • • �; Laboratory, Inc., dated 09'21/07 and 10/12/06, both signed anegVled byNial2J. ' Abraham, P.E. • • • • • • • • • (Submitted under NOA # 08-1010.02) •••••• ••�� •��•� .... .... ...... 4. Laboratory compliances letters for Test Reports No. HETI-0tZk4i • HETI-08-2144, HETI-084287 and HETI-074298, issued by HufricanC • • • • • • • • • • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, allsipe'ii and **sealed by :•.•.: Candido F. Font, P.E. • • (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Durasea19 and Super Spacerg Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors; Inc. for their Series "238" Outstiving Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuel' ere . Product Control Ex mi er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: E`71DENCE SUBMITTED ... • • • ...... . ...... 2. NEW EVIDENCE SUBMITTED """ : • • • • A. DRAWINGS .... . ..... 1. Drawing No. W98-100, titled "Series -238 Alum Outswing Casamesit Wdw. (k M.I.)V*: • • sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/9&,•with revisiu IC datCc? 08/30/17, prepared by Al-Farooq Corporation, signed and Wld:by Javad Ahmad • P.E. .. .i.... . . B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. 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. 16-1117.01 issued to Knraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51 Edition (2014), with FBC 6" Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, i their Series "238" Outswin2 Aluminum 09/17/15 and expiring on 10/26/18. E-5 ssued to CGI Windows and Doors, Inc. for Casement Window - L.M.T., approved on Manuel Per?E. Product Control E m* er NOA No. 17-09-18,11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 GENERAL WINDOW SECTIONS FLANGE FRAME A EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. .STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STFP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS *11kXWDW. LOCKgC S 2 56' 3 74' 4 84 5 Ui i 0 y� W� tNY s 0 i 0 O�`� �ag a o N 7 D f 5 0�4 V5� do2� c1 0 0oQqq ruIr i yy O N PPLIED 2 , ITINS .J 0 m Q U Q5 19 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. LUNL LNVHZ). SHUTTERS ARE NOT REQUIRED. 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADE0UA7ELY TO TRANSFER APPLIED PRODUCT LOADS FOR MUL U0NjI4ULiIWA UWITV, RE,•ER TO • • TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS SEPAF:TE CGI M:LL10V f1.4A. • • • AND INSTALLED PER MANUF'S INSTRUCTIONS SPECIFIED EMBEDMENT• • • • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TO BASE • • • • 1t1•IIT •- AA\ !/I A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • `\\ 00' i •I ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE.COME INTO CONTACT WITH 0 T, -D ';'•A}GENyF'•.• i MATERIALS INCLUDIN O BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT STEEL/METAL SCREWS, THAT THER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REV ED. • • 0 •7 �• •= a REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as complying witp thq Florldib •• : :•� - •g THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION Bullding Code O= F •° b FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF -HIS PRODUCT, ADEQUACY NA -Ne. 7�-018.11 • SCF• i •!1► drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expimtlon Date 'A /21,tt • WATER INFILTRATION RESISTANCE ETC. 4jmDP.•'' \tel CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, gy i�7S 0 AE. AND TO BE REVIEWED BY BUILDING OFFICIAL Miam a e ro uct o m �///11111 \AAA sheet of 7 • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I (. 1 SNUBBER EXTERIOR GENERAL. WINDOW SECTIONc EQUAL T.RG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 24' MAX. TW. AT HEAD/SILL MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY 'TRUTH' 9B BY *INTERLOCK' ALT. TO CAM LOCKS ALT. TO CAM LOOKS MAX. WOW. LOCK MAX. WDW. LOCK HEIGHT POINTS HEIGHTPOINTS 36' 2 63' 3 56' 3 _ 84' 4 - 7q• 4 84' 5 WINDOW WIDTH W ~ g a VENT WIDTH— i .0:• • • • • • . • • • �IAliwl/I • 00 as com In with the Florida \V— PRODUCT REVISED Bui1lding Code � � �L��• y 4 • c NIDA -No. 1T-0918.11 • • • - • !� �_ Expiration Data 1012612023 • • • • • • • • • F BY '; c.noR•' ��t Mla it a e rodue Ce r • • i. .- �a1G. WW -1 1 /2 s' MAX. TYP.Q HEAD/SILL D.L OPG. CORNERS WW -6 1/2' a o k 5 A I no. oQ p II �/ _ tl µ_- $mg / II cy o0. Oa°off IMS Q z p W04� 6 \ II Ir----- Q (yZpyppp o � II I I \ 11 II \ II SURFACE APPLIED -FALSE MUNTINS OPTIONAL II � 'I \ r� TYPICAL ELEVATION (EQUAL LEG FRAME) 24' MAX. TW. AT HEAD/SILL MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY 'TRUTH' 9B BY *INTERLOCK' ALT. TO CAM LOCKS ALT. TO CAM LOOKS MAX. WOW. LOCK MAX. WDW. LOCK HEIGHT POINTS HEIGHTPOINTS 36' 2 63' 3 56' 3 _ 84' 4 - 7q• 4 84' 5 q!!7 !V W ~ g a Zn i .0:• • • • • • . • • • �IAliwl/I • 00 as com In with the Florida \V— PRODUCT REVISED Bui1lding Code � � �L��• y 4 • c NIDA -No. 1T-0918.11 • • • - • !� �_ Expiration Data 1012612023 • • • • • • • • • F BY '; c.noR•' ��t Mla it a e rodue Ce r • • i. .- �a1G. O I- ". "p z s' MAX. TYP.Q HEAD/SILL W � "G 2. ci 10. CORNERS O w N ... a a o k 5 •royPng W58-1 no. oQ p $mg wv cy o0. Oa°off Q z p W04� 6 Q (yZpyppp o J V 1D Q n SURFACE APPLIED -FALSE MUNTINS OPTIONAL r ---- 24' MAX. TW. AT HEAD/SILL MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY 'TRUTH' 9B BY *INTERLOCK' ALT. TO CAM LOCKS ALT. TO CAM LOOKS MAX. WOW. LOCK MAX. WDW. LOCK HEIGHT POINTS HEIGHTPOINTS 36' 2 63' 3 56' 3 _ 84' 4 - 7q• 4 84' 5 o [" 0 W ~ g a i .0:• • • • • • . • • • �IAliwl/I • 00 as com In with the Florida \V— PRODUCT REVISED Bui1lding Code � � �L��• y 4 • c NIDA -No. 1T-0918.11 • • • - • !� �_ Expiration Data 1012612023 • • • • • • • • • F BY '; c.noR•' ��t Mla it a e rodue Ce r • • i. .- �a1G. rn .L o s a o k 5 •royPng W58-1 no. oQ • • • • • • • • • • ••• • • • ••• • • ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF DR EQUIV. 2.625---- 625 2.625 1_ t3 O CORNER KEY .060 THICK ST. STEEL I 2.625 1.090 2, I25 O CORNER KEY .062 THICK ALUMINUM O FLANGE FRAME O VENT (5/16' LAM. GLASS) z.D75 1.757 7sB .090 TYP. 1.057 I.B75 ,720 2.465 2.715 ___i 1,438 .080 TYP. L1,624 IA EQUAL LEG FRAME 2B VENT (INSUL LAM. GLASS) 1757 TTEM F PART / I QUANTITY I DESCEIPTION ILATEXAL MA.YF./SUPPLIER/REMARE6 1 CGI -373 4 FLANGE FRAME 6063 -TB NDALE( OR EQUIV. IA 2 CGI -397 CGI -378 4 4 EQUAL LEG FRAME VENT (5/16' LAM. GLASS) 8083-T6 6063-T6 INnALEX OR EQUN. INDALEX OR EQUIV. _2B CGI -381 4 VENT (INSUL LAM. CLASS) 6063-18 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16' LAM. GLASS) 6063-T6 INDALU OR EQUIV. 3 CGI -375 4 DGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGL -396 4 SQUARE GLAZING BEAD 606J -TS INOkpD OR EQUN. 4 - 4 .D60 THICK CORNER KEY ALUMINUM -_---------- 5 - 8 .060 THICK CORNER KEY 6 6 AP -425 AS REDD. FRAME WEATHERSTRIP?INC GEL AFTUS 7 0250-K-190 AS RE00. VENTWEATHERSTMPFNG GEL Q-LON8 9 35-10-00101 2/ VENT 24-13--0 02 2/ VENT 4 BUR HINGE, AT TOP AND BOTTOM FACE MOUNT LOCK TSTEEL- ATTACHED W/ (6) 48 X 3/8' SS SMS ATTACHED W/ (2) j8 X 3/8' SMS 9A.1/ 10 - VENT 2/ VENT MULTI POINT LOCK .110 T=K LOCK KEEPER, AT FRAME .NMB FACING LACI( STEEL OCK -- --- CGI, ATTACHED W/ (2) /10 X 3/8' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) f8 X 3/8' SS SMS 11A 12 - 30175 1 1 OPERATOR (OPTIONAL) OPERATOR TRACK STEEL STEEL INTERLOCK TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS 010 X 1-1/4' S5 SMS L873 E720 L 8 L.347--� 2C VENT (7/16" LAM. GLASS) 754 .383 I 830 --L .617 I-- CGI -375: OGEE GLAZING STOP .753 808 .830 as c P yma.1t�the FIVIdi .617 Bu ng od- CGI -396: SQUARE GLAZING STOP •• NO oy •1�-Oy��8•��• • \\111111 ll11 • • d��(rStlon 8A. 10h612ft3 • • • `� �P�F . ��•/�,7a�7�� By Mlam a e Pro uc on _ • ••• • ••• ••• • '7 0,2 • • • • • GI Li �L111 • • • • • • • • • `i' • ��1 't • r�V • • • • • • �� • nolOP.:'w� .•• . • . . ... . • . . . . • . • • . . • •• .• . . . •. •. ..• • . • ... • • 0 � N Q f ? N C' 20 cl w 0 U'm 0 0' or .a a fl. 0 a0¢ 0H�c Qg �0 o J O (D � J Q dmf �I drawingno. W98-1 O( FA 5/I6" NOMINAL GLASS TYPE '2' .090" Sofiex Clear And Color Glas By 'Eastman Chemical Co.' .090" Troeifol PVB By 'Kuraray America, Inc.' AS ILICDNE E-1208 DV 995 OW 899 .075`Saflex CP With PET Core By 'E.stmon Chemical Co. .090' Soflex Cleor And Color Gla. By 'Eastman Chemical Co' .090" SentryGlas By Kumroy Americo, Inc' .090" Trosifol PVB By 'Kuraray America, Inc.' J. GLASS LICONE -1208 IV 995 IV 899 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE 'e' 3/16" HEAT STREN'D GLASS .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Ciear And Color Glass By 'Eastman Chemical Co.' D(T. (+) INT. (-) EXT. (+) INT. (- �r , V Z M GLASS TYPE '3' INTERLAYERS .090" Sentryts 'K WIDTH 0 EM. (+) 11NT. (-) Exr. (+) By -ray America, Inc.' INT_ (-) Z n 38" .090' Trosifol PVR By 'Kuraray America, Inc.' 1 194.3 a. S Oj o 195.0 110.0 195.0 OWE V 195.0 3/I6" HEAT STREN'D GLASS 185.0 D C LL • � 1C7.9 107.9 110.0 195.0 110.0 Q 120.0 SILICONE A'i unGE-12DO D 42^ DOW 995 166.5 SI DDOV 8 195.0 B99 O a 0 Q 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE 'e' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SQUARE BEAD Q s'1 yGy"Ij ALL CLASS OPTIONAL TYPES 2 S W»6 IL z w a J L5 111 W Qwm�. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS RFWIRFO NO SHUTTERS REQWRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION ODMS REFER M SHEETS 5 THRU 7 FOR INSTALLATION DDNLS WINDOW DIMS. I GLASS TYPE '2' 1 GLASS TYPE '3' 1 GLASS TYPE '8' WINDOW DIMS. I GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 THRU 7 FOR INSTALLATION DETNIS D(T. (+) INT. (-) EXT. (+) INT. (- WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEICHT EM. (+) 11NT. (-) Exr. (+) ;NT. (-) EXi. (+) INT_ (-) 20' 24' 28" 30' 32' 36' 40' 42" 38" 110.0 1 194.3 110.0 195.0 110.0 195.0 _ 110.0 1 161.9 110.0 195.0 110.0 195.0 110.0_ 138.8_ 110.0 195.0 110.0 185.0 110.0 129.5 110.0 _ _ _ 195.0_ 110.0 110.01 121.4 110.0 195.0 110.0 195.0 1 195.0 1C7.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 795.0 110.0 120.0 92.5 92.5 110.0 1 120.0 60.0 60.0 20' 24" 28' 30" 32" 36' 40' 42' 42^ 110.0 166.5 110.0 195.0 110.0 195.0 _110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 1 111.0 110.0 195.0 110.0 195.0 104.1 T1041 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 11 C.0 120.0 r 83.3 83.3 110.0 120.0 110.0 1 120.0 79.7 1 79.3 110.0 120.0 60.0 60.0 20' 24' 28' W. 32" 36' 40" 42' 48' 110.0 145.7 110.0 195.0 110,0 195.0 110.0_ 121.4 _ 110.0 195.0 110.0 103.6 104.1 110.0 795.0 110.0 195.0 120.0 97.1 97.1 110.0 1 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 170.0 120.0 60.0 60.0 20' 24' 28" 30' 32" 36" 40' 42" 54' 110.0 129.5 110.0 195.0 11 C.0 195.0 95.0 107.9 110.0 195.0 110.0 195.0 88.2 925 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 719 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 1T0.0 60.0 60,0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SQUARE BEAD Q s'1 yGy"Ij ALL CLASS OPTIONAL TYPES 2 S W»6 IL z w a J L5 111 W Qwm�. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS RFWIRFO NO SHUTTERS REQWRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION ODMS REFER M SHEETS 5 THRU 7 FOR INSTALLATION DDNLS WINDOW DIMS. I GLASS TYPE '2' 1 GLASS TYPE '3' 1 GLASS TYPE '8' WINDOW DIMS. I GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT D(T. (+) INT. (-) EXT. (+) INT. (- 20 24' 28' W. 32' 36" 40' 42" 60" 98.8 112.6 110.0 195.0 85.8 95.4 110.0 195.0 76.7 63.3 110.0 120,0 73.2 77.7 .0 70.2 72.8 .0 64.8 64.8 .0 0 *0.01"82..."0 - - 0 20' 24" 28' W. 32" 36" 40' 66" 96.7 86.7 • 0 73.4 73.4 0 64.2 64.2 110.0 • 60.6 60.6 110.0 120.0 575 57.5 110.0 120.0 - - 60.0 60.0 - 60.0 BD.O 20" 24' 28" 30' 32" 36" 72" 66.4 1 66.4 110.0 195.0 56.1 56.1 110.0 48.9 48.9 - _110.0 120.0 120.0 46.0 46.0 110.0 120.0 43.8 43.6 110.0 - - 60.0 120.0 80.0 32' 36" 76' - - 60.0 60.0 - 60.0 60.0 20' 24' 28' 78• 52.0 1 52.0 110.0 '2" 0 200 43.8 43.8 110.0 120.0 39.1 3e.1 110.0 12..0 110.0 120.0 60.0 60.0 20" 24" 28' 32• 84" 41.5 41.5 110.0 1200. 34.9 34.9 110.0 120A - - 110.0 120.0 51.2 51.2 - - 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSS = 16.34 SQ. FT. +110.0, -195.0 AF = 10.00 SO. FT. WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) INT. (-) 19 26" -1/8" 110.0 195.0 110.0_ _195.0 110.0 195.0 26-1/2" 110.0 195.0_ 110.0 195.0 110.0 195.0 37' 110.0 145.4 110.0 1_95.0 110.0 195.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 19-1/8" 110.0 190.6 110.0 1 195.0 110.0 195.0 26-1/2`38-}/8' 110.0 137.5 110.0 195.0 110.0 195.0 37 96.5 98.5 110.0 794.5 110.0 720.0 42' 86.8 86.8 110.0 120.0 110.0 120.0 19-1/8- 110.0 _744.5 110.0 19510 110.0 195.0 -1/2- 99.7_ 104.3 110.0 195.0 110.0 195.0 26 37" 74.7 74.7 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 19-1/8" 96.7 _ 104.2 110.0 195.0 110.0 195.0 26-1/2" 63" 74.9 77.9 110.0 120.0 110.0 120.0 37• _ 60.0 60:0 110.0 120.0 110.0 120.0 42' - 60.0 60.0 60.0 60.0 19-1/6-63.0 1 63.0 110.0 f 195.0 110.0 1200. 26-1/2- 74-1/4" 46.6 46.6 110.0 120.0 110.0 120.0 37' - - 59.8 59.8 59.6 59_R 110.0 1 120.0 1 37" I 77' I - I - I 56.3 1 56.3 1 56.3 1 56.3 1** - u 60.0 60.0 a 3 60.0 60.0 * LIMJ1 MAX. LOADS TO 171.0 PSF u i 60.0 60.0 WHEN MULTIPOINT LOCK BY 'INEIRLOCK' 9B IS USED 110.0 120.0 110.0 120.0 • • 000 'Kj SIZE 37" X 77: AP♦LICABt6E;O FLANGE FRAMES ONLY o St SHEir 1 n D.. 2o.D • • • • • • • • 0 3 E 60.0 60.0 • • • • • • • • • S c z _ � ,r 60.0 so.O • • • •PRODUCE REWIRED• 170.0 120.0 • • • • • •a Yaingc de stnOhs .brra ``AA11u 110.0 120.0 NOA--no. 17-0918.11 �� pJ ••r•'+•/7 S.•'••JCFJJ3F '•. � 54.5 54.5 ExpDate 10/ /2023 1- 51.2 51_2 0592 �_ o 48.3-_ -4e.3 • • • •MI=rI Ofiratlon ade Product s0 • • • • • • .. 0 .t • • of lye: drawing no. • . • •' %,�'sn:.....1D";';;ca`�� W98-100 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 1/8' TEMP. GLASS r AIR SPACE 1 ,1/8' ANN. GLASS .075' Saflex CP With PET Core By 'E.St-n Chemical Co.' .090' Saflex Clear And Color Gloss :RLAYERS - By 'Eastman Chemical Co.' .090' SentryGlas By 'Kurarcy America, Inc.' .090• Trosifol PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 XLEDGE SPACER PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS No SHU ERS REQARED REFER TO SHEETS S 1HRJ 7 FON WSTAl LATON D ETA S PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SNUTIFRS XEWIREp REFER TO SHFETS S THRJ 7 FOR INSTALLA1ON DETAILS ST. STEEL BY 'CARDINAL' GLASS GLASS OR .075' Saflex CP WIth PET Core GLASS TYPE '2A' DURASEAL BY 'OUANDL' 'Eastman Chemical Co.' IAIRPACEMP. ERLAYERS OR .090' Saflex Clear And Color G1053 By 'Eastman Chemical CO.' SUPER SPACER BY 'OUANEX' 3/4" INSULATED .090' SenlryGlas GLASS TYPE '2A' 1/8' TEMP. GLASS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS No SHU ERS REQARED REFER TO SHEETS S 1HRJ 7 FON WSTAl LATON D ETA S PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SNUTIFRS XEWIREp REFER TO SHFETS S THRJ 7 FOR INSTALLA1ON DETAILS WINDOW DIMS, GLASS GLASS TYPE '3A' .075' Saflex CP WIth PET Core GLASS TYPE '2A' F -By 'Eastman Chemical Co.' IAIRPACEMP. ERLAYERS CLASS TYPE '3A' .090' Saflex Clear And Color G1053 By 'Eastman Chemical CO.' HEIGHT 36' EXT. (+) 1NT. (_)I. -) IX7. (+) IMT. (-) 110.0 194.3 110.0 195.0 .090' SenlryGlas HEIGHT 80" EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 112.8 110.0 185.0 By Kuraray America, Inc.' HEIGHT 26• EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 110.0 195.D 110.0 195A .090" Trasifol PVB 95.4 110.0 120.0 110.0 203.0 By 'Kuroroy America, Inc.' 1/8• TEMP. GLASS XL EDGE SPACER SETTING BLOCKS ST. STEEL BY 'CARDINAL' 2/ LTTE OR EPDM DURASEAL BY 'QUANEX' A� DUROMETER 8535 OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE '3A' DOW 995 DOW 899 SETTING BLOCKS `2/ LITE EPDM DUROMETER 8535 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQVIRED REM TO SHEETS 5 1HRU 7 FOR WSfALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS No SHU ERS REQARED REFER TO SHEETS S 1HRJ 7 FON WSTAl LATON D ETA S PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SNUTIFRS XEWIREp REFER TO SHFETS S THRJ 7 FOR INSTALLA1ON DETAILS WINDOW DIMS, CLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS 111,E '2A' CLASS TYPE '3A' WIDTH 20• 24• 28' 30' 32• J6' 40' 42' HEIGHT 36' EXT. (+) 1NT. (_)I. -) IX7. (+) IMT. (-) 110.0 194.3 110.0 195.0 MOTH 20' 24' 28' 36' 32" 36' 40' 42' HEIGHT 80" EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 112.8 110.0 185.0 WIDTH f9-1/8' 2fi-1/2' 37" 42' HEIGHT 26• EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 110.0 195.D 110.0 195A 110.0 161.9 110.0 195.0 95.4 110.0 120.0 110.0 203.0 110.0 195.0 110.0 138.8 110.0 195.0 83.3 110.0 120.0 110.0 145.4 110.0 195.D 110.0 129.5 110.0 195.0 77.7 110.0 120.0 110.0 128.1 110.0 195.0 110.0 121.4 110.0 1950. 72.8 110.0 120.0 160.0 19-1/tl' 26-1/2' 37' 42' 38-J/e' 110.0 190.5 110.0 195.0 107.9 107.9 110.0 195.0 64.8 110.0 120.0 110.0 177.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 - - 98.5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 - - 86.8 869 110.0 120.0 20' 24' 28' 30' 32' 36' 40' 42' 42' 110.0 166.5 110.0 195.0 20' 24' 2B• 30• 32' 36' 40' 66' 88.7 86.7 110.0 169.0 19-1/9' 26-1/2' 37" 42' 50-5/8' 110.0 144.5 110.0 795.0 110.0 138.8 11 D.0 195.0 77.4 73.4 110.0 120.0 99.7 104.3 110.0 185.0 110.0 118.9 110.0 195.0 64.2 642 110.0 120.0 74.7 74.7 110.0 120.0 110.0 111A 110.0 195.0 60.6 60.6 110.0 118.2 65.B 65.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 110.0 112.2 19-1/8' 26-1/2' 37' 42' _ 63 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 83.3 BJ.J 110.0 120.0 74.9 77.9 110.0 120.0 60.0 60.0 - _ 60.0 60.0 110.0 117.0 79.} 79.} 110.0 120.0 20' 24' 28• 30• 32' 36' 72, 86.4 66.4 110.0 120.0 20' 24' 28' 30• 32' 36, 40' 42' 48' 110.0 145.7 110.0 195.0 60.0 60.0 - - 55.1 56.1 109.3 109.7 19-1/8' 26-1/2' 77' 74-1/4' 63.0 63.0 110,0 120.0 110.0 121.4 110.0 195.0 46.9 48.9 95.3 95.3 104.1 104.1 110.0 120.0 46.6 46.6 90.9 90.9 46.0 45.0 89,8 89.8 59.8 59.8 - - 87.1 97.1 110.0 120.0 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - • N • 91.1 91.1 110.0 120.0 60.0 60.0 - - �X UMI MAX LOADS TO 171.0 PSF • • WHEN MULTI POINT LOCK BY 'INETRLOCIt • • IS USED • ** SIZE 37' X 77' APPLICABLE TO FLANGE FRAMES ONLY SHEET 1 • • • • • • • NOTE: •• LUAD/AREA LIMITS••42' FOR +110.0, -120.0 PSF = 16.34 SQ. Ff. 80.9 80.9 110.0 120.0 32" 36' 76"WO 80.0 60.0 - - 729 72.8 "..0+1 10.0 120.0 _ - 60.0 - --- 69.4 69.4 110.0 120.0 20' 24' 28" 32' 7E'38,74.7 52.%J52-01 101.7 101.]••••• 20' 24' 28' �• }2' 36' 54' __ 110.0 129.5 110.0 195.0 43.B5.4 85.4 98.0 107.9 110.0 195.0 74.3SEE 92.3 92.5 110.0 120.0 60- - 84.4_ 88.3 110.0 120.0 20' 24' 26' 30' ]2' 84' 80.8 80.9 80.9 110.0 120.0 71.9 71.9 110.0 120.0 A11.580.8 - -•• 649 54.8 110.0 Izo.o - _ 61.7 61.7 110.0 120.0 SQUARE BEAD OPTIONAL ALL GLASS TYPES j PRODUCT REVISED as complying with the Florida Building Code NOA-Na. 17-0918.11 Expiration Date 10/26/2023 By Miam ade product C 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) e • •AND•FLORIDA•9t)ILDING COMMISSION e • • ItC"Of: STATEMENT DCA05-DEC-219 • ••• ••• • N.70592 t • • (,-`J •,- /1{x•7 � 177 e • • 1 �•J /.i17/ • • • • f e • • • • • • • � ATE OF dye ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m4ftU Z q m Q a 9 N 00•^ X C ff ,� 0 G LR LL g i. 0-IIH: aZ U. Z N o Jo0€� aaME0I P I � e I drawing no. A(98-1 OC INSTALLATION CONDITIONc FLANIGE FLANGEFRAM APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET e .-•� TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1� 1--3/8"--� .NT n� 2 1/8" INSTA IATION TYP ,T• WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAI QN ALL FOUR I • /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION w 1 3/8' SEALgNT C !n . h s r�' N I 2 7/8• ov . BUCK INSTALLATION BY OTHERS 1' MIN. I INSTALLATION TYP '3' WOOD BUCK TYPE-.' MATER L<I• PRESSURE TREATED TYP'CAL INSTALLATION DETAI ON ALL FOUR SIDEVUSING WOOD SEALANT SEALANT a 7 3 e 1' MW 2-1/2' MIN. TYPICAL ANCHORS , SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION , • • w ' 4 � C !n SEE ELEV_ FOR SPACING SEE SHEET 6 FOR DESCRIPTION s r�' o z N o LO N 2 1/8' MIN. .TYPICALMATERIN PRESSURE TREATED NST • t DETAII •L ALL FOUR SIPL2ZLISINGWOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION II I II I II I II I II I T II I. 1 II I II I 3 \ I i I II II II I e BUCK INSTALLATION BY OTHERS 1' MIN. ATTACHMENT TO APPROVED MULLIONS INSTALLATION TYPE '4WOOD BUCK TYPE 'a' PRODUCT REVISED MATERI01,: PRESSURE TREATED as complying with the Florida Building Code TYPICAL INSTAL'10A-No. 17-0918,11 aTION DETAI • • • • • • • • • ON A FOUR ID USING WOOD ! • • • .'.E* i on&at• 1 012 6/2 023 ••• • • • • • • • • OMI ado Prdu IYPICAL ANCHORS SEE ELEv. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES V1/8' THK. MIN. ATTACHMENT TO METAL STRUCTUREi J `-' o i ti i S � n • • I* MIN. • • w TYPICAL ANCHORS � C !n SEE ELEV_ FOR SPACING SEE SHEET 6 FOR DESCRIPTION s r�' o z N o LO N 3 NM I � I 0 3 � ♦= Z J lL ^ O ALUM CHANNEL • • 000 • • • • • • 3/4" X 1' X 3/4' X 1/8', V v 2-1/2" LONG AT ANCHOR LOCATIONS • • • • • • • • WOOD BUCKS NOT BY CGI CORP.,MUST SUSTAIN • Q i.24 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT ANCHOR LOCATION • • • • •.•='f� • • • THEM TO THE BUILDING STRUCTURE. WITH SHEAR C IP • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N 70592 OF •'6(�� drawing no. ..ons.• ems:` W98-100 INSTALLATION CONDITIONS EQUAL IFCFRAME (APPLIES TO AIT EC)TTR STn c S) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 NCHORS FOR SPACING r 6 FOR DESCRIPTION 3/e" c 2 1/8' INSTALLATION TYPE '1' WOOD BUCK TYP '7' MATERIA: PRESSURE TREATED IMCAL INSTAI I ATION DEMI ON ALL FOURFUSINQWnn TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I �^ 11 3/8" I T— I is �I rn 21/- .n BUCK INSTALLATION BY OTHERS " MIN. INSTALLATION TYPE WOOD BUCK TYP ' MATERIAL: PRESSURE IREAIED TYPICAL INSIAI I ATION DEMI ON ALL FOUR SIDES/USING WOOD WOOD:IMPO:SED T BY CGI CORP., MUST SUSTAIN LOADSBY GLAZING SYSTEM AND TRANSFER THEM ILDING STRUCTURE. JAL ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION a 3g a 2 MIN. � 1• MINS 2-1/2• MIN. 1 INSTALLATION TYPE '2' WOOD BUCK TYP '9' AT RIA; PRESSURE TREATED TYPICAI INSTAI IATION DETAI ON A FOUR ID /�IwG WOO a.Q TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION MIN TYPICAL z ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I7 �n o � � METALSTRUCTURES1/B' THK. MIN. Fttw U 6 FOR DESCRIPTION Q V o�T m ATTACHMENT TO Q Qaoo+mx Z O . Z Y ✓N LL' Itz � W j 13i h \ ESE la Q W ":5 0 f V z of �. c 0 I7 �n o � � W n 3 cN n SEE _LEV. FOR SPACING SEE SHEET U 6 FOR DESCRIPTION Q C ATTACHMENT TO L n METAL RF J Yn o w m ""BUCK INSTA"TION BY OTHERSI ATTACHMENT TO APPROVED MULLIONS 1' MIN. PRODUCT REVISED ac comp)y Ing with the Florida INSTALLATION TYPF '4' WOOD BUCK TYPE '4' Ruiidiap Code o C • MATER•NORd'1•• • 27-0%18.11 0 IA • PRESSURE TREATEiy • m '� 3 E 8 • Expinm %if 1[ 26 028 • • • � c � - " x TYPICAL INSTALLATION DET IA • • • • • 11UnulUrrr ON ALL FOUR IDES/LTSINQ Wnnn • • •Mrs a .,r u ton • •`JN\��� • �� '�i� z of �. c 0 I7 �n o TYPICAL ANCHORS W n 3 cN n SEE _LEV. FOR SPACING SEE SHEET n 6 FOR DESCRIPTION U 3 C ZCi� 0.2 cD o_a J Yn U m k ""BUCK INSTA"TION BY OTHERSI ATTACHMENT TO APPROVED MULLIONS 1' MIN. PRODUCT REVISED ac comp)y Ing with the Florida INSTALLATION TYPF '4' WOOD BUCK TYPE '4' Ruiidiap Code o C • MATER•NORd'1•• • 27-0%18.11 0 IA • PRESSURE TREATEiy • m '� 3 E 8 • Expinm %if 1[ 26 028 • • • � c � - " x TYPICAL INSTALLATION DET IA • • • • • 11UnulUrrr ON ALL FOUR IDES/LTSINQ Wnnn • • •Mrs a .,r u ton • •`JN\��� • �� '�i� 70592 $ _ OF !(�� drawing no. P RID S,�W98-1 OC • • • • •• ••• •• 70592 $ _ OF !(�� drawing no. P RID S,�W98-1 OC " PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCLIORS REFER TO SHEET 5 FOR DETAILS ANCHORS W/O SHEAR C3.IP ANCHDRS W/0 SHEAR CUP ANCHORS WITH SNBAR CLIP WINDOW DHSS. AT 17" O.C. AT 10' D.C. AT 17" O.C. AT 10" O.C. WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHRAH Clip AT 17' O.C. dT 10' O.C. AT 17' O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) D(T.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 26"195.0 20` 24' 195.0 195.0 195.0 795.0 195.0 154.5 129.0 195.0 _ 172.0 32' 36" 76, 133.2 195.0 76.4 122.2 195.0 718.4 189.5 67.9 108.6 191.2 195.0 109.6 28' 30' 32' 36' 40" 42" 36, 192.9 195.0 110.6 147.4 20' 24" 28' 30` 32" 1 78` 195.0 195.0 119.1 190.5 136.4 173.0 79.3 1BOO 195.0 103.2 137.6 173.1 195.0 99.2 155.8 168.8 195.0 96.8 129.0 148.4 195.0 85.1 136.1 150.0 195.0 86.0 114.7 _ 136.5 195.0 79A 127.0 175.0 180.0 77.4 103.2 129.8 195.0 74.4 119.1- - 128.6 171.4 73.7 98.3 20" 24'195.0 28' 32" 84' 195.0 195.0 132.7 195.0 170.8 20' 24" 28' 30' 32` 38' 40" 42" 42" 195.0 195.0 132.7 178.9 195.0 110.8 165.9 192.9 195.0 110.6 147.4 165.3 195.0 94.6 142.2 165.3 195.0 94.8 126.4 154.3 195.0 88.5 132.7 154.3_ 195.0 88.5 117.9 I I I I ANCHORS W/0 SRF.AR CLIP ANCHORS WITH $T19'dR CLp 1 144.6 192.9 82.9 110.6 128.6 17_7.4 73.7 98.3 _ 115.7 154.3 65.3 88.5 110.2 146.9 63.2 84.2 20' 24' 28' 30" 32' 36" b` 42' 195.0 195.0 154.8 193.5 195.0 195.0 129.0_ 161.3 192.9 1S5.0 110.6 138.2_ 1BC.0 1950. 103.2 729.0 168.8 195.0 98.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24' 28' 30' 32" 36" 40" 42" 54• 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 177.4 195.0 98.3 147.4 160.0 195.0 91.7 737.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 720.0 180.0 88 1 103.2 114.3 171.4 65.5 1 98.3 20" 24" 28" 30` 32` 36" 40" 42' 60, 195.0 195-0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 -� 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.7 120.0 180.0 68.8 103.2 108.0 _ 182.0 61.9 92,9 102.9 154.3 59.0 88.5 20' 24' 28' 30" 32' 38" 40' 66'S160.7195 195.0 195.0 140.7 195.0 185.0 785.0 117.3 164.2 175.3 795.0 100.5 140.7 .8 131.3 .0 123.1 .2 109.5 .4 96.5 20' 24" 21- 32' 36" 72'.1 9.0 180.6 W921129.0 7.5 1505 129.030' .0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 1 71-7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DEMS. ANCHORS W/O SHEAR C3.IP ANCHORS WITH SHEAR CUP AT 17' O.C. I AT 10' O.C. AT 17" O.C.. 1 AT 10' O.C. WIDTH I HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8' 26-1/2` 37" 26"195.0 195.0 195.0 149.4 11 195.0 195.0 107.0 161.8 195.0 195.0 77.2 115.9 19-1/8" 25-1/2` 37' 38-3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 138.9 182.8 78.5 104.7 19-1/8" 25-1/2- 37" 50-5/8' 1 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 136.4 173.0 79.3 99.2 19-1/B' 26-1/2 37" 42' 83` 195.0 195.0 1 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.8 63.8 111.6 98.0 171.4 56.2 98.3 19-1/8' 20-1/2` 74-1/4' 195.0__ 195.0 170.8 195.0 164.7 195.0 94.4 151.1 37" 117.9 iH8.6 67.fi 108.1 m U i C n 'TYPICAL ANCHORS: SEE ELEV. FOR SPACING a O n 1/4' DIA. KWIK-CON II BY 'HI TT' (Fu -163 KSI, Fy-157 KSI) O 1/4" DIA. ULTRACON BY ' ICO' (Fu -177 KSI. FY -155 KSI) C 1n INTO 2BY WOOD BUCKS OR WOOD STRUCTURES S o x n o 1-1/2" MIN. PENETRATION INTO WOOD _ 3 N„1 rl n THRU 1BY BUCKS INTO CONC. OR MASONRY -0 3 n 1-1/4" MIN. EMBECINTO CONIC. OR MASONRY L 2:� DIRECTLY INTO CONI. OR MASONRY K1 C, 1-1/4" MIN. EMBED INTO CONC. OR MASONRYC9 E3 C) m W ¥14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)-� INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES 5 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o` n R (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -It9 0 TYPICAL EDGE DISTANCE H 3 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT yFJAD,•SOR JAMBS fo - 3000 PSI MIN. m a o 3 0 C-90 HOLLgV/FlLLED BI4CIATT :UMBYf'm: 2600 PSI•MIN. 'B r _ PFOODUCIF&EVIlli ellAdingily •d• • `P4 "''''99 •1 NOA-No. 17-E�78.1� • !� •r,+ VICENSF ••:® i ExIratlon Date 10126/2023 7 No. 70582 ~ a S • Ilam MAR E de Proiue n r• 7 �- • • • yl�� ,)V .I OF 6(7�� drawing no. • • ' . �; Ino.. �.�, W98-100 • . Era • • • y7j77 .. AL . 11��;� PERFORMANCE VALUES PERFORMANCE OF INSTALLATION OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.1 20` WIDTH 110.0 19`. 24" 105.8 120.0 110.0 19: 28' 90.9 120.0 110.0 18, 30" 36" 110.0 182 32' 38-3/8' 110.0 179 36' 78' 110.0 177 40' 95.7 120.0 105.8 145 42' 10.0 195.0 110. 97.0 120 20' 0 120.0 110.0 179 24" 89.8 120.0 110.0 159. 28' 109.3 149.9 106.9 146. 30' 42' 103.5 141. 32' 19-1/8" 2637, 3Y 100.7 178 36' 80.0 60.0 97.0 120. 40' 64.0 115.2 fl5.2 120. 42' .3 127.0 j52.7 95.0 120. 20' 110.0 195. 24' 110.0 177. 28" 110.0 160. W. 48" 110.0 154,. 32' 109.1 120.1 36" 103.5 120.1 40' 99.8 120.1 42" 95.0 120.1 20' 110.0 174.' 24' 110.0 152A 28' 99.8 120A 30" 54' 95.5 120.0 32" 91.9 120.[ 36" 86.2 118.2 40' 82.2 112.7 42' 60.6 110.5 2D' .2 24" .0 28" .0 30' 60' C73.901.3 .5 32" -8 38' .340' .042" 0 20' 110.0 171.0 24" 107. 120.0 28` 95.98 120.0 30" 66' 91.3 120.0 32" 872 119.7 38' 60.0 1 60.0 40' 60.CT-mo 20'110.0 154.5 24"r7l 97.0 120.0 28"B6.0 117.9 30'81.7 11232'77.9 106.9 35'60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE OF INSTALLATION ALUMINUM VALUES BUCK ANCHORS �1LUMDVUM_B U_CK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACRIES USE LOWER APPLICABLE VALUES. - IIII Ii II jIIII i ItIII j I 114 SMS I AT 6' FROM ENDS 17` O.C. MAX. AT JAM13S �--_J�LLL`Lf 24" O.C. MAX. AT HEAD/SILL ry-"' L�JULJ O C� v AT SMS ILuS•U••LJAT e" FROM ENDS 17" O.C. MAX. AT JAMBS �g5 24' O.C. MAX. AT HEAD/SILL �S T n I .. WINDOW DIMS. EXT.(+) INT.(-) WINDOW DDtB. EXT.(-) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 20' 24' 28' 30' 32' 36` 76" 105.8 120.0 19-1/B' 26-1/2' 37' 42' 26' 110.0 195.0 90.9 120.0 110.0 195.0 60.5 110.3 110.0 184.2 76.3 104.7 110.0 152.4 60.0 60.0 19-1/e" 26-1/2' 37' 42' 38-3/8' 110.0 195.0 110.0 172.6 60.0 60.0 20" 24" 28' 30" 3' 78' 102.7 120.0 110.0 158.3 88.2 120.0 95.7 120.0 77.9 120.0 199-1/ 26-/8' 42 50-5 /8'94. 10.0 195.0 110. 7. 101.3 . 80.0 80.0 0 120.0 24" 28" 30" 32' 84' 120.020' 110.0 89.8 120.0 97.0 120.0 16-1 B` 2-1/ 7 42' 63' 109.3 149.9 85.5 117.3 .8 116.2 60.0 60.0 67.9 93,1 60.0 60.0 60.0 60.0 19-1/8" 2637, 3Y 74-1/4' 110.0 154.8 88.4 118.5 80.0 60.0 19-1/8" 26-1/2 37 78' 109.9 120.0 64.0 115.2 0 50.0 19-1/8' 26-1/2' 3T 77' .3 127.0 j52.7 113.4 0 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A- .1/4" DIA. KWIK-CON II BY 'HIL TI' (Fu -163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - 1/4" DIA. ULIRACON BY 'FI O' (Fu -177 HSI, FY -155 NSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - #14 SM (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL DISTANC INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILL<D BLOCK AT JAMBS I'm - 2000 PSI MIN. 4. d TYPICAL ANCHORS TYPE 'A' ORVTYPICAL ANCHORS TYPE C. AT 6' FROM ENDS AND AT 6" FROM ENDS AND MIN_ I 17` O.C. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS EDGE DISE. �I 17" O.C. MAX. AT HEAD/SILL 1" MIN 24" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5INSTALLATION TYPE '6' 26Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL PRODUCT REVISED ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as comping with the Florida Building od• 140A-Np. 17-0918.1 i Expiration Date 10/2612023 2.500 .845 B .845 .065 Y • • • • • • • .iam ade .065 .5921• • • • • • • • • •• .562 1.125 • • • • • • • • • • 1.438 ••• • ,125 .903 ALUMINUM BUCK OPTIONAL COVER• • • • • • • 000 - • y� 6063 -Te 6063-T6 • • • _� rl �' �v m 7" q W q f'� Zry �0 �H O8"om vQ�m Qa v o aad�pp CBNJ0 ry Q W U LL 0 LL Z N 0 O E C7 N� <61m,f �I J i0 V I C h 3 0 0 Lu C O N N N 3 3 NM I n C Z � I O � r H •• Epcls� • 11111 f!/� y® �• �ii�eNSF'•.. ry � NO. OSB2 a OF : drawing no. IW98-100 MIAMi•DADE MIAMI—DARE COUNTY, FLORIDA • 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.Qov/economy CGI Windows & 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 rami -Dade Connty RER 000000 Product Control Section to be used in Miami -Dade County and other areas where! "64d by The Authority • • Having Jurisdiction (AHJ)....... . """ ....' .. This NOA shall not be valid after the expiration date stated below. The Mia"Amie County Product • • • Control Section (Tri Miami -Dade County) and/ or the AHJ (in areas other than Mi Dtde CT M3 Jeserv; • the right to have this product or material tested for quality assurance purposes. If M9 product or material fails to perform in the accepted manner, the manufacturer will incur the expense ot! Y*11 Testing A$Me AH7� may immediately revoke, modify, or suspend the use of such product or materia wittin their Junsdiction. •. RER reserves the right to revoke this acceptance, if it is determined by Miami-DaQe Crourty PrNuct Controlo • • Section that this product or material fails to meet the requirements of the applicablg building code . • • • This product is approved as described herein, and has been designed to comply WO the Florida $uildinj* Code, including the High Velocity Hurricane Zone. 000090 DESCRIPTION:, Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "Ii" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0918.09 MIAMFDAD+ COUNTY Expiration Date: September 22, 2020 7/01 2�'�� t Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.1./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 yrkk-revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, sigiaed.And sealtd*15Y Javatl•.•;• 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�e *MC TAS 202-94 • • • • 3) Water Resistance Test, per FBC, TAS 202..94... • 4) Large Missile Impact Test, per FBC, TAS X010 9 .• ....:. 5) Cyclic Wind Pressure Loading, per FBC, '.A$, 203-94• e- 6) •6) Forced Entry Test, FBC 2411 3.2.1, TAS 262-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) ,/-forge M. Plasencia, P. E. Prod et Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and S-4pef Spacer® insulating glass spacer, prepared by Certified Test Laboratories: Test Ve*To rt No.. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ram"C,.Pate1,;P.?'1 •••,;� (Submitted under previous NOA No. 15-0512.05) • • • : • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • • • • ; % • 2) Uniform Static Air Pressure Test, Loading. fez SBC, TAS 202-94"': .... .... ..... 3) Water Resistance Test per FBC TAS 202-g4 • • 4) Small Missile Impact Test, per FBC, TAS =4.4 5) Cyclic Wind Pressure Loading, per FBC, `I:AS A3-94; • • "• • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-04 ' '' along with marked -up drawings and installation diagram oT a seria � * 'gentiner' aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, exPjhVg'Qn • • •0•Y 0000•• 05/21/16. 0000.. 0000.. . 0000.. F. STATEMENTS • • •: • • 1. Statement letter of conformance, of complyingwith FBC 5th oitio 20 of no p� jj1 financial interest, dated 08/17/15, issued by Al-Farooq Corpo.9.18.%, signed and seale00000. by Javad Ahmad, P. E. 000000 0009•0 000000 2. Laboratory compliance letters for Test Report No. CTLA-3062.W, dated 07/07/15, .• issued by Certified Test Laboratories, signed and sealed by R;nesh:C. Pauli 11 E. • • ••: • 3. Testing Proposal issued by the Product Control Section, daied.04/08/15, Signed by... .. Jaime Gascon, P. E., Section Supervisor. 0000• 9000 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. /ter orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 0000 1. None. '0000' D. QUALITY ASSURANCE 0000.. 1. Miami -Dade Department of Regulatory and Economic Resource: JI&R). 0000 0000.. 0000.. 0000.. E. MATERIAL CERTIFICATIONS • • • • • • see* 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America; Inc. fof t1leir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay4VOWdated 0149/17, expiring on 07/08/19. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerid, Inc. fop t13eir "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring orffft04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PEI Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. .0000. 0000. 0000. 0000.. 0000.. 0000.. F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 611 Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 TYPICAL ELEVATION 111" FLANGE WIDTH 6. 5" MAX. w MAX. Typ- HEAD/SILL 6 ` 32 7/8" 32 7/e" D.L OPG. D.L. OPG. 36 3/8" _ ABOVE EA 30' PANEL WIDTHS TO. STILE 36 3/8" VENT WIDTH IIOLL„O�`V E u II f I' O jj F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY EQUAL LEG FRAME 6 6 _ 8 • S S O gi WN • Q 11 11 v 7 •• M Npo t2 ✓I O Od�ryW2a ••• (V� z • ••• • • II D. CENTERPANELS �0J�Q{QLL1I ABOVE30" PANEL WIDTHS O .rl 0 AT HEAD/SILL s Q N o R N M 0 n q) III U Z o 5 1 FALSE MUNTINSJ I (SURFACE APPLIED) 32 7/8" 32 7/8' OPTIONAL D.L. CPG. D.L OPO. ii FALSE MUNTINS / ;SURFACE APPLIED) OPTIONAL ` 32 7/8" 32 7/e" D.L OPG. D.L. OPG. 36 3/8" _ ABOVE EA 30' PANEL WIDTHS TO. STILE 36 3/8" VENT WIDTH IIOLL„O�`V 1��_ FLANGE & FLANGE ADAPTOR FRAME OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY EQUAL LEG FRAME APPROVED WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS Expiration Da e09/22/2020 • S S O gi a - 6 B7 1 11 11 v 7 •• FALSE MUNTINSJ I (SURFACE APPLIED) 32 7/8" 32 7/8' OPTIONAL D.L. CPG. D.L OPO. ADDL. ANCHOR RE00. AT CENTER OF ALL PANELS FIXED OR OPERABLE FALSE MUNTINS / ;SURFACE APPLIED) OPTIONAL ` 32 7/8" 32 7/e" D.L OPG. D.L. OPG. 36 3/8" _ ABOVE EA 30' PANEL WIDTHS TO. STILE 36 3/8" VENT WIDTH IIOLL„O�`V VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED �v 3 n O 0 5' MAX.m w Z m a 3 TO. STILE IIOLL„O�`V " OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS Expiration Da e09/22/2020 • S S O gi a - 6 Of B O0U)10NJ o=f a Product Control WILL APPLY TO ENTIRE SYSTEM. v •• •• Npo • JFIXFDOR Od�ryW2a ••• • z • ••• • • UCm D. CENTERPANELS �0J�Q{QLL1I ABOVE30" PANEL WIDTHS O .rl 0 AT HEAD/SILL s Q N o R N M 0 n U Z o SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED • O v o • • O • -- as comp)yLng with th• Florida Building APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Code NOA-No. 17-0918.09 OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS Expiration Da e09/22/2020 • S S IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL maim a - 6 o a Product Control WILL APPLY TO ENTIRE SYSTEM. v „ •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS 16 15Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT a g o s TO THE BUILDING STRUCTURE• • 000 • • • • • • 46MALL MISSILE IMPACT > ANCHORS SHALL BE CORROSION ESISTAIR, SPACED Af SHRANbN tET)k • • • - I'E ND SPER EI� y 411, 0 j111 1 MATERIAL SHALL BB ND WALL DESSIN•0RS�_vT• 14 V ••: A jj�7�7 0 A LOAD DURATION INCREASE IS USED IN "ON Cl` 4WHORS•11frO W%0O OyLY. • • • P�:•'"'p��Q� � w •i ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Z .7 - $` COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FI-081DA B".•CODE & A;OPTED GT4bNDARDS• • • • THIS PRODUCT APPROVAL IS GENERIC VJJD•DOES NET PROVIEE IRFORMWION • • •- g� o FOR A SITE SPECIFIC PROJECT, i.e. UPE S14FE1Y4bF THIS PMOUET, ADCQUACY • • • OF �� drawing no. OF STRUCTURE RECEIVING THIS PROD&T RJD REALING OROIRID CPENIM FOIP • • • f. ��� WATER INFILTRATION RESISTANCE ETC. • • • • • • • • • • • • ' i�tS�� @L� �� W10-18 CONDITIONS NOT SHOWN IN THIS DRAMM ARE TO BE ANALYZ•D SEPAWTELY,• • �7i/Sl®n}at ��V�� sheet 1 of 11 AND TO BE REVIEWED BY BUILDING OFFICIAL. 11111111 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TYPICAL ELEVATION 111" LU FLANGE MOTH FLANGE WIDTH II! o g• 51/z' `Y o MAX. 5" MA)c HEAD/SILL 5" MAX. a ii Z h m 3 <0- T 5 a InV �Lqh � ag ao>m o i paOy.Q� D°IIWIr nZO m Z IAAA- QIs W M � � O O n FALSF MUNTINS IADDL. ANCHOR RECO. N PANELS (SURFACE APPLIED) 24 1/2- 49 5/B" FI CENTER OF ALL PANELS p OPTIONAL FIXED OR OPEFVIBIE D.L.DOPG. D.L OPG. O Til OTHS ABOVE 30" PANEL WIDTHS p W 28" AT HEAD/SILL d VENT WIDTH VENT WIDTH C N FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME mn e 0 .n �3 n 110' BUCK WIDTH 5 1/2' 13 5/16• i3 U MAX. 5' MAX. MAX. 3 U —M HEAD/SILL Typ HEAD/SILL A2 MTG. STILE �p e � � a b? N ...'.J S: O O o 9 m c a •• ••• • • • • ••• .m PRODUCT REVISED as complying with the Florida 70582 ;1• FALSE MUNTINS Building Code _ ; �7 _e° < +t (SURFACE APPLIED) 724 1/2" 49 5/8" • • • • :*A -N o • • 17-00'&09 • _ `3 OPTIONAL D.L OPG. D.L. OPG. • • • • • '7�ti • C� • • • gzP1•ationd3ate 9/221202( • OF •((/ drawing no. VENT w1DTH • • Yr • ' • s—• • '�-•'' •• G. W10-18 FIN FRAME • • Mi•m a roduct C•ntrol • ��i S'/ <G�A�` ��/i O�i�`' liltL�A�V sheet 1 .1 of 11 HEAD/SIL11 L TYP C �' _MTG. STILE 5 5 II II II 6 ii B li ii F 11 I I 6 W � � � � 11� jj •/ jl / � I II II /1 u u II u u B D ii it 1 5 5 FALSE MUNTINS ADCL. ANCHOR R£OD (SURFACE PPPLIED) 2d 1/2" 49 5/B" AT CENTER OF ALS. OPTIONAL D.L. OPG. D.L. E2 II II F II it II II F II II II O J /N� II II II II II 11 V a n II ./ II •/ � o 1 II II Il II II II V 5 11 I I ---�r--- u II u B2 II II II II 1S 8 II II OPG. Fl%ED OR OPERABLE ABOVE 30' PANEL WI 2B• AT HEAD/SILL E2 II II F II it II II F II II II O J /N� II II II II II 11 V a n II ./ II •/ � o 1 II II Il II II II V 5 11 I I ---�r--- u II u B2 II II II II 1S 8 II II E1 i li FO I I II 11 11 II F O J II II II II II 11 V n u n et II II ii ii 1 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y- ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FIANCE DIMS. BUCX DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GIASS TYPES 'A'k'Al', 'H'kiil' 'B' k 'El' WIDTH HEIGHT WIDTH HEIGHTDCI'-(+) IM.(-) EX. INT.(-) 26-1/2' 37'36" 53-1/8" 74• 26• 25-1/2' 52-1/8" 73 25 65.0 6 80.0 90.0 5.0 b5.0 85.0 i 80.0 90.0 65.0 65.0 80.0 90.0 65.0 85.0 80.0 90.0 28-1/2" 37" 1 53-1/8' 74" 38-3/8.1 25-1/2• 36" 52-1/8' 73' 37-3/8" 65.0 _ 65.0 50.0 90.0 65.0 65.0 90.0 9U.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 37'r 53-1/8" 74" 50-5/8• 25-1/2• 36" 52-1/8" 73• 49-5/8" 85.0 65.0 80.0 90.0 65.0 85.0 60.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90-0 26-1/2' 37' 53-1/8' 74' 63• 25-1/2' 36' 52-1/8" 73' 82' 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 602 602 80.0 SOD (1/2W) (I/2W) v 1 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OXO DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. BAIL GUSS TYPES GLASS TYPES GIASS TYPES 'A'k'AS', Vk'Bl' 'B' k '91' 'C' k '0Y WIDTH HEIGHT WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 8-15/16 83-1/2" 26' 54-3/4" 7-15/16 82-1/2" 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 60.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2" 38-3/8' 54-3/4" 7-15/18 82-1/2- 37-3/8' 80.0 90.0 65.0 65.0 80.0 9D.0 85.0 65.0 80.0 90.0 65.0 65.0 55-3/4• 8-15/16 50-5/8' 54-3/4" 7-15/16 82-1/2• 49-5/8" 80.0 90.0 65.0 65.0 JQFM15. - - 65.0 65.083-1/2' - - 65.0 65.055-3/4' 63' 54-3/4" 7-15/16 82-1/2" 62" 80.0 90.0 65.0 65.08-15/18 - - 65.0 65.083-1/2" - - 65.0 65.0 (1/3W) (2/3W) y OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' Fi. TYP. BUCK DIMS 1i� TYP. BUCK DIMS EQUAL LEG FRAME RANGE FAM FLANGE DIMS _I ES E4STD.. MTG RAIL: E4 H.D. MTG, RAIL: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09122/2020 BY MlamFDad Product Control BUCK DIMS FLANGE ADAPTOR FRAME F-MGE DIMS J FLANGE & FLANGE ADAPTOR FRAME F"UAL LF;G FRAME .. • . . . . . . Y11111 iii,,,, NOTE:v - ' GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • • d� BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • ATE OF = dt/• AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • ' on!a�.,, ('��` DECLARATORY STATEMENT DCAO5-DEC-219 • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to4ftV z n M Q � 2 O'.00no Q H O U H m r p aoo LL��4- O Q W 0�1f g N f � A drawing no. W10 -18I DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. DUCK DIMS. M. RTG. RAIL H.D. MTG. RAM GLASS TYPES GLASS TYPES Th:,Af. V&,Iil, 'D' A: 'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-1/4` 110" 25" 65.0 65.0 80.0 90.0 65.0 85,0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 38-3/8" 73" 105-1/4` 110- 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" 73" 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111' 63` 73` 105-1/4" 110' 62' 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX" DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. BTD. MTG. RAD. H.D. HTG. RAIL H.D. MTG. RAU, GLASS TYPES GLASS TYPES GLASS TYPES 'd'k'A1', 'B'A'BY 'B' A 'B 1' C. a 'C1' MOTH HEIGHT WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4" 111' 26` 73' 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4' 111" 38-3/8" 73" 105-1/4' 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74` 106-1/4- 111' 50-5/8" 1 73" 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74' 106-1/4' 111' 63" -mo 105-1/4` 110" 62' 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4w) (/2W) 0/4W) i OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' A" TYP. BUCK DIMS A` TIP. BUCK DIMS FLANGE FRAME, EQUAL LEG FRAME FLANGE DIMS _I Es 9 E4 STD. MTG, RAIL: 1 E4 H.D. MTG. RAIL: BUCK DIMS FLANGE ADAPTOR FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-Dnj"roduct Control r FLANGE DIMS _I FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .00 s • s • • • r�-.1 ` �4;•• cera •. • • • . • • • • :moi ♦1 '� �`�` J �• ••• ♦ • • • ••• • e • • • • • • • • • • • •• •• • • • •• •• drawing no. W10-18 N .70592 NOTE: • • • e GLASS CAPACITIES ON THIS SHEET ARE • 040 • • • • • • • BASED ON ASTM E1300-09 I SEC. GUSTS) • • • • • • • • s • • OF • • AND FLORIDA BUILDING COMMISSION • • ' p�,.• ��` DECLARATORY STATEMENT DCA05-DEC-219 • • , • • • • • • • • • .`,rr AL i • • • ♦ • / ,h 11111111 ••• ♦ • • • ••• • e • • • • • • • • • • • •• •• • • • •• •• drawing no. W10-18 I (1/2W) (1/2W) c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' SUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) as complying with the Florida BUCK DIMS. STD. MTG. RAIL H.A. WrC. RAIL GLASS TYPES GLASS TYPES 1A'8'AE', '11'8'131' IS, 8 'Bl. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 36' 52-1/8- 73" 25• 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2"65.0 36' 52-1/8" 73" 37-3/8' 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 55.0 65.0 80.0 80.0 25-1/2' 36'49-5/8 52-1/8" 73' 54-3/4' 7-15/16 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 SOX 25-1/2" 36' 52-1 /8" 73' 62' 65.0 65.0 BOO 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 60.0 60.2 60.2 80.0 80.0 I (1/2W) (1/2W) c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' SUCK DIMS FIN FRAME (1/3W) (2/3W) �J OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' PRODUCT REVISED DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) as complying with the Florida �{�V BUCK DMS. STD. MTG. RAIL H.D. UTC. RAIL H.D. UTG. RAD. GLASS TYPES GLASS TYPES CLASS TYPES 'A'8'Al', '6'8'01' 'B' 8 TV 'C' 8 'C7' WIDTH HEIGHT EM.(+) I NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 34-3/4' -15/16 82-1/2' 25" 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 60.0 60.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2' 49-5/8' 65.0 65.0 80.0 80.0 55.0 65.0 - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4" 7-15/16 62-1/Y 62' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 63.0 (1/3W) (2/3W) �J OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' PRODUCT REVISED as complying with the Florida �{�V Building Code NOA-No. 17-0918.09 m m Expiration Data 09/22/2020 Q n o Mlarni-Va�IIIPFroduct Control Q 803m h ♦� op m 0 IL a 01p 2 Q Kz� n No. 70592 _ � :• : � = w m n D 8 J zm E^ Q W W E ES E21 • • • • • • • • • • • • • • • • • • • FIN FRAME AAtA111111/Y/j/ \\\ (y �� 77� o No. 70592 _ � :• : � = a 8 a � E4 E4 NOTE: GLASS CAPACITIES ON THIS SHEET ARE • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ d , �' •: (y; • ' O OF �` • O?.• �'� ' o drawing no. W j 0- 18 SD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • : • • • • SS/ 7/7111 1111\A\ sheet 3Of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL A.D. MTG. RAIL GLASS TYPES GLASS TYPES 'A'k'Al', 'B'k'Bl' 'S' k R1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' 110' 25' 65.0 65.0 60.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 50.0 80.0 73' 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 60.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 49-5/8" 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73'65.0 105-1/4' 110" 62' 65.0 80.0 80.0 61.6 81.6 80.0 80.0 60,0 60.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' allCK DIMS FIN FRAME DESIGN LOAD CAPACCPY - PSF (XOX SIZES) • (1/3W) I 0/3W) (1/3W) B.D. MTG. RAIL H.D. MTG. HAD, GLASS TYPES GLASS TYPE CLASS TYPES 'A' lf, '8'k$1' 'H' k 'Bl' 'C' k 'C1' WIDTH HEIGHT EXT.(+) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' allCK DIMS FIN FRAME (1/4W) (1/2W) (1/4W) i OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACCPY - PSF (XOX SIZES) • • • BUCK DIMS. STD. MTG. RAM B.D. MTG. RAIL H.D. MTG. HAD, GLASS TYPES GLASS TYPE CLASS TYPES 'A' lf, '8'k$1' 'H' k 'Bl' 'C' k 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4" 110' 25" 65.0 65.0 80.0 80.D 65.0 65.0 85.0 85.0 80.0 00.0 85.0 65.0 65.0 65-0 80.0 80.0 65.0 65.0 73" 105-1/4" 110' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 6510 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 80,0 65.0 65.0 - - - - 65.0 65.0 -I - - 65.0 65.0 73' 105-1/4' 110" 62"fi5.0 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 85.0 (1/4W) (1/2W) (1/4W) i OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ••• • • • • ••• Z m h Expiration Data 09/22/2020 Miami ad roduct on rol •• • • • ••• SCC •• ••• •• NOTE: •• • • ••• :.: F� E4 Ea GLASS CAPACITIES ON THj4•E"ARE • BASED ON ASTM E1300-09 J3 Se. GUST � AND FLORIDA BUILDING 00M111ISSiON • • • • • • • • STD. M1TG. RAIL: H.D. MTG. RAIL: a • • DECLARATORY STATEMENT%C1R05*-D9C-219• • • • • • • • • • • • • ••• • • • • ••• Z m h Expiration Data 09/22/2020 Miami ad roduct on rol � O O SCC O �r=nM n ci g�.4 O°zzMg QacQ� 0� :.a** ••• • • • a WMA P PRODUCT REVISED as camp[yyI with the Florida Buliding Code NOA-No. 17-0918.09 Z m h Expiration Data 09/22/2020 Miami ad roduct on rol � O O SCC O �r=nM n ci g�.4 O°zzMg QacQ� 0� am��n W cng� o 4 j C7[OoQ J a WMA P FIN FRAME No, 70592 1 \ L -•, ^ Tw'�fy: drawing ` no. 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS V U PRODgUCT REVISED �{� a L 075" Interlayer .075' Interlayer as complying with the Florida Saflez CP With PET Care Saflez CP With PET Core Bulldln Gode JJ By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' NDA -No. 17-0918.09 m 3 OR OR 090" Inlerloyer .090- Interlayer Expiration Data 09/22/2020 Q h J Saflex Clear And Color Gloss Sofiex Clear And Calor Glass 1/8' HEAT STREN'D GLASS _ n By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By f f 2 9 1 OR OR .075" Interlayer Miami- a ro uet ontrol o 6 0 090" Interlayer .090" Intedayer Safle. CP With PET Core SentryGlas SentryGlas By 'Eastman Chemical Co.' N r By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' OR o W OR OR .090" Interlayer .090" Interlayer 090" Interlayer SentryGlas 0 N r LL Tresifol PVB Tmsifol PVB By 'Kuraray America, Inc.' f! p M By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' O M 1/8" ANN. GLASS *AT " HEAT STREN-D GLASS 1/8" HEAT STREN-D GLASS 0 600 8 i SILICONE SILICONE �' SILICONE ¢ z N i GE 1200 iGE 1200 i @ GE 1200 Z g rn DOW CORNING 899 NDOW CORNING 899 5 DOW CORNING 899 e D f DOW CORNING 995 DOW CORNING 995 M7 '. DOW CORNING 995 !1 0 M' �IIj Ija0oCW F9 . WEll X ES W AT 1/4 POINTS ON ETES POINTS ON UTFS ' AT 1/4 POINTS ON LITESW 7WIDER THAN 36" WHAN 36' W M7 WIDER THAN 36" ea O ,rage a O er� GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 5/16' NOMINAL LAM. GLASS 5/16' NOMINAL LAM. CLASS 5/16- NOMINAL LAM. GLASS : u) 0 FN O Q) u m 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS civ 30 Nn rr .075" Interlayer .075" Interloyer ❑H Saftex CPWith PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 3 O - ,$ OR OR .090' Interlayer 090" Interlayer 1/8" HEAT STREN'D GLASS Saflex Clear And Color Glass SWlex Clear And Color Gloss U By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' O OR OR .075' Interlayer 1/4" NR SPACE .090' Interlayer 1/4" AIR SPACE 090" Interlayer 1/4" AIR SPACE Saflex CP With PET Core SentryGWa SentryGlas By Eastman Chemical Co,' By Kuroray America, Inc.' By 'Kuraray America, Inc.' v 1/8" ANN. GLASS OR OR .090' Interlcyer z 090" Interlayer 1/B" HEAT STREN'D GLASS .090" Interlayer 1/8" HEAT STREN'D GLASS SentryGlas $ 6 S Trasifol PYS Trasifal PVB By 'Kuraray Americo, Inc.' c By 'Kuroray America, Inc.' Ely 'Kuraray America, Inc.' E f5q ¢�¢ o 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS S 2 K 5� L2 SILICONE SILICONE F �' SILICONE i m GE 1200 i m GE 1200 i GE 1200 DOW CORNING 899 DOW CORNING 899 'n DOW CORNING 899 Ml DOW CORNING 995 Mi DOW CORNING 995 M1 - DOW CORNING 995 (' _y t', c m o N 1 ca 1 .I ., \ XL EDGE SPACER it %L EDGE SPACER • • II•I • • XL EDGE SPACER I r ST. STEEL BY 'CARDINAL' 4 ! 4 ST. STEEL BY 'CARDINAL' • ji ! • 3T. STIED BY 'CARDINAL' OR OR • • eR • 111 III III tIl7A a DURASEAL BY 'OUANEX' T4 DURASEAL BY 'QUANIX' • a • • • • 6URAISEAL BY 'OUANFX' O OR O OR • O • / ER • JPc,O....... i N e W E9 SUPER SPACER BY 'QUANEX' W Eg SUPER SPACER BY 'OUANEX' • • l• E9 • • . -UPER SPACER BY 'QUANX '�•''VGENSF'•• O WM7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES _ 70682 S GLASS TYPE 'Al GLASS TYPE 'Bl' • ••• �,�i'EFrI')^T'C!' j g= 0.70' OVERALL INSUL. LAM. GLASS 0.70' OVERALL Ih'SUL IAM. GLASS • • • 0.70' L•L INStL. IAM. GI•A. • • • • % ®.', (yam: drawing no. {S.1LL) i i i• • i i i '. S °P""C��� W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • • • • • •• • 'A/y ® AS- �� EXTERIOR PLY OF GLASS TYPE 'At', 'Bl' & 'Cl' MUST BE TEMPERED• • • • llllllIf 11 � sheet 4 of 11 • • • • • • • • • • • • WOOD BUCK a C < ed TYPICAL ANCHORS SEE ELEV. FOR SPACING E DIST. •. W3 J 7— TYPICAL ANCHORS SEE ELFV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME Y II MIAMI -RADE COUNTY APPROVED II MUWON & MULDON ANCHORS p = I� SEE SEPARATE NOA II N I EDGE DIST. I I I l :AL ANCHORS ELEV. SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING �2 3/eMiN.y WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. F-3/8- TYPICAL. [ANCHORS: SEE ELEV. FOR SPACING MIN. X1/4" DIA. L R4CON BY 'ELCO' (Fu=177 KSI, FY -155 KSI) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRIS 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) WHENUSED THE MIN. W000 aUCK 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DEPTH s. BE zji-. THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODSUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) PERMRTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 414 SMS OR SELF DRIII ING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) as comp ng with the Florida (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) Building ode NOA-No. 17-0918.09 TYPICAL DG DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2' MIN. g INTO WOOD STRUCTURE = 1' MIN. Miami-D� a Product Control INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. tiYEEPHOI ES' C-90 HOLLOW/FlLLED BLOCK AT JAMBS f m - 2000 PSI MIN. •• ••• • • • • • •• W1 = 1/4"7� 1-1/2' tFPJT�T:-118'FjM EACH `YtYUIi tilr,7j END T41 PLAS 1 COVE • • • • • • � JIa�• ��i W2 = 1/8" X*lh' JWJrI� 3%AT•261/B; FaOM.F & END ��•'ucerlsF'••, �� W3 = 1/8" X 1/2' WEEP SLOT AT 3-1/8" FROM EACH END 0,0 • •• • • • • • • • • 'ii A. • • • • Yfti 1_I.1111��� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �4mU ZO qn h Q f'i Zi"v N O Gin V p Q goo 3 2 � Q hums R" SIIsIIlT drawing no. W10-18 sheet 5 of 11 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV.— FOR SPACING a p /4' MAX. SHIM TYPICAL. ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE -,& \L H —�•-SCREENS Tay WOOD BUCKS E O O ENT XOX LAYOUT EXTERIOR ❑.L. OPG. MIAMI—CADS COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING -}- SCREENS OPFIONAL O XO LAYOUT EXTERIOR FLANGE 1/4" MAX. SHIMS 1 1/2 2 'HOOD B K R WOOD STRIICNR TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE -To LOCK c FLANGE ADAPTOR FRAME o. m 3 FLANGE ADAPTOR FRAME O_ z 1/2" TYP. ZL i O 0" U Q N O0 00 o eco ILiy�° n 2 O 3 h E3 0 LJ tg U t~n C CI N N 2 0 rM a i d �oa�q Fi Uhf ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. ILLVJ'"�— As n o m SHIMS 3F G m�g� TYPICAL ANCHORS SEE ELEV. FOR SPACING v e INTALLATION DETAILS SHOWN ON PAGES 5 e � °1 /4" AND 5 APPLY TO BOTH FLANGE FRAME AND e - FLANGE ADAPTOR FRAMES. 9 `o S S ii •• •• ••• • • ••• •• `7771111��r/rA�i !e -- ' PRODUCT REVISED '• uas w com 1 IR with the Florida _ Building Cods - _ 1• _ " a Ts 3 Tay VOOD a•G•ss NOA-N•. •61091 BAD 6' ' • • • 1r'r • • o • • • Bxpiy•tlo•DatgT09/22/20'0 • • • • '•. ' •, EOF .� l(/�� drawing no. • • • • • •/• • • • Br • ' •• • • mfam Bad • % S '���/�1f1 RID?•.•' G� W10-18 • • uctC ontr ALI��V` Isheet 6 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING g TYPICAL ANCHORS 2 3/8. MIN. WHEN USED THE MIN WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODSUCKS 5 PERMITTED. TYPICAL SEE ELEV. FOR � V � EQUAL LEG FRAME AV®� o r-------------------- MIAMI-ME COUNTY APPROVED I j 0 z God. Noa-No. 17-09.18.09 z f I� MULUON h MULLION ANCHORS �I O dz DGE By _ �I SEE SEPARATE NCA EDGEI z Mlaml- a r000Ct Control N o II GIST. II n a y Z �r S 3 Nn n II II cf C Z _j n MIAMI -DARE COUNTY 3 o c o APPROVED MULLION k MULLION ANCHORSCO p C SEE SEPARATE NOA IN G�ti O'Dura1� Q'� TYPICAL ANCHORSSEE TYPICAL ELEANCHORS SE 0O a ELEV. T OSPACING INGR FOR SPAC IR oul p N Q w�M EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY J Zg O INTO WOOD, CONCRETE OR METAL STRUCTURES Q w m F r WITHOUT THE NEED OF A WOOD BUCK. 0 2 3/8. MIN. WHEN USED THE MIN WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODSUCKS 5 PERMITTED. TYPICAL SEE ELEV. FOR __ I I c odoo E 9 918 � • e • • • • • • • Iluuluf Soo • • • • • • • • •d 7-76 ` �P•. uCE r w t D592 - a TYPICAL ANCHOR L fir' o u n SEE ELEV. S • .� • • • • • � � � ; : • ' W � a • • • • • '"� : �•- �.. OF <V� drawing no. FOR SPACING • • • • • • • • • ��A1 �pP•.,. \� . p EDGE DIST. • • • • • • • • : • : • • ! • /AA�i 11 I AL t�Y`` Sheet 7of l l • • • • • • • • • • • •• •• • • • •• •• � V � PRODUCT REVISED as complying with the Florida BMllding God. Noa-No. 17-09.18.09 Expiration Data 09/22/2020 D By Mlaml- a r000Ct Control N o �r S 3 Nn n M Vp 3 cf C Z _j n MIAMI -DARE COUNTY 3 o c o APPROVED MULLION k MULLION ANCHORSCO p C SEE SEPARATE NOA C.) —: __ I I c odoo E 9 918 � • e • • • • • • • Iluuluf Soo • • • • • • • • •d 7-76 ` �P•. uCE r w t D592 - a TYPICAL ANCHOR L fir' o u n SEE ELEV. S • .� • • • • • � � � ; : • ' W � a • • • • • '"� : �•- �.. OF <V� drawing no. FOR SPACING • • • • • • • • • ��A1 �pP•.,. \� . p EDGE DIST. • • • • • • • • : • : • • ! • /AA�i 11 I AL t�Y`` Sheet 7of l l • • • • • • • • • • • •• •• • • • •• •• ILLUSTP.— nn c — v EXT. 0 NOT B` HOUSE NOT BY I HOUSE WI NOT BY C TYPICAL ANCHORS FOR SPACING GOD STRUCTURE 1/4- MAX. ]T BY CGI \ GAP 1/2- MIN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu - 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD U FIN FRAME ��tl■V 0 z PRODUCT REVISED as complying with the Florida Building Code 17-0918.09 f 2 a Q `S .OA-Na. Expiration Date 09/22/2020 IL D /� BY i �--^- O Miamia-Product Control 0 � M cy o 9p Paco • • �ryQ • z J N U. W E • • Y.tZOOo"-g • Q w m ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. P 2" MIN. BACKBED CAULKING N j V N '}• C 1 5¢ 0 N f) La K C N N R p r11i -0 3 n z -j 3 CC, ti •' VOEN I •i7 ••• 7 .* b !a TE OF drawing no. • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. P 2" MIN. BACKBED CAULKING N j V N '}• C 1 5¢ 0 N f) La K C N N R p r11i -0 3 n z -j 3 CC, ti •' VOEN I •i7 ••• 7 .* b !a TE OF drawing no. ITEM PART � QUAI`I1TiY DESCRIPTION MA1•RRLi1. MALTf'./SUPPLIER/REDLAR76 PRODUCT REVISED as eom Iyin with the Florida Building Code NOA No. 17-0918.09 Cxpiration Date O9/2212020 By Nllaml-Dade duet Control •• ••• • • • • • •• • • • • • • • • • ```111111 I11/L7j' AH • • • • • • • • • • • • �•' VCENSF•••• • • �>>' • • 9 ECF �� • • • • • S.;R 1oP.• G��� Arrf l 11ill1111 �V o a m N d g n, n E1 CGI -100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER E2 CGI -113 - FRAME SILL 6063-T6 CGI EXTRUDER Z n H 5 f 4 O J N �. IL ct N Q �yn V O�m K $ pIL0<A . Q yLL LL z Q W m f E3 CCI -102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CGI -103 - MEETING PAL 8083 -TB CGI EXTRUDER ES CGI -104 - LOCK RAIL 8063-T6 CGI EXTRUDER EB CCI -105 - HANDLE RAIL 6063-T6 CCI EXTRUDER E7 CGI -108 - SASH RAIL 6063-T6 CGI EXTRUDER co CGI -107 - 5/16" GLAZING BEAD 6063 -TS CGI EXTRUDER E9 CGI -108 - 0.700' GLAZING BEAD 6063-T5 CGI EXTRUDER E10 CGI -109 - FRONT FLANGE ADAPTOR 6063 -TB Cq EXTRUDER E11 CGI -110 - NAIL FIN ADAPTOR 6067-T6 CGI EXTRUDER E12 CGI -135 - TF FRAME JAMB O FlXED CLASS 6063-T6 CGI EXTRUDER EI3 CGI -136 TF FRAME HEAD 6063-Tfi CGI EXTRUDER E74 CGI -139 - TF FRAME JAMB 6083-T6 CGI EXTRUDER E15 CGI -140 - 1' NL'N(IN fi063-T5 CGI EXTRUDER E16 CGI -141 - 2.5' MULLION 6063-T6 CCI EXTRUDER E17 CGI -605 - SCREEN FRAME 8063 -TS CGI EXTRUDER E18 CGI -114 - SILL SNAP IN 8083-76 CGI EXTRUDER O U n C N pU w C LL O N c N V N iNM 1 p M n 3 C_Z4 30 o o < U r E19 CGI- 115 - SILL FILLER 6063-T6 CCI EXTRUDER E20 CGI- 116 - FRAME JAMB 6C83-76 CGI EXTRUDER E21 CGI -117 - HD LOCK RAIL 8083-T6 CGI EXTRUDER E22 CGI -138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI -1 09 - FRONT FLANGE ADAPTOR 8063-T6 CGI EXTRUDER M1 CGI -382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 - SCREW COVER (OPTIONAL) PVC - M3 CGI -112 3" O ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700' X 0.040" BEAD GE7200 SILICONE SIUC_ONE GE M5 - 0.700' X 0.040' BEAD DOW 995 SILICONE DOW M6 - 0.700` X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LRE SETTING BLOCK EPOM DUROMETER 8035 SHORE A MB - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC MIO CGI -120 2PER SASH ROLLER HOUSING NYLON - C---1 e u c e m o IoW o 9 d m X88 g g r M17 W23201NG - PILE WITH CENTER FIN WOOL UITPAFAB OR EWN. M72 CGI -129 1 PER SASFI EGRESS LOCK ALUM. SULLIVAN M13 CGI -137 2PER SASH FkIJDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANULIFT BLOCK NYLON M&M MI5 - OPTIONAL RETICULATED FOAM 30 PPI - - M18 CGI -734 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. N18 CGI -732 2PER WD. 2' SASH STOP PVC PROTOTYPE M19 CGF-111 O FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI -125 2PER SASH 5/S71 CAM (B/T BALANCE) NYLON M&M M22 VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EWN S2 - 2 OR 3 PER CORNER / 10 X 1 1/4' LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - S3 - 1 1/4` EMBED. � 8 X 1 1/2" LC. PHL PH. SMS. FIN ANCHOR SCREW - - o , a S4 - 4 PER W0. � 8 X 1/2` PH. SNS. Si/ST BALANCE BRACKET SCREW - - 55 2PER WD. 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - SE 6 X 1/2" LA. FH. SMS. O CGI -133 h CAM LOCK - - 58 - 4 OM. RAIL t 10 X 4` LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL drawing no. W10-18 sheet 9 of 1 1) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - - 59 - 2 PER ANIILIFT / 10 % 5/8` LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 2.101 2.846 E,3 RANGE 2440 1.301 065 TMP. II 1.155 1.015 F� FRAME HEAD 7.601 2.346 O FLUSH 2.440 1 065 TMP. I ,.155 1.015 k- FRAME HEAD 1.222 2.113-.490 _ 1.015 1.007 y ---y .120 j-- II I I -��i�y T- .70+5 TYP. .705 .050 1W. 1.550 1.880 LL'�I I -�•i .864 f-- �V .864 I-- .050 Ee 5/16" GLAZING BEAD E9 .700° GLAZING BEAD 1.395 EI1 NAIL FIN ADAPTER 7,395 1449 -1.496- 0.50) �� 180 ,060 3 11.4, 3 ---I M3 M2 2.264 1255 O FLUSH FRAME COVER O SCREW COVER �U n °. I 3 o v Z F 0 q 2� '•NY a ° m d N ° O 8 a 0'a2°N Q w ° 6 = O L4 Q 065 YP 1:1.' 1.368 .745 E4 MEETING RAIL 1.015 I� .140-1.140 _ 1.015 I- I 1.788--�1 F� 065 TYP. 1.0I15 1.220 O 4.430 E22 3.665 065 TYP. 2'885 FRAME SILL 3.930 3'185 O FLUSH .70\6P5 2.885 h---2.440 FRAME SILL 1� 1.043 @, LOCK RAIL T P. E19 SILL FILLER 1.450 .5520 .050 E23 FLANGE ADAPTOR O - � ` 3 g 0 m �n V e G n si O p w � C % U) e 3 N ri 3 p U Q J U O 5 1.788 1.0151 0650 1 2.3,0 F-2.440 FLANGE 2.737 r 2.737 O 1.043 E2t ALT. LOCK RAIL .065 TMP. .065 lYP. � 2.505 � 2.613 2.505 2.613 � ILL .04654 5 i 015 1.043 E6 HANDLE RAIL PRODUCT REVISED as com I In with the Florida P g Building ode Noa-No. 17-0918.09 Expirstion Date /22/2020 By e Mlami-0ad oduct Control • • • • • • • • • • • • • • • • • • •• • o '� H c u c b' r aag� O n r 1.000 .991 3 237 E,4 FLANGE FRAME JAMB (MOVING) .500 .991-I 2 737 E20 FLUSH FRAME JAMB (MOVING) .811 r .811 -{ 1.025 I 2.505 .065 TYp. 2.505 .065 11'P. � • • • • • • • • • • • \x"11111111,/ • • • • • : • • • ,�•• `\ Q i ••• ••• •• • N c \ 1.015 1.000 745 E12 FLANGE FRAME JAMB (FIXED) 1.015 500 L50,02-45 zas- E1 FLUSH FRAME JAMB (FIXED) 1.395 .745 .065 o,s C SASH RAIL � 2 • ••• - - • ••• ••• *00 � • • • •;'._.: r. •: � '. %L= • • • •__` '�--•'... '•. TE OF = (yw� • • • • • • • • • • . D�.• G�� ••• ••• ••• : • •:• s•�,�cSS.�f7PlAO. ��i•• '7hiiiIIII1N\ � a ' : `u �-1 ;drawing no. W10-18 sheet l0 of 11 ••• • s • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U Sy PRODUCT REVISED mVYu 0 as complying with the Florida Building Code o / NOIHNo. 17.0918.09 Explration Date09/22/2020 2 / By Fi t a /� /j S2 MIa �I naduct Control C G ` o co 0ILaQ g 3 d Q W LL IL Z�O Z b Q m Q WME O N FRAME TOP CORNER 3 c � L VENT TOP/BOTTOM CORNERS 52 t7 a 00 c O Q / � O i � � o �o �e ro0p0 _ FRAME BOTTOM OORNE% • • 00: B•• 0.* • • • .``)�J• VGP..ENSF ..... 70592000 so • • • • • • • -� �' 9 ®• 5 Of � !yam drawing no. 00 0 FIXED MIG. RAIL CORNER • • • • / 7SIttlIll��`,` sheet 11 of 11 ••• • • • • ••• • • • •• •• • • • •• •• TFLAdamowicz Residence ❑. �►TIGE 92 NW 93 St. 0 WI�� DOWS & DOORS Miami Shores, 33154 Mark Size SQ FT Type NOA NOA Press Calculated Press Wide High 1 73.87 46.00 23.6 FIXED 19-0603.02 +61.3/-61.3 -40.6/+37.2 2 53.00 50.25 18.5 HS 17-0918.09 +65/-65 -50.0/+38.2 3 73.62 37.87 19.4 HS 17-0918.09 +65/-65 -50.0/+38.2 4 36.62 25.37 6.5 H5 17-0918.09 +65/-65 -43.4/+40.1 5 31.50 84.50 18.5 FD 17-1226.05 +80/-80 -41.6/+3$.2 6 36.87 38.00 9.7 HS 17-0918.09 +65/-65 -43.4/+40.1 7 18.62 38.004.9 SH 17-1018.08 +75/-75 .1 • • 8 3 36.75 36.87 50.50 50.50 12.9 12.9 CSMT HS 17-0918.11 17-0918.09 +74.7/-74.`i . * -$10/:38.2 .. +65/-65 a 66:: :, -50.0/ +38.2 10 19.00 25.00 3.3 SH 17-1018.08 +75/-75 sod•.-42r4A40.1 .. 11 36.87 50.50 12.9 HS 17-0918.09 +65/-65..... - .O#W.2 ' 12 53.00 50.25 18.5 HS 17-0918.09 +65/-65 •' ' -41.6/t38.2 `M 13 36.00 80.00 20.0 FQ FL20470.1+75/-75 : -41:54+3.9.2 egress 7 6 5 9 Bed 1 Bath 1 Kitchen W 10 Master Bath Entry Living Dining Room Room 11 Master F-jBed -� .�. jI 3 12 13 nrtrne e �Praess�analRegulationA '-' •` - t� ^� s M1 HOME ABOUTOBVR rospli-Dl'1151ON9 t:ONtAOiOBPR H rida reProduct Approval USER: Public User SP'���gs�iG^a Product Approval Menu > Product or Application Search > Application List > Application Detail ASTM D1929 1996 ASTM D2843 FL # FL20470-R2 2003 0000 1996 Application Type Revision • • • go*: •. •..0 Code Version 2017 • • • • • • Application Status Approved ""' • • 0000.• • � • • • • • . 0000.• • � • 0000 0000•• Comments • • • • • • • • 0000 • 0000• Archived 3 • • •0000• • 0000 • 0000. •• ••• . 0000 0000.• Product Manufacturer Therma-Tru Corporation "' • • • • • 0 Address/Phone/Email 118 Industrial Drive ' ' • • • • • • • • • Edgerton, OH 43517 0 0 • •. • . • (419) 298-1740 000 •. • ••.• •"••• • rickw@rwbldgconsultants.com • • • • • • 0 Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL20470 R2 COI (a) Certificate of Independence.pdf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 ASTM G7 1997 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect C FL20470 R2 Eq i� v Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2019 Date Validated 04/17/2019 Date Pending FBC Approval 04/25/2019 • • • • Date Approved 06/18/2019 • • • • • • • • • • • • •••••• • •••••• Summary of Products • Go to Page 0 0_ O Paae 1 / 7�' m • • • •••••• FL # Model, Number or Name Description • •••••• •••• ••••• 20470.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Impact" Opaj@e Composite EEg@ Fiberglas, • • • • Smooth -Star Single Door (Inswing/Outswigg4 configurati(bn) �• Limits of Use Installation Instruction% • • • • • • • • • Approved for use in HVHZ: Yes FL20470 R2 II (b) Inst 2047091 pdf : • • • • • Approved for use outside HVHZ: Yes • • • • Verified By: Lyndon F. Schryid , P .4340%,,, Impact Resistant: Yes Created by Independent Third Party: Yes' • Design Pressure: N A 9 / • • • • Evaluation Reports Other: See INST 20470.1 for Design Pressure Ratings, any FL20470 R2 AE(b) Eval 20470.1.pdf additional use limitations, installation instructions and product FL20470 R2 AE (b) TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 20470.2 b. Therma-Tru Fiber -Classic and Nominal 68 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 R2 II (b) Inst 20470.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.2 for Design Pressure Ratings, any FL20470 R2 AE (b) TT Plastics.2.pdf additional use limitations, installation instructions and product FL20470 R2 AE (c) Eval 20470.2.pdf particulars. Created by Independent Third Party: Yes 20470.3 c. Therma-Tru Fiber -Classic and Nominal 68 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 R2 II (b) Inst 20470.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.3 for Design Pressure Ratings, any FL20470 R2 AE (b) TT Plastics.2.pdf additional use limitations, installation instructions and product FL20470 R2 AE (c) Eval 20470.3 pdf particulars. Created by Independent Third Party: Yes 20470.4 d. Therma-Tru Fiber -Classic and Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 R2 II (c) Inst 20470.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.4 for Design Pressure Ratings, any FL20470 R2 AE (b) TT Plastics.2.pdf additional use limitations, installation instructions and product FL20470 R2 AE (c) Eval 20470.4.pdf particulars. Created by Independent Third Party: Yes 20470.5 e. Therma-Tru Fiber -Classic and Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 R2 II (c) Inst 20470.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20470.5 for Design Pressure Ratings, any FL20470 R2 AE (b) TT Plastics.2.pdf THERMANTRU' DOORS Fiber -Classic. & Smooth -Stars COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INS WING/OUTS WING "1MPAc r GENERAL NOTES I. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the 'NVHT'this product complies with Section 1626 of the FBC and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection, this product complies with FBC Sections 1609 .1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "EY' and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12.2 & R301.2.1.2. I. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the "HVHT'. 8. Outswing configurations using Coastal Sill (item #19) & Composite Sill (gem #16) under active doors meet water Infiltration requirements for "HVHT'. All other configurations do not meet the water Infiltration requirements for the °HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 37.75' MAX O.A. FRAME WIDTH LOCK TABLE OF CONTENTS DESIGN PRESSURE (PSI) CONFIGURATION HARDWARE SHEET# DESCRIPTION SHEEN POSITIVE • NEGJ:VEr 4 I Typical Elevations, Design Pressures & General Notes 7 Vertical Cross Sections reshdds) 2 Door Panel Details 8 Buck & Frame Anchoring 3 Elevations 9 Hardware Details 4 Horizontal & Vertical Cross Sectis (2X Buck) on 10 Components 5 Horizontal & Vertical Cross Sections RBuck) I I BM of Materials 6 Hcmontol & Vertical Cross Sections Direct to Masonry) 37.75' MAX O.A. FRAME WIDTH LOCK DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSI) CONFIGURATION HARDWARE INSNM 000 • • • AUTJWINGS • POSITIVE • NEGJ:VEr 4 =OS=TIV�• f4gGATIVE x Kwikset +75.0 • • -lib • i +$a.0i • •�0.0 X Schlage +75.0 -75.0 +75.0 -75.0 x Muf 1point +55.0 • 04 40.0 #66.0 • • _5510 aee aireer a ror naroware 3peclticatlogS • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • tc J � vO1i •gam. � 6a z .^ 0 M z U N •• Em i °Zc�i m -V) 5 q m v M aa.T w SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAW NG NO -- FL -20470.1 SHEET 1 OF 11 z OS' EXTERIOR 3.6" 0.5' COMPOSITE STEEL REINFORCEMENT INTERIOR CAP HINGE STILE (0.023" THK.) INTERIOR (ENGINEERED WOOD)LOCKSTILE CAP (ENGINEERED WOOD) ( C 00000000 • b0 DETAIL A -A STEEL REINFORCEMENT PANEL REINFORCEMENT 28.86%OPEN (0.023"ThickSteel) AREA MAX. * #8 X 2.5" PFH WS (TYP. @ EACH DOOR CORNER) rl_-'� HORIZONTAL CROSS SECTION 2 36.0' MAX. DOOR 35.813" MAX. DOOR PANEL WIDTH PANEL WIDTH COMPOSITE 0.406" - 0.7, :.. .y. '��(J11111 V � \� N EXTERIOR 3.6" V 0.406" (►- COMPOSITE CAP/ STEEL REINFORCEMENT LOCK S11LE CAP HINGE STILE (0.023" THK.) INTERIOR (ENGINEERED WOOD) r21 (ENGINEERED WOOD) HORIZONTAL CROSS SECTION Z 35.813" MAX. DOOR PANEL WIDTH h* *d II* \-t/ *d I.* 1 E3F&Kj7 _ !E !E cd x Z Z z iij O® ® O o � w n 40 DOOR PANEL 4i DOOR PANEL BOOK Hybrid Door 4Z DOOR PANEL Ul Door * TOP RAIL • (COMPOSITE/ENGINEERED • • WOOD) • STEEL REINFORCEMENT ci i' (0.023"THK.) g o FOAM CORE -. •_ (POLYURETHANE- %� - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR I I BOTTOM RAIL F- 171 •-i• • 40OMPI • �� •1.71"• VERT►CAk ROSiTIS : VERTI ( CIO�S SECTION 42• • • ••• • • • • ••• • W N) J' Qy n i-0 co N pO � Uwo N Z E p m Z o Z U • �a mai(° 4 ` .6 l\\ OZ c LI C1i J =8 m Q W N L C, z n LU z �Q n � � N 2 Z U E.- 08102116 LF: N.T.S. :. BY.. JK m eY: LFS 3 WING NO.: FL -20470.1 m0 n2oF 11 SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL SCHLAGE KNOB: F61 DEADBOLT: 860 KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) HOPPE �(THERJAA-TRU) MULTIPOINT:MPDGART (3 pt. Manual Tongue) IIIIII IN � III II �� ►�' - Fiber-Classic/Smooth-Star Door Panel Opflons Panel options shown are for illustration and are representative only (similar opaque panel configurations are allowed) _,��1111111///j *'p�W �N;yy i om pj M /\ Z O; O U N •; Z Ern i$ZW ag 9 on a j O = maa� D4 o 0 oz 3'W N 0 3`d b\ ••• • • • • ••• • Or 0 ,c0 z scuear: JK N.7.S. �• CHK. BY. LFS FL -20470.1 SHaT 3 or _11 d z 1-1/4" MIN. EMB. (TYP.) r 1 VER77CAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) INK 0.15' (TYP) P ) 6 INTERIOR INTERIOR RIOR EXTERIOR r2"), HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1111111111//// S R _0: Zy >•. g.` ° °an II 11 11111 111 rn n m `r�, 40" U N m Z Z A Z E V i \v g E ° !� a m 5 Ota A a m aa� E 0 o 4 [W 8 3`d 0.15' • ' ' (TYP) L D ° 6 °° D sD D 42 ISO* ••• 00 -1/4" MIN. EMB. (TYP.) 3), HORIZOIITA! CRESS SEd;§ : ' • • 4 Shown w/( ck 0 i • • i Outswing s wn ( iig simldl)• • • • • • • • ••• • • • ••• • � U h Z Q � n � m 0 0 2 U DATE 08102116 i SME N.T.S. ° DWG. BY: JK m CNK. 6f: 1fS 3 DRAWING NO, II: FL -20470.1 a 5Fw 4 Or 11 ;; Y �U U� 1.15'MIN.N �Z EMB. (TYP.) rO QF (Y 0 j O X0 SI 0 0.15' • ' ' (TYP) L D ° 6 °° D sD D 42 ISO* ••• 00 -1/4" MIN. EMB. (TYP.) 3), HORIZOIITA! CRESS SEd;§ : ' • • 4 Shown w/( ck 0 i • • i Outswing s wn ( iig simldl)• • • • • • • • ••• • • • ••• • � U h Z Q � n � m 0 0 2 U DATE 08102116 i SME N.T.S. ° DWG. BY: JK m CNK. 6f: 1fS 3 DRAWING NO, II: FL -20470.1 a 5Fw 4 Or 11 ;; `�stisrirrTiiii • • • • • • • • • • • • J. n E "' • o •� • N Z o • . � W' A��i� ►� CO ��`� y > M Buck to be secured to C III%% o n 0 i masonry by others U w N d C Ern ?.Z0 h g 9 d=a a: 40 40 41 42 Co E Oz 6 1 ; '= w 0 3`d 4 EXTERIOR INTERIOR Um VER71CAL CROSS SECTION ' o � 5 Shown w/ 1 X sub -buck i �kM Outswing shown (Inswing similar) S m A W a� w E U �m zw C E 6N o1 o =o C O U vv ' Y } CO ev U 0 ° > 6 6 n N G v > L INTERIOR INTERIOR ° G w N o ' o � j u 23 24 EXTERIOR EXTERIOR • • • • • • t 40 41 42 40 41 42 •• 27 • ; • • •:�� • • 1-1/4"MIN. 29 • A • • •• `1-1/4"MIN. �Z EMB.(TYP.) 1 - 10 DAh 08102116 i EMB. (TYP.) sME N.T.S. �1 HORIZONTAL CROSS SECTION • ••• • ••• f • • • • j Shown w/1X sub -buck 3 O Z3 Z lfT�ROSS- CNON i c� BY: LFS 3 Outsw ng shown (Inswing sinuTar) 5 • • • • ORnmrc NO.: Owsswing down (Inswl49 similac • • • • • • • FL -20470.1 0 sNarr 5 OF 11 n • • • • • • • • • • • • 1.5" MAX. EXTERIOR -M_ INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb INTERIOR DIRECT TO MASONRY MAX. DESIGN PRESSURE. W/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE _ ± 65 PSF C C um r� 1-I/4"MIN. w MB. (TYP.) 1-1 /4" MIN. MB. (TYP.) E \� EXTERIOR c E 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/1jamb 6 Shown Direct to Masonry Outswing only w/ 4.9/16' jamb 00 e I" N 1� EXTERIORINTERIOR LiVERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing ony w/ 6-9/16 jamb INTERIOR MAX. o c a m Z R6OF zw zE¢ Ez 1-1/4"MIN.—•••• •Z o° MB. (TYP.) • MB4 (TYP.) 6 6 HO 1 MAL CROSS SECTION m Shown Direct to MasonFS • • • 6 • Show rect to 0Outswing only w/ 6 9/1 jamb outs�wlgonly w/-9/1jalbDRArc.1 1 ••• • • • • ••• • • •• •• • I j11k //1 11111 >° W • (\ ii 0 mmZ 2Ez W Z V u G V m [ w a mg 5 6Oil mda IT a4+ a OZ fEt d 3d o c a m Z R6OF zw zE¢ Ez 1-1/4"MIN.—•••• •Z o° MB. (TYP.) • MB4 (TYP.) 6 6 HO 1 MAL CROSS SECTION m Shown Direct to MasonFS • • • 6 • Show rect to 0Outswing only w/ 6 9/1 jamb outs�wlgonly w/-9/1jalbDRArc.1 1 ••• • • • • ••• • • •• •• • • • •• •• Notes: I. SBI Item #'s 17, 18, 19, 32, 34, 35, 36, 37, 38 &39 are attached to jambs w/ (3) #8 X 2-1 /7' pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/7' pfh screws at each end. SBI Item It 15 is attached to jambs utilizing (2) # 10 X 7' pph SMS at each end. INTERIOR SEE NOTE 1 EXTERIOR ' o u e n � 10 VERTICAL CROSS SECTION 7 Insw ng Sill SEE NOTE 1 a n > n p° ° VERTICAL CROSS SECTION 7 Outswing Sill (Coastal Sill Shown) "w11111///// �; z 6e' Q& n ,:s oo EXTERIOR //+ 1*1111 �����```` ' INTERIOR i o M � Z (� ^fD UN •; xZ� 41 42 9 V Qa 9m0cw aNn �6�a a � � 33 34 35 36 37 a w SEE NOTE 1 d o �g ox U n ° • ° o G �(dN� J QJQ� m !2 �F 0 w � o y 0 2 VERTICAL CROSS SECTION a a 7 Inswing SBI EXTERIOR -p7,-*/-7j- INTERIOR SEE NOTE 1 i • •` 0 00 •• ••• 08102116 °z .S. . • • 4 - E$flGAL CROSS SECTION K M • • • • • • _ • • • 7 Pu Access SBI MBY-.LFS FS 0.1 11 • U HEAD &JAMBS � (TYP.) 2X BUCK 60 PSF MAX o U �O MASONRY (TYP.) 2X BUCK ANCHORING HEAD & JAMBS PP.) 80 PSF MAX !o O (3) #8 x 2-1/7' PFH WS JAMB TO HEAD DETAIL (TYP.) — 08102115 i Srue N.T.S. ° DWG. BY: JK m CHK. BY: LFS 3 DRAWW NO.: FL -20470.1 0 SHEET 8 OF 11 L 2X BUCK • • • • • • • • J 1 X BUCK 2X BUCK ANCHORIN BUCK M DIRECT TO : N MASONRY •• ••• FRAME HEAD & JAMBS •: (TYP.) '� >•�•. — 08102115 i Srue N.T.S. ° DWG. BY: JK m CHK. BY: LFS 3 DRAWW NO.: FL -20470.1 0 SHEET 8 OF 11 • • • • • • • • • • • • 2X BUCK ANCHORIN ;• : : : • • FRAME ANCHORING •• ••• •• •: •, '� >•�•. :fig°' � � o a ••• • • — 08102115 i Srue N.T.S. ° DWG. BY: JK m CHK. BY: LFS 3 DRAWW NO.: FL -20470.1 0 SHEET 8 OF 11 ``1llllllf!//// • * o� '� >•�•. :fig°' � � o a n O M m 2 N O1' U N •• v oid E o, z m U S ng 90W LL NM 0: fL a 8 LL E4 p E OZ — 08102115 i Srue N.T.S. ° DWG. BY: JK m CHK. BY: LFS 3 DRAWW NO.: FL -20470.1 0 SHEET 8 OF 11 ``1llllllf!//// * o� '� >•�•. :fig°' � � o a n O M m 2 N O1' U N •• v oid E o, z m U S ng 90W LL NM 0: fL a 8 LL E4 p E OZ c Ni Cly — 08102115 i Srue N.T.S. ° DWG. BY: JK m CHK. BY: LFS 3 DRAWW NO.: FL -20470.1 0 SHEET 8 OF 11 2X BUCK L 28 1X BUCK G DIRECT TO M D 26 MASONRY 2X BUCK 2$ 1X BUCK G DIRECT TO M 27 MASONRY LATCH d DEADBOLT DETAIL Kwlkset 2X BUCK 1 X BUCK DIRECT TO MASONRY SUB STRIKE PLATE 2X BUCK25 �J IX BUCK G 27 DIRECT TO MASONRY M LATCH d DEADSOLT DETAIL Schlage LATCH & DEADBOLT STRIKE DETAILS (Standard Deadbolt Strike Plate) SEE LATCH & DEADBOLI DETAIL STRIKE JAMB Latch and Deadbolt B M DIRECT TO MASONRY DEADBOLT STRIKE DETAILS (Security Deadbolt Strike Plate) a O o ~ tG ry0 �O SEE HINGE DETAIL (TYP.) ^l I O_ a< O F4 > HINGE JAMB SEE TONGUE STRIKE DETAIL ITYP.I ry m 'a SEE LATCH — & DEADBOLT DETAILcl c STRIKE JAMB Multipoint Lock VA G L 2X BUCK 29 M i MASONRY -- 8i �g G IX BUCK \ N�. m' o M DIRECT TO A • • •MASQWY . 24 • s— • • .. r HINGE DETAIL • ••• ••• ••• • • • • • • • • •• • • VA G mrd DIRECT TO M i MASONRY -- 8i �g IIIIIIIIl11• Its \ N�. m' o a A • a �Co VA G mrd DIRECT TO M i MASONRY -- 8i �g IIIIIIIIl11• Its \ N�. m' o a A S LC . cZ a 2X BUCKL 1XBUCK G mrd DIRECT TO M MASONRY -- 8i �g TONGUE STRIKE DETAIL A upon oc �Co 2X BUCK 1 X BUCK DIRECT TO MASONRY LATCH 6 DEADBOLT DETAIL Mu pom oc MULTIPOINT LOCK STRIKE DETAILS T-- 08102116 i N.T.S. ° ar: JK m L BY: LFS 3 AW NO: rc FL -20470.1 • 0 :Er 9 of 11 N 1 INSWING THRESHOLD �� Inswin Basic C g omposRa Adjustable SS 7-1/7 4.56" 1h 1— 5 INSWING THRESHOLD �� Inswing Basic Fixed SBI 5.7S' M INSWING THRESHOLD Inswing Moderate Climate Sol 13/8" -j—� 5.75' - * .75' T 'r 35 _ WING THRESHOLD truwfng Moderate Climate SR 5.78' $6 INSWING THRESHOLD Inswing Basic Fixed S3/4' Sill INSWING 1HRESH0 "� Inswing Bask R., 7-1/2' Sol 4.56" EO � INSWING THRESHOLD "� Inswi Com ng posit. Adjustable Sill M 5.77" r 39 INSWING THRESHOLD '' Inswing Basic Composite Adjustable Sol 601 0 PUSLIC ACCESS THRESHOLD w �� 1 F---1.97' � "06" -•-�- • C> , SWEEP 9 SWEEP • lu p i a• (*M- U- SWING THRESHOLD r Composite / Aluminum Sill (Thermal Break) i • • •• 4.56" w i • • 2.38' ^ a • • • • • cil ci U • • •• DATE. 08102116 2 U.M. N.T.S. ° • • • i • owc. Br: JK Mn • • • CHK BY: LFS ? • • • • COASTAL OUTSWING THRESHOLD THRESHOLD DRAMNG No.: ix • • • �WOod / AIUminum Sol/ Aluminum Sol FL -20470.1 0 SHEET 100F 11 —N r 4.56" ••• • • mro Imo— 2.36' 111`1111 Zo m o m u a z WOOD JAMB \ Z chi In m0 a Ng 9 `oa 5.83" D �rt ma`a� d E �z c w Ai k - �1 OUTSWING THRESHOLD of �•J Composite Sol o A1Ax. KF IHlrere water hfltratat ion Is regWredj N W m a 4.56" �ED Q 0 U O 0 � m K � a a Im OUfSWING THRESHOLD s Composite / Aluminum Sol o 5.75" N W En O of (*M- U- SWING THRESHOLD r Composite / Aluminum Sill (Thermal Break) i • • •• 4.56" w i • • 2.38' ^ a • • • • • cil ci U • • •• DATE. 08102116 2 U.M. N.T.S. ° • • • i • owc. Br: JK Mn • • • CHK BY: LFS ? • • • • COASTAL OUTSWING THRESHOLD THRESHOLD DRAMNG No.: ix • • • �WOod / AIUminum Sol/ Aluminum Sol FL -20470.1 0 SHEET 100F 11 —N • ••• • • CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR BILL OF MATERIALS MIN. MIN. CLEARANCE BILL OF MATERIALS �rjQ�,i�11 REM Y DESCRIPTION MATERIAL ITEM Y DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42)WOOD i��•. 25 #8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 1/4" 27 LATCH STRIKE PLATE STEEL D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 31000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3116'X 3-1/4" ITW CONCRETE SCREW STEEL_ 29 4" X 4" HINGE J 114'X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL ALUM/COMP L # 10 X 2-1/2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16"X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 9 SWEEP SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL VINYL 37 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 38 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 INSWING THRESHOLD DOOR PANEL (BOOK) ALUM/COMP 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) _ 18 OUTSWING THRESHOLD ALUM/COMP 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD 22 #8 x 3/4" PFH WOOD SCREW STEEL 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 # 10 x 1" PFH WOOD SCREW STFF1 - CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANHOR MIN. MIN. CLEARANCE �J �rjQ�,i�11 • SIZE EMBEDMENi - ., `TO ADJACENT -1K� z° ::�6 FoQ �m i��•. ' of . 0. •" 1-1/4" i/11 lilt% Z • EL N \ U 9 Z %z N Ea m CW to 9d 1/4" 1-1/4" 1' 4w maaU. ITW ® CON• `C z €p 1.1/4" g `q 1.1/2" 8 CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANHOR MIN. MIN. CLEARANCE MIN. CLEARANCE 10 • SIZE EMBEDMENi iO MASONRY `TO ADJACENT •T1�E,• EDGE ANCHOR TAPOOt •" 1-1/4" 2" 4^ • EL ULTRACON• 1/4" 1-1/4" 1' 4" ITW ® CON• • 3/16; 1.1/4" AS SHOWN 1.1/2" _ ON NOTES: • • • • • • • • OD SCRENf INSi1tL1 • i. Aointah7a mlu 5/ 'edge distance, 1"end distance, & 1"o.c. spacing of • • s w" screw -ST prevMt the splitting of wood. • ••• LE: N.T.S. BY: JK BY. LFS M NC NO.: FL -20470.1 ET 11 of 11 0 • LE: N.T.S. BY: JK BY. LFS M NC NO.: FL -20470.1 ET 11 of 11