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WS-17-468 Permit IVO. W$-2-17-468 �suO'US LMiami Shores Village Pe it Type:Windows/Shutters 10050 N.E.2nd Avenue NE 'loot Mt Classification:Window/Door Replacem Miami Shores,FL 33138-0000 P rPermit Status:APPROVED 'CZ7— a11 Phone: (305)795-2204 �OR4Op Issue Date: 2123/2017 Expiration: 08/2212017 Project Address Parcel Number Applicant 825 NE 91 Terrace 1132060050250 Miami Shores, FL 33138- Block: Lot: MARIALI ALVAREZ Owner Information Address Phone Cell JAVIER O SALGADO 825 NE 91 Terrace (786)306-6118 MIAMI SHORES FL 33183- 825 NE 91 Terrace MIAMI SHORES FL 33183- Contractor(s) Phone Cell Phone Valuation: $ 8,112.00 PRESTIGE WINDOWS&DOORS (305)820-5999 ......_... ._e_ _... _. Total Sq Feet: 123 Type of Work:REPLACING 9 WINDOWS TO IMPACT Available Inspections: No of Openings:9 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-2-17-63044 $2.85 02/23/2017 Credit Card $ 172.10 $50.00 DCA Fee $2.85 Education Surcharge $1.80 02/23/2017 Check#: 1557 $50.00 $0.00 Permit Fee $190.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $222.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT L,PLUMWNG,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS IDAVI�: I ify that I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru i a z ermore, I uthorize the above-named contractor to do the work stated. IMA February 23, 2017 A rued ign t e:O ner / Applicant / Contractor / Agent Date Building Depa ment Copy February 23, 2017 1 Miami Shores Village RECEIVED Building Department FEB 232017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 HSS BUILDING Master Permit No. WS 1 ^] � 4 PERMIT APPLICATION Sub Permit No. ✓BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 8a5 NF Q 1 e-(- City: Miami Shores County: Miami Dade Zip: 3 1 ,? Folio/Parcel#: 11-3400- ooS - o'a5b Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):_..,«V i P r o Phone#: 305 y 5$- 3L,5U Address: ?"a5 1\1& 4 I 1 e r City: In(,:k rY.i Shores State: Zip: -53 i '� Tenant/Lessee Name: NA Phone#: Email: CONTRACTOR:Company Name: TF r es-ri��e_' ��n�pwS L7cpr 5 Phone#: 3D S&D0 -S 9 9 9 Address: S S CO t\L�,J IUI S+ City: Mi a re—'k State: Zip: 33 U Qualifier Name: SC-C—\t Ca.2_Zb Phone#: State Certification or Registration#: C-13 C_ l 5 I t o '] Certificate of Competency#: DESIGNER:Architect/Engineer: F x nr P 5 S Phone#: 9:514- 5\- (D Q lrD Address: IU() SCJ t2-A\( #' 1C)Co City: tate: FL Zip: 33Ugg- Value of Work for this Permit:$ '&1 14 Square/Linear Footage of Work: i a3 Type of Work: ❑ Addition ❑ Alteration ❑ New [D-Repair/Replace ❑ Demolition Description of Work: r 2 121 cc Ci req t ;n c.O WS �►zs�n^n-hw�.4Jt 's:.:-:� •.. I � �'.i-�i�i� Ny{r�r� •�"r. �i £�.tl1?�i�I"�y:.:�"�YM _: �: rs v` _ 1ra,W �� --� •J Spedfy colorjof colonth" tile: Submittal Fee$ ' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ —7 TOTAL FEE NOW DUE$ ' ` ' i (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company S Ad)iress City State ' Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address f E City State ( Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....I 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. •r "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectiorlfee will be charged. Signature Signature f OWNER or AGEi CONT The foregoing idstrument was acknovJledged before me this The foregoing instrument was acknowledged before me this 9 day of F� .20 6- by day of h• 20 I- by Sav i� Flo who is personally known to +n0. �xt' Z" ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. jidentification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: _ _ Sign Print: g '; WC0MM:3EAN#FF067;0 Print: KV MCAR0 ML Seal: °� ;;°' MY WxAho�"A#FF95 ' BaidedllruNa'�rYPi�bl;Uitd�nMf Seal: DQiE&M11 'JTD ,2 Baulbd Zhu*h7 Pjft IMIdiIMA1I3fS I APPROVED BY 3 I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) y t exist. _ Mark Size Sq.Ft. Type Noa Noa Press Calc Press egress ,/to remain I 191.75"x 62.75" 39.9 HS 15-0929.13 -61.6/+61.6 -39.8/+36.4 r 2 74"x 38.375" 18 HS 15-0929.13 -65.0/+65.0 -50.0/+38.2 , tt y �: 3 37"x 38.375" 9 HS 15-0929.13 -65.0/+65.0 -53.6/+40.1 (MASTER `� `� ► 4 19"x 38.375" 4.5 SH 15-0512.10 -75.0/+75.0 -43.4/+40.1 7 IgEDR�00Mi FLQRIDAi ��"" �.. l', -- �.� " " `" ---- ')T� ' f` 5 37 x38.375 9 HS 15-0929.13 -65.0/+65.0 -53.6/+40.1 R40M; aemairi is jf' .. 6 74" x 38.375" 18 HS 15-0929.13 -65.0/(•65.0 -y�1jjY+38. ••• 7 37"x 38.375" 9 HS 15-0929.13 -65*0/+65.0 j-%.3.151+40-1 •• fi egress_,,,_,_ 8 37"x 26" 6 HS 15-0929.13 -660;( 65.0 -434/+40.•1 . MASTER- 9 37" x 38.375" 9 H5 15-0929.13 -65• +65.0 *:-4a-,W+40..BATW- BEDROOM r • • • f2+ `5 •• .• ...Or• . • . . .•..•. 9 KITCHEN; ��• PERMIT #: .. Miami Shores Village LiVIFJGBATH '4 APPROVED BY DATE (ROOM ZONING DEPT R -C'�4 BLDG DEPT �-ld f SUBJECT TO COMPLIANCE WITH ALL FEDERAL R -- STATE AND COUNTY RULES AND REGULATIONS 3 'BEDR66M, ( - — A GE- r exist. — r to remain _r- C` E 2 egress, � Job Name: ' RESTIGIE Rohend Residence 825 N E 91St. WIN Dows & )OORS Miami Shores, F1.3318 exist. W -W H' r L 5 7LC: E W t .*: 0U Q L . 00M { toremain 1 08/17/2016-11:11 am RECEPTION V:\Projects\2014-MPS\400 Wind Charts\-Reference\00-MPS14400 Series C&C(Current)Jef.dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft - -- _ Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO -THE.WORST CASE'PRESSURES.'WORST CASE'IS Height SO 1 1520 25 30 3 -d0 eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI EC4CCO 0 UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDI_FION$RE- FOR ITH THESE TABLES. 0-15 ft 43.4 -42.4 -41.6 -41.1 -40.6 -41. I .3 0-15 f[ -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2. TABLES VALID ONLY - N ROOF HEIGHT AS LIMITED ABOVE. +40.1 +39.0 +38.2 +37.7 +37.2 +36_ t3& +40,1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID FQR ALL. .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10"SHIAL[ .. E GINEER AS A SITE SPECIFIC CONDITION. 16 ft -44,0 -43.0 -42.2 -41.6 41.1 -40.7 X451-1 16 ft "54.4 -52.2 -50.7 -09.5 -08.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B AV OOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +31+3%-+3. .6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI US G}iT. -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 m- :3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 S.ALWAYS ROUND EI,.. RJ S'A13LE VALUE OR CONSERVATIVE ASSUMPTION. 17 it 17 ft 6.CALCULATE THE TRIBIL) R ,HE OPENING IN QUESTION(HEIGHT-WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 `+ ! -w36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH HEIGHT MU' BY AN EFFECTIVE WIDTH THAT NEED NOT LESS -45.1 -44.0 -43.3 -42.7 -42.2 -01.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -08.2 -47.6 -47,0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT z/3).USE THE AREA BETWEE L 18 h 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STR CTURAL.�M7ULLS. IF E IRB RY +41.6 +40.S +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.S +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MO CRIIj�IICAj�(10 SQUARE F SHALL •• ••• -0S.7 -44.6 -03.8 -43.2 -42.7 -422 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO EL,ESSET[TABLE VA`U�.FOF�LARGER •• 19 it +42.1 M3.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST((P77�1IjTT)BBffjLLj((IISH11EQQ66 VALUE. yf� (IC [� •, • -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE 7.IFIGURE OR INFORMATION BYFY THE ZONE OF THE OOTHE SPENING A ANY QUE5T1bIQAk N NG ST0 BEP ,1 PER •• ••• 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 1+38.7 +38.4 +38.1 CONSIDERED FTP E MORE CRITICAL E AND NEGATIVEE PRESSURES FOftI��S12�QUIRED BY THEIOCAL • • 21 h 21 k"46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 •42.4 -02.1 -57.6 -55.3 -53.7 -52.4____51.4 - •49.8.. -49_.2 -48.6 MB.READUNICIPALITY IN ACCORDANCE WITH CODE. • .•� :• •• +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +49A_- -+39;, +; +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VAW?S Al?LlJaj4JDER-DE C,JE D hY 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 k -58.1 -55.8 -S4.2 -5. .3 .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL tiv"ALTTY PRI Tb WA USE. •• •• +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +4 a 91 4 .2 +38.9 • GENERAL NOTES: •••••• • • •• •• 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 it -58.7 -56.4 -54.7 -5. I-- .5 .5 - �8 X50.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH'Y,LLCMVQALSTRESS&E$IG0 +43.8 x42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4. �+- .3 .5 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAAPPTT�ER SS ART 1 OR 3,CSI •• ••• -48.0 -46.8 -46.0 -45.3 -44.8 -04.4 -44.0 -43.6 -03.3 -59.2 -56.9 -55.2 -53:9-- :2 - :6 -50.0 CRITERIA AS OUTLINED HEREIN. ,�•,�! •• 24 ft 24 h 2.DESIGN IS BASED ON THE 3 SECOND GUST(WINO � OR THE WIND SOEED AND • +44.2 +43.1 +42.2 +41.6 +41.1 +40,6 +40,2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41.1 +40.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE W ES L FACTLTjIES OR SSEMBLY 25 ft -48'4 -47.2 -46.4 -45.7 -05.2 -04.7 -44.4 -44.0 -43.7 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -53.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FL TERRAI SE ONL11 SSIIjJE T BLES •• ••• NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE C FFICIE T(GCR1=+�tl'18) �USE +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40,2 +39.9 • • WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF (DI ONALITY nCTOR)WITH •• ••• 26 ft "48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 k -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY gRjt ZONE.Tk%Lp ARF•FOR • • +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40,9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 ft -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 VALID 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLESTNLY WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +412 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -06.3 -45.8 -45.4 - --- -44$.. -61.2 -55.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR ESRONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 h - -- ---.,28 k COEFFICIENTS LISTED.HEREIN AtlS$F.J]I-C-TATED_AND VERIFIED BY THE GOVERNING M5.7 +44.5 +43.6 +43-0 +42.4 +4j -+4I. 2 +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMERT"MID P ARRANTY FOR APPLICABILITY OF TABLE -49.9 -08.7 -47.8 -47.2 -46.6 41.21-- . ' 1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER&D 29 h 29ft 5.THIS SPECIFICATt�t,�I- _ ER ANY PRODUCT APPROVED W6.0 +44.8 +43.9 +43.3 +42.7 +4. +41: d +46.0 +44.8 +43.9 M3.3 +42.7 +42.3 +41.9 +41.5 +412 CERTIFICATION. REFSIK MITTED TEST CRITERIA AND OTHER 30 ft +463 M51 +44.3 +43.6 +43.0 +4,J.61 + �4i,g /- \ 30 ft +46.3 +45.1 +44 3 +43.6 +43.0 +42.6 +42.2 +41.g +415 APPROVALS FOR DES Caef'd-f [LXTI _ ATION AND E WITH GOVERNING OF THESE TABLE VALUES WHICH IST BFi VE4�1ED�Y O IL ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ASO EM ORDINANCES. -51.0 -49.7 -08.8 -48.2 -47.6 -0. 6.4.- i0` - -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION S, F E I RITY OF THE HOST STRUCTURE. 32 h +47.0 +45.7 +44.9 +44,2 +43.6 +43.2 +42.T 34 - 42.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PROV! EIN,NO ADDITIONAL CERTIFICATIONS OR 35 k "51.9 -50.7 -49.8 -49.1 -08.5 -48.0 -47.6 -47.2 -06.9 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +44.5 +44,0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=100%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 •50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +492 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40ft +49.2 +47.9 +47,0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 45 it +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ROROOF OF HEIGHT -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 SO ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 0 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 ® I 4} 55 k +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 5 5 '�, 0 -58.2 -56.8 -55.8 -5S.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 ELEVATION 005 60 it +53.6 +52.2 +51.2 +50.4 +49.8 M9.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.5 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES ` ISOMETRIC (AO REMARKS INIT ISSUE SS GSS CHID DATE TSB 03/05112 5TH ED. FLORIDA BUILDING CODE ENGINEERING �_� �T O 0 ,m T m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRESS° o - m REV 2014 FSC DGM TSB 06/10/15 mASCE 7-10,CHAPTER 30 11-TE0 z = 160 SW 12th AVENUE, SUITE 106 N DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 to MASTER PLAN SHEET � THLS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 2 K AND SHALL NOT BE REPRODUCED IN WHOLE OR PART 1VITFHOUT CERN OF ALRH If9ae5 's'Z yL Q p WRnTEN CONSENT OF ENGNIEEMNG EXPRESS.ALTERATIONS. E:HELLO�ENGINEERINGIXPRESS.COM ~ ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 PERMITTED AND INVALIDATE OUR CERTIFICATION. < ® ENGINEERINGEXPRESS.COM 1 + .............7- f 7 7 _ M IAM I•DADE MIAMI—DADE COUNTY,FLORIDA RIT,111 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.miamidatle.eov/economy CGI Windows&Doors 10100 NW 25 Street Miami,F1.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.'The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 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 "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed "advsrt�iJg Jtter&u!e.•fl'any portion of the NOA is displayed,then it shall be done in its entirety. :• •; •• INSPECTION: A copy of this entire NOA sha11.6e";vitt tb the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists p;this pa%e ind eVitlInse pages E--1,E-2 and E-3, as well as approval document mentioned above. : : • •• The submitted documentation was reviewed by 3orie NItPlas"a,P'E. • QMIAMI-MADECI=UNT . NOA No.15-0929.13 ' .�. • • •r'kptratlo&Date: September 22,2020 S`t3� . �•• ' wtiproval Date: May 19,2016 • • • •• Page 1 i 7 ' CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted 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) Y . Y . Y .. ... .. . . . .. • 6:0 so ••• ••• 000 Jorge M.Plasencia,P.E. • • • • Product Control Unit Supervisor •.. .• ...• 0.. . • NOA No. 15-0929.13 . . Expiration Date: September 22,2020 Approval Date: May 19,2016 YYY Y •r• * YYY • • • • • YYY • • • • Y Y Y Y • • Y Y Y Y YYY • Y • YYY •Y • r r CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont`Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact.Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn 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 "Butacite0 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 "SentryGlasO (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance Np'140-V.4V.15•itsutdoto•Eastman Chemical Company(MA) for their"Saflex CP-A lex Ad- Mfje C=Composite Glass Interlayers with PET Core"dated 06/19/14, e4irh?j orr 12hf/l;.: ••• ••; ••; •• Jorge M.131asencia,P.E. ' Product Control Unit Supervisor ... . ... . . . NOA No. 15-0929.13 Expiration Date: September 22,2020 ... . . . . . . . Approval Date: May 19,2016 • • •Er.Ti .• • • CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No, 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P. E., Section Supervisor. (Submitted under previous NDA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HT1 -0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. . .. ... . . . . . .. .. ... .. . . . .. • ••• ••• ••• Jorge M.Plasenci.a,P.P. • Product Control Unit Supervisor • •• NOA No. 15-0929.13 ••• ••• Expiration Date: September 22,2020 Approval Date: May 19,2016 ... . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Ito' t TYPICAL ELEVATION FLANGEWIDTHBUCK WIDTH 5 1/2' d MAX. MAX. g' S•T1P. m�X. HERO/SILL S•TYp. iv g Q HEAD/MAX* A C ----iiIII, MTC.STILE 7i 5 5 ,� n o I 1 � n Z 0 o Elva . n F jj F E1 u F jj F 8 O y01Ir 6 II g II 6 7 II 6 N. _ ____ N // ___ _ IVj N x a e x \W \p II it 2 2 n 0 II n! UZI e3 N n n I II b m M J I II Q 1L LL 0 o v°Ui to n _ -'',t'===_ m n o __ ---- TYPICAL ELEVATION 111 110' FLANGE WIDTH FLANGE WIDTH o 6- 5 1/2' o H LL -q 5"i MAX. m HEAD/SILL 5 M m w Zm 5 5 1 - `M;G. STILE 51 - 'MTG.STILE \ coi r .IY '`0' T4 f z roa 1 2� i`o " C " a a � 11 11 �� II II M W . 11 11 II 11 II II IY O C 4 E II F II n F EI n F 11 li F 0 G'N'r Lam•• 6 11 6 II II 6 6 II 6 D II 6 (��CIn Q L') 0 r 0 6 0 a el �i no ( ii / ii / Nd no r 00c� (L z�1 II II II '1 11 11 Q W 11 3 U � � c n FALSE MbWNS SJ ADDL.ANCHOR REOD. FALSE MUN INS ADDL.ANCHOR REDD. ' y (SIktFACE AI•'LIE 24 1/2' 49 5/8' AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2' 49 5/8" AT CENTER OF ALL PANELS N • • 0(�I014AL •• D.B OPC•• D.L.OPG. FlXED OR OPERABLE OPTIONAL D.L OPG. D.L.OPG. FIXED OR OPERABLE 0 W R •• ••• • • • ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WID11i5 • • • 2•' • AT HERO/SILL 28' AT HEAD/S91 Q 600000 VENT WIDTH VENT WIDTH C •: ••• •• • :••FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME. 3 N M 8 ¢ 0 M n •• ••• •• •• •• •• V3 m • ••• • • •• • • 110' • C ZLL • BUCK•WIDTH - , Z-00� • ••• •�1/2•• •••• 135/16' • .• MAX. • • ut U •• ••• EAD •••• 5 TYPE HEAD/SILL rcw • • • • • _MG.STILE O U • 004 ••1 •••• •I • 11 II • I O B •• ° F u N F it � r N= I II 11 > JL___ --�r--- II - II 1 u N 5-n n u m B2 N 11 ^�� ` PRODUCT REVISED as com 1 Ing with the Florlda J FALSE MUNRNS -� Bulltling yo Be (SURFACE APPLIED) 24 1/2' 49 5/8' NOA-Ho. 155-0929.13 e 3 OPTIONAL D.L OPO. O.l OPG. v Expiration D S 09122/2020 y q �0'•. TE OF .•,•�(V� droNing no. VENT WIDTH By t4A1 L01 '., Si'••!c[ORLOT.• G\`. W10-18 FIN FRAME mlaml�s product Control ) NAL sheetl.toftl • DESIGN LOAD CAPACITY - PSF DESIGN[AAD CAPACITY - PSF V u u (XO OR OX SIZES) (XO OR OX SIZES) 'm� o STD.MTG.RAW H.D.MTC.RAD. STD.1TTG.BAD. H.D.MTG.RAIL H.D.IATG.RAIL Z m n 3 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES p y• FLANGE DIMS. BUCK DIMS. 'A'k'Ai"Veti1' 'if k'Be FLANGE DIMS. BUCK DIMS. 'A'k'Al','B'k'Ht' 'H'k c.k'c1' q �d WIDTH HEIGHT MDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT PADD1 HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) f 2 a 25-1/2" 25-1/2" 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 O tO 8 37" 36' 65.0 65.0 80.0 90.0 8-15/16 26' 7-15/16 25' 65.0 65.0 80.0 90.0 65.0 65.0 p'q 53-1/B" 26" 52-1/8" 25 65.0 65.0 80.0 90.0 83-1/2' 62-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 74" 73" 65.0 65.0 B0.0 90.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 p t�W _ C� 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 8-15/16 38-3/8' 7-15/16 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 V p yj'H 3 7 / 37' 36' 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 p O 211 . 3a 3/8' 37-3/8' p O a 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 55-3/4' 34-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 p (_ 74' 73" 65.0 65.0 80.0 90.0 8-15/16 50-5/8' 7-15/I6 49-5/8' - - - - 65.0 65.0 y1O 26-1/2" 25-1/2" 65.0 65. 90.0 BJ-1/2• 82-1/2' - - - - 65.0 65.0 , 6 LLZm_o 37 50-5 8' J6' 49-5/B' 65.0 65. 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 C7 53-1/8" / 52-1/8" 65.0 55. 90.0 8-15/16 63' 7-15/16 62''-• - - - - 65.0 65.0 9(W�x 74' 73' 65.0 65. 90.0 83-1/2" 82-1/2" - - - - 65.0 65.0 26-1/2" 25-1/2" 65.0 65. 90.0 37' 63' J6' 62" 65.0 55. 90.0 • 53-1/8" 52-1/8" 65.0 65. 90.0 c 74' 73' 60.2 60.21 •• (1/3W) (2/3W) vI G '^ • • DO •• ••• • ••• • •• O W • • • • -0 ••• • C •• ••• • S/2w) •O/2w) D 3-N o • • :•6 • G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 0 n N • ••• :•• • •• • OXO OR OX' 903n a z(i' •• ••• OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 3 0 R • ••• •• • •••• O Q 1 • • •• ••� -XO Off QXi••• V^a Fi •• ••• O • •• I/1►ikP. •• • BUCK4018I9/••• )4'TTP. BUCK DIMS BUCK DMS �� • 00 - 0 ••••• FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME gL FLANGE DIMS _I I FLANGE DMS _I o? o r FLANGE & FLANGE ADAPTOR FRAME oo ==TA EQUAL LEG FRAME s a a s \4t 1,111IIIUl,,T --- 6 .�PJP..... H C�2- PRODUCT REVISED as eomplyln with tha Florid a •72 BulldinpCodGLASS CAPACITIES ON THIS SHEET ARENOA No. 15-0829.73E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09/2212020 -p ATE OFAND FLORIDA BUILDING COMMISSIONSTD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-OEC-219 I4AY 1 Z0,u ' SS • 'Mlam- e Produet ontrol D1QN � r DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ��V c (XOX SIZES) (xox sizes) , BTD.MTC.RAIL H.D.M'TG.BAIL STD.MTG.RAH. H.D.MTC.RAIZ. H.D.MTG.RAIL 3 CUSS TYPES CUSS TYPES Cuss TYPES CUSS TYPES CUSS TYPES FLANGE DIMS. BUCK DIMS. TJ?Al'.YI'A'BI' 'B't'Bl' FLANGE DIMS. BUCK DIMS. 'A'YAl'.'B'YBl' •8'A'BI' 'C k'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXr.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) F al 4 Z 74" 73' 85.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 ¢p U`C U 106-1/4" 26' 105-1/4' 25" 65.0 65.0 80.0 90.0 106-1/4' 26" 105-1/4' 25" 65.0 65.0 80.0 90.0 65.0 65.0 111' 110' 65.0 65.0 80.0 90.0 111' 110" 65.0 65.0 80.0 90.0 65.0 65.0 p 74' 73' 65.0 65.0 80.0 90.0 74' 73' 65.0 65.0 60.0 90.0 65.0 65.0 C A M 106-1/4' 38-3/8' 105-1/4' 37-3/8' 65.o 65.0 80.0 90.0 106-1/4' 38-3/8" 105-1/4' 37-3/8' 65.0 65.0 80A 90.0 65.0 65.0 V pgM4 111• 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 C&D:M $ 74' 73' 65.0 65.0 1 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 G E p g_ 106-1/4' 50-5/8' 105-1/4' 49-5/8' 65.0 t65.0 80.0 90.0 106-1/4' 50-5/8" 105-1/4' 49-5/8' - - - - 65.0 65.0 1y7 V/ N 111• 110" 65.0 80.0 90.0 111' 110' - - - - 65.0 65.0 Q Z N ie ' 74' 73' 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 1 _p g 105-1/4' 63' 105-1/4" 62' 81.8 B0.0 90.0 106-1/4' 63' 105-1/4" 62' 65.0 65.0111" 110' 600 80.0 90.0 111" 110' - - - - B5.0 65.0 O � N U J C 1 y'. N • • • • •• • •• (1/3W) •`1/SV� (1/3w) (V4lt� (1/2PJ] (1/aw) QU W v v VLn •• ••• •0.••• -0 • • DF^� • 3 rM1 000009 •bg&A11NG VENTS TO eE PA OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH O c • • • • • )4IIP. BUCK DIMS• Xa TYP. BUCK DIMS BUCK DIMS •• • • •• •• •• • • • •• ••• • o • FLANGE FRAME 0 - F FAM FLANGE ADAPTOR FRAME • ••• • 0000 ••• U FLANGE_DIMS _I I TlANGE DIMS _I u � FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 0, ie PRODUCT REVISED _ NO 0592 ' c es cemplyln with the Florida NOTE: Building Coda GLASS CAPACITIES ON THIS SHEET ARE Non-No. 15-0929.13 E4 E4 BASED ON ASTM E1300-093 SEC. GUSTS ATE OFA drOwm no. ( � Eaplration Data 0912212020 9 AND FLORIDA BUILDING COMMISSION 1201 !?oB1D�. ' C�� STD. MTG, RAIL H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 Br iddf ' ��,SS r1G�.` W10-18 Mlam D� a ro uo on rol '/�/0MAL`E,��` fiheet2.lo!11 � r DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF {w (XO OR OX SIZES) (XO OR OX SIZES) d STD.M.RAI. N.D.MTC.RAIL STD.MTG.RAIL N.D.MTC.RAN. H.D.MTC.RAI. Z '°r ; GLASS TYPES GIASS TYPES GIASS TYPES GLASS TYPES GLASS TYPES O y m J BUCK DIMS. 'AVAI','B'k'01' 'B'k'B1' BUCK DIMS. 'A'k'Al','8'k'B1' 'B'A,'B1' 'C'k'Cl' MOTH HEIGHT EXT.(+) INT.(-) EKT.(+) INE.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) Q f 25-1/2' 65.0 65.0 80.0 80.0 54-3/455.0 65.0 80.0 80.0 65.0 65.0 36' 25, 65.0 65.0 80.0 80.0 7-15/16 25' 65.0 65.0 80.0 80.0 65.0 65.0 qW 52-1/8' 65.0 65.0 80.0 50.0 82-1/2' 65.0 65.0 BOA 80.0 65.0 65.0 p C 0 73' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65A 65.0 V?a g 25-1/2' 65.0 65.0 80.0 80.0 7-15/16 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 ppo 36' 65.0 65.0 B0.0 80.0 62-1/2' 65.0 65.0 80.0 80.0 65A 65.0 0 a O 37-3/8' 52-1/8' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 0 OU 73' 65.Q 65.0 80.0 80.0 7-15/16 49-5/8' - - - - 65.0 65.0 (e N 25-1/2' 65.0 65.0 80.0 60.0 82-1/2" - - - - 65.0 65.0 Z N_c 36' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 85.0 89 P 49-5/8' a 52-1/8' 65.0 65.0 80.0 80.0 7-15/16 62' - - - - 65.0 85.0 a W m f IL 73' 65.0 65.0 80.0 80.0 52-1/2' - - - - 65.0 65.0 25-1/2' 65.0 65.0 80.0 80.0 36' 65.0 65.0 80.0 80.0 m 52-1/8" 62" 65.0 65.0 80.0 80.0 C 73" 617.2 60.2 80.0 80.0 (1/3W) (2/3W) n O •• ••• • • • • 61/2W) V/2W) ••• •• i G •• ••• • • % �� OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH A7 2 N o • • •••• 'XO OR OX' o N r7 n �3 •• ••• OPER4NG•VE1jS TO BE 1=7•Q.*Tiff•WINDOW WIDTH � cz��. •• �•• •• • 'XO OR Al 6a L7 oa J • •• ••• •e • •••••• BUCK DIMS CG 0. • e» s .. ... 0000 . . ��yg�� y2 • 0000 • '��1�-°° FIN FRAME a 3 a lc2- FIN FRAME o ``)P: ``AA1111r..AH E5 - � VGENBF� ,4j , PRODUCT REVISED 3 as eom 1yIng with the FloridBuia _*:• '7 NOTE: NOA-No. Code _ 8 GLASS CAPACITIES ON THIS SHEET ARE Noa-No. 15 0929.13 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 0912212020 - STATE OF :'kj_ drawing no: AND FLORIDA BUILDING COMMISSIONDY 14AY 1 120 , S; • oR�D�..'G IW10-18 STD. MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 m1aml-o a ro uct Contro ��is��dAl1�� Sheol 3 of 11 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) of 0 STD.1RG.RAD. H.D.ERG.RAH. M.ERG.RAD. H.D.ARG.HAIL H.D.ERG.RAH. � GIASS TYPES G1A55 TYPES GIASS TYPES GLASS TYPES Cuss TYPES Z BUCK DIMS. 'A'k'AI','B'k'BI' 'B'k111' BUCK DIMS. 'A'k'A1','H'kbl' 'B'k bl' 'C'k'Cl' 0�' hid WIDTH HOGHT EXT.(+) INT.(-) EXT.(+) INT.(-) NDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 6 Gi p 73' 65.0 65.0 80.0 B0.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 O v 4 U 105-1/4" 25" 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 ISOM 65.0 65.0 a yyy�Ill �}C 110• 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 73• 65.0 55.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 105_1/4' J7-3/e" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.D 65.0 65.0 �a ~ O 110" 65.0 65.0 80.0 80.0 110" 65.0 .65.0 80.0 80.0 65.0 65.0 0 6 C G 73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 Q 3 N 105-1/4" 49-5/8' 65.0 65.0 80.0 80.0 105-1/4" 49-5/8" - - - - 65.0 65.0 110• 65.0 65.0 80.0 80.0 110' - - 65.0 73" 65.0 65.0 80.0 80.0 73" f-0 65.0 80.080.0105-1/4" 62" 61.6 61.fi BOA 80.0 105-1/4" 62" - - - 65.0 63.0 Q F11p• 60.0 60.0 80.0 B0.0 110" - - - 65.0 65.0 -[ � N N � C b v A PEI • (i►w7 ( � (1�4W) p0W••• • ':• � .0 2 • c • •••••• N • OPERATING VENTS TO HE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH � C •• •• • •• X0X'i••�•• XOX o_ • o� 0 00 too* 000 • ••• •• •• • •••••f BUCK DIMS • • • • € ••• •• •••• • 1� • • �1�,J}L�m i •••• FIN FRAME `g 0003 0 -FIN FRAME ° •C o Es .�� JP ....•MyQ%, a , �--1 PRODUCT REVISED ea eomPlyingg with the Florida 70582 ode Building G - NOTE: NOA-No. 15-0929.13 GLASS CAPACITIES'ON THIS SHEET ARE Expiration Date 09122!2020 ... OFj� drow�o. E4 E4 GASES CA ASTM E1300-09 (3 SEC. GUSTS)AND FLORIDA BUILDING COMMISSION ' W Q-18 STD. MTG. RAILH.D. MTG. RAIL• DECLARATORY STATEMENT DCA05-DEC-219 Mlami D e r udCon<ro 14AY 1 1201ff ��7Sis/OWPd tsheet3.lof 11 1/8"ANN.CLASS 1/8"HEAT STREN'D GLASS a .075"InteAayer 075'Interlayer o_ SaOex CP With PET Core SaBex CP With PLT Co. By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 090"Interlayer .090"Interlayer 1/8"HEAT STREN'0 CUSS 0 FZ q Sella Clear And Color Glass Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' F 2 ? a OR OR £ .080'Intens ar .075"InleAa.th '0 .090"Intedoyer Y Seflex CP wth PET Core cV SentryGlas SentryGlas By'Eastman Chemical Co.' By'Kuraray Amarica,Inc.' By'Kuroroy America, Inc.' OR ffMM lu OR OR 090" Intertayer 090"Interlayer 090"Interloyer SentryGlas 0 t N M Kuraray But cite WB Kuroroy Butocits PVB By'Kuroroy America,Inc.' V Ogg By'Kuraray America,Inc.' By'Kuraray America,Inc.' yO 2 g 1/8'ANN. CLASS 1/8"HEAT STREN'D GLASS 1/8"HEAT STREN'0 GLASS 0�•�Q g F SILICONE C SILICONE � SILICONE i al GE 1200 i m CE 1200 i m GE 1200 DOW CORNING 099 N DOW CORNING 099 DOW CORNING 899 \ M1 DOW CORNING 995 \ M1 DOW CORNING 995 \ M1 DOW CORNING 995 .�O Q�ms ' o a a d e 0 0 a" EB W EB E8 N •• AT 1/4 POINTS ON UTES 1 M7 AT 1/4 POINTS ON UTES ' M7 AT 1/4 POINTS ON LITES ' N • • w• ••••M7 WIDER THAN i• W WIDER THAN 36' W WIDER THAN 36" OD t •• ••• •'• • GLASS TYPE 'B' ,CGLASS TYPE 'C' w • • GLA,�,�5 TYPE� • 4 !•rM fli•1•AIINAL LAM.CLASS 5/16"NOMINAL IAM.GLASS 5/18'NOMINAL LAM.GLASS C • •1/8'ANN. CLASS••••• 1/8"HEAT STREN'D CLASS ¢ ;O N M n •• w•• •• •• • •• • • 075'I rlaye4 .075"Interlayer 3 n • ••• w • ByFlex •9rylF�P Core By CP n C PET Care Z • • By'Ea man emrcal Co.' By'Eastman Chemical Co., 3 O— • ••• •• • OR ••!• OR • • ell I•leAayer L 090"Inl..ayer 1/8'HEAT STRt?t'D GLASS g U o • • • •• SoFlex �r•Ayde, alar Glass Sollex Clear And Color Class •• ••• By'Eastman Chemical Co.' By'Eastman Chemical Co.' -- • • • OR •••••• OR .075"ICP With 1/4-AIR SPACE .090"Inte,Iq er 1/4"AIR SPACE 090"Intedayer t/4'NR SPACE By'E CP With PET Core / Sanl las By'Eastman Chemical Co.' •• ••• • • Sen!r !•••• 7G • • • • By Kuraray Americo,Inc.' By'Kuroroy America.Ins.' .090"Interlayer e 1/8"ANN.G1A55 • OR • •• OR • OR .yterlder 1/8"HEAT STRFN'D GLASS 090'Interlayer 1/8"HEAT STREN'D GLASS SentryGlas d o B •• ••• • w Kuroroy Butacite Kuraray Butacite PVB By'Kuroroy Americo,Inc.' o b g @ W • By'Kuraray America,Inc.' By'Kuraray America,Inc.' -2 a •w• 1/8"ANN. GLASS 1/8"HEAT STREN'D CUSS 1/8"HEAT STREN'D CUSS PRODUCT REVISED 8 as complying with the Florida u _ u, building Code SILICONE t SILICONE �- SILICONE NOA-Ho. 15-0929.13 m CE 1200 1 ym GE1200 CORNING 899 m GE CORNING 899 �^ DOW CORNING 899 Expiratlon Date 09/22/2020 \] Mt DOW CORNING 995 \ M1 DOW CORNING 995 \ M1 DOW CORNING 995 1 o O B o l - Mlami- de Product ant- XL EDGE SPACER XL EDGE SPACER I XL EDGE SPACER 0 0 0 ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' OR OR OR tt1111 it f/ x DURASEu BY'DIAANDC' a DURASEAL BY'GUANEX' a OURASEAL BY'QUANEz' O OR O OR O OR 4iT+ E9 SUPER SPACER BY'OUANEX' �W�.., Eg SUPER SPACER BY'Ol1ANEX' W�.. Ey SUPER SPACER BY'OUANEX' �:'' ASF W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES }'• GLASS TYPE.'Al.' •.AIYPE.'BT' GLASS TY' 0.70"OVERALL INSUL.UM.GLASS 0.70"OVERALL INSUL IAM.GLASS 0.70"OVERALL INSUL.L.PAI.GLASS 3T OF '• .� drawing no. (S.M.t.) 14bY 1 120 S .. ��.�` W10-18 IN DRIER TO OUALIFY FOR SMALL MISSILE IMPACT RATING ////�ON{��'�tLS sheet 4 of EXTERIOR PLY OF CLASS TYPE'Al', '81'k'Cl' MUST BE TEMPERED. 111111IL TYPICAL ANCHORS METAS FLANGE & FLANGE ADAPTOR FRAME 9.V SEE ELEV. STRUCTURE 18Y FOR SPACING o WOOD BUCK I TYPICAL ANCHORS d SEE ELEV. v _______________ Z ro r 3 a: FOR SPACING f__________________�l CT,K;f DIST.'" Z m 'I MI4M1-RADE UNTY APPROVED 1' g m J x s o N j I MULLION k MUIUONCOANCHORS EDGE DIST. SEE SEPARATE NOA 1 16 S xo EDGE DIST. I A g N SO — L_—_____ _______ '� 6yQj a N O1 CO { -- — — ----- p e, 0- 8 i gL0 ' TYPICAL AN SEE ELEV.ANCHORSTYPM 0 4 N SECELEV. C Z 2 1 I FOR SPACING -FOR SPACING Q W 6 •o zap a M!N•1 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O a AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 •♦ I ' \ 2-3/3'MIN. TYPICAL ANCHORS: SEE ELEV.FOR SPACING N i ♦ -"i 1,/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) • • • ♦• •• • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 w • • i. ♦ ♦ ! 1-1/2" MIN. PENETRATION INTO WOOD •• •• $ ''I r� •• 6,40 THRU 1 BY BUCKS INTO CONC. OR MASONRY o= • M , ` y Mei'^ • o O00;06; 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o -j WHEN USED THE MIN.WOOD BUCK 3 N O1-1/4" x DEPTH SHALL BE 271'•THE USE of DIRECTLY INTO CONC. OR MASONRY o •• • • (� • • •• • W , DEEPER OR BEVELED WOODBUCRMRIEOKS Is MIN. EMBED INTO CONC. OR MASONRY -03 ♦ • j -� m PE . C Z n •• • • F ♦ • 100-940 ,#14 SMS OR SELF DRIWNG SCREWS (Fu=74 KSI,Fy=5B KSI) 3 0 • • • X h •••• W �v W • ♦ SFC I ' INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.-1/B") U o • •♦ • i i •••• W i INTO METAL STRUCTURES O • • • •••• � STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) • ' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •• ••• • •••• ♦ • • I ♦• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • •• •♦ ! • ! PRODUCT REVISED TYPICAL EDGE DISTANCE o-,€fi g ♦ I as complying with the Florida INTO CONCRETE AND MASONRY = 2-1/2" MIN. 12 W o •0• �. E7 I Building coda 1 NOA-No. 15-0929.13 INTO WOOD STRUCTURE = 1" MIN. .8 INTO METAL STRUCTURE = 3/4" MIN. Expiration Date 0912212020 9 I M9 I WOOD AT HEAD,SILL OR JAMBS SG - 0.55 MIN. B W2-/ I 1 I 1 Mlami-0 oduct Control CONCRETE AT HEAD, SILL OR JAMBS 1'c 3000 PSI MIN. W, C-90 HOLLOW/FILLE0 NORMAL WEIGHT BLOCK AT JAMBS f'm -2000 PSI MW o 0 o a e d71 4 i " Saaoa WEEPHOLES: W G—) WJ O p W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH LLLLLL1it II T7j o I � I END WITH PLASTIC COVER W2 - 1/8" X 1/2" WEEP SLAT AT 3-1/8" FROM EACH END a: W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END - EDGE IST.* •'• �' � • .. °_ •'�z�a � �a'', Al'E OF .',�: Browing no. ' SEE ELEV. +oRs ,:. ; I SEE' ANCHORS � � 112'01�,;`�' oRLDr.• G� W10-18 W000 BUCK , FOR SPACING FOR SPACING �7SS//�s'At��` /I`T'i,1A LLL, sheet 5 6f 11 FLANGE & FLANGE ADAPTOR FRAME U a _ 0 1/4"MAX. BUCK WIDTH 1/4•LAX' SHIMS P 3 TYPICAL ANCHOIRS VENT WIDTH VENT WIDTH FLANGE ADAPTOR FRAME O q FOR SPACING O O O 1/2-TYP. Q'IL .a 0�g`� V � M - 0. 1 T�4" _ 0 Amo 2 WOOD K 0 8 - __- R 2 .._. ._.-.-._.-._._. rn r -SCREENS OPTIONAL - - '•_' W000 STRUCNR 1%12O Y. J O to 1WO D BUCKS EXTERIOR a 3 XOX LAYOUT TYPICAL ANCHORS D.L.OPG. SEE ELEV. FOR SPACING �1 N MIAMI-WOE COUNTY 0 m APPROVED MULLION O k MULLION ANCHORS -� C ^ SEE SEPARATE NOA - n BUCK WIDTH BUCK WIDTH O ALTERNATE E7 \ 5� 0� n g QO IWJ v •• SWEEP LOCK • • F___ t OPTIONAL TO ^I N 4 • • • ••• • •• I I 1 I I SPRING LOCK 0 ••• •• • • • I I I N o N V7 v • • - - ,F I I 56 ••• •• • • I� I I __ __ _ _ _ _ 3 • • •••• I I , Z�a' � -n • •• •• •• • • • •• 00000 TYPICAL ANCHORS E4 ••• •• SEE ELEV.FOR SPACING O 1/,IIAX. • • •••• BUCK WIDTH 1/4 VAX. � •0• •• • SHINR • SHIMS C: N ,d • • •• • •• 1 VENT WIDTH • _� m u ••• •• •. E F G z • TYPICAL ANCHM 1 O O TYPICAL ANCHORS e SEE ELEV ••• SEE ELEV. FOR SPACING 1 FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 v o ^ O AND 6 APPLY TO BOTH FLANGE FRAME ANDc o o a 000 _as FLANGE ADAPTOR FRAMES. S E o 9 9 U - \LA1111111// METAL STRUCTURE II �`�PJ a . NSF•'•. i SCREENS OPTIONAL ....... - __ __ .� PRODUCT REVISED N. 2 u as compI Ing with the Florida 9 1BY Building Code _ E6 EXTERIOR wood eucKs now-No. 15-0929.13 Expiration Dae 09/2212020 'o 8 OF XO LAYOUT D.L.oPc. 77 o �'�`�' By �rAV y 1 gQ� �.`S/OPVAL �`�� Mlaml Product control ////T VIII TALI\\ �heet 6 of�l TYPICAL ANCHORS METAL EQUAL LEG FRAME m4.V q . �SEESTRUCTURE 18Y FOR SPACING w WOOD BU.LK I v v TYPICAL ANCHORS SEE ELEV. m -------------------- ------------------- FOR SPACING o a I'MAA-DADE COUNTY APPROVED I j Z y 3 a ''S• EDGE DIST:' G y•- i.. z I MULLION k MUWON ANCHORS I O n i a OCE p II SEE SEPARATE NOA II Y " EGG DIST. t Y '^ I EDGE I Zj n Ps I I DIST.y �. ...... �1 II C,.I� U a H 00 TYPICAL ANCHORS TYPICAL ANCHORS O a o D SEE ELEV. SEE ELEV. Q d ry K d3 FOR SPACING FOR SPACING N N n ' Q�z = 6 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY s INTO WOOD, CONCRETE OR METAL STRUCTURES Q W TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 SEE ELEV. FOR SPACING 2 3/8'MIN. z m 1/4'MAX. BUCK MOTH SHIMS U 1 � C • z E1 ��, � � " 2-3/8'MIN. pD w • • • • v••• ___ __ _ �• D :••••: J � • V - � N N^ n 0 4 � •• •Q - O • i • ____�a i?i M I •••••• • a • Y ,��..II - n • W • WHEN USED THE MIN.WOOD BUCK 3 C Z • (~ w I7 DEPTH SHALL BE 2J6'.THE USE OF MA.M-OADE COUNTY p_ •• • • •• • y •• •• DEEPER OR BEVELED WOODBUCKS IS APPROVED MUWON _O • •'_`iY i x y PERMITTED. k MULLK)N ANCHORS U' p Q ••••• •• E6 SEE SEPARATE NOA U 0 • • 6600 • • • •• • _BUCK MOTH BUCK MOTH • • • •• • • •• ••• TYPICAL ANCHORS • • • • SEE ELEV.FOO SPACING _ __ E N y • F I 1 0��t� • • •• 1 • ' E7 II Ht I •• ••• 0000 • • I I •a a•W2 W1 2 W3 Z - PRODUCT REVISED A. - as comps indgewith the Fbrida 0592 , Building CC _ NDA No. 15-0929.13 i EDGE f)IST. � �• .• " ---.a a i- - Expiration Data 0912212020 '. _ L TYPICAL ANCHORS ATE OFdrawing 00. •.. TYPICAL AACHORS- .- o"-• - I SEE EIEV. BY FlOR10�`.:' \ 181' SEE ELEV. • FOR SPACING {aaY t t 2 W o-in; WOOD gUGC FOR SPACING .. MIamI- •Product Control YYYIl II11111T� sheet 7 Df 1 1 NC IU-USTRATNE DTLS.ONLY � �� FIN FRAME EXT.OR INT.FINISHES R SPACING NOT BY CGI o' i qp Z °�r HOUSE WRAP TYPICAL ANCHORS: SEE a".FOR SPACING a o NOT BY CGI YB SMS (Fu-74 KSI MIN.) fV INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O BACKOED 1-1/2" MIN. PENETRATION INTO WOOD CAULIONG u` E7 Q dOQ vl 0-at N �Zrn_o a J�m< o U _jh N O ril pw J • WOOD STRUCTURE 1/4'MAX. BUCK WIDTH 1/4'MAX. n • NOT BY CGI Gly -- GAP C • • •• O=No •••••• a 1/2'MIN. 1/2'MIN. • • o • O •�y•• x R 3�M� .• 'm E2 3 C, • 94 o� • • + • ••• •• • • BAUU(IN 0 • • CAULKING � n •• ••• . o u E7 _o • 1 _.._._SCREENS OPG m a a •• M9 E6 i HOUSE WRAP •• v m 1 NOT BY CGI n n W+ EXTERIOR `m E+ i yoSoa dg + saoo� O 2 i WJ o�'o Wru B2 Ez AAiiinulu//, o v NBACKSED om' a . PRODUCT REVISED HOUSE WRAP �S no complgla with the Florida - 2 B NOT BY CGI 3 building Coda NOMNo. 15-0929.13 - - EKPirstlon Date 09122/2020 Q-t• S OF ?•!{/� drawing no. AL ANCHORS By 14AY 1 1 20 ,'�Sd`F<�R,�': •�; W t o—i s FOR SPACING Miamratte Product trontral ///INA11i�� sheet 8 of 11 ` 1 (� a ITER PART/ QTANTITY DESCRIPTION HATERW. HAND./SUPPUER/REMARXS 4 V 1� o E1 CCI-100 - MiME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER of E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER Z E3 CGI-102 - FRAME HEAD 6063-18 CGI EXTRUDER E4 CCI-103 - MEEfINC RAIL 6083-T6 CGI EXTRUDER H ES CGI-104 - LOCK PAIL 6063-T6 CGI EXTRUDER f N a 6063-T6 CGI EXTRUDER c.OS...o E6 CGI-105 - HANDLE RAIL cv E7 CGI-106 - SASH RAIL 6063-T6 CCI EXTRUDER I N c E8 CCI-107 - 5/16'GLAZING DEAD 60fi3-TS CCI EXTRUDER 0:p w E9 CCI-108 - 0.700'GLAZING BEAD 6063-i5 CCI EXTRUDER Q�j Maj V--El CCI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER V p EII CGI-110 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER 0¢ Q E12 CGI-135 - IF FRAME JAMB O FIXED CLASS 6063-i6 CGI EXTRUDER O d ti E73 CCI-136 - IF FRAME HEAD 6063-T6 CGI EXTRUDER N $FI El4 CGI-139 - IF FRAME JAMB 6063-T6 CGI EXTRUDER Q m N E15 CGI-140 1'MUNTIN 6063-T5 CCI EXTRUDER J v O f L° E16 CCI-141 - 2.5'MULLION 6063-T6 CGI EXTRUDER g E17 CCI-605 - SCREEN FRAME 6063-TS CGI EXTRUDER Q W W F E18 CCI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER O E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER 3 N E20 CCI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER , E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER d p E22 CGI-138 - IF FRAME SILL 6063-T6 CGI EXTRUDER vj E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER o to n PVC M1 103 2V - GLAZING BULB VINYL(OUROMETER 75-80 SHORE A) - • j.12 !jGl-11L• • •• SCREW COVER(OPTIONAL) PVC - ••• eM3 CCI-112 3'O *NCI�RS • EQUAL LEG COVER/SHIM CI~'N o • M4 0.700'X 0.040'BEAD CE1200 SILICONE SILICONE GE VI n ••• GM5 W. 0.700'X 0.040'BEM DOW 995 SILICONE OOW R 0NMA • SILICONE OOW d Z J o M6 - 0.700'X DOW 899 1...,� •• M7 - 2/LITE SETTING BLOCK EPDM DUROMETER 8035 SHORE A pO v e•• 8 _ - PROTECTO WRAP WATERPROOFING OR EQUN. - - •• 0•1.19 •684 • ***So* ROLLER TRACK PVC • MID CCI-128 2 PER ROLLER HOUSING NYLON - O •• M11 VW32016G • • PILE WITH CENTER FIN WOOL ULTRAFA13 OR EQUIV. • M12 CIP-129• 1 PER ft"• EGRESS LOCK ALUM. SULLIVAN ••• 13 CCI 31 2 PE4"Po•• HANDLE RAIL END CAP NYLON M&M • � N M14 391-N i PER SAN ANTILIFT BLACK NYLON M&M ••• 15 OP RETICULATED FOAM 30 PPI • PVC PROTOTYPE OR EQUN. • M16 COI-134• •- •• JAMB SPACER PRODUCT REVISED B • M17 A30730401-2 1 P CALL LOCK ZINC TRUTH OR EQUIV. ••• PVC PROTOTYPE as complying with the Florida S MIB rG1-132 2PER WD.2' SASH STOP Building Code a..... N19 CdF-RA• O FR.HEAD SCREW COVER PJC PROTOTYPE NOA-No. 15-0929.13 M20 CGI--125 2PER SASH SASH CMI(8/T S"NCF) NYLON M&M Eapiratlon Date 09/22/2020 _e M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUN a BY o 0 We Product Control S S 9 919 9 S2 - 2 OR 3 PER CORNER / 10 X 1 1/4'LC.PHL PH.SMS. ST/ST.ASSEMBLY SCREW S3 - 1 1/4'EMBED. /8% 1 1/2LC.PHIL PH.SMS.FIN ANCHOR SCREW - - - LYtlQ1 11111/7j S4 - 4 PER WO. /8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW S5 2 PER W0. /8 X 1'LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - `�� P,•• OENgF �i w •r S6 - /6 X 1/2'LG.FH.SMS. O CGI-133 &CAM LOCK - - Sg - 4 OM. RAIL 10 X 4'I.G.PHIL.PH.SMS. ST/ST.ASSEMBLY MEETING RAIL S9 2 PER ANTILIFt / 10 X 5/8'I.G.PHIL PH.SMS. ST/ST.ANTILIFT SCREW ��•', 3 TE OF !��: drow(ng no. 14AY 1 12 �•, °R10�' c';•� W 10-18 /7sSi��A�1��` sheet 9 of 11 " i r r �2.440� 2.440--1 2113 .0� .490-M .120 1.015 I- I-- T- o .70�5 - p ryp, .705 .050 7YP. Z -�R 3 1-L--t1F•�� 1.550 1.680 O b• 2.101f4p., 1.3ot 1.301 664 fis4 2.648 2.3481.601 .TMP 1.220 1.007 LL S n .050 Ee 5/16' GLAZING BEAD O .700" GLAZING BEAD ^ `�•• 065 1.795 a T R1.449 �'O1.368 .745 NAIL FIN ADAPTER 1.395 Na1. I.O75 1 EI3 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL rL 1 I 1-•1eo 2e3 d& y8 1.496 .050 J �' JT�"�� .080 I O a a O d {�1.41J 1.015 1� 1.015 I•� F1.788- mO N 1�i1 p I z� r.1.140 1.140-{ TYP. Z N;o 2264 1255 M3 FLUSH FRAME COVER M2 SCREW COVER J c7 € Q�irnF k t.o11 s 1.220 o 065 3.930 .065 � m 4.430 1YP, IYP. 1.043 O e 3.685 2.885 3.165 C n 2.865 E5 LOCK RAIL E19 SILL FILLER O 786 0 W • • • ••• • �05 .180 01N•�-2.440 • O N M n • • • c • E22 t•••• E2 ai O n a • O FlA1�E FRAME SILL O FLUSH FRAME SILL 1 Ot5 065 � d �3i_j •••• • •• •• •• • 'TYP �E2,310 --2.-V7 • �2.7J7 O FLANGE ADAPTOR 3 p=n ••• • •• - • • CoQ • • - 1.043 ••• • ••.065• •• • • 065 •YP.• • TYR O • • •• •j.61• E21 ALT. LOCK RAIL � •••• • 505 •• 3• 2,505 2.613 1.892 1 • •• • • 065 Nu b • IYP. o u 0000 • 1.0 • �J91 • .500 .991 2.195 `9 # ••1.37 2.737 1.015 (hyo'-rhu i z i E14 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) .611 1.043 vi . �S 8XX32 E6 HANDLE RAIL „o F1.025 ``\\\f 111111/// 2.505 .065 TIP. 2[Al' 5 TYP. ��`P� E '��i� •t PRODUCT REVISED 1.092 15 1.395 as compyin with th•FloridaBuilding Cod •ass NDA-No. 15-0929.131.000Expiration Date 09/2212020 �QATE OF •( � drOwing n0. .745 1.015 F- •• �Og1D�`:'U,\ \ _ Elz FLANGE FRAME JAMB (FIXED) Ei FLUSH FRAME JAMB (FIXED) O SASH RAIL Mia - de roduct on rol CRAY 1 7 20 i7sS,� A`7�\�� s1hNeetoO 1181 n � S2 010 10 R m D C y1 ya li I oOM o doos LL a W 6 FRAME TOP CORNER C n n N • VENT TOP/BOTTOM CORNERS - p0 w 52 U(j • • • • • D�N o f\ m ••• •• 0:000• • • � 3Ne%r� M M • • 0000•• 'Oc w • CZ�.n •• •• • • 0000•• • (7�Q J 0000• •• • 0000 • • • •• 0000 i 0000•• • • • 0000•• 0000•• •- •• • 0000•• • • • • • • 90 • •• p po€F€ • • • • 0000 • d� !1 0000•• • • 2S 0000 m g g o� c " 111//it, 11 FRAME BOTTOM CORNER `� J pN, '� n '� PRODUCT REVISED sa comp/ging with the Florida Building Cod• sa NDA-No. 15-0929.13 Expiration Date 0912212020 ��d'•.• OF ?.(y�: drowing no. a ��"'., oRtD�.•'c��.` W10-18 FIXED MTG, RAIL CORNER Miami-D Product ntrol 14AY 1 1 201 1111 ttttt sheet 11 of 11 r f � MIAMI-RADE . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.gov/economy CGI Windows&Doors 10100 NW 25"Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, 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 C dated 04/10/15, prepared by A]- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectioti'at T4 jdb:ite'at tle 1egJ(!st of the Building Official. This NOA revises NOA#140915.06 and corisi its ohis ga4e i evidence pages E-1 and E-2, as well as approval document mentioned above. •• 00* •• • • •• The submitted documentation was reviewed by Manuel Perez,P.E. . ... . ••• ... . • • NOA No. 15-0512.10 MfAMi•DADE COUNTY • •• • • • • • • • � � ... ..• • xEpiration Date: September 22,2020 r7112 (7 (� � Approval Date: August 06 2015 Page] • • ••• . . . • . . . . . . . .. •• . • . •• 0• CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03, titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont "Butacite"PVB interlayer,Duraseal0 and Super Spacer0 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 Spacer0 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 SpacerO insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per 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. .116 00: • • • •• (Submitted under NOANo.1.I-051V.X1, ;.. • .. ... .. . . . . Manuel PE;12.10.E. Product Controner NOA No. •• ;• ;•• ••• •.•E;Vf ation Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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. 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. ZT-0917S.d6= irisvel t .CGI Windows & Doors for their Series "Sentinel 110"Alumi'nVn 8 ig1e;I g Wjnd6V-L.M.I. approved on 02/05/15 and expiring on 09/22/20. • ••• • ••• ••• Manuel P.E. ' .' .' ' ` Product Contro Exa in .' :. ' •' : • ' : • . : NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 •.• •E-2. • • ••• • • • • • • • • • • • 53 1/8" 52 1/8" 52 1/8" 6.1 FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/16" 47 7/16" 47 7/16" Z m 3 !�— D.LO. (FIX. LITE)E) FALSE MUNTINS D.L (FlX. LITE) FALSE MUNTINS l DLO. (FIX. UTE) O _ 20 9/16'** (SURFACE FLIED) 20 9/16" (SURFACE APPLIED) 20 9/16" h W m Ila 6'MAX. MAX. 5 1/2"MAX. MAX ## OPTIONAL 5 1/2" MAX. MAX. 4`* I Q IL n 1� HEAD/SILL HEAD/SILL HEAD/SILL Al HEAD/SILL HEAD/SILL HEAD/SILL k%0 n Ov CORNERS CORNERS 6 CORNERS 7 O W , 4CL I SII II II it I� II II V 0 f7 u C o� o D1 O N m K m 7 5 II II m a 7 I to X li J__II J n F n a 0 o ti 7 a 4 li ii — 0 6 8B II I� f i o I M f n S2 S2I Jzryryaj O Q W f r i �, Z /� I l 11 4 x xx a n M I ----II II <Im n Z n , I II It �N n n J II li <m v N > II > o II II 3 II II • *.J.I C II Ll it C1 tl II ' C2 it II 0 II II �i 6 it i. 7 'o:9 o O L • . 4 • .. I 3 O W _ I • •..• • • • • m'�' `� FALSE MUNTINS j L)I j n N • • • • • •4=d)<1i ¢ 47 7/16" z (SURFACE APPUED) 47 7/16" N i ¢ 3 N m • O.L�Oi(VF•1d� 1O u D.LO. (VENT) u oPnmm, O.LO. (VENT) \ o 3_j ••..• • • • 50 1/4'• n 50 1/4' .1i'L. Z Ti pl` • • VENT WIDTH VENT WIDTH VENT WIDTH _o ••••• •• • •••• y OOa W� . • NAE:& FLA3LiFi AtAPTOR FRAME EQUAL LEG FRAME FIN FRAME l • • • • TYPICAL ELEVATION 0 •••9I�Rl1ES SENINEH 110 AtIR MINVM SINGLE HUNG WINDOW •bESIGN LOAD RATINGS 4bR THE SE•1NIjpE+AS TO BE AS PER jN .:.P�4W SHOWN Q%SIfET 2. • • f ** glg o�€ APPROVAL APPLRS.TO INGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN _ OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 9/16- rn z APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS `o_ • " THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS ` @. .. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT - o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Ejr..JAVAD AHMAD r r CML PRODL'CIREVISED l iv ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I 70592 %�-.plriaB wyh the FAxida EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 38 13vI;Umg Cock 1' Q o I Y ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Aca'.U-eNo�S'�Jr�2• E ration Date NOT PART OF THIS APPROVAL j o' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Dy' IVIim�Dawe, rcrduct C< � drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W10-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet 1 & 9 EQUAL ATPS WINDOWS UNEQUAL LITES WINDOWS U' ^ DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP ru, o FLANGE DIMS. BUCK DIMS. GLASS TYPES'A k'Al'CUSS TYPES'B'a'BL' FLANGE plus. BUCK DIMS. MAX.TOP UTE CLASS TYPES'�k'Al'CUSS TYPES'B'k'Bl' o WIDTH HIOOHT MOTH HEX:HT EXT.(+) 1M.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT wmDf HEIGHT 'A'DIM. EXT.(+) 1NT.(-) W.(+) 1NT.(-)19-1/8' 18-1/8' 75.0 75-0 80.0 85.0 53-1/8^ 76^ 52-1/8" I 75^ 36-1/4• 75.0 75.0 60.0 85.0 O26-1/2• 23-1/2" 73.0 75-0 80.0 85.0 49' 79" 45" 78• 39-1/4' 75.0 75.0 80.D 85.0 37' 28' 38' 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8^ 75.0 75.0 60.0 85.0 ��pp49' 48' 75.0 75.0 80.0 85.0 31' 30' 63-5/8• 75.0 75.0 80.0 85.0 < �.O O V 53-1/8' 32-1/8' 75.0 75.0 60.0 85.0 33" 85 32' 84' 60' 75.0 75.0 80.0 85.01 / 19-1/8' 16-1/8' 75.0 75.0 80.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.0 DSA a 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 43• 42' 45-1/4' 75.0 73.0 80.0 85.0 I O O d LL 1 37' 38-3/8' 36' 37-3/8' 75.0 75.0 80.0 85.0 3 �' v 49' 48' 75.0 75.0 80.0 85.0 0I= d O W O 53-1/8' 52-1/8' 75.0 73.0 80.0 85.0 WIDTH V IY,1'�2 c d Q Q e0{ 19-1/8' 18-1/8" 75.0 75.0 80.0 ffi.0 m lJzi O Q)- 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 �. OJ N 37" 50-5/8' 36• 49-5/8• 75.0 75.0 80.0 85.0 a W Z N O 49' b' 75.0 75.0 80.0 ffi.0 I Oto F 53-1/8" 52-1/8' 75.0 75.0 60.0 85.0 Z{y Q J 19-1/5' 18-1/8' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 amo 85.0 a O 37' W' 36' 62' 75.0 75.0 80.0 85.0 i \Z rC 49' 48' 75.0 75.0 80.0 85.0 53-1/8' S2-1/e' 75.0 75.0 80.0 85.0 H 19-1/8" 18-1/8' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37 =6* 36" 75' 75.0 75.0 80.0 85.0 n I • UNEQUAL LITES (ORIEL TYPE) 3 Of'l • •49" 52 • •40 • •-0.0 75.0 80.0 65.0 O W a Of • •• 1/8' -1/B' • 75.9 75.0 80.0 65-0 S LL • 1 -1/8' 0 IS-;/8' 75.0 75.0 80.0 85.0 • •••2Gr1/2' 257/2• 75-• 75.0 80.0 85.0 I I =N o -^ a • 37" 85 • 36 8lL •• 80.0 85.0 . • BUCK DIMS Y1�TYP. 3 N N7 m 46 45-1/2' 75.0 75.0 80.0 85.0 I I Q n • • • • • -7a wl •••• I (9�a •••• • • • • E7 FLANGE FRAME O • • I •••• FLANGE DIMS w • BUCK DIMS •••• EQUAL LEG FRAME ay BUCK DIMS EQUAL LITES " o �m -Er o FIN FRAME -ci- O En9r.JAVAD AHMAD PRODUCT REVISED II iii BUCK DIMS ' FlA E L 70592 m com,0iying rv:t1t die F'I6rida . 538 Ile1du1g CoCe AccepAtmm No 51 z 10 NOTE: un Dale QA213 ! r GLASS CAPACITIES ON THIS SHEET ARE FLANGE ADAPTOR FRAME7d s Z31:1mn. � drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION FLANGE DIMS r 1/11 0-03 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of g i 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS - .075"Interlayer 075' Interlcyer � / o Saflex CP With PET Coro Saflex CP With PET Core I 0 By 'Eastman Chemical Co' By 'Eastman Chemical Co.' Zn e OR OR G p Z 090" Interlayer .090" Interloyer p Saflex Cleor And Color Gloss Soflex Clear And Color Gloss Q f N a By'Eastman Chemical Co.' By 'Eastman Chemical Co.' a OR OR .090'Interlayer 4, K Interlayer Q M v Kuraray SentryGlcs ray SentryGlos a rt By'Kuroroy America, Inc.' OR uraray America, Inc.'OR p n .090' Interlayer Interlayer Kuroroy Butocite PVB ray Butocite PVEI By'Kuroroy Americo,Inc.' uraray America, Inc.' p el paQQ8 al 1/8"ANN.GLASS I /8"HEAT STREN'D CLASS Q dj al �.O G N rn SILICONE s SILICONE tQ o1 3 u a N W H_O GE 1200 GE 1200 (�0 M1 DOW CORNING 899 DOW CORNING 899 JJ DOW CORNING 995 DOW CORNING 995 wa;OW EBX AT 1/4 POINTS ON L1TE5 /4 POINTS ON LITESW M4 WIDER THAN 36" R THAN 36" • • •••••• G�T.XPE A GLASS TYPE 'B' 3 WO w ••••• 5/16" ERALL LRA.CLASS 5/16"OVERALL LAM.GLASS p� • • • • • (L.M.I & S.M.I.) N d v~ LL • •••• •—fir—• � =N o 1}B"ANN. dLASS 1/8' HEAT STREN'D GLASS to t0 n 'Interlayer 075"Interlayer o O M • n • ••• •• •• ••:�Jl�ex CP With PET Core Saflex CP With PET Core Z Z •••• • • ••••Bu Eastman Chemical Co.' By 'Eastman Chemical Co.' Qj o • • T2 Z 3 60660 •• • •••.WO_Interloyer .090'Interlayer " • • • • Saf x Clear And Color Glass Saflex Clear And Color Glass N I o • • • •• •••So Eastman Chemical Co.' By'Eastman Chemical Co.' • •••• � OR OR w • • •NR SPACE •1••.ti9i" Interlayer 1/4"AIR SPACE .090"Interlayer w U I• Kuroroy SentryGlas Kuraray SentryGlos rn • •••• •• • •••B4XAT •Kuroroy America, Inc' OR By'Kuraray America, Inc.' OR O 1/8j ANN•G0" Interlayer .090'Interlayer ' • • • roray Butacite PVB 1/8"HEAT STREN'D CLASS Kuraray Butocite PVB •Kuraray America, Inc.' By 'Kuramy America, Inc.' c1/8'ANN. GLASS a: —1/8'HEAT STREN'D GLASSSILICONE 'm SILICONEGE 1200E I GE 1200DOW CORNING 899 '^ DOW CORNING 899 DOW CORNING 995 M1j DOW CORNING 995XL EDGE SPACER XL EDGE SPACERST. STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL'OR OR DURASEAL BY'QUANEX' CWRASEAL BY'QUANEX' OR ORSUPER SPACER BY'QUANEX' F9 SUPER SPACER BY'OUANEX' Ergr.JAVAD AHMAOI. PRODUCTREVISED1/4 POINTS ALL SIZES X M4 AT 1/4 POINTS ALL SIZES FIA.PV/71592 escplyirg'"theFloride W d. C. .3538 �cceplmiceoN. GIASS TYPE 'Al' GLASS TYPE 'Bl' pi.tio.u3te �D7D o 0.70"OVERALL INSUL LAM.GLASS 0.70"OVERALL INSUL LAM.CLASS a By (L.M.I ONLY) ) I t M15 lP1 DadeProSst drawing no. W10-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '81' MUST BE TEMPERED. sheet 3 of 9 SEEELEV. Ia FLANGE & FLANGE ADAPTOR FRAME Mira i 11 1By \ FOR SPACING WOOD BUCK j METAL o STRUCTURE \ .It _ Y m 3 d e .d EDGE.�DIST. TYPICAL ANCHORS W Z <Q ' m F_________________ p FF a +. d s [SEE ELEV. FOR SPACING o u I r - t 2 < I MIAMI-DARE COUNTY APPROVED . t^ Do � E - I MULLION & MULLK)N ANCHORS I Q f tv :. EDGE DIST. o t DIST. 1 SEE SEPARATE NOA i i 0:O g 1v In I I EDGE DIST. ; d W j LT" w o li is 2 a O dQ� .oi ISS \ �EYPICAL ANCHORS TYPICAL ANCHORS p-a r- SEEFOR SPACING FOR ELEV. SPACING ¢f•OJ ry W y LL b {�2N- a �o Z mq Q W Q W d F r i z a/r a MIN' WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I- SWEEP LOCK 2 3/8"MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING j OPTIONAL N •• E8 EGRESS LOCK 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI Of • • •••• AT SILL w� " DIA. ULTRACON BY 'TECO' (Fu=177 KSI,Fy=155 KSI3 O W ••• • �I I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i ••• 1-1/2" MIN. PENETRATION INTO WOOD � 3 . .... a . ] N $i -� ----- 04 - t THRU 1BY BUCKS INTO CONIC. OR MASONRY < N • O • E4 ' WHEN USED THE MIN. WOOD BUCK 1_1/4" MIN. EMBED INTO CONIC. OR MASONRY o p • • 000 per; •• •• f i DEPTH SHALL BE 2%". THE USE OF - O 3 N • • • !• DIRECTLY INTO CONIC. OR MASONRY - I , DEEPER OR BEVELED WOODBUCKS IS i Z z N •••• • • •• I PERMITTED. 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 3 c> • • 0000 •• • • •• :� w Q W • • • i• e t N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) V` U o� C7"- • • • •• i • •• =I INTO METAL STRUCTURES w ••• • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) �1 = ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) 0 • •••• •• • • •• IIS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • 0 • 0 •• E+ •• ce 4 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • 0000 0000 Z • 0 i • • i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 aY 0000 (NO SHIM SPACE) �d S4 1 TYPICAL EDGE DISTANCE °1 2 INTO CONCRETE AND MASONRY = 2" MIN. 1 E6 INTO WOOD STRUCTURE = 1" MIN. i INTO METAL STRUCTURE = 3/4" MIN. o o g o M9 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o o< m c 2 , CONCRETE AT HEAD, STILL OR JAMBS f'c = 3000 PSI MIN. O t MC-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. I b ..F ), a &gr.JAVAD AHMAD PRODLICT REVISED n e 1 de CL ac mmplvirig with the Fkxw. i FLA.PE/70592 B.ildneg Code < A < t CAN 3538A=pLw NolO .. 1 yI a.. . < • irazioo Dat 'dy"�0 a v u z Ij 8 I TYPICAL AN By SEE ELEV. S/ Miami mie Produc[C drawing no. t TYPICAL ANCHORS \TI/ FOR SPACING 1��4, SEE ELEV. w 3 1BY FOR SPACING �W1 O—O WOOD BUCK sheet 4 of g I i e� T � 1/4•MAX. BUCK WIDTH 1/4-MAX. FLANGE & FLANGE ADAPTOR FRAME �} o SHIM SHIMS d1 1 Z 3 TYPICAL ANCHORS I TYPICAL ANCHORS O_ SEE may. FOR SPACING SB 1.s5/ SEE ELEV. W a a 1 Y F W m FOR SPACING 1 FLANGE ADAPTOR FRAME o g' o OWIL Q;O LL — O ti METAL STRUCTURE N 1 1/4' V Q " o . \ a 0 Oa N— Z R m •p a A W;LL b 1 1 BY O L LLQZ N f EXTERIOR ol WOOD BUCKS D.L OPG_ I N O N 1/4"MAX. BUCK WIDTH 1/4'MAX. a II I a SHIMS SHIMS F I N t •• • TPIr,AL CH • • • ! W o Ori '.'. SEE ANEA I TYPICAL ANCHORS I 3 O w ••••• • • • SEE j I 0� r SPAC • OR SPACING a v - • • /j�FOR SPACING 1 of 1 V) LL ••• .� J i I I q; 0 on • •••••• •••�� I•••••• , WSDUW•••• C B JZZ i Z�ZO ggn ••••• CTU N U p¢ • w�. E2 U�f ••••• 18Y � ai w� WOOI,BUCKS ! •••••• la N ••••• •••• • • MIAMI-DADE COUNTY o 3 • • APPROVED MULLION >d o b, •••• k MUWON ANCHORS 1/2'TYR -a SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH m 4 INTALLATION DETAILS SHOWN ON PAGES 4 '7 ' AND 5 APPLY TO BOTH FLANGE FRAME AND Iri ' --- FLANGE ADAPTOR FRAMES. I 0 o m uo. m I I ` En9r.JAVAD AHMAD PRODUCT REVISED eV I 1 CIVILas coplymg wi m th dw Ronda ` I 1 FLA PE 70.592 CAN 53g1 Building Codc o I Acceptance 0. b' L __J 1 E3 $ Y t 1 Myiae'Dads Product drawing no. /14 X 1•FH.SMS. Zt1i5 W10-03 sheet $ of y 4 t 1 r TYPICAL SEE ANCHORS METAL EQUAL LEG FRAME 4.V 1BY FOR SPACING \`STRUCTURE Y WOOD BUCK ` TYPICAL ANCHORS r____________________-I o m Ir___________________TI m 3 e. • ' 'E 'EDCFe DIST. / SEE ELEV. p o I I I MIAMI-DADS COUNTY APPROVED FOR SPACING EDGE m I MULLION & MULLION AN I Q F W .'�y E 0157. 3 , 'N I SEE SEPARATE NOA N f W .. IIII Q F N 0 - EDGE DIST. I I �O � O T0 A CLc A� �I O� a LL I I m D m 'TYPICAL ANCHORS TYPICAL ANCHORS a z m 8 M2 SEE ELEV. SEE ELEV. Q IL¢.0t .I I FOR SPACING FOR SPACING 0 r SS G: TYPICAL ANCHORS ••O N 1 MIAMI-RADE COUNTYSEE ELEV C APPROVED MULLION FOR SPACING Q W u;i LL e I I I M9 & MULLION ANCHORS LL SIE SEPARATE NOA Jom¢_ 3 of 1/a" MAX. BUCK WIDTH BUCK WIDTH BUCK MOTH J SHIMS D10 N 1 I a ' IIF_ I ! SWEEP LOCK 1 1/4'0 OPTIONAL TO •• E8 1 EGRESS LOCK • • II AT SILL ,30 0 • • ••• II 1 _ I I 3!0 W • • - ___ _ I I _ _ _ y Incq LL ' N Q•••• C ^ F5 M3� ___ _ _ _ q; • W I (7 tj L _ • 0 •E4 • = p 0NM I O �••••a •• •• �! W' a - - 03� n W • • • o J14 X1"FH.SMS. Z Z L' I •••••F • • i • m v E3 EB • z 3 O -n •••••W •• • • • i; _ oma.. 0 0 C3 • • • '• I I i W Cao< , N W EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY ••••• •• • j o•• • I II INTO WOOD, CONCRETE OR METAL STRUCTURES • • • • • • •• a• • '� ! WITHOUT THE NEED OF A WOOD BUCK. c • p• 1 I A BS9 ••••• •••• W • ` Q • • o W I 1 R 777 •••• � 2 3/8"MIN. 7 S4 2 I 2 3/8"MIN. " e i. o 8 TYPICAL ANCHORS SEE FOR SPACING S o d ING o cls mol I E2 , I Engr.JA�LAHMAD PRODUCT REVISED -----``\ FLA.PE 70592 complying with the F!arida 0 WHEN USED THE MIN. WOOD BUCK gq Bvitd ng N - 12.10 Acceetat eNo� I I-.if io Date - DEPTH SHALL BE 2%". THE USE OF 3 EDGE DI • ' lY'PICAL DEEPER OR BEVELED WOODBUCKS IS AriCHDlts By SFE ELEV. PERMITTED. Mimmi4"ddrawing no. I '` W000 BUCK I FOR SPACING I 1�.. �Q�,T',� Wi 0-03 sheet 6 of g ILLUSTRATNE DTLS. ONLY SEE EL�PK ORS FIN FRAME EXT.OR INT. FINISHES 1 0 NOT BY CGI i I 1 1/2• n 0 9 a�I HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q;0 c cc) J n NOT BY CGI Q w SMS AZ L _ E7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C (GRADE 2 CRS) r LL __— BACKBED 1-1/2* MIN. PENETRATION INTO WOOD V H CAULKNJG Q/0 w m o I' I M2 0��QO S5 y�� m a W;LL I I LLwLiIt M9 f(yy�I �yy Q WaiF F o O � N I �IV b Ir I SWEEP LOCK 1 OPTIONAL TO V) •• E8 I EGRESS LOCKOf • • AT SILL o O • • • ••• j i3 OW •••••• WOOD STRUCTURE 1/4'MAX BUCK HEIGHT 1/4'MAX. s;C3 Er N • • {}9•J•••• 6 NOT BY CGI � GAP vi •••••• "--tt�� • • • a E4 �; 1/2'MIN. 1/2'MPI. I (n 0 n e • O • • wl 0 x I o O .:....a :96069 w � • I ;.� I I �� Zz�.. ••:••� • • L I• 3 0 •••••W •• • • •t i I N Uo • • • • • •• I t •�,, ..... _. J • • •• �••• = f I � CAULKING � 04 100 I ••1•• •••• Z • II. [2� o 0c; w n 1 I HOUSE WRAP I E6 NOT BY CGI f EB EXTERIOR o o M 9 M9 P D.L OPG. v( m o c 1 K. i CAULKING E2 Ergr:JAVAD AHMAD PRODUCT REVISED ' •� I CML as mmpiyi%widt the Florids M.PE/70592 Boldine Cade o. HOUSE WRAP CA Mom —p lVo r5.O$12•►O i .. S ';, NOT BY CGI 1 1/2 ' Exp1�Gan PDme _ $ j \ MtAQ11 s's rc—tl drawing no. I 1 �TmICAL ANCHORS 11_ ? ?fl15 W l a-03 i SEE ELEV. FOR SPACING sheet 7 of g I' 1 , ITER PART/ QUAN77TY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4 V E1 CGI-100 1 FRAME HEAD 6063-T6 - TI a E2 CGI-101 1 FRAME 541 6063-T6 0 E3 CGI-102 2 FRAME JAMB 6063-1`6 - Z E4 CGI-103 1 MEETING RAIL 6063-T6 I- 2 d' E5 CCI-104 1 LOCK RAIL 6063-T6 - w I E6 CCI-105 1 HANDLE RAL 6063-T6 - g 0 IV E7 CGI-106 2 SASH RAIL 6063-T6 - G E8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - CL E9 CCI-108 AS REOD. 0.700'GLAZING BEAD 6063-T5 - G a E10 CCI-109 AS REDD. FRONT FLANGE ADAPTOR 6063-T6 - 0 p Ell CCI-110 AS REDD. NAIL FIN ADAPTOR 6063-T5 - a j o0 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 r E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - Q; O n E14 CGI-137 I FLANGE FRAME SILL 6063-T6 - Q W 3 m LL Z N o E17 CCI-605 OPTIONAL SCREEN FRAME 6063-T5 - ��{mayy a j� Q W•if Ml CGI-382V AS REQO. GLAZING BULB VINYL(CUROMETER 75-80 SHORE A) PVC - iU � —� M2 CGI-111 OPTIONAL SCREW COVER PWC PROTOTYPE OR EQUN. M3 CGI-112 AS REDD. EQUAL LEG COVER/SHIN,3'LONG AT ANCHOR LOCATIONS PVC M4 - 2/LITE SETTING BLOCKS EPOM DUROMETER 80±5 SHORE A M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - B51 OR EQUIV. M10 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUN. � (n •• M11 W23201NC AS READ. PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUN. 1 0 • • • ••• • •• M12 CCI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 O w •••: • ••• • MIS CCI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M ? O h •••••• M14 E26018WN - D BULB-T SLOT PVC ULTRAFAS OR EQUIV. `,6=N • •••• • • j • • M15 CGI-133 4/WDW. SASH CUIDE(SPIRAL BALANCE) NYLON M&M N I-- M16 M16 CGI-130 2/WDW. SASH TOP CUIDE(SPIRAL BALANCE) NYLON M&M o I O N aM'1 r ••0••• •••••• •• •• M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. O$J o n M18 CCI-132 2/WDW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUIV. 0000• i • i••�•• • • M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M 0000• •• • 0000 _ w Q • • • • • M21 _ 2/WDW. B/T BALANCE TAKE OUT CLIP BSI OR EQUN. U' p— J U�� • • • •• **Go M22 148-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN w •••• • •••••• M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. w •••••• •• • •••••• S2 2 OR 3/CORNER / 10% 1 1/4"LG. PHL PH. SMS. ST/ST.ASSEMBLY SCREW O • • •• • •• S4 - 4/WOW. a 8 X 1/2'PH, SMS. ST/ST&MANCE BRACKET SCREW _ • • •••••• •••• ••• • SS - 2/WDW, A 8% 1"LG.FH.SMS. ST/ST. SPIRAL B.ASSEMBLY - - c • • S6 - 2/LOCK 6 X 1/2'LG. FH. SNS. O CGI-133 &CAM LOCK 0000 o I N V� C O O n 6 � o m O� mIU C O Engr.JAVAD AHMAD PRODUI-F REVISED CML as wmplVing wiah the Florida _q M PE afa 70592 yyyLd•„^,$Cqd: C. `5538 Acceptance No 1 "0 1 B aNion D.I. - BY O F 'sd,•>Qo PDQ drawing no. IU' fa W10-03! sheet 8 of 9 l 1IF 2.505 2.505-7 1 .063 {� � 1.550 1.745 .811 .811 �.5 �Hov 1.015 1.015 a A CC Et2 FLANGE FRAME HEAD e, FLUSH FRAME HEAD Eft NAIL FIN ADAPTER V G 1.583 p--1.583 1.007 1- c,0>m o 0 zw w 0 .745 g N 065 .065 TP. T'P. I .065 2.1113 {L Z tl f TP. � 1.368 3.675 3.175 3.175 I 1.015 Q W i 1.429 1.t29 1VENT TOP CORNER r--� �1 I � N 1.220 m LE .500 O I rn .500 E4 v 5 5 2.505 MEETING RAIL FRAME TOP CORNER W- • • -�•0•• • • 3 0 • •• • • ,,�•` 1.220{ 1 3 O Lu • E,a • FIANG ILl • `J FLUSH FRAME SILL ul •.500 1.301-^i ••• •• �1.�1� 1.043 0N� � • 1.788 • • • •• •• •• • .065 52 O r7 h • • • • •�• • --�Y ••• •� .065 . Z C> 0 T?. zi O o • 1.015 'n • • • ,.Ot•• • I E5 LOCK RAIL I w • • • ,.015 FRAME BOTTOM CORNER r:. . • •••• •• I • ••� • VENT BOTTOM CORNER I • r+�5 I �!.745 2.195 • • • k�-2.346 W "0 Eta FLANGE• JliMB ES FLUSHFRAME JAMB I 0 1.892 RI -490 .120 u I� 1.043ryp Ti .705 050 T'P. .705 ,Ogp Typ. �- .864 +I .864 I E6 HAND RAIL REo. m E6 5/16" GLAZING BEAD E .700' GLAZING BEAD I t Erg,.. AVAD AHAAD aPBRy OliDUC:.ToREVISED eE VISED1449 .745 50 FIA PE 1.4 - _180 306592 -piyingwithIhr FWde1.395i 180 293 -T Ecpn7040 U .o6o ,.o2s .550 .oso "D- .050 06 obs oo' •.°�t, S a5 1-1 Ej 15 DadeProdu I drawing no. M3 ,9 ft?n; W10-03 O FLUSH FRAME COVER SCREW COVER e7 SASH RAIL E10 FLANGE ADAPTOR sheet g of g 1