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WS-17-1498 Permit NO WS-6-1I"�� Miami Shores Village N Pte1F 7� �nt�OVl/S/ 1u +6tS 10050 N.E.2nd Avenue NW R�.� Cfassfflti�tror� WirldoWi'Ci6or Replacem Miami Shores,FL 33138-0000 PO r :APPROVED Phone: (305)795-2204 OR Expiration: l 03/2017 . lute 2017 r16t2017 Project Address Parcel Number Applicant 160 NW 92 Street 1131010000210 CHARLES HAISCH Miami Shores, FL Block: Lot: Owner Information Address Phone Cell CHARLES HAISCH 160 NW 92 ST 305-788-0416 Miami Shores FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 17,711.00 PRESTIGE WINDOWS&DOORS (305)820-5999 h Total Sq Feet: 0 Type of Work:REPLACE(10)WINDOWS&(2)DOORS TO Available Inspections: No of Openings: 12 Inspection Type: Additional Info:REPLACE(10)WINDOWS&(2)DOORS TO Window Door Attachment Classification:Residential Final Scanning:6 Review Bu��] ilding Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 DBPR Fee Invoice# WS-6-17-64227 $3.30 06/06/2017 Check#:1950 $223.40 $50.00 DCA Fee $3.30 Education Surcharge $3.60 06/06/2017 Check#: 1935 $50.00 $0.00 Permit Fee $220.00 Scanning Fee $18.00 Technology Fee $14.40 Total: $273.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu sponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P UM ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNEfDnzeignYtu'?6` I ify t at all t e for going in rmation is accurate and that all work will be done in compliance with all applicable laws regulating construu e o ,I thori a the abov -named contractor to do the work stated. June 06, 2017 :Owner / A plicant / Contractor / Agent Date Building Department Copy June 06,2017 1 c Miami Shores Village - Building Department (JUN 2°17 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 %h FBC 20 It BUILDING Permit No. S 11 — Mg PERMIT APPLICATION Master Permit No. Permit Type: BUILDING - ROOFING 1 V "! l_ JOB ADDRESS: 1(oO W - - City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: [ 1 " 310 ®®® 21 Q Is the Building Historkmily Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):C 1 1-1 f S GU SL� +' S n Address: 40 1 'eK..(C.•�6 m City:l szs?�,� 6CLb '� State: Zip: T TenantlLessee Name: Phone#: Email: CONTRACTOR:Company Name: Pres�-� W l;dOWJ 4- bCbrS Phone#. Address: 55W N LL) /(A / S4 / City:!/I I Q rn i 6-0 r'Gx-,-,5 State: GL 0 Qualifier Name: .r 1 S 1 1)n n ✓i cz-z o Phone#: 9.�Lo �7 State Certification or Registration#: G6C> 12-5-t W?-i certificate of competency#: Contact Phone#:FADE 90"-0 Sri r'19 Email Address: I Sfi(1 e( ` P PST)C�Q.I�i/l cl r� DESIGNER:Architect(Engineer. -� Phone#: Valu#of,Wotk forWis Perms$ d t I &pnwe/Linear Footage of Work. � v `*o�Vfld& DAddrtrom =r I Iteration ❑ O New Repair/Replace ODemolition I vPWork,^. y Q1 _ �. 3 + doors + I M l�Gr COZOT thru lik: Submittal Fee$ Permit Fee$ IZO CCF$ 0 •bQ CO/CC$ ca Snning Fee$ Radon Fee$ S •3 O DBPR$ ?. .2;(�_Bon $ Notary$ & Tmining/Education Fee$ 3 (00 Technology Fee$ 4 -4o Double Fee$ � Structural Review$ TOTAL FEE NOW DUE$ . 4 0 Bonding Company's Name(if applicable) r Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature .Signature— Own (AWI04Con The foregoing instrument was acknowledged before me this 2- The foregoing instrument was acknowledged 1before me this 2 day of ,20 -by 4CU. �ULS, a h(Atk �zuu.4ay of ��e– 20 I�;by ISI�YIG SSV;�Z-zo who ispersonally known tome or who has produced who is M0 y *^mP^*who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sly ^ ', "'J XA�1 GRe0N91 Print: 6 Print: t' (Lp-'Yc ' #' ili6OA 11,2= M Commission cRvaraL vK:7ortta scnwzzo My g.' :.;r My :� M Commission My COMMISSION to FF918776 '•, EXPIRES September 15,2019 aon ssa•o,sa r Noe oom APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12t2012)(Revised 07n0W)(Revised 06✓10/2")(Reevised 3[15109) r Village Miami shores y ' sc Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 tORIDp' Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Ptff ifier er Si r Date Print Name OFFICE PROPERTY N .. VIV Summary Report Generated On:5/26/2017 Property Information Folio: 11-3101-000-0210 Property Address: 160 NW 92 ST F `I Miami Shores,FL 33150-2229 Owner CHARLES F HAISCH&W JEAN W '; r YANG 402 MADEIRA AVE Mallin Address Mailing MIAMI,FL 33134 PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE � - FAMILY: 1 UNIT " Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,299 Sq.Ft Living Area 1,600 Sq.Ft Adjusted Area 1,949 Sq.Ft Taxable Value Information Lot Size 16,900 Sq.Ft 2016 2015 2014 Year Built 11961 County Assessment Information Exemption Value $0 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $511,535 $232,502 $230,260 School Board Land Value $372,154 $274,450 $228,342 Exemption Value $0 $25,000 $25,000 Building Value $135,650 $135,650 $132,142 Taxable Value 1 $511,535 $257,502 $255,260 XF Value $3,731 $3,066 $3,066 City Market Value 1 $511,535 $413,166 $363,550 Exemption Value $0 $50,000 $50,000 Assessed Value 1 $511,535 $282,502 $280,260 Taxable Value 1 $511,535 $232,502 $230,260 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $0 $50,000 $50,000 Taxable Value $511,535 $232,502 $230,260 Save Our Homes Cap Assessment Reduction $130,664 $83,290 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 OR Note:Not all benefits area applicable to all Taxable Values i.e.County,School Previous pp � Sale Price Book- Qualification Description Board,City,Regional). Page 06/01/2005 $500,000 23559- Sales which are qualified Short Legal Description 3160 1 53 41 .38 AC 12/01/2002 $240,000 20897 Sales which are qualified N1/2 OF E100FT OF W388.6FT OF 1354 S1/2 OF SW1/4 OF NW1/4 OF SE1/4 20897- Sales which are disqualified as a result of LOT SIZE 100.000 X 169 12/01/2002 $0 1355 examination of the deed COC 23559-3160 06 2005 1 11/01/1998 $120,000 18826 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: f s/a�ata 55l}0.NW i6tst$treat Miami,T"L 33014 .: P: 0582!).5999 Sero 9 y a acnes j 8 fn xe s to Palm F.345.5T5.f567 RE 'V1t'INDOWS.&:DOORS:.; wRi susew;odoor.com LI04.Gi3C1.251087 W iN W :P-A:E 5 1 t.:; 6'W 1 N.D':0 9 7t C.O M Name, Jean Halsch Job At. Adder: 160 NW 92nd Street: C1h4.�p-;Miami Shores FL$3154 Tel: 305-788-0416 Alt.Tel: 9malt: �ieanyangttaisch@gmalt:c 6m net.by: WintlawlDoor Ret�lacement Contract Scope of Work.Inelud¢d Additional Work included: fq 11"Drp.pris1 etl whid load catq.tlatlons i •Obtain all necessary permits far work to be completed Standard tnstalllaWn 'Remove existing windows/doorsand remove debris from lo.Wte •Prepare existing openings to accommodate new windowi/doors "Adjust new.windows/doors after instWlittion •Pass all necessary Inspections to dose.out permit i Exclusions:Painting,windowsill repJsrcemen4 l lberglass dears are.unflnlshed no pafnflstafn Specifications:impact X _ Non impact Glass Colol6ee Wksht Frame Color White Window 8 GGI Door Brand: CGI&-Tnfh a7ru Screen:1t3 O charcoal i Fixed single.Hung C*dment ZPNL Hoft.itotier` Trenth!)eters/Oouble or 'Single Qty qty 1 LH RH X4 8 OX AI IA Lti RH qX SRdfitg.fisss Doors outer Description XO OX XX X)4O OXX OXXO 1 City 1�jPrimed.t3 Panel Door FW SEE ATTAIPHED '.._.!,'..;. ...R.:. .. A.DO... . 1 KH 11313113 Noto&/Spe dal Instructions Removing&.D1sDosingof Accgrdlon Shatters,No additional.charge._ --_- Subtotal for all Materials Credit terms arranged for balance due 17.711:00 Qpene ng approves ueaut apP1=U*n t4 bassoon anance Sales Tax INCLUDED company s terms&amcutions) Tonal Contract:Price17713.00 ® Credit Card(Auth.Form attached) Down Payment .856 0 th Cash / Check# Balance on Detiyery - -7,0&4.40 (there is a$eo tee for any unpaid/returned chetk *Balance.onComple#ion $ j.00 PLEASE READ BEFORE SINGING j 'flned Payment Cannot Be He.d Due.o Incorimp Pte warionky:iNork j "gr"t Co:, HOA ApRroval Req?: Yes./8. phone: BUYERS R1G14rTO CANCEL Ali work on the'above menifoned.pmperbr haralit wil ba.pertonned M:s timayr and processional mmmer Hoyer may'cencet thls_Agreamerlt by ptovitltng wrltlert nolrce by.U.4 Certrfled falai!,R91ian Receipt Requested io:Prasliga 1Mfngpws.Tnis canCaikiiioit Inas!be yxt1tan in englfsh,ttnd posImatkad belore midnight of the 3rd business day alter you sign Ws agreement For the purposes of this Agreement.a'8t>,dliass OW shall inciade Monday Iluouph Salorday.bul shall rtot,indude Sundays or any 1"WhoGdey on wh[ch the Pastel$erviro dues not deliver.R ttto dghi to cancel period ag*as,Iho senses coaftaq may not be cancollad try Iha.honteowaar a5-app}ioant The low amount of tho canbact may be wReeW by seller,aro it arty axnt action is needed the buys[wftl b$raspuiisbfa for arty costs&!cured Ib onianso ihis'agraetnsnt l IN wii iV*~5-,4.WHEItGO1~,the f'arhas ackgowledgo and ngrio to.iho lana!or tads Contrast mid,Iniandirtg to be kjutty bound horepy,haw hereunto set their hamL4 and xpis as n5-the dote beret»: Uaiy sarmc wiittvn in thi a'Conirncl and approved by Pmstige management will become part of this Coidrncl No venial ctiniaiittakia rrom ihesales aecsofu wRi be honored, i �✓ Joe.Muller 3/14/17 Ace Pied.PrIk Name' Data Company Rep=Print Name Date Joe.Muller Ac . Co Sufi e` mpan.Y RQp Si sere I JOB DESCRIPTION REPLACING 2 DOORS AND 10 WINDOWS TO 0/ IMPACT. ? 0000 • 099004 1. 6 Panel 2. Horizontal Roller 7 8 9 0 0 0• 0 Solid Door Window XOX 0 0 0 0 • 38"x80" 111"x63" ••.i 0 00 ' 0o00% 80/80 60/60 BEDROOM 2 LIVING ROOMKITCHEN . 0 FBC#FL14986.2 NOA#15-0929.13 6 egress (back) •.. 0000 90999• 0000.. •0000 3. Horizontal Rolle 4. Horizontal Roller ;•� ..:9.• Window XO Window XO .0 .00... 74"x 38.375" 74"x 38.375" 5. BATH0 9 65/65 65/65 0 0 9 0 9.i 9 foe*:. NOA#15-0929.13 NOA#15-0929.13 '..• ' • . LIVING ROOM 000. 0' . •0000' 5. Horizontal Rolle 6. Horizontal Roller w •.0 • Window XO Window XO (front) MAIN ENTRY 0 37"x 26" 74"x 38.375" 9 65/65 65/65 2. 1. < 10 NOA#15-0929.13 NOA#15-0929.13 7. Horizontal Roller 8. Sliding Glass BEDROOM 1 BEDROOM 3 Window XO Door OXXO 4• egress egress 74"x 38.375" 144"x 79.5" 3. 12. 11. 65/65 60/60 NOA#15-0929.13 NOA#15-0619.06 9. Single Hung 10. Horizontal Roller Window Window XO • h 53.125"x 38.375" 74"x 38.375" WS g MIA I SHJEAN HAISCH 75/75 65/65 - U 160 NW NOA#15-0512.10 NOA#15-0929.13 SHORES, FL 33150 92 STREET 11. Horizontal Roller 12. Horizontal Roller r Window XO Window XO �=-+� d� z.._ 37"x 38.375" 4"x 38.37.5" Miami Shrr s Village 65/65 5/65 NOA#15-0512.10 OA#15-0929.13 APPROVED BY DATE . D OP ZGONINDEPT BLDG DEPT 0. C y7 J 0 2017 ' SUBJECT 08/17/2016-11:11 am RECEPTION VAProjects�_2014-MPSWDO Wind Charts\Reference\00-MPS14-400 Series C&C(Current)Jeff.dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE '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( Ft - _ Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO CT THE'WORST CASE'PRESSURES.'WORST CASE'IS Height 19 30 _� ,eight 10 15 20 25 30 35 40 45 5O DEFINED AS THE CRITICAL EO TTIOWOF UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COt>�11TRON$R_ FOR U IDH THESE TABLES. '-43.4 -42.4 -41.6 -41.1 -40.6 2I 3 .3 -53.6 -51.5 -50.0 -48.9 -07.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID OI�LI(- IYGS ROOF HEIGHT AS LIMITED ABOVE. 3 TABLES VALID F R ALL R - APPLICABLE REDUCTIONS FOR ROOF SLOPES -IS ft 1 +39.0 +38.2 37.7 +37.2 + ,8 0-15 k +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 Q LESS THAN 10°SH B RFO BY INEER AS A SITE SPECIFIC CONDITION. 16 ft .0 -43.0 -4T.-6 -41.1 7 ? 1.1 `8 `� 16 k -5q'4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BU L I _ (AVE E ROOF HEIGHT.IF THE MEAN ROOF HEIG +40.6 +39.5 +38.8 +38.2 +37,7 +3, 3 t3. 36.6 6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT 8E IDENTiFI D US PEAK R TGrT. •• S.ALWAYS ROUND - 1{EI b. E VALUE R CONSERVATIVE At. PIIOR. -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 - :3 "- -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRIB'TA$ Jf -4� E OPENING IN U O HEIGHT*WIDYTi Cit• 17ft 17ft Q 0000•• +41.1 +40.0 +39.3 +38,7 +38.2 +37.8 +37.4 ' 1" -+36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MU L -BY AN EFFECTIVE WID MAT NEED NOT B • -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE gg((tt BETWEEN STRU •• • 18 ft 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTUR/IL�I"!F THE +41.6 +40.5 +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 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRTO 0 SQUARE FEEI�HALL• •••s• 19 ft 45.7 44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESS VALUE.FOR LAGER •• +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +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 PUBLIS ALUE. a 0 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONFO_4��1 ACTERIOR(ZONA,JVJR f 0••0: 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 FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONAB N K%IS TO Bb • 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 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. ••• � 46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 X12.1 -57.6 -55.3 -53.7 -52.4%+41.4 +41.0. X50.6- -49.8 _-49.2 -48.6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE" lLIR D BY THE LOCAL• so-see 21 k 21 ft MUNICIPALITY 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 +39. +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ff�Tlpp((pp���DESIGNEM BY/� •••• -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 -5.0 - .3 :6 49,0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNILIPLVI PRIOR TO TpIY.E US . 22ft 22ft 00.00• •0•s• +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 ,8 � 39.2 +38.9 GENERAL NOTES: • • 0 • •o 23 k 47'5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 k -58.7 -56.4 -54.7 -5 .5 ?5 S - 8 ' O.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOeJABLE STRESS DESIGN • +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4.20.3 9 S +39.2 ME HODOLOGY'PER ASCE 7-10 SECTION 2.4.1 AND CHAPTFJ 30 PART 1 OR 3,U-j"Toc-48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -539 =52 - - :2 - .6 -50.0 CRITERIA AS OUTLINED HEREIN. •24ft 24ft i2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELCC��11yy))RC:'R•FHE WINDSPEED AND+44.2 +43.1 +42.2 +41.6 Ml.l +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 M1.6 --+40.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIALfACILITIErg Q%AS E 7SLY •0••25 ft 48'4 47.2 46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 k -59.7 -57.4 -55.7 -54.4 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THS IIAB S+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 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCp1=+/-0.18)FOTf WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR) 26 ft 48'8 47.6 -46.8 46.1 45.6 45.1 -44.7 -44.4 44.1 26 h -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE 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 h VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. M5.3 +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 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 47.5 46.8 -46.3 45.8 45.4 -45:7, -44.8 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED.HEREIN HALL'-BE DICTATED_AND VERIFIED BY THE GOVERNING 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 +4 A +4I. 2 -+40. 28 k +45.7 +44.5 M3.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMF D P OLDER. ARRANTY FOR APPLICABILITY OF TABLE 49.9 48.7 47.8 47.2 -46.6 -4 2I .1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER D if. f 29 ft29 k S.T11ISS PECIFFCA O IS E TR ANY PRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 +4 3 t41. � 1� +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. REF R TVJ!- RA YU MLTI'ED TEST CRLTERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 4.5 {4.7 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52A APPROVALS FOR DES GNYc-INET LLOpTION FORMATION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +4 6 +31.8 1 \` 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS B VE&�$Y 0 INACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL IMP RO YyTEM ORDINANCES. 32 ft -51.0 49.7 -48.8 -48.2 -47.6 4T �6. i g2 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54A -53.7 -53.1 7,NO CERTIFICATION- - RED F FT RITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 - �J._- 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PR VfDEb` EIN,NO ADDITIONAL CERTIFICATIONS OR 35 ft -51.9 -50.7 49.8 49.1 48.5 48.0 47.647.2 46.9 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=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 49.9 49A 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 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +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 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -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 45 ft 45 k a a FAHEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 M5.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF soft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 50 ft -69.1 -66A -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 � � HEIGHT +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 -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 -6F- -60.2 -59.5 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 I 5 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 TION (1 60k +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES ISO RIC FA O 3 REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o a O p INR ISSUE GSS TSB 03/05/12 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 2 O 1(}1 EXPRESS® _ 0 7c " REV 2014FBC DGM TSB 06/10/15 ` 1 p - Cr- ASCE rASCE 7-10 CHAPTER 30 COR-TE 0-CE: Z µ 11 M Ulm u z 1 m 160 SW 12th AVENUE, SUITE 106 m V 0z T li E DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 a _ MASTER PLAN SHEET m N g I cci THIS DOCUMENT Is THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z z ,�, Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 i CERT OF AUTH#9885 z - �s N N WRITTEN CONSENT OFENGINEERWGEXPRESS.ALTERATIONS, ASCE / 10 E:HELLO@ENGINEERINGE(PRESS.COM O m .�i ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT Z rERMRTEDAND wvauDATEOUR cERTFICAnoN. ENGINEERINGEXPRESS.COM MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA dt 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.miamidagL.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 jflfisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dada�ounly ProdllL'f control...... Section that this product or material fails to meet the requirements of the applicable 4W14pg code.s •• This product is approved as described herein, and has been designed to comply wi=tbp Florida Building . Code,including the High Velocity Hurricane Zone. 666666 66000: DESCRIPTION: Series"Sentinel 120"Aluminum horizontal Sliding Window�'1GM.I. •••• 6.:.. •s.6 APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel IN.'NAm. ftp Aiding""• Wdw. (L.M.I./S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I1 of 11, dated 0361Ui10 with revision "G'r dated 05/02/16,prepared by Al-Farooq Corporation, signed and scaled by Javad khmaJ,P. E, bowing thq.,,:: 666 Miami-Dade County Product Control Revision stamp with the Notice of Acceptance pltlnber ande6xlliratioi • date by the Miami-Dade County Product Control Section.• ••• : :" MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 00 LnuTATIONS: 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 in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages is-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI•DADE COUNTY NOA No.15-0929.13 Expiration Date: September 22,2020 71 Approval Date: May 19,2016 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s IO-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 Abmad,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 202-9.4 4) Large Missile Impact Test,per FBC,TAS 204.94: 5) Cyclic Wind Pressure Loading,per FBC,TAS•I03-94 '..' 6) Forced Entry Test,FBC 24113.2.1,TAS 2017-7,q ` • along with marked-up drawings and installation diagram or-&kpies Se4�tiIN 1D;0***: aluminum horizontal sliding window., prepared by Certified Test J aboral;1qs, Test': 0000 Report No. CTLA-3062W, dated 07/07/15, signed and sear 17y Rame%u C.:PatelO:•0. 66 000: : P.E. . . 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per F$C TASX2-94 •••• • 2) Large Missile Impact Test,per FBC,TAS 20194 ;• 000660 3) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6 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 wader 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 Spacert 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) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 l;-1 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-OSIZ05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Unifoim Static Air Pressure Test,Loading per FBC,TAS 202-94 sees 3) Water Resistance Test,per FBC,TAS 202-94 •• ••• 4) Small Missile Impact-Test,per FBC,TAS 270-1•-W sees •••;: 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 •••s *see** 6) Forced Entry Test,FBC 2411 3.2.1,TAS 26;M6 0 :••..: along with marked-up drawings and installation diagram *(4.4•series•R ..Seatinel� • . . aluminum horizontal sliding window, prepared by Hurricane.;'est.Laboratpry, LLCjssees:•0. Test Report No. HTL-0080-0102-10, dated 06/04/10, signed•arid sealed•by Tinu ••• s.. Abraham,P.E. see • (Submitted wader NOA No. 10-0510.12) s •••••. .. ... sees.. 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 "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. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-2 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman 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 04/08/159*sl;fled by Jaime Gascon,P. E., Section Supervisor. ••.• ; •••• 69686 4. Laboratory compliance letters for Test Reports No.'s C' 14-3056 VA ;dated •• 9.999 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056'WC,6dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Io esh C. P'at61;.P. E. :••• 9999 (Submitted under previous NOA No. 15-0512.05) 699668 �••� 00:0-- 9999. 5. Testing Proposal issued by the Product Control Section, dates•11/16/14,9gped by:6: Jaime Gascon,P. E.,Section Supervisor. : • .' (Submitted under previous NDA No. 15-0512.05) 00.0.. -.0-:0 6. Laboratory compliance letters for Test Report No. HTL-OW-(0102-1;0.,.issued ; Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by 6tinu 7. • Abraham,P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 It .TYPICAL ELEVATIONFLANGEI WIDTH BUCK1 WIDTH 4-,V 5 1/2' M r� 6' 5'MAX. IQ HEAD/SILL 5'MAX. in _. h TVP. m TYP. 1. y .� HEAD/SILL 5 b MTG.sT11E 71 Poe* SOLE \ $ ° 11 It11 it t��iL' E 11 F1. F E1 II F 8 II 6 6 / T II 6 H. 6 / pVVVrg W _ \tC3 p ro� N 7 m p � -_ II V m� �� � � __ !1 ___ II V ��p�gL• II �WOE �1 • tl 11 �� Il 11 II N O Xp 5 7 N � I VQ'1'1(M""'1'F FALSE MUNTWSFALSE MUNTWS REOD. ADDL Pt1CHOR REQO. (SURFACE UNTIN32 7/8' 32 7/B' ALL PANELS (SURFACE A nP ) 32 7/8' 32 7/8' AT CENTER OF ALL PANELS p0.4 OPG. O.L OPG. t PERAO.E D.L OPG. D.L.OPG. FIXED OR OPERABLE p lyj L' 3S 3/8' ABOVE 30'PANEL WIDTHS 36 3/8' ABOVE 30'PANEL WIDTHS d LU AT HEAD/SRL AT HEAD/SILL O VENT WIDTH VENT WIDTH C f/1 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME m N M 3 p M n 11a• z� Bucx WIDTH po 5 1/2- 13 5/16' O-1 MAX nos wE ILL S. HEAD Slu m SERIES SENTINEL 120 U e �sT6E $ ALUMINUM HORIZONTAL SLIDING WINDOW ♦ - o PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS l0 BE AS PER Doeoalplying with the Florida CHARTS SHOWN ON SHEETS 2 & 3. Building Cede NOA-No. 15-0928.13 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIOE COMBINATIONS EaPlratlon Date ogrAmo2o ' E2 ii F u F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY g o R e IgI 6 N 8 / APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Miam a e Product Control IN BETWEEN. ° z s !� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL $ Q o �I1' �� WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS xH ii INSULATING LAM. GLASS ri H 11 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE G e N LARGE MISSILE IMPACT a o S?B >� REQUIR �F THE 2014(5TH EDITION) FLORIDA BUILDING CODE m g 9 g 9 9 cT{ �b SMALL MISSILE IMPACT > R__ -' ii 6NCILDJII I C HRICJME ZOYE IjMiZ)•• Eo-- IN oa o u '''�,} y WOOD%UCKS BY OF 0%LWat•BE�N4OR=D AtOPERLY TO TRANSFER LOADS TO SWMCfIfRE• • • ••• •• `55111LT11 A� I •_ 8 ANCHOM SHA*.*AS IjS�ED.�SpACED•1LS tHOWN ON DETAILS. ANCHORS a EMBEDMENT TO BASE MATEWAL SHALL Bt BLKOAM dVALL DRESSING OR STUCCO. '=•{50� •'•., �� ♦ ♦ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVALFRSE MUNTWS 32 7/8' 32 7 8 A L IRIMON INCREMSE IS ABED IN DESK!OF ANCHORS INTO WOOD ONLY. (SURFACE APPLIED) /. . OPTIONAL D.L OPG. D.L OPO. ALIT SHIMS DO BE HIGY IN;ACt N�I-META4.IC1.ND•NO*-COMPRESSIBLE 1. ;*.Ml: I OF WW" drawing no. 36 3/8' 1•ATERvas!•jlrjLuolRlc BOr•Nol•uWrEO•To;W:/VjTAI:SCREWS.THAT MAY 1 1201 A� ftoRLOP:• e� • i4 VENT WIDTH tlOMi WTO•CONTACT 1dRIFr OTF�R eIS51MILAR M�YTERyLS•SHALL MEEr THE i S7•'•••••..• �� W�O"'�S FIN FRAME REQUIREMENTS OF 1H 2014 FLORIDA BUR.t►1M( CODE•&ADOPTED STANDARDS. rr/S�O�A� �S $heat 1 of 11 ••• • • • • ••• TYPICAL ELEVATION nr 11D• �V �' FIANCE WIDTH FIANCE WIDTH NAX. 5'MAX. MA%. 5•MAX. ^m m 3 HEAD/SILL HEAD SILL TYP �W}p O r A C STELE 1 AI WTC.STILE \-7§ ;: IS0Q�v U II 11 11 II �W l{Yv II 11 11 II 11 II A� F 11 II F E1 ii E II II F }[ 8 II 6 -46 11 11 6 6 II 6 II 11 6 �p�e~t �F II / 11 /• II / II / b � �� I( D '/ II � � � �C 1( 11 '� II_•- / 0 1a(1 K J II II II 11 �Z i' If u n u u II n B D 11 !1 N Bl II II N _ S 5 11 II 5 It 11 a ♦ U FALSE MUNTINS AWL ANCHOR REDD. FALSE MUNIINS ADDL ANCHOR REOD. pj n (SURFACE APPLIEDI 24 1/2• 49 5/6" AT CENTER OF ALL PANELS (SURFACE APPLIED)—/ APO. 49 6/6• AT CENTER OF ALL PANELS �• �1 OPTIONAL D.L OPC. D.L OPG. FOWD CH OPERABLE �O�• D.L. D.L.OPG. FD(ED OR OPERABLE I 17�i ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS p 2B• AT HEAD/SILL AT HEAD/541 VENT WIDTN VENT WIDTH C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 3c�M�i 110' C Z BUCK.WIDTH 5 1/213 5/16MAX. MAX ' O 3 J HFAD/SV_L 5 TM HEAD/SILL U s` r O A2 �` 1b17G STELE -_- � p 6 N U II II 11 E2 ii F ii ii 0 6 II II F W y W t W J00 000 II II _ II • • •• ' 11 II m • • • • • • • • • �C e -•• •• ••• • • ••• •• i \\L till ` PRODUCT REVISED 7� as eom l=x with the Florida , FALSE MUNDNS • ••• • • Building Code• (SURFACE APPLIED) 24 1/2' 49 51V • • • • • NOAA*J, a5-0929.13 i :i t D.L oPa. D.L oPc. •• • • • • • F:p�at1�I1 D• 9!22/2020 a • • • •• • • • • �® OF V• `. drewtng tro. VENT WIDTH ••• ;• ••• ••• By RdAY 1 2Q1 %. S••'••ORIDI'• •� � FIN FRA p1p act Centro It#fill'�° W10-18 iT n n itt\ sheet 1.1 of 11 •�• �• •: ••• •i• •• •• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF ��v (XO OR OX SIZES) (XO OR OX SIZES) 0 STD.MTC.8AI1. H.D.MTC.PAIL STD.MTC.DAH, H.D.MTG.RAM H.D.30156.TAU, m m 3 am T1PAs Sun TTPHS Mm TIM GIA68 TITER MASS 7YM 7' y FLANGE DIMS. BUCK DIMS. 'A'&'AC,VVI11' '8'& at, FLANGE DIMS. BUCK DIMS. 'A'&'AI','8'&'BI' '8'&181' 'r&'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) DIT.(-) FXr(+) INT.(-) WIDTH HEIGHT NADTH HEIGHT EXE(+) iNT.(-) OTT.(+) INT.(-) EXT.(+) MT.(-) 2 28-1/2- 25-1/2' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4° 65.0 55.0 80.0 90.0 65.0 65.0 O�u v 37' '28" 36' 25° 65.0 65.0 60.0 90.0 8-15/16 25° 7-15/16 25" 65.0 55.0 80.0 90.0 65.0 65.0 j1W f� 53-1/9" 52-1/8" 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 n!p C I� 74' 1' 1 65.0 55.0 50.0 90.0 55-3/4' 54-3/4' 65.0 65.0 1 80.0 00.0 65.0 65.0 0 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 15/16 35-3/8` 7-15/18 37-3/a' 65.0 65.0 80.0 00.0 65.0 65.0 V pHI p�I 3Y 36° 65.0 65.0 80.0 90.0 83-1/2" 82-1/27 65.0 65.0 BOA 90.0 65.0 65.0 9 38-3/8" 37-3/8' O 53-1/8° 52-t/6" 55.0 85.0 80.0 90.0 55-3/4' S4-3/4' 65.0 BSA 80.0 90.0 65.0 65.0 74' 73' 65.0 65.0 80.0 90.0 8-15/18 50-5/8° -15/16 49-5/6" - - - - 65.0 65.0 26-1/2' 25-1/2" 65.0 as.o 80.0 90.0 83-1/2- e2-1/2' - - - - 65.0 ss.o 3Y 50_5/8" 36" 49-5/8" 65.0 65.0 60.0 90.0 55-3/4' 54-3/4" 65.0 654 80.0 90.0 55.0 BSA Vt'Ka! 1 53-1/8' 52-1/8- 65.0 85.0 80.0 90.0 8-15/16 63" 7-15/16 62''••• - - - - 65.0 65.0 " 74' 73' 65.0 630 80.0 00.0 83-1/2° 82-1/2' - - - - 630 65.0 O 26-1/2" 25-1/2" 65.0 65.0 BOLO 90.0 37° 83" 36' 82" 630 630 80.0 90.0 53-1/8' 52-1/8- 65.0 s30 80.0 90.0 74- 73" 60.2 1802 80.0 1 90.0 (i Am) (2/3') N va oO ti ow 8 E (1/2W) C C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH o 04 m N 'XO OR OX' v OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH o- 'XO OR OX' v o m )at'TYP. BUCK DWS K'TYP. BUCK DIMS am DINS g qaQ 1 � 08 C�s 0 FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME u FLANGE DIMS FLANGE DNS FLANGE & FLANGE ADAPTOR FRAME g a o m a •• ••• r • EQUAL LEG FRAME eg : • • • • • • • • ��V O W Ir O • • •• • • • • • ttt 111IITT' • •• • • • ••• • \\t A� '�/ O ' FS E2 •• • • • • •• .• • \\\ � ....• �7I I PRODUCT REVISED T 8 u aomplyl�wlth the Florida Bul[ding Code 7!2 7• .:Yet= X '� � NOTE: • ••• • • NOA-Ko, W-0929.13 9 GLASS CAPACRIES ON.THIS-SHEET ARE• • • • = ; E4 E4 BASED ON ASTM E1600-014(3 WC.eg" • Explr@tlo:p&OF 1=2020 � TE OF EI AND FLORIDA SU11Uf11G COMMISSION • • B 'i OHS* '�%� W10 8 ,STD. MTG. RAIL, 1•I.D, MTG, RAIL, DECLARATORY STA ANT MA05-DEE.219 • 6n� a at control 4d�Y 1 1 2016 T 11tlttt shest 2 of 1 1 ••• • • • • ••• • DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY- PSF (XOX SIZES) {XOx SUM) o sTD.MM.BAIL N.D.BTG.BAU. BCD.BTG.BAD. Ha.BTIf.BAIL H.D.BTG.BAIL b OLM TYPES CUSS TYPES O m TYPES MM TYPES CLUB TYP88 ?• q 3 FLANGE DIMS. BUCK DIMS. 'A'eiAl',VM' 'B'&`BI' FLANGE DIMS. BUCK DIMS. 'A&'AI','B'&'B1' 'B'&191' le&'CI' h WIDTH HEIGHT WIDTH HEIGHT FM.(+) IM.(-) EXT.(+) MT.(-) WIDTH HEIGHT WIDTH HEIGHT EXY.(+) MT.(-) EXT4+) INT.(-) EXT4+) INT.(-) R 74' 73' 65.0 6510 60.0 90.0 74' 73' 65.0 65.0 Sao 90.0 65.0 6510 O U 106-1/4' 26' 105-1/4' 25' 65.0 65.0 BOA 90.0 106-11V 26' 105-1/4' 25' 65.0 65.0 Sao 90.0 6510 65.0 111' 110' 65.0 65A 80.0 90.0 111' 110' 65.0 65.0 80.0 9010 65.0 6510 C 74' 73' 86.0 65.0 80.0 90.0 74' 1. 65.0 65.0 80.0 90.0 65.0 65.0 4 106-1/4' 38-3/8' 105-i/4' 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/6' 105-1/4' 37-3/8' BSA BS.O 80.0 90.0 65.0 65A V Id av1 111' 110' 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 6510 65.0 Q' C 1� gggggg 74' 73" 65.0 65.0 80.0 90.0 74' 73' 65.0 85.0 80.0 90.0 65.0 85.0 106-1/4' 50-5/8' 105-1/4' 49-5/8' 55.0 65.0 80.0 90.0 106-1/4' 50-5/8' 105-1/4' 49-5/8' - - - - 6510 I VaQaQ jj 111' 110' 65.0 65.0 60.0 90.0 111' 110' - - - - 6510 74' 73' 65.0 6510 80.0 80.0 74' 73' 65.0 63.0 80.0 9010 65.0 106-1/4' 63' 105-1/4' 62' 61.6 61.6 80.0 90.0 106-1/4' 63' 105-1/4' 52' - - - - 6510 110' 6010 60.0 80.0 90.0 111' 110' - 65.0 O a c � (IM) (1131) (1/36) (1/4W7 (1/2Y+) (1/4W) q w x O N 0 3 N P m OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 M c Z�i 'X0)( 'XOX' �o 1¢'T1P. BUCK DIMSYF TYP. BUCK DIMS BOOK OBIS c �0 FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME l_ FUME DIMS _I FIANCE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAMEo006 o •• • •• • • • • • 1\\11 If PRODUCT REVISED - ae eomplyIng with the Florida NOTE: • ••• Buliding Code * q a GLASS CAPACITIES ON•THIS•SHEEI AR?. •• NO:N•. 1{9-0929.13 E4 E4 BASED ON ASTM Eladt-09•(3 EC-GufTs; • Expl�tlgD X020 �® OF draw ng no. AND FLORIDA BUILDING COl=141SSN •• • • • •• F [W10-18 torgO!.:' ��`` STD. MIG. RAIU, H.D. MTG. RAIL, DECLARATORY STA-PEMPNT DCA05-DEp4;h 9••• -0 a roduot on rol 14AY 1 1 201 �!�`S/ANAL `` sheet 2.1 of T 1 1111111\ fflIwM06• �• •• t 1 1 0•••i DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF (XO OR 0%SIZES) (KO OR 0%SIZES) o M.MTG.RAM H.D.MTG.RAD. STD.MTG.HAIL H.D.M.BAIL H.D.M.RAM Z �• ; GIM TYPffi MM MIS MM TIM 61656 TYPES ottss TYPB9 � BUCK DIMS. 'A'&'A1'.'8'&%V .8.&IV DUCK DIMS. 'A'&'A1'.'8'&'H1' 'B'&IV '0'&'CI' O W IHEIGHT EKTj+) I1T.(--) Et0•.(+) INrd-) wnn+ HEIGHT -(+) W.(-) Exr.(+) Drr.(-) EXT.(+) 65.0 654 80.0 BOA 54-J/4' 65.0 65.0 80.0 80.0 65A 654 1. 65.0 65.0 80.0 80.0 7-t5/18 25' 65.0 65.0 80.0 BOA 65.0 65A 65.0 65A 80.0 80.0 82-1/2' 65.0 65.0 BOA 80A 65.0 65.0 65.0 6.5.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 BOA 65.0 65.0 65.0 654 BOA 60.0 7-15/1 37-3/8' 65.0 65.0 80.0 BOA 65.0 65.0 65.0 65.0 BOA 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0OQo37-3/B' G 52-1/865.0 85.0 80.0 80.0 54•-3/4' 85.0 65.0 80A 80.0 65.0 65.0 cl 73' 1 65.0, 1 65.0 60.0 80.0 7-15/18 49-5/8' - - - - 65.0 65.0 25-1/2' 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65A LL Z _G6 36 49-5/8' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 t 181 C 52-1/8' 65.0 65.0 80.0 80.0 7-15/16 62' - - - BS.O 85.0 06210 73' 85.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 25-1/2' 65.0 65.0 80.0 80.0 36' 65.0 65.0 80.0 80.0 52-1/8' 62" 65.0 85.0 80.0 800 C 73' 60.2 60.2 80.0 1Bo.O Opw) (2/3Y.� G 0 ig 0 01�.. (1/2W) (1/ZW) 0 OPERATING VENTS TO BE 1/3 OF THE WINOOW WIDTH N C 'XO OR OX' `" M r0 n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH Z� �Ep 'XO OR Ox' BUCK DIMS a $ 09ills s FIN FRAME o g� pig Quad �.. ... .- . .. FIN FRAME s a s •• .. .'. . . ... '. •'' •• • • • •• .� 'P''apse`• � PRODUCT REVISED - ae complying with the Florida . ... Building CodaNOTE: GLASS CAPACITIES 014THe-SHEET ARE* r r r NOA!$o. a5-0929.13 & E4 kj:L BASED ON ASTM E1B00-0�(3 sEG5�:ST� • Oxp:aNan tae9t22t202D BTATEOF dmwing no: AND FLORIDA BUILID1N_G COMMISSION ! 0 0 e •• MAY 1 120 SMO.:Ga, W10-18 STD. MTG. RAIL: D. MTG. RAIL: DECLARATORY STA NT OCA05-Dfq 219 r mium a uctControl ����s/O is '7rrrr�A� ` 6h66t 3 of 11 see 0 ••• • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) 3CD,MIO.RAII. H.D.MIO.RAH. STD.MIG.RAII. H.D.MIG.RAH. N.D.MIG.RAIL _o m 3 GUSS TYM am TYPES GUM TYPIS OLM TYM GLASS TYM HOLE.DDGS. 'A'&'AI'.'8'&'81' V&'BI' BUCK DIMS. 'A'&'Al'.'B'&'BI' '8'&'81' 'C'&'CI' YBDTH HEIGHT EXT.(+) ENT.(-) EXr.(+) iNT.(-) H761H HEIGHT EKT.(+) MT.(-) EXr.(+) INT.(-) EXr.(+) INT.(-) da R ,gb 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 K V V 105-1/4' 25' 65.0 65.0 80.0 80A 105-1/4' 25' 65.0 65.0 80.0 80.0 65.0 65.0 �.)y 110' - 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 60.0 65.0 65.0U 5.0 fYi LL 73' 65.0 65.0 804 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 105-1/4" 37-3/B' 65.0 65.0 5" 80.0 105-1/4' 37-3/8' 654 65.0 80.0 10.0 65.0 65.0 p 110• 65.0 6" 80.0 80.0 110' 85.0 65.0 804 no 65.0 65.0 a y 73' 65.0 65.0 BOA 80.0 73' 65.0 65.0 80.0 80.0 854 65.0 4 0 105-1/4' 49-5/8 65.0 65.0 80.0 10.0 105-1/4' 49-5/8' - - - - 554 65.0 O I!g� 110' 65.0 65.0 80.0 60.0 110' - - - - 65.0 65.0 n 73' 85.0 65A 80.0 WA 73" 65A 65.0 BOA 80.0 65.0 65.0 20 j 105-1/4' 62' 61.8 61.8 10.0 80.0 1�-1/4' 62' - - - S&O 65.0 110' WA W.0 BOA 60.0 110' - - - - 65.0 -71 N C (1/3W) (1/3W) (1/4w) (1/21') ](1/411) 0 m o� R C cv 0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH .0 'XOX' XOX' z n 0 0 BUCK DIMS o FIN FRAME •• ••. . .. . . .. FIN FRAME 11 PRODUCT REVISED - 70582 d > as oomPlYi with the Florida H ndmH w. NOTE: e •a• ••• •• 4041k-N% . 15-0929.13 GLASS CAPACITIEG ON•THIS SHIAET•ARC • E4 E4 %M n to 08I27J2020 BASED ON AJT10! £1300-09(3 9EC. SUSiS)• �Wy � of � drawing no. AND FLORID IN �GMMIS 010 • • • • • i tDP,: �" ° T � t�4Y i t 20th ''......... �,,� woo-ts STD. MTG. RAIL: y,0_yITG. RAIL: DECLARATOR TEM DCAO DEC-219 ami-D a ro uatConroi Rry�i jjj111 sheet3.tof 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'ANN.GLASS 1/8'HEAT STREWD CUSS 075'Interloyer 075'Interlayer e`•j Saflex CP 17th PEr Core Saflex CP With PET Core o By'Eastman Chomical Co.' By'Eastman Chemical Co.' OR OR Y m 3 090"Interlayer 090'Interlayer 1/8'HEAT STRENO GLASS 0 e� J Soflex Clear And Color Gloss Saflex Clear And Color Glass 1� By'Eastman Chemical Co.' By'Eastman Chemical Co.' ; a OR OR 075'Interlayer d 090'Interloyer 090'Interlayer son"CP WDh PET Care SentryGlas SentryGlas By'Eastman Chemical Co.' By'Kvraray America.Inc. By'Kuromy America,Ina.' OR OR OR 090'Interlayer a D 090'interlayer ago-IMertoyer Sentryolas 1�Ll s1 Kurmoy Bulacite PVB Kummy ButocRe PVB By'Kurcray Americo,Inc.' By'Kuraray Americo,Ins.' By'Kuraray America.Ina O¢Z 1/8'ANN.CUSS 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS 9 4 Q A yR��C SILICONE SILICONE 00 SII1200 2E GE 1200 ONEGE ig DOW CORNING 899 DOW 12CORNING 899 g DOW CORNING 899 LL Z p'j Ml DOW CORNING 995 \ Ml DOW CORNING 995 \ Ml .; DOW CORNING 995 �J Z rD J ' ' a Iv rO�'L ij WSi O O O C 1 a EB a ES E8 ddd N M7 AT 1/4 POINTS ON UTES M7 AT 1/4 POINTS ON UTES M7 AT 1/4 POINTS ON LDTES ' �l ... WIDER THAN 36' ���ddd WIDER THAN 36' WIDER THAN 36' 0 t M GLASS TYPE 'A' GLASS TYPE 'B' GIAS3 TYPE 'C' w 5/16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.CLASS 5/16'NOMINAL LAM.GLASS �+ C �E (O00 Cl m 1/8'ANN.GLASS 1/8'HEAT STREN-0 CLASS 075'Interloyer 075'Inter{looyyer 3 at Sailer CP With PET Care Salle.CP r.t PET Care CrC�Z LJi. BR'Eastman Chemical Ca BBy .' By OR Chemical CoS 080'Interlayer 090'Interlayer 1/8'HEAT STREN'D GLASS Saflex Clear And Color Glass Sall-Clear And Calor pass U By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 OR OR 075'Interlayer 1/4'AIR SPACE 090'Intedayer 1/4'AIR SPACE 090'Interloyer 1/4"AIR SPACE Saflex CP With PET Core SentryGlas SenlryGlas - By'Eastman Chemical Co.' By'Kuremy Amerka,Inc.' By'Kurcray Americo,Inc.' St OR 1/8'ANN.GLASS OR OR G90'Interlayer 090'Interlow 1/8'HEAT STREWD CLASS 090'Interloyer 1/8"HEAT sIREN'D GLASS SentiyGlos Kur S gg Kvromy ButacIte PVB roray Bulodte PJB By'Kurcroy Americo,Inc.' I5 8 By'Kuraray Americo,Inc. By'Kuraray America,Ins.' 2015, m g @ g 1/8'ANN.CUSS 1/8'HEAT STREWD CLASS Ile HEAT STREWD GLASS PRODUCT REVISED c as cont 1 Tng with the Florida m LS Suitding Code 8 SILICONE SIICDNE SILICONE NOA-No. 15-0929.13 m GE 1200 GE 1200 m GE 1200 to DOW CORNING 898 DOW CORNING 899 g DOW CORNING 899 Expiration Date 09=2020 Nt DOW CORNING 995 Ml DOW CORNING 995 Mi DOW CORNING 995 P Bey O R •-�_y a •• ••• • • • S8$$8 XL EDGE SPACER XL EDGE SPACE* • • � • %L EDGE SPACER hllarrri- de Product on ro o u ST.STEEL BY'CARDINAL' ST.STEEL BY'BILRDINWL.' • • • • • ST. STEEL BY'CARDINAL' R OR a o 0 OR 7. ODURA'iEAI BY'DUANEDL' (ri OURASFAL BY'DUAN®(' •• • •d.• • • OURASEAL BY'OIDANIX' `\\\1�yyjppN'�JJ/J7 O O OR O OR •• ••• •• • • •• OR ��� .-•........ i L WEll SUPER SPACER BY'OUANEX' TW.. Eg SUPER SPACER BY'Dl1ANEX' I[[+K1; Eg SUPER SPACER BY'DUANE%' ��� lllddd i6 � WM7 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' G A TYP 'Bl' • • • • • •GLAaSatS•TtaY>iE Sol'• • • • •• •o • L li • • OP ? � drawing no. 0.70'OVERALL M6lIL.LAM.GLASS 0.70'OVERALL.INSUL.LAM.GLASS • • • • 70� •I lAd.RL.ASS . (S.M.I.) :.. :• D"'' ..• •.• ..• •.• tabT 1 ! 2D �,, C��.�` W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Al','87'k'Cl' MUST BE TEMPERED. rTlll Illil\ shoot 4 Of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "`P""L aNCHORsMMERTAL UCTURE FLANGE & FLANGE ADAPTOR FRAME 4"lu SEE ELEv. 10Y FOR SPACING WOOD DUCK TYPICAL ANCHORS b • �' SEE ELFT. 3 a e FOR SPACING F--------------- l Z JT. .EDGE 01ST.' s s c j f MIAMI-OADE COUNTY APPROVED I 0 q 'v EDGE DIST. a $ s MULLION dt MlA.UON ANCHORS \ \ 3 SEE SEPARATE NOA II \ Ii EDGE DIST. I AQ`7 v _O '' YY yyll I O L - gIL 0TYPICAL 8 L I STEK�ANCHORS E SPACING O� 19 8 i I FOR SPACING LL z�j r0 2 3/9'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE a \ 2-316W WPPLTYPICAL ANCHORS: SEE ELEV.FOR SPACING 2-3/8"WP PL . 1/4" DIA. ULTRACON BY 'ELCO' (Fu=m KSI.Fy=155 KSQ N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0w 1-1/2" MIN. PENETRATION INTO WOOD N THRU 113Y BUCKS INTO CONC. OR MASONRY d a0 .i 0 c {~q WHEN USED THE ION.WOOD 91= 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 F SHALL . +14 DEPTH SIWBE Or.THE USE OF DIRECTLY INTO CONC. OR MASONRY tz o ��+ DEEPER OR DEYELED WOOODUCKS IS (D W i m PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY s 0 4l n 9 i fA 014 SMS OR SELF DRIUJNG SCREWS (FU=74 KSI.Fy-50 KSI) o- ' INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") UGi W INTO METAL STRUCTURES 0 STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODUCT REVISED TYPICAL EDGE DISTANCE ae eompriing with the Florida INTO CONCRETE AND MASONRY = 2-1/2" MIN. IE " t I Building BCode T NOA-No. 15-0929.13 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ! TExpiration Date OW29J2020ms z " D WOOD AT HEAD,SILL OR JAMBS SO a 0.55 MIN.. Mtaml-0 P-roduct Control CONCRETE AT HEAD,SILL OR JAMBS fa= 3000 PSI MW. o m0 n m 0 -j9 Wt t I t C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm=2000 PSI MPI p d d dv7 i I •• ••• • • • • • •• 5888 ' iPEEtiftl: i i i : : g o v m O W3 O - B D '.w1 as/�` >C1-',1/ N��*.S�LOI•!�T 4-1/8" FROM EACH ;fauil�i,,,�,��,� . • •••END dW P IC•CC0'tN•• �` �....•;p�pyA i v W2 1/8' X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END = " a ;' W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END _ ° ••• • • • • ° ': 'e •� • • •• • • • •• • • ®'•. ATE OF drawing . TYPICAL ANCHORS -SEE _ >° a:. ,• i I TYPICAL A•YC•ORS •• • • • • • • ��� pgLpP,: ` `.WINO BUlay SEECK R SPACNG R SPACING• • •• • •• • 14AY I 1201 � �s �'���`` W10 �IIITIIP t� sheet 5 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME M.V 0 1/4-W BUCK WITH 1/4.Mo. � o SKIMS SHAMS TYPICAL ANCHORS %m4T WIDTH vENr VBoTH FLANGE ADAPTOR FRAME F FOR S ACE I C O O O 1/2.Tw. 6 (q *Ell 11/2 �ji O tlq I �4•• 0 G rn °• --SCREENS OPTIONAL -•_. .. .: - .._.. .._..-.._.._..-.._..-..C+LJ FwnDCTU RU R Z G1 O0 BUCKS XOX LAYOUT EXTERIOR rMCAL ANCHORS s.'. 01 OPG. SEE ELEV. � FOR SPACING - a MMI-OAOE COUNTY O1 APPROVED MULLION l) Mc MULLION ANCHORS A C SUCK WIDTHSEE SEPARATE NOA BUCK WIDTH �+ F ALTERNATE E3 5� O SWEEP LOCK 0 LU OPTIONAL TO y �- f- T SPRING LOCK C li it �In m --Ht 3:N M 0 --------------------------- P I 1 O —_ L J. F2 O TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING O gg r..l gg54 I/4� (TUCK VMDTH 1/4-�' o P P 9 SHIM I SHIMS _1 W vEaR MOTHc o t o TYPICAL ANCHORS 1 TYPICAL ANCHORS •g�$�� SEE ELEV, SEE ELEV. FOR SPACING t FOR SPACING v INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND G• •Q�• 4, 0ogoomS7 r •• • • •• FLANGE ADAPTOR'FRAMES. $$ $ _ - - _ I • • e• • • • • • n o w v _ • • • • LpLl�f lt •• ltl METAL ii i • • ••• •• 0 00 STRUCTURE LY -• • • • @s,• ••-•�i� i •T -SCIEEENS OPTIONAL ------• o i3 t — PRODUCT REVISED _ ; 2 as oompl 2 with the Florida - '• •• *BY •9ulldivg Coda Es • • %i - • eucNe YOAWN106 15-0929.13 EXTERIOR :• mDD D.L.OPG. • t • 'f.• •t v• • • ••W-piptlyn Da 99/2212920 ®' OP drawing no. XO LAYOUT •• • • • • 2— Mo-18 mlamt Product Control ggtA�LL�� sheet 6 of j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 0 • TYPICAL ANCHORS MAL s G SSTTRRUUCTURE EQUAL LEG FRAMEI BY FOR WOOD BUCK _. :. ••a.•: I .. •• TYPICAL ANCHORS '•.a' o 3a. a s•"' a.'`dr a i -------------------- ------------ AP-----TSEE 7-EV. ].4 FOR SPACING MIAMI-DARE COUNTY EDGE 06T: MULLION ANPCOIj7 1IlSEE SEPARATE NOA 3 m GIST. \ I I EDGE I I tt Ia ::. I DIST. rl 1 f ------' Lt_=________ \m TYPICAL ANCHORS 7-7 TYPICAL ANCHORS d C C SEE ELEV. SEE SPACELMING d{�y a 1 FOR SPACING FOR SPACING II �v EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES all TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE ET.EV. FOR:/ Z 3/5'MIN. a 1/4. BUCK WIDTH SHIMS 1 �I O n °•O. 2-3/B'MIN• p0 Lu t3 1 1/4' `1 J !iE _ \\\ O C4 o o GG o C3,ti ptn ( 0 1 a _____ .�1 NM n ar•1 WHEN USED THE MIN.WOOD 8=' g C Z m o _.._._.._.._.._.._.._.._.._...... DEWH SHALL BE 2%".THE USE OF MIAMI-DADE COUNTY 6F Ci y� DEEPER OR BEVELED WDODBUCKS IS APPROVED MULLION 3 O- A W PERmin0• F&MUILON ANCHORS t9 p E6 SEE SEPARATE NDA U :m a BUCK WWTH BUCK WIDTH TYPICAL ANCHORS SEE EUV.FOR SPACING �qg��q�� II I 1 � �zi8 W21/ i � � � � =0& WTooa� MJ — I o - .00. I -- g�aW.m •• �,• • • •.• • �tHuul H it B 1 • • • • • • • .�` �0`' PRODUCT REVISED as - ne comping with the Fbrtda = o OSfR• _ - o , > . ;- - .•a • ° d a Building oodde ROA Not 15-0928.13 r.- .o. - •p a <. •- • -• • • •-•-� f:T10E u15T. ' •' :• •:4 .d '�z' & .I - 7v� • • • •EK}IraYonslate 08!27!2020 . '� a• 4iDRs• • •• • MOF ,eT' — SEE TAAGHDRs d i•• I • iP •• • WOOD BUCK .FOR SPACING a �� Illlumt a roduct Control F ��flY ' I NI I I I H„ sheet 7 of�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M. RA INE°m'ONLY FTSEEYPI, � FIN FRAME roy.y 0 NOT OR INT.FINISHES FOR FAE NOT BY CGI i EI 1 1/2' HO c� T"ICAL ANCHORS; SEE ELEV.FOR SPACING a �ie CGI s SMS' (Fu=74 N9 o MIN.) y AZ I INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1%Q E3NC 1-1/2" MIN. PENETRATION INTO WOOD 8 CAULIO(I I, cy S I N U m 0 o NOGG STRUCTURE 1/4'IMO. 9ugC WIGSH 1% g C r i.. o NOT BY CGI CAP GAP o 11/zWN O 1 /2WN. o 91 R o MM 1 MOM CAUIMNG -••-•-scREols oPr. i, I W2 I N9 E6 ROUSE WRAP t NOT BY CGI wt , •• •P• • • • • E•CTEJRIOR o o$a a a PoaoW4 CAUU(INC ..a so • •• • • • • ••• • \\`�ti til 111 '' HOUSE WRAP PRODUCT REVISED 2 • •••' • • eompldng with the Florida _ �• NOT BY CGI C 1 1/2' g °a • • • • • • •� t tle <U • • • • • • •N i p 15-0928.13 �_ •• •• • •• • • • ffifIraQoa ate 09/22/2020 '(>'•, OF (gam draw rg no. T �Iron �tAY ••• • •• • •�y S•.!�toRt°n.:'��� W10-1811 FOR SPACING Mlurn ae a Frodt ontrol ��OPya,L �\\ piltlltltttt sheet B.of 11 • • • • • • • • • • • •• •• • • • •• of rm PART QUANTPL•Y DESCRIPTION MATRIM MAHE./ITOPPLTER/RPIIARXS 4 Y Et CCI-100 FRAME JAMS 0 FIXED CLASS 6083-T6 CGI EXTRUDER O E2 CGI-113 - FRAME SILL W53-T6 CGI EXTRUDER Br E3 CGI-102 - FRAME HEM 6063-TS CGI EXTRUDER O b E4 Cq-103 - MEETING FLAIL 6983-T6 CGI EXTRUDER F °j E'S L.11--los - LOCK RAIL 6063-T6 CGI EXTRUDER P ?i EB Cq-10S - HANDLE RAIL 8083-TB COI EXTRUDER E7 CGI-iO6 - SASH RAIL 6063-76 CGI DMUDER [�0, E8Cq-107 - S/I6'Cl/aN0 BFM 8063-75 CGI EXTRUDER ER Cq-108 - 0.700'GLAZING BEV 8083-TS C01 EXTRUDER 41 E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER Q Elf Cq-110 - NAIL FIN ADAPTOR 8063-76 CGI EXTRUDER E12 CCI-135 - TF FRAME JAMB 0 FIXED GLASS 6083-T6 CGI EXTRUDER E13 CGI-138 - V FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-t39 - TF FRAME JAM 6063-T6 CGI EXTRUDER a E15 CGI-140 - 1'MUNTW 6063-75 CGI EXTRUDER u' E16 CGI-141 - 7 MULLION 6063-TB CGI EXTRUDER 5 as £17 CGI-605 - SCREEN FRAME 6053-TS CGI EXTRUDER a w E18 Cq-114 - SILL SNAP IN 6063-TB C01 EXTRUDER E19 CGI-115 SILL FILLER 8083-176 CGI EXTRUDER r E20 CCI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 4001-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER — E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 00I-109 - FRONT FIANCE ADAPTOR 6063-T6 CGI EXTRUDER o O O MI CGI-382V - GLAZING BULB VDM(DUROMETER 75-80 SHORE A) PP - C� p M2 VC C01-111 - SCREW COVER(OPTIONAL) 4 M3 CGI-112 Y 0 ANCHORS EQUAL LEG COVER/SHIM PVC - 0=N o M4 - 0.700°X 0.040'BEAD GE1200 SILICONE SILICONE CE ;04 m MS 0.700'X 0.044r BEAD DOW 995 'STUCONE DOW ,^�"1 0 M^ MB - 0.700'X 0.040'BEAD DM 899 SILICONE DOW g C Z o M7 - 2/LITE SETTING BLOCK EPOM OUROMETER 8035 SHORE A fFL� r p R M8 - - PROTECTO WRAP WATERPROOFING OR MUM MSI 684 ROLLER TRACK PVC .moi C)O 3 C3—3� MID CCI-128 2 PER SASH ROLLER HOUSING NYLON - Mf1 W23201NC PIE WITH CENTER FW WOOL ULTRAFAB OR EQUN. M12 Cq-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13COI-131 2 PER SASH KANOLE RAIL END CAP NYLON M&M I•.I Mf4 391-N 1 PER SASH ANTUFT BLOCK NYLON M&M a gg�@jj MI5 OPTIONAL RETICULATED FOAM 30 PPI Mt6 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. R M17 A30730401-32 1 PER WD. CAM LOCK LNC TRUTH OR EOUN. PRODUCTREVISEDF M18 L12, 2 2PER WD.2' SASH STOP PVC PROTOTYPE BuildingFCotle lh the Fl•rtde Mt9 CGI-111 0 FR.HEAD SCREW COVER IWC PROTOTYPE NOA-No. 15--0929.13 • z a$$ M20 CGI­125 2PER SASH SASH CAM (6/T BALANCE) NYLON M&M Expiration Date 09/2212020 M22 - VARIES HI-FUD WEEP COVERS PVC AMESBURY OR EQUN .0 0 ffi o o • •i Miami Product Cantro a 13 S$ 9 S2 - 2 OR 3 PER CORNER 10 X 1 1/4'LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW •- -• • • • • • • • i g S3 - 1 1/4'EMBED. 8 X 1 1/2'W.PHL PH.SMS.FOR ANCHOR SCREW - - •• • . • • • S4 _ 4 PER WO. �8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW -• -• • • • • •• \\\\��11 1 jA7ij7 o L Sg 2 PER WD. IF 8 X 1'LG.FH.SMS. ST/ST.SPOW.B.ASSEMBLY !• •• • • • •• \ S8 - 1 6 X 1/2'LC.FH..SMS.®CCI-133 &CAM LOCK M.RAIL - - SB - 4. 10 X 4'LG.PHI_PH.SMS. ST/SI'.ASSEMBLY MEETING RAIL SSI 2 PER ANiTLIFT p 10 X S/B'I.G.PHL PH.SMS. ST/Si.ANTIUFT SCREW •- - • • '*) • • • • • • • • • • ��•• OP dng no. 900 •• •.• •.• ..• •e• MAY 1 120 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 2A40 2.440 2.113 A85 .490 .120 ti V 1A15 .705 .050 typ, .705 .050 TYP. 0 J T rFml 1.301 5 1.301 1.550 7.680 .864 .864 } 2.648 2 7.601 .P. 1.220 1.007L L L g •� O 5/16' GLAZING BEAD O .700'GLAZING BEAD O 065 1.395 yNt ,.155 1.155 IYP. a D G ,.449 1.015 'q,. .076 1.366 .745 E11 NAtI FIN ADAPTER 1.395 E13 FLANGE FRAME HEAD CO FLUSH FRAME HEAD E4 MEEONG RAIL ] ABO •293 a O 1.498 04 U15 1.015 1• 1.413 1.140 065 1.140 TYP. 2.264 1 2$B O FLUSH FRAME COYER O SCREW COVER tots 1.220 Q �+ 060 O TYP. N �5 3.930 06511 n 4.4Jt13.� ZB85 3.185 TP. 2.885 1.043 C O LOCK RAIL Eta SILL FILLER �j 7.788 g 0 w 1 450 180 2.440 2.440IF �{ 2.310 M R2 FLANGE FRAME Slti E2 FLUSH FRAME SILL I v u" LOIS 065 7.2211 c 2(y n TIP. -2.737 2.737 O FLANGE ADAPTOR T' " A85 085 O � �• Flt ALT. LOCK RAIL � 2.505 2.613 "05r 2.613 1.892 .065 TYR oR1Oy 1.000 .991 .500 .991 2195 a 3.237 2.737 1.015 E7 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) 11 1 IL .811 .61t 1.043 oa�oo'SI • ••• • • • • • •• H ga�� E6 HANDLE RAIL • • • • • i • • o u o u r o 1.029 • •• • • • • ••• •• `111111 t 1111! 7j/, o_ •• ••• •• • • • •• �.� gyp,®�t... e 2505 .065 TIP. 2505 .065 TP. Q':..•ENS . 7.Otb 1.015 t.395 PRODUCT REVISED as complying with the Florida = .745, • •• • • •Buildhb Gode 065 i i i l i i 0 -..* 115-0929.113 = $ a t.0oo • • • •• • • • *;"I ,tit;Date 09/2212020 ��••• 7E OF ! � drawing no. 1.745 1.245 1."15 • •• • • • • • • M - de Product ntrol UAY 1 1 20 .,,g'IS�"""''tea Ets FLANGE FRAME JAMB (FIXED) Ei FLUSH FRAME JAMB (FOXED) O SASH RAIL / 111111t111111 sheet'{OotT7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • O / J e. � c 0 a�� u ti FRAME TOP CORNER VENT TOP/BOTTOM CORNERS _ 52 0 w a �ZLL o O .M., �_7 i oogaoa� • • • • • ••ti • tLLLLII l fill PRODUCT REVISED N 3 • ••• • • 9ulyfag ly0,Vth the Florlda C b se • • • • • • N•a-lio.• 495-0828.13 •• i • ••i i i •Fa�prq�letya�09=2020 '�®,�'•,, pp r��� drawing no. i•• i• ••• e•• ey • t ay t �,��;••.,,oaloP.:'�ya�` W10-18 FIXED MTD. RAIL CORNER Mleml�P-du- {ARI 1 1 201 X41 111111 aheel 11 11 • •• •• • • • •• •• ••• 0 0 0 ••• • 0 BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map Links I Search rida Product Approval 'USER: Public User ER19=1 P Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL14986-R5 Application Type Editorial Change Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. •••• • • 0000' • • • 0000•• •• • 0000 •• Comments • • • 0000•• � Archived J 000:0• ��'•�• • 00000 00060 0000•• Product Manufacturer Therma-Tru Corporation 6•••• *00•' 666666 Address/Phone/Email 118 Industrial Drive 00:00: •••• 6 6 6• Edgerton, OH 43517 •• •• 6.6• • • •0000• (419) 298-1740 •••••6 6 • • rickw@rwbldgconsultants.com ; • • • : • 6 00.00 •66.1• Authorized Signature Vivian Wright •• • 066 6 •••6; rickw@rwbldgconsultants.com 6 • • 0• Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy 2eceived Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14986 R5 Eauiv of Standards(a)pd 4 Product Approval Method Method 1 Option A Date Submitted 12/07/2016 Date Validated 12/08/2016 Date Pending FBC Approval Date Approved 12/12/2016 Summary of Products FL# Model,Number or Name Description 14986.1 a. "ClassicCraft Rustic" Series 3'0 x 68"Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Certification Agency Certificate •• Approved for use in HVHZ:Yes FL14986 R5 C CAC a 14926.1 MI CERA de Approved for use outside HVHZ:Yes Quality Assurance Contract€xpirstion Da e••• ••• •• Impact Resistant:Yes 03/31/2026 •••• • Design Pressure: N/A Installation Instructions 000:00 ••• ; • Other: See INST 14986.1 for Design Pressure Ratings, any FL14986 R5 II (a) INST 1498fs�bAnOf ••� •• • • additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt.,Pf— 43409 66096 product particulars. Created by Independent ThlY9:grtr: Yes ••'•'0 • • Evaluation Reports 0000 •..0• FL14986 R5 AE a EVAL At 11 df goo* • • FL14986 R5 AE (a)TT-PLaSCG& .pdf •••• • 00000 0• • Created by Independent ThiGd•�ty: Yes •••• • • 14986.2 b. "FiberClassic", "SmoothStar", 3'0 x 6'8"Impact" Opaque fiberglass Sing4a.9ogr•(X) - •••• • "ClassicCraft"or"ClassicCraft Inswing or Outswing •••• • • • Rustic" Series • ••• • ;0•• 0 Traits of Use Certification Agency Certificate • Approved for use in HVHZ:Yes FL14986 R5 C CAC (a) 14986.2 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 14986.2 for Design Pressure Ratings, any FL14986 R5 II (a) INST 14986.2.Ddf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. Created by Independent Third Party: Yes Evaluation Reports FL14986 R5 AE (a) EVAL 14986.2.odf FL14986 R5 AE (a)TT-PLASTICS.1.pdf Created by Independent Third Party: Yes 14986.3 c. "FiberClassic", "SmoothStar", 3'0 x 68"Impact" Opaque Fiberglass Single Door with "ClassicCraft"or"ClassicCraft Sidelite (OX or XO) -Inswing or Outswing Rustic" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14986 R5 C CAC (a) 14986.3 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 14986.3 for Design Pressure Ratings, any FL14986 R5 II (a) INST 14986.3.Ddf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (For FberClassic and SmoothStar Created by Independent Third Party: Yes sidelites,this product approval requires the use of"J" part Evaluation Reports numbers for these sidelites, which have been stained or FL14986 R5 AE (a) EVAL 14986.3.pdf painted within six months of installation.) FL14986 R5 AE (a)Tr-PLASTICS.1.Ddf Created by Independent Third Party: Yes 14986.4 d. "FiberClassic", "SmoothStar", 3'0 x 68"Impact" Opaque Fiberglass Single Door with "ClassicCraft" or"ClassicCraft Sidelites (OXO) - Inswing or Outswing Rustic" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14986 R5 C CAC (a) 14986.4 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other: See INST 14986.4 for Design Pressure Ratings, any FL14986 R5 II (a) INST 14986.4.pdf additional use limitations, installation instructions and Verified By: Lyndon F Schmidt, P.E. 43409 product particulars. (For FberClassic and SmoothStar Created by Independent Third Party: Yes sidelites,this product approval requires the use of'7" part Evaluation Reports numbers for these sidelites, which have been stained or FL14986 R5 AE (a) EVAL 14986.4.pdf painted within six months of installation.) FL14986 R5 AE (a)TT-PLASTICS.i.odf Created by Independent Third Party: Yes 14986.5 e. "FberClassic", "SmoothStar", 60 x 6'8"Impact" Opaque Fiberglass Double Door(XX) - "ClassicCraft"or"ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14986 RS C CAC (a) 14986.5 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 14986.5 for Design Pressure Ratings, any FL14986 R5 II (a) INST 14986.5.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. Created by Independent Third Party: Yes Evaluation Reports F14986 R5 AE (a) EVAL 14986.5.pdf FL14986 R5 AE (a)TT-PLASTICS.I.Ddf Created by Independent Third Party: Yes 14986.6 f. "FberClassic", "SmoothStar", 6'0 x 68"Impact" Opaque Fiberglass Double Door with "ClassicCraft"or"ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic"Series Limits of Use Certification Agency Certifiate .•••• Approved for use in HVHZ:Yes FL14986 R5 C CAC (a) 1496 6.6.1 1 CERT.."lir•• 0 0 6 •• Approved for use outside HVHZ:Yes Quality Assurance Contract Etpiration Datl%•• • Impact Resistant:Yes 03/31/2026 ••0*0 0 •0 0• • Design Pressure: N/A Installation Instructions 0.000• ••• •• Other:See INST 14986.6 for Design Pressure Ratings, any FL14986 R5 II a INST 149866' 000 • • df • • 0 • • • additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, 434090 • . • product particulars. (For FberClassic and SmoothStar Created by Independent Thirt"Pty: Yes 0000 00.60 sidelites,this product approval requires the use of"I" part Evaluation Reports 00.000 0000 • 0 numbers for these sidelites, which have been stained or FL14986 R5 AE (a) EVAL WAr5.20pdf • 0 0 0000 painted within six months of installation.) FL14986 R5 AE a TT-P T S.1. df •0 • 000000 Created by Independent Third ar : Yes • 0 0 • 14986.7 g. "ClassicCraft Rustic" Series 3'0 x 6'8"Impact" Opaque AberOvs 1801;RU Top Single 0 Door(X) -Inswing or Outswlrtg • 000 0 0••4• Limits of Use Certification Agency Certificate •• • Approved for use in HVHZ:Yes FL14986 R5 C CAC (a) 14986.7 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 14986.7 for Design Pressure Ratings, any FL14986 R5 II (a) INST 14986.7.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. Created by Independent Third Party: Yes Evaluation Reports FL14986 R5 AE (a) EVAL 14986.7.pdf FL14986 R5 AE (a)TT-PLASTICS.i.ndf Created by Independent Third Party: Yes back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: FIN-1 ®— M Credit Card % * THERMANTRU" p ®g� y1 D`• U M THERMA TRU DOORS o 1 18 INDUSTRIAL DR., EDOERTDN, OH 43517 37.75MAX. Z :•p�\� 8�,� FRAME WIDTH \ �p 35 93"MAX. SMOOTH STAR, FIBER CLASSIC PANEL WIDTH '////curl %1%% CLASSIC CRAFT & CLASSIC CRAFT RUSTIC ry FIBERGLASS DOOR a a INSWING/OUTSWING a= 3 ,IMPACT, a c GENERAL NOTES = Z Ed 1. This product evaluation drawing has been developed in compliance with the 5th Edition(2014)Florida Building o LL O Code(FBC)including the"High Velocity Hurricane Zone"(HVHZ).See the Certification Agency Certificate for sizes, a =0 specifications and ratings. O � o .R 4� r 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be -is c '� beyond wall dressing or stucco. °�° �m y ,w 3. When used in the"HVHT'thls product complies with Section 1626 of the F3C and does not require an impact E o resistant covering. of a 4. When used In areas outside of the"HVHT'requirirtq wind borne debris protection this product complies with Section a 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and m 9 includes Wind Zone 4 as defined In ASTM E 1996 and Section 1609.1.2.2 of the FBC. ` 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry E construction. 01TRALE - DESIGNT'RESSIJRE F a 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed ;t1QL2TYFE SVYMG _ FRAME z engineer or registered architect. 8 g PIMETJS►ON, ?�3S — - NEss 7. Outswing configurations using coastal sill Item#4 meet water infiltration requirements for'wmr. SMOOTH INSWING 37.75"x 82.25" +75.0 -75.0 0 8. Inswing configurations and outswing configurations using sitl Item#5 do not meet the water Infiltration requirements STAR OUTSWING 37.75"x 80.75" +80.0 -80.0 e a for the"HVHT'and shall be installed only in non-habitable areas or at habitable locations protected by an o overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. i 2 TABLE OF CONIENIS CLASSIC INSWING 37.75"x 82.25" +100.0 -100.0 a� SHEET# DESCRiP110N CAAPT •• n z 1 Typical elevations,design pressures&general notes • till I�WNfG• 70 5"x480.75" +100.0 -100.0 w o 2 Door panel detais(Smooth Star) • :INIWI&G• 3M65"•M82.25" +90.0 -95.0 "z a 3 Door panel details(Classic Craft) •• 004 • •• • • o 4 Door panel details(Classic Craft Rustic) RUSTIC • DAM 3/06/12 z 5 Door panel details(Fiber Classic) OUTSWING 37.75"x 80.75" +90.0 -95.0 sem: N.T.S. 9 e 6 Horizontal cross sections • ••• DWG.er: JK m' ' 7 Vertical cross sections iFIBE •11YS:IMG 37 j5"x 8J.25" +75,0 -75,0 CHV sr: LFS 3 8 Buck&frame anchoring-2X buck masonry construction • • D+Awrtac nw d ? CSI 9 Frame anchoring-1X buck masonry construction • � C • biTsin;-- • x?0 J5" +80,0 .80.0 FL-14986.2 0 0 10 BSI of materials&components •• sxur_L OF 10 9F •••00 • • 47 41 EXTERIOR 00 on M zo 2 INTERIOR -Ig 46 42 4 Em z °Zg 2 ` fig 9m=W 1 IL HORIZONTAL CROSS SECTION LL 56a ILA2 47 E cZ N a 1d 8 �o: Cn 41 a a O 4.10' � � 1 0 � ti 2 v t.5 �+ 3" +� —� m ¢o I I of CL � TYP.4 13 CORNERS a. m oma' OF PANEL —� EXTERIOR INTERIOR o 0 C) ` a P � a2 roP Rau ,� Loc►c rn� •�m DETAIL A-A DOORPANEL o S.0 star .� NOTE:WOOD/LVL COMPONEMS:PINE(SG x 0.42( 41 0 N N 00000000 w o 0000000 rn A 00000000 1.18 0000000 47 00000000 0 0000000 I— 1.53" —j W Q 00000000 00 'Q 100000000 j i 0000000 r o 8 00000000 Mr S--i Y�rlll�f� 45 m e 00000000 "L('� •� ••� • • • • • oQ 19 0000000 28.86%OPEN • • ••� • • • • ••• N� m 5 0 0 0 00 o AREA MAX. H►N E S11iE ,u BOTTOM R• •: : • •: • ^o a c tea 00000000 •• ••• •• ••• i VERflCAL CROSS SECTION Dare: 3/06/12 zz 00000000 scale N.T.S. o f 0000000 00000000 • ••• DWG.BY: JK 0 • • ••• • • • a«.BY: LFS DETAILA-A •• • • • • • • • DRAWWG No.: Panel reinforcement •• i• • • • • ••0 9 0 FL-14986.2 0 n • •• •• ••• • • iq sHEer 2 of 10 ••• • 00• • 0• • • • •• • %,%I I,, NN SN 54 57 51 57 51 53 56 EXTERIOR �d) ���rrrrrr•In«� � v�m 2 INTERIOR 52 y: m 3 9o0aa.. 1 HORIZONTAL CROSS SECTION 56 v d m a a 3Z a 51 a v H J MLL O 4.06" T 57 0 1 O 0.32" 3 �1.a9° —1 � J W� TYP.4 €rLuo ¢o a _ a iM W 13 CORNERS Po � �_� 0. OF PANEL o 0 EXTERIOR INTERIOR ofrr o a a D � 52 7DP RAIL 53 LOCK STILE �m DETAIL A-A U DOO PANEL 50 Class(c Gaff W a N NOTE:WOODILVL COMPONENTS:OAK CAP IS.G.».671,PINE CORE(SG>=0A21 57 N Cn = 00000000 w O 0000000 1.44" A 00000000 0000000 rOf 51 00000000 O 0000000 1.49" 00000000 0000000 00 0.34" a � 00000000 Z v' 0000000 0 00000000 r0 55 0000000 y"/q ar a 00000000 �I • ••• • • • • I.:0000000 28.86%OPENOOo0 o AREA MAX. HINGE STLLE 55 BOTTOM RAK• •• • :•: • 0 Z o 0 0 0 0 0 •• •• ••0 • • • • 2• VERTICAL CROSS SECTION onre 3/06/12 0000000 • • 12, 00000000 • o 0000000 N.T.S. 5 "' 00000000 owc.BY. JK m • ••• �' • • ••• • • CHK.BY.. LFS 3 DETAIL A-A •• • • • .0. • • DRAWM No.: Panel reinforcement •• • • • : : • •• FL-14986.2 0 7 • N •• • • • • SHM 3 or 10 S 31 35 36 EXTERIOR 36 31 % e'" a4 � 35 33 $ z i�I'•• 'q�` �-o�m 1fi Ilt�ti� o°n 00 i INTERIOR 32 a u z_moo 4 1 HORIZONTAL CROSS SECTION d`o a a 4 m 31 A Sa a � o 1 Oy o J� LL 4 v 1.49'-1 s �U TYP.4 13 CORNERS EXTERIOR INTERIOR o OF PANEL f�YU1�CEJ T+ I XX > O U a a p � � � BOTfOM RAIL � E DETAIL A-A to - � B 30 D PANEL >z 31 fn Classic Craft Rustic E NOTE:WOODAWCOMPONEMS:OAK CAP(S.G.».67),PINE CORE(SG>=0.42) 36 o N � N = z 0 0000 O O 35 P o 0 j,da 0000000 [il 000000 0000000 I- —4.05' 000000 0000000 000000 t; 0000000 34 Z 000 000 000000 rIVIL..• •s o 0000 opo �O • •• • •Opo 00 00 28.86%OPEC • • : 4 VERflCAL CROSS SECTION U000o AREA MAX. LOCK 3 HINGE SRIF • •• • • • o zz 0 0 0 0 0 39 • • • •• DATE 3/06/12 z 0000 0 sr.,�• N.T.S. 000000 g 2 0000000 • ••• DWc.ar: JK m • • ••• • $ re ••••• •• • • • • • •• • • cwc.ar LFS •• DaAwwc No.: Panel reinforcement M . 3 a • o •• • ••• • • s4m 4 OF 10 a ••• • 00• ••••i • • • • i 67 EXTERIOR 67 r• �jl� u� EE A - M INTERIOR U N•; 5 66 66 62 y E 9 g Z U W 1 HORIZONTAL CROSS SECTION °a a 5 67 `Z ° IL T O ao •<, 5 � 1.53"—1 m a 17 TYP.4 w iw 73 ERS �1U1Ld P �w m� m c CoOF PER EXTERIOR INTERIOR C, 0 o a a D 7OP RAll K ST1LE �y DUAL A-A A 62 63 m DOOR PAN L G F7beF Classic v N NOTE:WOODAVL COMPONENTS:PNE(SG w 0.42) 61 n^Ui zz 00000000 W � 0000000 ON a 00000000 �{ IIg 67 0000000 00000000 Q m 0000000 00oo0000 00 0 ts 0o0oo0oo 000000 • \ W i 000 � io00o000 � ••oi000000 28.86%OPEN • • •• • • •• �o • . N 000 000 o AREA MAX. HINGE STHE BOTTOM RAI .i •• :•: . o 0 00000 ••� • • • . • • z o z o 0 0 0 0 0 0 •• . . • 2• VERTICAL CROSS SECTION oaTE: 3/06/72 � 00000000 g scALE N.T.S. o 0000000 2 00000000 •:• DWG.BY: JK m' • • •• ,Ereinforcement •••• •• • �•• • ••• • • CHK BY: LFS DETAIL i DRAWINGNO.: Panel FL-14986.2 3ro 0 • •• •• • • • • SHEEP 5 OF 7 0 7 7 , C DQ °e ` ••ae`�onT� •�t• � Z M E OWN 9 8 ���it nm�� O N COD Z 10 INTERIORd o a d 4 o0 E Z 6 6 a a 3 n, v 6 18 ° Z)o �o EXTERIOR 40 30XEn 60 50 A W E D Q 1-IMMIN. U D EMB.ITYP.) D ? o 8 3 6 4 5 $ & 7 7 7 7 r31 HORIZONTAL CROSS SECTION Shown w1lXsub-buck L3 C'SINK C'SINK (IYP.) ITYP.) NJ e � v N z Qa oe o_ 10 INTERIOR INTERIOR 10 F N a L <o W a 0 Z a s D a i o ••• ••• : a \Q F • • • • •f• : f • > N O q F ` 12 11 12 30 40 EXTERIOR •�XTERI®R • : ; • 16 DATE 3/06/12 12, SCAM 9 a 1- N.T.S. MIN. C 50 60 60 50 C E DWG.er: JK m 2 EMB.(TYP.) • ••• • • • • 1-1l4"MIN. CHK.BY: LFS 3 1 HORIZONTAL CROSS SECTION •• •2 HORaOiILgO�S SECTIONSECTION EMB.(TYP.) Dp"m N0.: 6 Oulswing shown-Uuwing • • •6 1s�nglhovm- g ro also approved ••• 0• • �o dpprovCd • • FL-14986.2 Cl c •• • ••• • • sHEEr 6 OF 10 O d ••• • • • •ff f• •• • • • •ff • z ie :W'�— m GO to INTERIOR EXTER&lt f f S N••_ J d o i RZzo v H e A C 30 40 A C 5 10 50 60 � a 40 30 40 30 °* 60 50 10 g o v 60 50 10 G 9 68 EXTERIOR INTERIOR INTERIOR EXTERIOR ° ° ° ° ° °p ' r—In e p m ?y 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 7 COutswing shown-Inswing 7 Shown w/1 X sub-buck 3 VERTICAL CROSS SECTION lso approved 7 Ouhwing configuration o I o o a a �m s EXTERIOR INTERIOR EXTERIOR INTERIOR E o N N 30 40 30 40 INTERIOR EXTERIOR o 6 50 60 50 60 1 30 40 t� 2 7 3 7 4 10 50 60 Z m E •• ••• E o< • • •• • 2 g p a v D v ° v p ° ° D v ° °° • •� : • • p• •�• o v ° ° ..� U CL p p • •• • • • • p • v Z p p p p • •• ° • s• p v Date 3/06/12 °z_ scAM N.T.S. m °• "• •r6�VERTICAL CROSS SECTION CHIC er: LFS 3 a ° - DWG.ar: JK 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION • • • • 7 Inswing configuration 7 Inswing configuration • • • • • • 7• Outswing configuration DRAWING NO.: d i•• i• • ••� • • ••o FL-14986.2 a • n • •• • ••• • • SHEET_L OF 10 0 G r ••• i• •• • • • �•• • :�```� ''.. I I.W MAX. 6° 7 z I•`O� _ m 4" O.C.[TYP.) 4" to'. c * '�� m � � � • ''���/III�►•11\1 � v n`.'z z�Zd Ty'. TYP.HEAD& �� c y 9 d=a MASONRY MASONRY MASONRY JAMBS �\ � v. m d a� N OPENING OPENING OPENING $ a££z 8 3a FRAME Nz 2X BUCK-,,,, 2XBUCK--,,,"- o o 2X BUCK o r ;.�-i� UZ U D YU O �] K Co In o a a V M — BUCKANCHORING BUCKANCHORING HINGEJAMB FRAMEANCHORING STRIKE JAMB g DP<=80 psf 80<DP<=100 psf Masonry 2X buck construction c .r E p N N N z W O_ CONCRETE ANCHOR NOTES: V) 1. Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortarJoinis. 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to L �+ maintain the min.edge distance to mortar joints,additional concrete anchors L a y may be required to ensure the MAX.ON CENTER"dimension are not exceeded. o z 12 3. Concrete anchor table: 12 16 16 h m 8ANCHOR ANCHOR MIN, MIN.CLEARANCE. MiN CLEARANCE ••• ••• • •L a TO MASONRY TO ADJACENT • L • • • • • •• TYPE SIZE EMBEDMENT EDGE .__. : ANCHOR ITWz '.! • •• ••� • • • 14 z TAPCON® 2" 4° •• •• • ••• DAM 3/06/12 z sc : N.T.S. ELCO ® 1/4" 1-1/4" i" 4" m ULTRACON • 040 • HINGE DETAIL LATCH 6 DEADSOLTDETAIL Dwc.SY: JK WOOD SCREW INSTALLATION NOTES: • • • ••• • CHK BY: LfS 3 1.Maintain a minimum 3/8"edge distance,i"end distance,&i"o.c.spacing of • • • • • • • • • DRAWING No.: wood screws to prevent the splitting of wood. •• • • • • •• FL-14986.2 0 •• • ••• • • SHEU 8 OF 10 1 ' g •$ M 6 Z0) o� Cn • 'II �••• •10`\ J W • J '��JJJJI•IiNI� o n m i TYP.HEAD N e i z°&JAMBS �g E, z m m o I a N 9 o D. MASONRY m d a OPENING17 G I� �o� Ia I 15 U 17 �O k� FRAME o; 6 fO Lj d p ¢v C'o LL LATCH&DEADBOLTDETAIL w� f 0 1X BUCK N i—y O n U O O K a a g ° N >_ N Z W _O HINGEJAMB FRAME ANCHORING SMKE JAMB N CONCRETEANCHOR NOTES: Masonry 1X buck construction 11 0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. G edge distance to mortar joInts. L a a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 12 a maintain the min.edge distance to mortar joints,additional concrete anchors 12 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: ••• ••• • • • G o a LL MIN.CLEARANCE .MIN.CL>A.RA:NC� •• • ••i • • ` • m ANCHOR' ANCNOR MlN. TO MASONRY TO ADJACENT • •• • • • • • • 12 0 0 SITE EMB EDGE •• • • • • • ••• .12 z a I EDGE.. ANCHOR' ••• •• • i i •• DAM 3/06/12 i ® 1/4" 1-1/4" 2" 4" SCALE N.T.S. 9 TW TAPCON HINGE DEWL owc.ar: JK m' e ITW3/16" 1.1/4" 3" 11/2" i ••• ® TAPCON • • ••• •• • • cwc BY.. LFS 3 € NO • D WOOD SCREW INSTALLATION NOTES: • • • ••• i • •• • i FL—14986.2 w 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of ••• • • • • • • a 0 wood screws to prevent the spliffino of wood. •• • ••• • • SHM 9 or 10 ••• • • • • • • • • ••• • • • • ••i • • BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS �� m '•�'^ a B 2X BUCK SG>=0.55 WOOD 31 DOOR SKIN 0.090"THK. CC RUSTIC =6,000 PSI MIN. FIBERGLASS C MAX.l/4"SHIM SPACE WOOD 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD s * !S°6' ^• D 1/,f'X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 33 LOCK&HINGE STILE(CLASSIC CRAFT RUSTIC) WOOD/LVL •. z Cj M E MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL(CLASSIC CRAFT RUSTIC) COMP. j•., 'yg� c G 3/16301 OX 3-11/4"OW BLOCK P H ITIN CONCRETE SCREW RSO ASTM C90 35 PANEL STEEL 36 FOAM COREREINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC POLYURETHANE ����it* y��� z n m z J 1/4'X 3-3/4"PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS v N.. L #10 X 2-1/2'PFH WOOD SCREW 1.1 S'MIN.EMBEDMENT STEEL 41 DOOR SKIN 0.070"THK SMOOTH STAR F =6,000 PSI MIN. FIBERGLASS �\ E z 0 m o 1 INSWING ADJUSTABLE THRESHOLD ALUM./WOOD 42 TOP RAIL SMOOTH STAR COMP. 5 o L a 2 INSWING THRESHOLD ALUM./COMP. 43 LOCK STILE SMOOTH STAR) WOOD/LVL \V1\ LL DO IL 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD E c z° N 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 3 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL p 6 INSWING THRESHOLD ALUM./COMP. 47 FOAM CORE POLYURETHANE 7 DOOR BOTTOM SWEEP VINYL 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS Ad 8 JAMB PINE SG-0.55 WOOD 51 DOOR SKIN 0.090"THK. CLASSIC CRAFT)Py=6,000 PSI MIN. FIBERGLASS x µ 9 JAMB OAK SG>=0.55 WOOD 52 TOP RAIL(CLASSIC CRAFT COMP. 10 WEATHERSTRIP FOAM 53 LOCK STILE CLASSIC CRAFT WOOD/LVL �" z I1 HINGE STEEL 54 HINGE STILE CLASSIC CRAFT WOOD/LVL m a 12 #10 X 3/4'PFH SCREW STEEL 55 BOTTOM RAIL(CLASSIC CRAFT) COMP. 13 #9 X 3"PFH WOOD SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT STEELw 14 LATCH STRIKE PLATE STEEL 57 FOAM CORE POLYURETHANE o m E 15 SECURITY STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - o 0 16 #8 X 2-1/2"PFH SCREW STEEL 61 DOOR SKIN 0.137"THK. FIBER CLASSIC Fy=6,000 PSI MIN. FIBERGLASS a a 17 #8 X 3/4"PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. �,} E 18 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 63 LOCK STILE(FIBER CLASSIC) WOOD/LVL 0° g 19 DEADBOLT-KWIKSET SIGNATURE SERIES 780) STEEL 64 HINGE STILE(FIBER CLASSIC) WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. e 66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STEEL � �572„ 67 FOAM CORE POLYURETHANE N 5.87" 4.ST' N �T77777�� h a d vTHRESHOLD THRESHOLD S T Inswing adjustable Y Inswing adjustable �' m 8 DLRESFTOLa w z • •• • • • • • THRESHOLD 3 583° In IV self-0•• ••• • : • • •w w 4 Outsving coastal • � --jz ••• •wi • • • • • _� z ° a DAT: 3/06/12 o smF: o N.T.S. 2 1 • 000 • DING.BY. JK m J— • • • •• •�E.4 & auc ar: LFS THRESHOLD •• • • DRAWING No.: If THRESHOLD 6O— • •5 OutsvMgstandard InswNg • •• FL-14986.2 MAX D.P.RATING=±50 PSF ••• w • ••• srasr 10 ov 10 0 MIAMP� MIAMI-DADS 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.miamidade.gov/economy CGI Windows&Doors 10100 NW 25h 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 withi4 their jurisdiction.•RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade*QOffn11.'V Prodygt,control* Section that this product or material fails to meet the requirements of the applicable iwiIdisg codt..0 ; 0 0*0: This product is approved as described herein, and has been designed to comply wiffi0im Florida Building. Code, including the High Velocity Hurricane Zone. .••••6 0•..• :0000: DESCRIPTION: Series"Sentinel 110"Aluminum Single Hung Window—1,04-166::. 00:00.•••• APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel -14--Alum. 0$4n. *Wdw...:: (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision C dated (VI VA.t% prepared by Al- .• Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the MiAi-Datie Coppjx f.roduct•••:• Control Revision stamp with the Notice of Acceptance number and expiration iii is%y the*Miami-Dadl County Product Control Section. 0 0 • 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#140915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0512.10 MIarlN[raDe counrrir Expiration Date: September 22,2020 m�� ! Approval Date: August 06 2015 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBA/HTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(t and Super Spacer(& insulating glass spacer,prepared by Certified Test Laboratories, Test Report-X©+• CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C.Patel,P!B•• ••••:- 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading pg:�A�TA970.94 •. 2)Large Missile Impact Test per FBC, TAS 201,8 .. •• 3) Cyclic Wind Pressure Loading per FBC, TV R@9;94 .... •...� :••••; along with marked-up drawings and installation diagram of a ser1V 7400 P�L•proi ect•• •.• out window,to qualify DuPont"Butacite"PVB interlayer,Dur* and Spacer® insulating glass spacer,prepared by Certified Test LabaxaWes,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh:C. Patel,$.E. •;;• 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading Iter) B;C TA;MY94 2)Large Missile Impact Test per FBC, TAS 20 f 194• `. : • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0 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 Pe .E. Product ControKxarghner NOA No. 12.10 Expiration 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-501 Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-4915.46) 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, expi6V9n 07/04/18. .0 6666 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ame�igg,jpc.far �F l i • "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring 0"i Lll/16. • 3. Notice of Acceptance No. 14-0423.15 issued to Eastman CheipfcakVampaayd(•MA):"": for their"Saflex CP—Saflex and Saflex HP Composite Glass IfiNrlayersomth 90:960 • . . 0600 006. PET Core" dated 06/19/14, expiring on 12/11/18. . 0 ""' 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical company t•MA)0 0 0-�0 for their"Saflex Clear and Color Glass Interlayers"dated 0;/19714, expirinf000n : 05/21/16. • .. 0000.. F. STATEMENTS •' 1. Statement letter of conformance, complying with FBC-5th 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 Hurricaine Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-11510.11) 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. lmm&&92a� — manuef EarealP.E. Product ControExa iner 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" U FLANGE WIDTH BUCK WIDTH BUCK WIDTH �� d 47 7/16" 47 7/16' 47 7/16' ,= r D.LO. (FIX. LITE) FALSE MUNTINS D.LO. (FIX. LITE) FALSE MUNTINS D.LO. (FIX. LITE) Q z (SURFACE APPLIED) (SURFACE APPLIED) 6"MAX. 20 9/18'** OPTIONAL 5 1/2"MAX. 20 9/16" ** OPTIONAL 5 1/2'MAX. 20 9X ** F' a HEAD/SILL A HEAD/SILL HEAD/SILL Al HEAD/SILL HEAD/SILL HEAD/SILL 0 CORNERS— a CORNERS 6 CORNERS 7 O �yyi LL u u u D II II � II II F II ii �� M O O }} ul W W M ci II / II IM O D1 II / II M p D2 II / II 2 dN 0 9 li n t oc� J 6 B p u , 7 u n oc4 Q i 3� G zm- v B I In a r7 nZZw i hyyyU h I- E M u II II _ M M M 4 C II II �� Ct II II m-¢a C2 II II �� pyp+ '6 7 it ii 3 0 W C3 r'e M in — v 47 7/16° 47 7 18° m FALSE MUNTINS n o / iv (SURFACE APPLIED) 47 7/16° iv z 3 Nn m D.LO. (VENT) tO D.LO. (VENT) \ U OPTIONAL D.L.C. (VENT) \ u M M1 sa 1/4• 50 t/a' � sD 1/4• VENT WIDTH VENT WIDTH VENT WIDTH O FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME � TYPICAL ELEVATION Al SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 6 CHARTS SHOWN ON SHEET 2. R APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN 12 c OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DARE COUNTY SPACING EXCEEDS 20 9/16- o�ggg0 O N APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS g IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. a d LAMINATED GLASS o o^ g •• ••• • • • • • •• $ g THIS PRODUCT HAS BEEN DESIGNED AND TESTEDTO COMPLY WITH INSULATING LAM. GLASS THE • • • • • ! • • • � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• • •• • •• LARGE MISSILE IMPACT HURRICANE ZONE (HVFTL). • • • • • • • • • SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• 000 •• • F LOADS TO THE STRUCTURE • • •• E„gr.JAVAD AHMAD 1 a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSCML PRODUCTREVISED FLA. ,g 70.592 -complyms wilt the Florida c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Building Code�l��05d JO a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • Accepfaace No NOT PART OF THIS APPROVAL. • • • • • • • • • • mtinn Date Mo • • • ••i i i • ••i i i Sl} 2015 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •• • • • B` Dam rudfuK drawing no. MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS, THAT ••• • •• • ••• ••• W 10-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LTTES WINDOWS UNEQUAL LTTES WINDOWS lu O U DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP _ pp FLANGE DIMS. I BUCK DINS. GLASS TYPES'A'&'AI'mAss TYPES'8'&'81' FLANGE DIMS. BUCK DMS. MAR.TOP JITE UL M TYPES'A'&'AI'G44SS TYPES'B'&'B1' �® o WIDTH HEIGHT WIDTH HEIGHT DR.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. DM(+) 1M.(-) EXT.(+) 1NT.(-) Z m % 19-1/8' 18-1/8' 75.0 75,0 80.0 85.0 53-1/e' 78' 52-1/8' 75' 36-1/4" 75,0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 49' 79• 48• 78• 38-1/4• 75.0 75.0 80.0 85.0 Z E 37- 26' 36" 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 Y411 48' 48' 75.0 75.0 80.0 86.0 31' W. 83-5/8' 75.0 75.0 80.0 85.0 c C O 53-1/8' S2-1/8" 75.0 75.0 80.0 85.0 33' 85' 32' 84' 60• 75.0 75.0 80.0 85.0 2 0 d O 18-1/6' 16-1/8' 75.0 75.0 80.0 85.0 37' 36' 63-1/2' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2• 75.0 75.0 80.0 85.0 43' 42• 45-1/4' 75.0 75.0 80.0 85.0 37' 38-3/8' 36' 37-3/8' 75.0 75.0 80.0 85.0 vi C d 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8- 75.0 75.0 80.0 85.0 w 19-1/B' 18-1/6' 75.0 75.0 80.0 85.0 WIDTH y m a 4 26-1/2' 25-1/2' 75.0 75.0 80,0 85.Q C 0 y m O 37' 50-5/8' 36' 49-5/8' 75.0 75.0 50.0 85.0 y O 48' 48' 75.0 75.0 80.0 85.0 63-1/e' 52-1/e• 75.0 75.0 1 80.0 1 85.0 19-1/8° 16-1/8• 75.0 75.0 60.0 85.0 a W d f h 26-1/2' 25-1/2' MO 75.0 80.0 85.0 37• 83• 36' 62' 75A 75.0 80.0 85.0 m \z 49• 46' 75.0 75.0 80.0 85.0 yI o rn 53-1/8' S2-1/6' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8• 75.0 75.0 Bao 65.0 g a 28-1/2' 25-1/2• 75.0 75.0 80.0 85.0 J y 37' 76' 36• 75' 75.0 75.0 80.0 85.0 L- OM 49• 48' 75.0 75.0 Sao 85.0 UNEQUAL LITES (ORIEL TYPE) 0 w 53-1/6• 52-1/e• 75.0 750 80.0 85.0 0 P' 19-1/8• 16-1/e• 75.0 75.0 80.o 85.0 i=ii W a 26-1/Z' 85' 25-1/2' 84• 75.0 75.0 80.0 85.0 = to 37' 36' 75.0 75.0 Bao 85.0 ..I,� BUCK DIMS )<I'TYP. o O N M 46-1/2' 45-1/2' 75.0 75.0 80.0 85.0 0 WIDTH-- FAM 3 M FAN I_ FIANCE DIMS BUCK DIMS O Gl al e 2 j, O EQUAL LEG FRAMEOtt ? BUCK DS.iS EQUAL UTES • �m o r •• ••• • • • • • • • • • • • w o g g 8 FM F ASI • • ••• • c •• ••• •• • • • •• m �} Fngr. aVAD AHMAD BUCK DINS AL PRODUCT REVISED q FIA A 70582Ia�1PIYing wish t$a Fbr(Qa o • 0:0 •• • • • • X538 8 Code ft NOTE: i i .0. i • 000 i i i A�;a1e! ionD �S-OSr2 20�b GLASS CAPACITIES ON THIS SHEET ARE • • • •• • • •• • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • ••• ••• ZQ�� PvL FI a drawing no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS W�0_0� DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS d U9 075'Interlcysr 075'Interlayer o Saflex CP With PET Core Saflex CP With PET Core By'Eastman Chemical Co.' 'Eastman Chemical Co.' OR OR Z M1 J 090"Interlayer 090"Interlayer Seffex Clear And Color Glass Saflex Clear And Color Glass OR . 'Eastman Chemical Co.' BR'Eastman Chemical GoQ 6 090"Interloyer 090"Interlayer a"O o U Kuraray SentryGlas Kuraray SentryGlos ®0 BY'Kurcray America, Inc.' OR By Kuraray America, Inc.'OR n' 090'Interlayer 090"Interlayer C it F. Kuraray Butocite PVB Kuraray Butecite PV13 G r By'Kuraray America, Inc.' By 'Kuraray America, Inc.' G eI M M 1/8"ANN. CLASS Im 1/8'HEAT STREN'D GLASS �0 LLQ 4 g 2i 14 y N SIL1200 ICONE aWl M1 - GE GE 1200 Q 3 cs ! DOW CORNING 899 Ncs M1 i! DOW CORNING 899 ill DOW CORNING 995 ! DOW CORNING 99501 1 ti Q� f � O 0 0 N w Ee a Eg W M4AT 41iAN ON LiTES AT 1/4 POINTS ON WIDER TLITES n WIDER THAN 36' v Of GLASS TYPE 'A' GLASS TYPE 'B' ' O w R 5/16.OVERALL LAM.GLASS 5/16'OVERALL LAM.GLASS C2 of (L.M.I & S.M.I.) _ to _y 1/8-ANN. GLASS 1/8"HEAT STREN'D GLASS j R! h W N .075"Interlayer 075'interfcyer o U N to ,� So ex CP With PEr Core SaRex CP With PET Core G 3 ,w BY'Eastman Chemical Co.' 0'Eastman Chemical Co.' d z Z O 090'Inter) er n �' .090"Interlayer U oo Q So ex Clear And Color Gloss Saflax Clear And Color Gloss 0'Eastman Chemical Ca.' By'Eastman Chemical Co.' �' U 1/4'AIR SPACE OR w / 090'Interlayer 1/4"AIR SPACE .090'Int er) erg Kuraray SentryGlas Kuraray Ssr=las to By'Kuraray America. Inc.'OR By Kuraray America, Inc.'OR 1/8"ANN. GLASS 090'Interlayer .090"Interlayer Kuraray Butacits PVB 1/8"HEAT STREWD GLASS Kuraroy Butacite PVB By'Kuraray America. Inc.' By'Kuraray America, Inc.' 1/8'ANN. GLASSa 7/8' HEAT SIRFIJ'D GLASS GESILI1A200 _NE m SILICONE g DOW CORNING 899 YYYd!!! DOWGE I CORNING 899 ce Mi !i DOW CORNING 995 \o M1 i DOW CORN NG 995 a a XL EDGE SPACER !1 • X!EAE SPALtR • • • °cr o !!! STT.STEEL BY'CARDINAL' tjEL••BY"Irt •O • �c� m $ 0 DORRASEAL BY'QUANIX' 0 •• AUdAL% 'bUA:EX' ••• O a E9 SUPER SPACER BY'QUANEX' E9 SUPER SPACER BY'QUANIX' o tWE� Esgr.JAVAD AHMAD PRODUCT REVISED �I n W M4 AT 1/4 POINTS ALL SIZES k M4 AT 1/4 POINTS ALL SIZES CML mcomplying with the Florida T � W • ••• • • • • ACA P I7a8s238 Building Code•, • • • • • • • • AcceptanceNnGLA5S TYPE 'Al' GLASSE•Bl' • •0.70'OVERALL INSUL LMA.CLASS 0.70"OVERALL INSUL•LAM. GLASS••(L.M.I ONLY) • • • • • By(S.M.I.) •• • •• • •• • I11D1h DeI,Pr� drawing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING W 10-03 EXTERIOR PLY OF GLASS TYPE'Al' &'B7' MUST BE TEMPERED. sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AL FOR FL INGORS FLANGE & FLANGE ADAPTOR FRAME1BY_X �uljl n <WOOD BUCK a \ METAL STRUCTURE 4 EDGE"DIST. TYPICAL ANCHORS oo j [SEE ELEV. m FOR SPACING pMIAMI-DADE COUNTY APPROVED MULLION&MULLION ANCHORS SE SEPARATE NOr D ODIST. O o6 o U iEDGE DIST. I 0. o 12 ___-- __--_______- 0 c E8 ..i --- T _ _ v eti a0w C'L> • �SEE T'PICAL ANCHORS TYPICAL ANCHORS 0 ELEV. SEE ELEV. N p tv I FOR SPACING FOR SPACING tl! m i M9 J a ab 2 3/I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM II AND TRANSFER THEM TO THE BUILDING STRUCTURE. \ Ij SWEEP LOCK 2 3/8°MIN. TYPICAL ANCHORS: SEE ELLV.FOR SPACING N u I , OPTIONAL TO k- W t13 - EGRESS LOCK I 1/4" DIA. TAPCON BY 'TRY' (Fu-120 KSI. Fy-92 KSI 3 En T SILLiv 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI.Fy-155 KSI 3 O W .r INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = A 1-1/2" MIN. PENETRATION INTO WOOD ' Ad Ea THRU 113Y BUCKS INTO CONC. OR MASONRY a fn 0 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY q aM 4 DEPTH SHALL BE 23/6". THE USE OF p 3 0 DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY Z z t PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U7 o a�] INTO METAL STRUCTURES o STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)it g ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Lnjk (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) it INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' (NO SHIM SPACE) S4 1 TYPICAL EDGE DISTANCE 9 INTO CONCRETE AND MASONRY = 2' MIN. E9 NTO WOOD STRUCTURE = 1" MIN. �•� i •• • • • • • • ••INTO METAL STRUCTURE = 3/4" MIN. c c P g o Me . • • • • • • • • • m g g g • • •• • • • • • WOOD AT HEAD,SILL OR JAMBS SG = 0.55 MIN. t4 • • • • •CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. O • •• •• • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. o 1 d i a g Q 4e _ Engr.JAYCF& PRODUCT REVISED as Cod. the Florida T iv • ` I .• • .4'• • FL CSssa ezildi.2 p N 05!2.10 S . . . . Accq $• • • EDGE DIS. • • T'PICAL•ANCHLt1� •• • i 8y 000 0P[odUcdrawing ANCHORS no. POR E ,BY ,\\—SEE ELEV. 271 W10-03 WOOD BUCK FOR SPACING sheet 4 of 9 • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • v4•mm. BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS o o_ } TYPICAL ANCHORS D 1 1 TYPICAL ANCHORS 0 SEE REV. SB S5 SEE ELEV. FOR SPACING 1 FOR SPACING (- 1 H9 0= FLANGE ADAPTOR FRAME ° o 0 U IL fl U METAL - .1.1/4• STRUCTURE p Q'0�YMo 0aao � u O Nm0 m EXTERIOR 1 WOOD BUCKS 1 NN yp� D.L.OPG. O Ei I O Q W e1 E F 1: � N 1/4 MAX. BUCK WIDTH 1I4 �• � I.I � � SHIMS SHIMS Hwy jl�I v _ II I! 00,{� TYPICAL ANCHORS O W ! :. o O Lj SEE ELEV. TYPICAL ANCHORS ! 3 FOR SPACING a v -SEE ELEV. FOR SPACING yy w ! y Kl 1 1/4'', WOOD BU o OR O g �. WOOD STRUCTU E2 _.._._ (0 pQ y U 0� 1 g WOOD BUCKS 10 MIAMI-DARE COUNTY APPROVED MULLION o MUMULLIONMULLION ANCHORS 1/2'TPP. tj SEE SEPARATE NOA --- BUCK -BUCK WIDTH BUCK WIDTH g INTALLA11ON DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND F---1 •• ••• • • __-= FLANGE ADAPTOR FRAMES. c d A • •• • • • • Vic` - - - - - - + r — •• ••• •• • • • _ I Ih Engr:.IAVAD AHMAD PRODUCT REVISED I e I CIVIL big the • •••• • •'y�/ • • owmplyYIDf 7Florida FLA-PE 02 av CAN ptanrev /0540MY- --J •• • ••• • • ••• 1 U 9g'I g By 0 • •• ••• ••• ••• ••• Miam Product drawing no. ••• • .1 2(115 X14 X r FH.SMS. W10-03 sheet 5 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVANCHORS METAL EQUAL LEG FRAME [� " SEE EF• STRUCTURE ® C� 1CK FOR SPACING t W000 BUCK � I \ TYPICAL ANCHORS F_____ l o ///''' m r------------- EDGE, a. D�f. FOR SPA ING MIAMg a COUNTY EDGE i 5 1 MUWION&E MUWON ANCHORS i o Z� ?a N E DIS(. / ; o \ a I I SEE SEPARATE NCA 3 r I EDGE DIST. ..:,.:.. I I ,o,I Al M3 E1 Y?! ol ltr~'�1 I�II TYPICAL ANCHORS TYPICAL ANCHORS d I�17 sss8 SEE!I 4 SS FOR SPACING FOR SPACING SEE ELEV. o IL h G it n TYPICAL ANCHORS m SEE ELEV. MIAMI-DADE COUNTY }� W T FOR SPACING _APPROVED MUWON Q m d Me &MULLION ANCHORS 1L Z W:o p I 1/4'MAX. BUCK WIDTH SEE SEPARATE NOA J p BUCK WIDTH BUCK WIDTH ,.� SHIMS -� Q W 0 ii ii D1 c— rr- jj SWEEP LOCK 1 1/4' I I OPTIONAL TO I I I n i t EGRESS LOCK (n AT SILL - — - - - - - — J it o O •T _ I I _ R. 0 w .. i to OE4 u 1i' __jP. Z N 1414 X1'FH.SMS. 'x. mud L o x EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY s INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. iir=ler-= o l 9 2-3/8'MINS. { d v p � 1 I I m S4ES I d � t 2 3/8"MIN. •• ••41 • • • • �,••` `, \_• TYPICAL ANCHORS o p m d y M9 --- � • • • • • • • 4 a i SEE EL . • • EV• • • • • ' FOR SPACING `0a m >> • • • • • • ••• c G..� 14 \ >> • • • • • • • n I F2 ♦ o Eng..JAVAD AHMAD PRODUCT REVISED I e ----_- CML es rmnplying wUh the Fh ido i FLA PE 6 70592 pniidwS Code WHEN USED THE MIN. WOOD•BUEN• • • • • 4CA A=ptanceNo��rim'DEPTH SHALL BE T'i§". THE :ISE Y EDGE Di 71PICALaN�HDRs \ DEEPER OR BEVELED W0096UCKS•IS •• • • • •• • • &yPERMITTED. • •• • • • •SEE F1EV. ••• • •• • •• •WOOD BUIBYJ CKFOR SPACING �' W10—�3 sheet _6 .f,9J ••• • • • • ••• • • 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP SEE ICARS FIN FRAME ILLUSTRATIVE DIONLY ELEV. Mo EXT. OR IM. FlNTSNISHESFOR SPACING NOT BY CGIHOUtt i o \ Q� NOTSBY CGI TYPICAL_ANCHORS: SEE ELEV. FOR SPACING ° o � ° #B SMS (GRADE 2 CRS) a 2 Et INTO 2EY WOOD BUCKS OR WOOD STRUCTURES eacKaED 1-1/2" MIN. PENETRATION INTO WOOD x CAIJUING 8 1n cy 0a a° II Ii Ss0 N ro O o II II M9 ..tl QZ t��iyf �%{ NNI, Al -4 Q Y]e1 E F it Ij lj SWEEP LOCK m it u 1 OPTIONAL TO ,o EB EGRESS LOCK Yn AT SILL p$ OL�, B NOT BY CGICTURE 1/4- BUCK HEIGHT1/4"MAX. O GAP 0 PC C-4 0 1/2 'MIN. 1/2"MN. ° 3 r7 l ~ UZ j! to� N W ! IA ro 1 — W i D2 y moa BACKBED w MIXING g !i S4 — _ � ISI t c� = 0 o O % U ;-n HOUSE WRAP •EB NOT BY CGI EjgERIOR• 0• • • • • • • • • • D.L OPG. m 0< m 1 RACKBED • • • • • • • • • O CAULKING •• 00* •• • • • •• 0 E2 Engr.JAYAD AHMAD PRODUCT REVISED N u CML a complying Mth tlw Flodde FLA.PE A 70.592 Bonding Code HOUSE WRAP • ••• • • • • CA 5538 Acmpt> eNo 5.0912.10 NOT BY CGI • • • • • • • • • • —Dnte t t/z' • • • • • • • • • • 5 o • •• • • • • • • Miami Frnsud"4 drawing no. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING sheet 7 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLTER/REMARKS d/ V E1 CGI-100 1 FRAME HEAD 8083-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 - o E3 CGI-102 2 FRAME JAMB 6063-T6 - O J E4 CGI-103I MEETING RAIL 6063-T6 - �Q E5 COI-104 1 _ LOCK RAIL 6063-T6 Q - E6 CGI-105 1 HANDLE RAIL 6063-TB - 0' V E7 CGI-106 2 _ SASH RAIL 6063-T6 - a ES CGI-107 AS REOD. 5/16'GLAZING BEAD 6063-T5 - C E9 CGI-108 AS REDD. 0.700'GLAZING BEAD _ _6_063-T5 - ®t n E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-TB - ei Ell CGI-110 AS REDD. NAIL FIN ADAPTOR 6063-T5 - a t3 m o 0 E-12 CGI-135 1 FLANGE FRAME HEAD 6063-TB - Q <O d E13 CGI-136 2 FLANGE FRAME JAMB 6063.-.T6 _ y a0 O E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME =A) 3-T5 �tamd M7 CGI-382V AS READ. GLAZING BULB YINYL(DUROC - O M2 CGI-111 OPTIONAL SCREW COVERC PROTOTYPE OR EQUN. M3 CGI-112 AS REOD. EQUAL LEO COVER/SHIM,3' C M4 - 2/LITE 'SETTING BLOCKSDM DUROMETER BOtS SHORE A M9 SUPER BOOST 2/WDW. SPIRAL.BALANCE - BSI OR EQUIV. M70 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUN. Mll W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. o Q M72 CGI-129 1/WDW. EGRESS LOCK ALUM, SULLIVAN i 0 W M13 CGI--131 2/WOW. HANDLE RAIL END CAP NYLON M&M 2 In M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. w Ad M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON_ M&M (nn $ M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o 3.N M Ml7 A30730401-32 1/WOW. CAM LOCK LNC TRUTH OR EQUIV. p 3i M MIS CGI-132 2/WDW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUIV. Ed Z Z M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M a' = M21 - 2/WDW. B/T BALANCE TAKE OUT CL6� - BSI OR EQUN. C7 p Q v M22 146-6 2 WOW. WEEP COVER / NYLON AMESBUFIY OR EQUN rn w M23 CGI-134 - S61 SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER 0 10 X 1 1L4'I.G.PHL PH. SMS. ST/ST.ASSEMBLY SCREW - - S4 - 4/WDW. #8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW _ _ _ C SS - 2 WDW. 6 X 1'LG. FH.SMS. ST/ST. SPIRAL B.ASSEMBLY _ 56 #6 X 1/2"LG.FR.SMS.0 CGI-133 &CAM LOCK m H 5 z •• ••• • • • • • •• 0 •• ••• •• • • • •• c _ Enpr.JAVAD AHMAD PRODUCT REVISED r a CML as o plying with the Florida ry FLA.PE 6 70592 $aild3ng CP& q • ••• • • • i C.AN.3638 _;cep ce No f .0 j b, • • • • • • • • • • ration Date `LBIW o • • • •• • • • •• • • By • •• • • • • • • s Pro" drowing no. ••. . •. .. • JU 45 W10-03 � [sheetB of 9 j ••• • • • • ••• • • • ••• ••• ••• • •• •• ••• ••• • • 2.505 -2.505- .065 2.505 .065 U O S2 p 1.745 $118 t 1.550 1.660 I 0 1F 745 .745 •n,P F 065 �•. m TYP. Q 0 N - 1.015 ' 1.015 .050 1.395 I ,® Q d Et2 FLANGE FRAME HEAD Et FLUSH FRAME HEAD Ett NAIL FIN ADAPTER 0 G9 h 1.583 1.583 1.007 toO ~ m q aQoB las I °� 065 .065 �'• 7YP. .065 a uj o MD6. 2.113 �._2• ro 1.368 Z�Z 3.175 3.175 5 Q W E 3.675 1.429 1 1.429VENT TOP CORNER L JLA .500 1220 N to � 500 M _ zsos� ea MEETING RAIL FRAME TOP CORNER Ln 2.505 1.220 O E74 E2 3 Ld FLANGE FRAME SILL � 0W FLUSH FRAME SILL � :e � Ad .500 1.3011.301--y 1.043 h o s� 1.788 3 N M F065 52 0 M i 065 TMP• d Z z irP. Z 3 0 2.440 2.440 1.015 I 0 ,015 OO LOCK RAIL ! w U 1.0 .115 FRAME BOTTOM CORNER VENT BOTTOM CORNER A .743 • 2.195--y � 2.846 2.346 745 � r Eta FLANGE FRAME JAMB E3 FLUSH FRAME JAMB o j ! 1.892 .490 .120 065 1.043 .085 m 4-- � i m g � .705 .050 TMP. .705 .050 tYP. 1.015 +I • • • • • • • • a�� ffi o 864 .864 +�- EB HAND RAIL • • •• • • • • • � 'a � ffi E EBO Eg •• • • • • ••• • m ca m u 5/16' GLAZING BEAD O .700' GLAZING BEAD • • • • • • • • • c 1.449 1.395�{ Engr.JAVAD AH61AD .v u 1.395 1.450 ODUCT.180 PO 6 70592 elRcompl ng'6i theFlosida s iso • ••• • • f CAN.3538 'Building(`,ode . d- 1- _.293 • • • • • Aecepeence No ICJ �1Z.I� q L ,050 ,060-t 9 1,025 .065 1.015 •• S50 • • • •• • • E pirai abate & .065 • •• • • • • • gy 1.413 ••• • •• • •• • � - Dade Pr drawing no. O FLUSH FRAME COVER SCREW COVER E7 SASH RAIL Et0 FLANGE ADAPTOR sheet g of ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• •••• •• •• ••• • • • • �R MIAMUDADE MIAMI—DADE COUNTY =201 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.miamidadLgov/ecoiiomy CGI WINDOWS AND.DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This,NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or majgr;jl fails to perform in the accepted manner, the manufacturer will incur the expense of such testing andtile.A4HJ mU immediately revoke, modify, or suspend the use of such product or material witAkv lhatt•jurisdk4ion. RER .• reserves the right to revoke this acceptance, if it is determined by Miami-Dade(eanty pioduzct:Contrd..:. Section that this product or material fails to meet the requirements of the applicable bfttl tlg code.� :0000: This product is approved as described herein, and has been designed to comply Vftft.the FLd1-f 'd Puilditig� • Code, including the High Velocity Hurricane Zone. 00 • . • DESCRIPTION:Series"Sentinel 15011 Aluminum Sliding Glass Door wl wo.8Karcenfe.A .... APPROVAL DOCUMENT:Drawing No.W10--31 Rev L,titled Series"Senflhtf:50 Alum Sliding Glass •, Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 0r5/20/1b and2"Ufevised bh 01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dadq.Cojnty A;oduc;Conchae..: Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dn4g County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing and the max.allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed 1/z"at Head/jambs&%2"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the 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 NOA No.15-0619.06 MIAMI•DADE COUNTY Expiration Date: September 22,2020 Approval Date: April 28,2016 Page 1 MIAMI-DADE MIAMI—DADE COUNTY o 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.mismidade.govleconomv displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. sees 0000 666966 .. . 66.0 0000.0 g9 a sees.. sees.. sees.. sees sees . . sees Sege 60600 sees.. 6999 sees. .. .. .. . sees.. sees.. . . . . sees.. ....66 see sseee9 6e a see NOA No.15-0619.06 MIAM1•AADEC0UNNTY Expiration Date: September 22,2020 Approval Date: April 28,2016 Page 2 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WIO 31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al---Farooq Corporation, dated 05/20/10 and last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 .... 5) Cyclic Wind Pressure Loading per FBC,7;AS.2Q3-94••••• •••••• 6) Forced Entry Test,per FBC,TAS 202-94 " ' .'':'. •. along with marked—up drawings and installation diagram o� .••Z•• 1, Al•% 1GD NY7•••• Pockets & 135° and 90° corners, prepared by Architectural Tastin§, Inc.,.Test Repot'": No. D8502.01-450-18, dated 12/07/15 respectively, both signed w d seafed•bJoseph:•• A. Reed,P.E. ""'• "" ••••• 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading9Ae.*r.6 BC TA's 262-94•• 2) Large Missile Impact Test per FBC,TAS 201!.9; ....:. 3}Cyclic clic Wind Pressure Loadingper FBC TAS 203-94:• • p . . ...... along with marked up drawings and installation diagram of a fted7500P'W.N nyl • Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P. E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact.Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P.E. 4. Test reports on: 1)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 Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E--1 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS(continued) Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel,P.E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1}Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 .... 6)Forced Entry Test,per FBC 2411 3.2.1,TSS Z@Q -94 ••••• ••••;• along with marked—up drawings and installation diagram of 6-f dnelt Alum'MV w/ Pockets& OXXX,prepared by Certified Testing Laboratories.Vjt;Report%0. ••••• CTLA-3011-W& -W-1,dated May 22 &23,2014 respectively,both sigagd and :*of*: sealed by Ramesh Patel,P.E. • .... .... ..... (Note: These test reports have been revised by an addendum tMef 4ated M24414, '•'••• issued by Certified Testing lab.) •• •• •• • ••• (Submitted under previous NOA#14-0627.15) • . . . . ...... 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 2021940• see*** • 2)Uniform Static Air Pressure Test,Loading IM BC TA920t-94 • 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No. HTL-0080-1208-090,dated July 30,2010, signed and sealed by Vinu J. Abraham,P. E. (submitted under files#12- 0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD(OX) prepared by Architectural Testing,Inc.,Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA #13-1121.081#12-©821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5' Edition (2014), prepared by AI Farooq Corporation,dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. Jorge A PlasencIa,P.E. rotlnet Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-2 f CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Sentry Glas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company-(M4) "Saflex Clear and colored glass interlayer", dated 03/17/169.expNng on 05f T/21. 6••••• 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.r rnc. fog I ell.' . "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring;i f tff 16. 0• a • 0000.. 0000 0000 . . F. STATEMENTS •••• •••• ••••• 1. Statement letter of conformance to, complying with FBC 5*1'I1< lion (2010,and W no financial interest, dated 02/24/16,signed and sealed by Ja4.j j mad,l'.•F. 0 *000:0 2. Laboratory compliance statement,part of above referenced tett rdparts. 0 0 066600 606066 . . 0000.. G. OTHERS •• • 6••0 0 • 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors,Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. 3. Test proposal# 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda,P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA#14-11627.1 S) ZL­ Jorge M.PIasencia,P.E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-3 z, M 3 Y &�i N O m r I N L O O a c� 3 � � pNMr� yC_,Z jJ THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 160 ALUMINUM SLIDING GLASS 11008 A DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON ° DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. - _ tLAM INATED GLASS AND ° s THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •+ ••• • • • • • •• INATEDINSULATING GLASS a sREQUIREMENTS OFTHE 2014(5TH EDITION)FLORIDA BUILDING CODE INSTRUCTIONS: • • • • GE/SMALL MISSILE IMPACT G INCLUDING HIGH VELOCITY HURRICANE ZONE(0617). USE CHARTS AS Jo1LOWS.• •• r •g •• 1BY OR 28Y WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY DETERMINE DE ypy 1<AIN{�,'y��I R111 BASED• • • TO TRANSFER LOADS TO THE STRUCTURE. KER-1' ON KIND VELOL`TIY,BLOII.lIL70HT. ZONL • • •• ���p,O aFI� �� b ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS USING APPLICABLE ASCE 7 STANDARD. PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL.BE BEYOND WALL DRESSING OR STUCCO, DETERMINE DOOR CAPAGItt FROM TABLES ON SHEET 13 as eomplVtng with the Plorfda s ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 Bullding BoBde N:70582 , FOR THE G1AS E AND REINFORCING TO USE. NOT PART OF THIS APPROVAL. N •• • • • • NOA-No. 15-0618.08 A LOAD DURATION INCREASE R USED IN DESIGN OF ANCHORS INTO W000 ONLY. STEP 3 USING CHART`!ON SLIEST 15 SEIECT•WCYOR OPTION • • • WITH DESIGN MATING•TORE THANeDESSN IIDAD•SPECIF{FII • • • ExplraUon Data 09/22/2020 - } ''1('I k1 � drawing no, W STEP 1 118OVE. • • •• • • • •• • • OF W� ALL SHIMS TO BE HIGH IMPACT,NON-METALUC AND NON-COMPRESSIBLE. By ' �'• IaP,r'��. W10-31 MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL/METAL SCREWS,THAT ySTEP 4 THE LOWMIALUE NESULTING I**STEPS02 AND 3 •• • Mlam a e uct o o 'gs�® •�``` COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO SNORE SYSTEM- MAL sheet 1 of REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. III t •g• • • • • give • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 14• 3 TRACK HEAD ANCHORS 0 m 28213/18'MAX. 1e�7 n DOOR FRAME YADTH O HEAD ANCHORS 14"MAX. 2,3 OR 4 PAIRS HERO/SILL 0. 48 1/8' ANCHORS{I PAIRS AT STILE ENDS SEE SHEET 15 Ai HEAD/SILL/.IAMBS 6'MAX. fi3 M NOM. PANEL WID711 AT 3"O.C. 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TYP. iii v n m M 9d i rrj{ W ii33 D D I F • ••• • • • • • 0 x g• 8•I 6" E •i i 8' 8' i•i • 8• 8" F'-^I t1 1 It 8" 8' we1110.US1FR • (1)VW CLUSTER (x)WEEP ausm+ (2)WEP CLUSTER (x)VEfP USIER••• l� �ISTFR• • •R)NEEP (Q Wap aUSIFR �4' �aeHsffi �0 TYPICAL EI ENATION PRODUCT REVISED _ uscomp with the Florida No 0582. TESTS UWT•• • • • • Bullding Code • • • • • • • • • • BOA-No. 15.0618.06 �y�Ilp' • • • • • • • • • • �` drawing no. 6xpiratlon Bate oBI22/2020 8 reOF 1.Q HEI OOOjt FRAML•HL>kit1T- 9 1 fyt • By ` W10— HE, D.. .WID H = NOM.'QAI4EL N�bTH -- 6"•• • Mlam-gp Produet antro 'r,/CP1A1-�1t�� sheet 2 of 28 PANEL HEIGHT DOOR FRAME HEIGHT-1 3/16 / +rl Itt • •• •• • • • •• •• �U s 6" 3° TYP. 2 TRACK of HEAD ANCHORS Z 3 180 9/18"MAX. Q�t DOOR FRAME WIDTH O�. ANCHORS IN PAPS HEAD ANCHORS FIEAOf HFAD/SILL/JAMBS WX A7 2.3 OR 4 PAIRS Q°'O AT STILE ENDS SEE SHEEP 15 8•MAX AT 3'D.C. $7 SEE CHART ON SHEET 15 HEAD/SILL 0 1 1366° FALSE MUNTIN CORNERS o MIN. OPTIONAL Al _ C1 l FOR CAPACITY A CCCC 1 1 VF. � 11 j 14 I �I li I --� 7o G 1 li II H J 1 FOR 2 POINT 42 1/8" 42 1/8 1111, 1d1 SINGLE LOCK DL OPG. D.L. OPG. I x e w ===T====T==- SEE SHEET 24 I y iu o I 11 FOR DESCRIPTION j m O�r I' J` 1 -- m SILL TYPE 02 ANCHORS 48 1/8' POCKET , 2 TRACK rc 2,3 OR 4 PARS 48 1/8° AT STILE ENDS PANEL WIDTH JAMB ANCHORS JAMB ANCHORS in AT PANEL WIDTH $ SEE CHART SHEET 15 FOR CAPACITY o lag I2 TRACKg SILL ANCHORS m T 14" 3' 8 n g MAX TYP. D.L.OPENING o •• •• • • • • •• 0.L0 HEIGHT DOOR FRAME HEIGHT - 9 11/18" 'm D.LO.WIDTH NOM. PANEL WIDTH-V •�°c B1 �� •• PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/16" • • f e. a. a. e. a. •• ••a• g• •• • e •• �J`yP .p4f1._�4i 8 0)owcon D)rasaww (a+rmausla 011mamn PRODUCTREVI8ED as aom 1 ing with the Florida : 'R as ii n Bu1lding Coda NOA-No. 15-0919.00 No. 0592 (TEs7ED UNIT) • ••• • • • • _ {1. (,,��.•Gv= � & 8 TYPICAL ELEVATION a 0 ,0 0 0 : Expiration oats 09/22/2020 •gip• drowtnq no, Mlaml- rodue Control REFER TO PAGES 14, 15, 17 & 18 F R WE SIZE.r• • •• • rs�OPdA1.�� �` r rl 11 111 1 sheet 3 of 28 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. �lu a 14• EXTERIOR EXTERIOR 3 TRACK HEAD ANCHORS MAX. 149 5/16" 146 9/16' 97 3/4" • TH DOOR FRAME YAOTH DOOR FRAME%ID DOOR FRAME WIDTH RJ��- HEAD ANCHORS 14"MAX. HEAD ANCHORS R�t1 ANCHORS IN PAIRS 2,3 OR 4 PAIRS AT CORNER STILE ENDS 6' FALSE MUNRN HEAD/SILL 2 OR 4 PAIRS OPTIONAL 40 1/B' AT HFAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 SEE CHART ON SHEET 15 HEM Q NOM.PANEL WIDTH AT 3'O.C. 1 5 FOR CAPACITY SILL 1 13/16' SV7 p _ - g SEE CHART ON SHEET 15- CORNERS C e FOR CAPACITY MIN. 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DESIGN LOADS TO *60.0 PSF F �N PRODUCT REVISED Q $ as cpi I�gwilh he Plorda 6D0 18.0618.08NOA-No. A Fw] y XXX(SHOWN) © 0 EXTERIOR O © Rxphatlon Date 08/22/2020 $ V1 oxx 0819 xxo XXX(REVERSE) Mlam- e roucf Contral A6 DOOR FRAME WIDTH FRAME WIDTH 0 ti m x NON-REINF.INTERLOCKS {QL• �$Q F SEE CHART ON SHEET 13 li VI_4 Q CL L J1 H xxxxXx(SHOWN) 0 0 o OXXXXO EXTERIOR 90'CORNER ouxt.'0'ON SHEET 21 N0.11.PANEL WIDTH O t 139'CORNER DETAIL'P'ON SHEET 21O W OPTIONAL.IN LIEU OF A O DOOR FRAME WIDTH FRAME WIDTH_ rq PANEL WIDTH 53 N M v00� M u� O H J H g S O ?{ t KST 222555 XXXXXX(SHOWN) © EXTERIOR ff11 u Q SO'CORNEA OETATL b'ON SHEET 22 NON-REINF.INTERLOCKS 13W CORNER DETAIL'P'ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH FRAME WIDTH cc111 PANEL WIDTH _ 59 CI . 0 H J H LJ XXXXXO(SHOWN) EXTERIOR Q • ••• ¢D• • •• • •® Oxxxxo LII r r o W t&*R OERJL•V OR SHU9 220 •• • ` A, 135'CORNER DETAR.'P'ON SHEET 22 NON-REINF.INTERLOCKS SEE CHART ON SHEET 13 ��1ay&•"'0O OPTIONAL IN UEU OF-A .70592 NOTE: • •'�N•tt• • • • • I 1 q}^ y APPROVED CONFIGURATIONS 1. CONFIGURATIO:S S4WN FOR=LLLgTPZIO:PURP4SEjOttY. - NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLOBLE NT1 REIRFORGt1;01;RE�NFQRCEDnSIGN PRESSURES SEE SHEET 13. SOF :'�`� drowing9 na. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS • i •''RtORIOF;. .�y����. W10-31 3. FOR ANCIIf)+i A)ETAIIf&SEE SHi liTS 15 IiHRU 23.•• • ��`�s AL���` THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. N 1 T (sheet $oT28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DooR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v U ANEL WIDTHNON-REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n ` SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 I r-- ARE PRESENT. yr H FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF r I PRODUCT REVISED a 1 I as comp1 In with the Florida y BuIldinCoda i 1 ; ."0A,-N. 16-0618.06 Expiration Date 09/2212020 D ® OH E RIOR HO © H PXXX(SHOWN) By Om _--_ XXXP Miam- Product onlrol QQ 17 DOOR FRAME WIDTH DOOR FRAME WIDTH QaA�a"p 0 L WIDTH NON-RDNF.INTERLOCKS 0 ON SHEET 13 r !L .r QCi rs H6 01 It M M I I I U PXXXXXXP(SHOWN) ® O EXTERIOR O O O O O S c a 80'CORNER DETAIL'0'ON SHEET 22 136 CORNER DETAIL'P'ON SHEET 22 O 4 OPTIONAL IN LIEU OF J 0 L'• DOOR FRAME WIDTH a 4 DOOR FRAME WIDTH NON-REINF.INTERLOCKS c SEE CHART ON SHEET 13 b n N "R� 3NM 1 li^ O— o i M K 1 I PXXXXXX(SHOWN) O O EXTERIOR O 80' CORNER DOL'0'ON SHEET 22 O PANEL WIDTH XXXXXXP POCKET CAVITY NOT BY CCI 13T CORNER DETAIL'P'ON SHEET 22 g N0T PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH _ o $ DOOR FRAME WIDTH NON--REWF.INTERLOCKS 1 a` SEE CHART ON SHEET 13 -F I H J 0__ i yy�A I . 452UPTL N01 PXXXXXO(SHOWN) EX RIOR • •• P 22 O PANEL WIDTH O wO�'�11 //�•r�� DXXXXXP 136'CORNER DETAIL'P'ON SHEET 22 F ..' �Yo� APPROVED CONFIGURATIONS OPTIONAL IN LIEU OF J U P ••, g 1 POCKETED DOORS (NON-REINFORCED SHOWN • ••• • • • • N.70582 U ) NOTE: '���"" 'G}' SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN TOR ILLU%RASlON�U OSES ONIIT. Lt M1� THREE (3) TRACKS 2. FOR APPLICA61SIJON RfkORIED A:tElfFOCCEIrDESACPItSS:IRES SEE SHEET 13. A1TEop �^ Browing no. 3. FOR ANCHOR'llMtS SEt SHEETS61E THRU•23. •• POCKETS ARE NOT PART OF THIS APPROVAL �issj�lVAb���i AND TO BE REVIEWED BY AIM. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER TBC. / I 11 1 sheet B of 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DR FRAME W. FRAME STH FAREPRIESENT. PROVAL QUALIFIES DOORS WITH APPROVED RATIONS SHOWN WITH 90' AND 135' CORNERS M REINF.INTERLOCKS STILE CONFIGURATIONS SHOWN ON SHEET 22 ,tr SEE C TON SHEEP 13 _ Z1E K ORS USING 90' & 135' CORNER STILESX. DESIGN LOADS TO *60.0 PSF �." I Ilq G WW ®j O EXTERIOR XO(SHOWN) V OX d DDDR FRAME W MAX.FRAME WIDTH REINF.INTERLOCKS Ila SEE CHART ON SHEET 13 D71"Z .s K1 m L1 ©j rERIORE"XT O r L7 XX Ed } g8 X 3/4'SMS DOOR FRAME WIDTH AT 24"O.C. MAX.FRAAdE WIDTH D�r77 gi 1 0NM� � N $$J { �o_g 8 G _ Q J1 1 QH EXT£RIO G1 00'CORNER DETAIL'O'ON SHEET 22 OXO(SHOWN) 135'CORNER DETAIL'P'ON SHEET 22 OXO(REVERSE) OPTIONAL IN UEU OF J1 MAX.FRAME WIDTH 01 1 DOOR FRAME WI_ D T� c� REWF.INTERLOCKS SEE CHART ON SHEET 13 PRODUCTREVISED „�� Bui omp%ingodewlth the Flo Ida H H NOA-No. 7S-OB1$.08 c JI -- Is Expiration Dat 0812212020 d r s 7 13Y o m 0 • Mtam a Product ontro $ Gt 0 EXTERIOR Jt • • • • • • L^J• ri o •• • • •• • • •• 111 1 1 �/ OXXO 90'CORNER DEEAO.'0'ON SHEEM22 XXXX(SIMtIAR) f35'CORNER WAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF 0 I • ••• • • • ` No,70582 gPPR�vFn ONfIOURATIONS NOTE: • • • •'*•*.' ... U • • • LY �'/Lr'� ; NON—POCKETED DOORS (NON-REINFORCED SHOWN) 1. CONFIGURRATIONS 9NOWN•fOR y.yTST�ATIgN E RA4S�S �! • ATEOF drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2, FOR APF:W.SLE CM REINFgpcfD CR•REINFORCEDODEOG •PRESSURES SEE SHEET 13. W10-31 ' '� ,taaWP.� 3. FOR ANCHOR DETAILS SEE SHEETS 15 7HRU 23, i". AL � sheet 7 of 28 TWO ?� TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. t 1111v1% • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �- DOOR POCKET CAVITY NOT BY CGI DOOR FRAME WIDTH FRA��ME . NOT PART OF THIS NOA DOOR FRAME W. NON-REINF.INTERLOCKS I DOOR FRAME WIDTH SEE CHART ON SHEET 13 Z 1 - J r- I W 1 it q y fT U I � H �G J. t) I Y Q gy� $Cup 1 Oto iu- Ig _._ ael"� QQ I to aQ Ia i (SGS u Z3 is M K L _ Y M t,. r.E7R1RQ L1 N �____ ® R pig EXTERIOR ®1 L---- PX(SHOWN) PXX(SHOWN) XP XXP THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 rc CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS p�I WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22Ilm IL ARE PRESENT. I, FOR DOORS USING 90' & 135' CORNER STILES y DOOR FRAME W DOOR FRAME WIDTH _ LIMIT MAX. DESIGN LOADS TO t8D.0 PSF 4 �� NOTE: 1 J7 I I 1. CONFIGURATIONS.SHOWN FOR ILLUSTRATION PURPOSES ONLY. ti o { i x i 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. g oL( 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. g ui M M j g__ --J 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. o EXTERIOR L---- PXXP90'CORNER DEUO.'0'ON SHEET 22 LL 135'CORNER DETAIL'P'ON SHEET 22 O tF OPTIONAL IN LIEU OF Jt N U) 3 NM DOOR FRAME WIDTH [Z ^ DOOR FRAME WIDTH NON-RFINF.INTERLOCKS SEE CHART ON SHEET 13 p�vy F I m I v J �I ISL - �f � _ � 1 � �--- 0 0 EXTERIOR Q Q L--- 90'CORNER DETAIL'0'ON SHEET 22 o K t5 PXXXXP 135•CORNER DETAR'P'ON SHEET 22 &8 OPTIONAL 1N LIEU OF J1 NT T?1 DOOR FRAME WIDTH E DOOR FRAME WIDTH NON-REINF.INTERLOCKS -_i SE CHART ON SHEET 13 6i 9— c �s r.qqtt r.__ LO�85 1 H H I • • • • • a o a J I - • • • • POCKETS ARE NOT PART OF THIS APPROVAL m� I •• • • •• •• AND TO BE REVIEWED BY AHJ. 1 111 I o I O O EXTERIOR QJ � PRODUCT REVISED `♦ r'150EN6(••.,. L_-- 90'CORNER DETAIL'O'ON SHEET 22 as compiling with the Florida PXXXX(SHOWN) f3S CORK pEf�R P'ON SHEET 22 gullding Code No.708112 $ OPTIONAL IN[IEU`DT ft • • • • NOA-No. 15-0618.06 `.�:• ){r= $ b PXXXO • • • • • • • • • • XXXXP • • • • • • • • • • BxplratlonDate08122l2020 t t � drawing no. OXXXP • • • •• • • • •• • • a THOF APPROVED GONF-IOURATIONS �i •.,Fx OP ,e�; W10-31 • •• • �• • • • • BY , lig,,••' POCKETED DOORS (NON-REINFORCED SHOWN) ••• • •• • •• • Miam ads Product Centroro♦♦ SEE SHEET 13 FOR Op AND REINFORCING OPTIONS ! IAL 1\ sheet 8 Of Q$ TWO (2) TRACKS ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i, THIS APPROVAL QUALIFIES DOORS WITH APPROVED LU u CONFIGURATIONS SHOWN WITH 90' AND 13V CORNERS M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 to ARE PRESENT. Z m j FOR DOORS USING 90' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH FRAME WIDTH NOM.PANEL WIDTH SEE INTERLOCKS CHART ON 13 a � H w H o O i N xxxx(SHOWN) 3 Oxxx XXXIO XXXX(REVERSE) © Q EXTERIOR O Q EVul O � a $� to MM�i6 DOOR FRAME WIDTH FRAME{ NON-REINF.INTERLOCKS 0 M r� SYMA ET 13 C Z w H H J7 H H U S xxxxxxxX(SHOWN) s OXXXXXXO O O H� EXTERIOR Q J1 OHIS © 1 90'CORNER DETAIL'O'ON SHEET 22 NOM.PAN 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL W LIEU OF J1 4 M m n • • •• • • • • • PRODUCT REVISED • •• • • • • ••• • ae Nom yIn with the Florida • • • • • • • suiT..11 Code • I I o Il •• ••• ••• • • • •• NOA-No. 18.0618.06 `�X11 Ali�yyr Expiration pate 09/2212020 sg' O i 92 NOTE: • ••• • • • • Mlam/P a Produc Contra _ 7� •.1 tp 3 APPROVED CONVIOUR-IONS 1. CONFIGURAAONB SHOWN FOR lo iL.USTRI�IOJ:-PURPgtE40N=Y• �`JJK�(� ` NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR ADPL LE NO FJRFORCt(P.01CR4FdRCED*DESIGR PRESSURES SEE SHEET 13. T TEOF drawing no. SEE SHEET 33 FOR Op AND REINFORCING OPTIONS • • • • - R.O.'.'•. W10-31 3. FOR ANCHOR EETAILS SEE SWANS 15 TNRU 23.•• • , S "'•••' `LvyC�,, sheet 9 of 28 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, 1111TH ` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 V 9 _ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT, z m FOR DOORS USING 90' dr 135• CORNER STILES F °� LIMIT MAX. 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SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR'bETAILS•SEE SHE&f 15 THRU 23. •• • i � 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. `S'S/QN��ry �� FOUR (41 TRACKS 1 III sheet 10 of 28 • • • • • • • • • •• w• ••• • •• •• ••• • • ••• • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS to M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF P fag �� g DOOR FRAME WIDTH m DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF.INTERLOCKS yGGG{711 h SEE CHART ON S 13 a H I 13 GQ� K IJ iii' 8X 1 M t 1 � n XPXXXX XXXP(SHOWN) OM HO EXTERIOR O M LL FRAME WIDTH G NOM.PANEL WIDTH NON-REINF.INTERLOCKS O n DOOR FRAME WIDTH SEE CHART ON SHEET 13 v; TC N r- v 1 tY.ia Fd $ H &- H $ tT.t I,�c g 1 V O fi 1 PXXXXXXXXP (SHOWN) M H H H J H H M O O O O O O EXTERIOR � H� Q � W CORNER DETAIL'0'ON SHEET 22 136'CORNER DETAIL'P'ON SHEET 22 O �j OPTIONAL IN UEU OF J a M o •• 00:• • • • • • •• PRODUCT REVISED m S • • • • • • • as com 1 Ing with the Florida • • •• • • • • • Building Coda • •• • • • • ••• • NOA-No. 16.0619.06 ••• 000 ••• ••• • • ••• Expiration Date 09(2212020 ,♦♦♦♦T�1r�III IA� `' o APPROVED CONFIGURATIONS Mia ,,♦ l"'JOENss _ ie Product Contro POCKETED DOOR5 (NON-REINFORCED SHOWN) NOTE: • ••• • • • • _ . 0682 SEE SHEET 13 FOR Op AND REINFORCING OPTIONS • • • • • • • • • _ 1d 1. CONFIGURATIONS SHOWN FOR dU_OW'TF4TIC: PURP3SE$Ot�Y.• 1y+�� r_---� 2. FOR APPLE N�RESIFORtj 0:RONF&CEO.ItSI jI ITESSURES SEE SHEET 13. T Op drawing no. FOUR (4) TR&CKS i ,(ORIDP,: 3. FOR ANCRQh•DETAIlS SEE Shee1S 15 fHRU 23.•• • � y. (� � W10-31 AND ET BEMRETOT PART BYO jiTHIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG. 1ALfG�♦♦♦♦ sheat)-1-f 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED IeN - CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERSWHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Y. ^gg FOR DOORS USING 90' & 135' CORNER STILES ° q W LIMIT MAX. DESIGN LOADS TO t60,0 PSF g yy 3 71 a o U got FRAME WIDTH 01 NOM.PANEL WIDTHCKS SEE CHART ON SHEET 13 YY� DOOR FRAME WIDTH _ r-- 71Ar'•-- 1 O 2t H Iv ; t�'c,� H H ° i sM I 0 M L PXXXXXXXX(SHOWN) O O OH OH Q OH EXTERIOR 0 0 XXXXXXXXP C OXXXXXXXP POCKET CAVITY NOT BY CGI 90'CORNER DETAIL'0'ON SHEET 22 0 N o NOT PART OF THIS NOA 135 CORNER DEWL'P'ON SHEET 22 3 N OPTIONAL IN UEU OF J O 30 FRAME WIDTH _ NON-REINF.INTERLOCKS U O X NOM. PANEL WIDTH SEE CHART ON SHEET 13 r---J� DOOR FRAME WIDTH j _ 1 rS j YH I& 1 g d-+H H CH H l a O g E la EXTERIOR O O PXXXXXXXO(SHOWN) SW CORNER DETAIL'0'ON SHEET 22 135 CORNER DETAIL'PON SHEET 22 •• ••• • • •- •OPTNNAI.(•t"OF J 5 • • • • • • • • • PRODUCT REVISED •• •• ••• • • ••• •• as comety12 with the Florida o Building Code • • • • • • • • • NDA-No. 15.0519.08 •• ••• •e • • • •• AU dlp�go_�� c Expiration Date 0912212020 �•� mss•., APPROVED CONFICIURATIONS POGKE7ED, DOORS (NON-REINFORCED SHOWN) NOTE. Miami- a Product ontrol - 0.70682 o a SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS • *00 • • • • t'A' v '6 I. CONFIGURATIOM SH@WN FOR�.LU:R X10 W PURPOSES:ONV. POUR fig:) TRACK 2. FOR APPLIC4PIE NOy REIyFORCFj('AREI�IFCNCED pGA PPESSURES SEE SHEET 13. 8 OF drawing 9 no. • • • oRio!• �� 3. FOR ANC pp ip1ETA(''!!SEE SHpS�TTs'15•T I�tt 23. �• C9�� W10-31 POCKETS ARE NOT PART OF THIS APPROVAL L • `� •i •• • �S`S®�A`fGl�Ap AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER TBC. illi jt1 sheat 12of 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN WAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS 7•l V OLABS TYPES GLASS TYPES M1 A'&'A1' $'&'B1' �, I 0 NOV. am WIR OF INTERLACES INTERLOCKS z 3 PAWL WWH FRWE H16Y11 PAMW/O REINR. 1711'8 RE[NF. I Q q Wm rtc5w ALMO cIl 1" 24-1/8 10 6010 1 80.0 90.0 BOA 0. is 30-1/8 10 BOA 1 60.0 80.0 80,0 �+ 38-1/8 10 It" 60.0 8010 80.0 ... 80 NOM.PANEL WIDTH 42-1/8 10 60.0 60.0 1 80.0 80.0 48-1/8 t0 60.0 60.0 90.0 80.0 n r 01 LL 54-1/e 1 D 83.3 53.3 71.1 71.1 --- 7VVVL jpp h 24-1/8 10 6010 60.0 [-.Oo 80.0 ppp p w tJe 16 60.0 6010 80.0 NOM,PANEL WIDTH Ti g 36-1/B 16 60.0 6010 BOA 42-1/8 84 10 00.0 6010 80.0 z r3 48-1/8 10 80.0 HOA 90.0 Q N 84-1/8 6 83.3 53.3 71.1 li 2:p{p 24-1/8 10 80.0 BOA80.030-t/8 10 60.0 600 . 80.0 NOM.PANEL WIDTH TT 36-1/8 8o 10 611.0 80.0 60.0 80.0 42-1/E 10 6010 BOA 80.0 90.0 46-1/8 9 OLD 60.0 80.0 80.0 24-1/8 10 6010 60.0 ado 8Qo C 30-1/8 t0 00.0 60.0 Boo 80.0 3b-1/8 96 10 00.0 80.0 90.0 Bao 42-1/a to 6010 60.0 48-1J8 8 BOA 80.0 80.0 ado "PANEL. ff� 0 Lu GLASS TYPES FJf V�il gid'' 'A','D','At'.'EI' s r INTERLOCKS �n m WITH REINF. � 3NMm 24-1/8 10 - - BOA 60.0 id r 30-1/a t0 - - 60.0 1 60.0 APPLICABLE FBC EGRESSRUIREMENTS TO 36-1/e 102 t0 -_ Bd0 80.0 REVE1aEWED BY AFW.BE 42-1/s to - 60.0 80.0 98-1/8 10 80.0 60.0 S`` 54-1/8 8 54.4 84.4 24-1/8 ID _ _ 60.0 60.0 30-1/8 10 - - 60.0 60.0 38-1/8 10 1 - - 60.0 60.0 ' 42-1/8 IDe 10 - BOA 60.0 481/8 10 - 60.0 60.0 gg 63-1/6 D 54.4 84.4 0 Hg 24-1/8 t0 - - 60.o 60.0 C fi. 30-1/8 to - - 60.0 "0 36-1/8 114 to 8010 60.0 42-1/8 10 60.0 1 60.0 48-1/8 B - 60.0 60.o NOTE: 4 24-1/11 to - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE a o d 3o-1/e ao.o 60.0 •• • • • • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) a s a Io - eo.o DECLARATORY STATEMENT DCA05-DEC-219 Bap • • • • • • • AND FLORIDA BUILDING COMMISSION O_ 3s 1/ 12o x 42-1/a 10 Boo o • • •• • • • • • 48-1/8 9 - - 60.0 60.0 • • • ••• •• 'O • • •• • • • •• ♦ .fi 7777 r PRODUCT REVISED 1 a n a n ita oomplYing with the Florldo 0.70592 • • NOA-No. CCOUdo 15.0019.06 • • • • • • • • Expiration - lfI(+) 1 • • • • • '• • • • • P �6' drawing no. SILL RISER ITEMS E8 OR E8.1 A�Ra ER OUIR®i'OR LOADS • • • •• • • BY r i •••'•. ORto: \``` ABOVE +BOA PSF ONLY. ••• • •• • •• • Mtaml- a roduat Control C9��� W1 0-31 INTERLOCKS ItrreRwces /Oi(Vilfill. Ahbet 13 Dr 28 0 I REINF. WITH REINF. _ • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 r 3/16'ANN,GLASS 3/16'ANN.GLASS 075'Interlayer 075'Intorloyer Sollex GP Wilk PET Core Soflex CP With PET Core By'Eastman Chemical Co.' BOR'Easlrnan Chemical Co.' OR y� Z ° 090'Interlayer 090"Interlayer k q Sorex Clear And Color Claes Sallax Clear And Color Glass R•Eastman Chemical Co.' By'Eastman Chemlcol Co.' OL(G ppp Qi 090'Interlayer 090"Inlarloyor IOR 3/8'AIR SPACE SentryGlos SenIKures By'Kuroroy America,Inc.' By'Kuroroy Americo.Inc.' OR a 0 090'Interlayer 3/18'TEMP.CLASS 090'Inteyer rla Bulacite PVB Bulacite PVB V By Kuroroy Americo,Inc.' By'Kuraray America, Inc.' 3/16'HEAT STREWD GLASS 3/16'HEAT STREWD GLASS O a d3 01a1 SILICONE SILICONE y GE SCS 1200 GE SCS 1200 DOW CORNING 899 DOW CORNING 809 {L DOW CORNING 995 3 DOW CORNING 995 - g XL EDGE SPACER Ml d MI 11 ST.STEEL BY'CARDINAL' O ro n OR DURASEALBY'QUANEK' y it y 4 1 OR m 9 1 SETTING BLOCKS ai I SUMER SPACER BY'QUANEX' U evI W AT 1/4 POINTS ON LIES O g G 1 L DER THAN 36' W1 SETTING BLOCKSEPOM n \ DUROMETER 8515 AT 1/4 POINTS ALL SIZES 01 EPDMF OUROMETER 8515 � Q GLASS TYPE 'A' GLASS TYPE 'Al' c 7/1V OVERALL LAM. CLASS 1"OVERALL INSUL IAM.GLASS O N o In m 3/16"HEAT STREWD CLASS 3/16`HEAT STREN'0 GLASS O r•l '.' C $� 075'Interlayyer 075'Into[oyer Z Sollex CP Wlth PET Core Saflex CP With PET Core By,Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 090"Interlayer .090'Inlerloyer !11!! Sell"Clear And Color Gloss Sallex Clear And Color Glass O By'Eastman Chemical Cc: Eastman Chemical Co.' OR % .090'Inlerloyer 318"AIR SPACE 090'Interlayer SentryGias Sent Aaa 0111 'Kuroroy America.Inc.' Oy Kuraroy America,Inc.' 090'Inlerloyer 3/16"TEMP.GLASS 090'Worley- c o Butacite PVB Buladte PVB O By'Kuroroy Americo,Inc.' By'Kuroroy America.Ins: ` C 3/16'HEAT SIREN-0 CLASS 3/16'HEAT STREWD CLASS a $$ SILICONE SILICONE u GE SCS 1200 GE SCS 1200 DOW CORNING 899 m DOW CORNING 899 m z m DOW CORNING 995 DOW CORNING 995 a" 0a�?"a M1 i MI 1 1 1 • •••XL�AcF�SPAC€R • •• li M 1I SETTING BLOCKS ro u I' 1 • •QR�fS� B� C�ROIfL'• • I' AT 1/4 POINTS ON LUTES 1 ;r • ••DUWAZ B�'gijANt�'•• •• i WIOER THAN 36" EPOM Q.j • •OR • • • • • • 1 til o p DUIROMErER 8615 O •• •••SUf;E��PACEP•BY'�ANT�I' •• �+ L r ,...., PRODUCT REVISED DENO 1 1 SETTING BLOCKS ' AT 1/4 POINTS ALL SIZES Building lyong with the FloridaFld NOA-No. d 15.0619.06 o'7G6e2 W EPOM . ••WIROMETER6515 • • • • • • • • • • • • • Fxpiration Data 09/22/2020 •, ,• • • • • • • • • �/��+�' `' drawing no, GLASS TYPE 'H' GLASS TYBE Hl• • •• • • • •• • • By sTATBQF 7/16'OVERALL IAM.CLASS I'OVERALL INSOL.LAM.GLAY Mia - d Pr eat Ca rot '' 'A<OR.OP, U, �� W10-31 ••• • •• • •• • � ............ GLAZING OPTIONS / ,11 + sheet 14 of 28 • • • • •0• • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL.ANCHORS TYPICAL.ANCHORS 3 KSI IN CLUSTERS 28Y WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS AT MIO.STILE AT MTO.STILE ATt1AT0.STILE INBLUSTERS METAL STRUCTURES AY M CONCR�T'E- &INTERLOCK ENQS SEE NOTE$HEFT 1 $ INTERLOCK ANDS &IMERLOCi(ENDS AT MTC,STILE SEE SPEC'BELOW 3 KSI . E CNAR7 IIA'1'J000 BUCKS SEE CHART &INERSEE CHART Y. �/ ": a •SE SEE NOTE SHEET 1 EOOE tS�. •';FORT0 .. CONCRETE FOR Q1IMjTIFIES ��OIST. 'j 6/�". - FOR OVANI(RES FOR QUANTITIES ($ q T 5 4 ••e EDGE dI•. 4•..°3 5/8's ~i3�'ON$CRETEEIIGE J 6/B° P 01ST. 0 Twlt Q W �7 ANCHOR TYPE A :N mv=i ANCHOR TYPE A '4.1 ANCHOR TYPE 0 i4 iT4 ANCHOR TYPE C � bt aryry(gpc Q Q INTO 2BY WOOD BUCKS THRU 1.BY VMOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INFO MEi�tl.STRUCTURES o p OR WOOD STRUCTURES INTO 3 KSI CONCRETE OR APPROVED MULLIONS a 3 DESIGN LOAD CAPACITY P81=(ANOHORd)- k11 QUA 1G READ aNcxops $tt4 AricttoR6 [WOODBUCKS ANO METAL STRUCTU11, BY CCI WINDOWS INSTALlAT10N CONDITIONS SHOWN APPLY TOS A,H k c) (TYPE EEj SUSTAIN LOADS IMPOSED BY SYSTEM AND. BOTH 2 TRACKAND3 TAACN SYSTEMS WITHTYPICAL ANCHORS: SEE FAEY,FOR$PACINGfER THEM TO THE BUILDING E. SIO.FRAME HFAD AND SILL. 1Q 8�$ SRl:A6tFALOCK E110.4 SRE/NIFAIOQ{0105 Itou eaoa 4 0 e 4 a S. ('- - - - -- _-AT'HEAD- - - '-' -lam .- - `. - AT 7AM85- - '-' - - � 4 Ln TRACON 'A 'ELCO' Fu-177 KSI.F 155 K51) TYPE'A- 1/d"CIA,Ln TRACON BY'ELCO'. (ru-177 x61."55 HSI) PIN4 mom HDWa EXT.(+)t'xl'.(+)eV.(+) LXf.(+)ou.(+)'Gxc(+) TYPE'A'- 1/a ��/ ( 9= crcxp 6xKL9 IKI'- IRr.- IHr,- 6n.- ll"- 64r -D-IRU'1BY-BUQKS INTO CONCRETE I I INTO 28Y WOOD SUCKS OR WOOD-STRUCTURES 00,0 _ _ C u' 30-t/8 BOA - - '80.0 _ 1=1/4"MIN.EMBED INTO CONCRETE I-1/2°MW.PFslETRA7ION INTO W000 36-i/e Bo.0' +'- - 76.2 60,0 - I T14AIJ 2BY BUCKS INTO CONCRETE I THRU 18Y BUCKS INTO CONO,OR MASONRY I "' 42-1/a 62 72.4 eao 99.7 60.0 - 1/2"ON,ItME19b 114.0 CONCRETE )-1/4'ON. EMBED INTO•CONIC.OR MASONRY. U 48-i/a 66.8 &LO - 93.4 BOA 64�t/6 52.8 80.0 - 694 80.0 Me I TYPE'B'- „),!d'X 3^'(/4'ULTRACON t1Y'ELCO'(Fu-177•K.4,F7-155 K50 �!TYPE'B'- 1/4"DLA. ULTR4CON BY'ELC-O' (Fu-777 K61,F7-160 K51) ' Q 24-1/8 80.o - - 60.0 - - DIRECTLY INTO CONCRETE. DIRECTLY INTO GONG.OR MASONRY D-I v I'• 30-1/a 80.0, - - 90.0 - I 2"MIN,EMBED I� 1-1/4'MIN.EMBED INTO CONIC.OR MASONRY I o 3b-1/8 76.8 80.0 - 71.6 AO.G - j n m -42-t/6 84 67.8 90.0 64.3 Bao TYPE'C'- 114"D a F ORI IND SCREWS (0mat a cm) TYPE 'C'^ ,)./4'OLA.SELF DRILLING SCREWS (MtADE 5 CRS) yl a 1 46-1/8 62.3 eaa - aee 6ao mo I INTO MIAMI-DADE COUNTY APPROVED MULLIONS(1/8'THK.ON.) I INTO OAMI-OADE COUNTY APPROVED MULLIONS(1/8'THK. MIN.) I 0 M n 54-1/8 68.4 -80.0 80.0 99.3 boo eao INTO METAL STRUCTURES' i INTO}METAL STRUCTURES 24.-t/8 e012 - 60.0 - I STPEL: I/e T6t f.MIN.(1'`y=38 KSI MIN.) �1 BTEEL: 1/6'THK. ON. (Fy- 36 KSI MIN.) 3Q-1/8 79.7 60.0 76.6 60.0 - ALUMIN : 1/8 THK. MUT.(6083-75 MIN.) I ALtMNUM; 1/8'THK:MIN!(6,063-TS MW.) o-- .T6-1/8 9q 692 ob - 65.6 eao - STEEL IN CONTACT WITH ALUMINUM TO BE PLATED.'OR PAINTED) (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 42-t/8 61.9 80.0 .._- 58.7 80.0 60_0 L- -_ (_ - - a- - - - --- �L- - - - - - ___. _, .- - - �- 48-1/8 88.1 a" 80.0 63.7. 60.0 .60.0 - -AT SILL - - - - AN ti EDGE DIM C z4-1/8 80.0 - - BOA - -_ FTM 4'D14 ULTRACON BY'ELGO' (Fu-177 KSi.F 155 K50 INTO CONCRETE.OR MASONRY-2-1/2',MW. '3o-1/a 73.8 60.0 - 69.0 60.0 ' "' 'BZ'-•T•/ (°- Y- INTO WOOD STRUCTURE-1'MIN. Awv- 30�t/a ss 63.9 eo.0 - ea.e a0.0 - DIRECTLY UITQ CONCRETE WTO METAL STRUCTURE-3/d'MW. azul/s si.o aoo 'eo.o a4.o 60.0 'eo.13 - 1-3/4*MIN,. EMBED INTO CrONCRETE- - - - WOOb AT HEAD OR-JAMBS SO v O�B6 MO(. 48-1/8 5iA 770 6ao 49.3 7a.9 8b.0 CONCRETE Al NEM.SILL 0k JA)IBS i'a o SOOO PSI MW. 24-1/8 '00.0 - - 60.0 - - NOTE: .0-90 HQLLOW ta.BLOCK AT JAMBS.('rp--20M PSI M.1N. I: 30-1/8 60.6 " - 0.0 - - ANCHOR CAPACITIES LISTED ON THIS SILL RISERS - O t�t'S5 38-d/a om;l 80.0 'eo.0 mu 6o.0 60.o SKEET TO 8E'USED IN.COKJUNCTION rrr,SEE SHEETS 44, 13, 17&.1'B FOR OPTIONAL SILL DETAILS g a2-1/e 102 62.7 60:0 60.0 amo 80,0 soo WITH.GLASS CHARTS ON SHEET 13 / AND SHEET 13 fO I CAPACITY 48-1/6 -47.6 60.0 6oA 456 a00 _w:0 LOWER APPLICABLE VALUES CONTROL, d/ 54-t/e 44.3 60.0 60.0 .42.0 60.0 60.0 rx�1 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE 8 ANCHOR TYPE R. ' 24-1/8 BOA - - eao - = TC.2 AND 4 TRACE(FRAMES. DIRECTLY INTO 3 KSI CONCRETE ,DIRE011-Y INTO 3 KSI CONCRETE 30-1/6 60.0 - - 60.0 - - PLEASE SM FOLLOWING SHEETS;FOR DETAILS.. - 38-1/6 16¢ 55.3 60.0 '60.0 62.8 60.0 42-1/8 49.1 60.0 60.0 46.6 5e0^.0 60:0 ••t•• • • • •• 48-1/0 446 8b.0 80A 4.2 ` o '60.6 • a • • • d Y- • • ! 26-1/8 6�a.0 -. - 60.0 - _ .... .. ... ... .. e 30=1/6 60.0 - a7.2 60A 80.0 ; t:fy.,,'.�'l:.1..;• '.'.�' �lr.Y., ! .a' 1 3a-1/5 114 51.9 60.0 a0A 4es Sao 00.9 PRODUCT REVISED •. .':.• 3,•e/8 : `� @�4�}0 ,, r a6 umpl t with the Florida .. �p�.•�' w 42-1 8 •46.9 BO.0 50.0 43.9 6C.0 60A Building�' •�<' y,.•'.10E<N8 '•�/ .� 'n 48-1/a 41.5 50.0 60A 39.4 .58.1 60.0 NOA-No. 2{-1/6 BOA - - 80.0 - - � . :. T O.TOS92 y 30-1/e 69.9 60.0 60.0 a4:o 60.0• 80.0 o expiration Date 08/22/2020 • PO wy0 TYPICAL AN OS ^{r; A1%?d) $ y 36-1/6 120 46.6 60.o soo +6.3 6ao 60.0 3gg • fel-• TALu/ {a • • •r MIO.snLE - 42-i a 43.1 eo.0 6ao +0. SqQ .eao BY HICH' Pb 1 O • • INI�RLOCK ENDSdrawing n0. / ? mia de Pro uc Control • • I' P IN $TATB,OF 9 48-1/6 36.6 PA.4 80.0 39.9 MIF 80.0 • • R BY E.C.1! • •• • • SEE C1WRT AT RIDP.+•0 LIMIT EM.(+)LOADS TO 60.0 PSF FOR MOORS W/O REWFQRC{NO ALL SIZES • ••MUST'TRAtiSTlR 911EAR• • • FW7 QUANnTlES �i�1s/...4......aJ�9`� W10-31 LIMIT EXT.(+)LOADS To 80,Q PSF FOR COORS W/REMF,UP7D 96 17X HT. ••• • ZT41t.ASiRIJCTURE •• • 7r�A4 G,-� sh661 1 rJ Of 28 LIMIT EkT.((+ LQAOS To BOA PSF FOR DOORS W/kEtHF.ABOVE 96 W.Hr.0`10 120 W.16011. • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 ••• 0 0 �y U PRODUCT REVISED - ` as ComPlying.with the Florida n t SEE SHEET 15 FOR ANCHORS Building Code A o NOn-No. 15-0619.06 $ 3 Dale U I 5/8. x raon ae 09/22/2020 a �' EDGE DIST. EDGE EDGE DIST. J 5/6" EDGE DIST. E / P O q - DIST.., By 1'I In •�a .I 2 "I a' a 1• Nllam a Pro uc!Control oil t WEEP SIZE 1/4" X 1/8" jig ypd 1 O 1 REFER TO SHEET 15 FOR VARIOUS T INSTALLATION CONDITIONS. �y ® ® OPTIONAL SLANT SILL ADAPTORS Q B N I ' uf uA 111 y 1 I i II I b I I It 1 tgg� O W ry i a h DECORATIVE la 24 SILL COVER DD1I V vi 1 I I I OPTIONAL O N `v� N Q G6G� 1. 'j+Pji 1 J ijl Ii � li Ji I it II III 'I I 11 I v l y uv J a I d 1 j1 SILL RISER tt I E6.1 REQD.FOR LOADS o B 11 POURED&HAROENEO it li III AHOYE+60 PSF g HIGH STRENGTH GROUT i i 1 1 SILL RISER r L,9 NON-SHRINK,NON-METALLIC o i I f c=5000 PSI MIN E6 REOD.FOR LOADS I ??•TT• NOT BY CGI V7NDOWS ® ® ABOVE +80 PSF r5 6 1 R 8 u MUST TRANSFER SHEAR r ' E7 LOADS TO STRUCTURE D O m ® O O ® 1 1F. y I max • •• • • AH • .4-• :•y� t H. Is• 'n. 1 3•KM CiNB.• • - •'Y ti ' •. a ;•i •.1 J•KSI CONC. EDGE-DISE.`••+ • 3 M" � EDGEOIST.••_ 'J 5($'• • • •ED' T. •... s. • • • • • • • !' • drawing no. • • • •• • • • •• • • OP SEE SHEET 15 FOR ANCHORS •• • • • • • • • 'i S AIBP••'�y ; W10-31 ••• • •• • •• • 80Q � THREE (3) TRACK DOOR DETAILS 111Iitt sheet 16 of 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING d 1/2-MAX. O ES O.L.O. O REINF.AS READ. O O m 3 LOAD BEARING SEE CHART ON Z °� SHIM M15A 1 SHEET 13 FOR CAPACITY El i 1 IL gopto g�till c - O o �g M14A M18A o �d• 1t r 10 Ei � 74 • O.L OPG. 1 m EXTERIOR NOM.PANEL WIDTH 1 PANEL WIDTH U LOCK STILE INRLOCK INTERLOCK 9ETE9�AL 0 L.J. (REINFORCED) DOOR FRAME WIDTH (REINFORCED) y0 � - D�No 1X6 OR y n � WOOD RUCKS � 910 X 1-1/4'85 PH SMS 1 PER CUP O M n l K I © O 3 PER PANEL z� \_J PANEL WIDTH N AT 18'FROM EACH END M2 1/2"MAX. AND AT MIDSPAN 1/2`MAX. 1/4`MAX. LOADSBBEARINO DHIM .LO. LOAD BEARING #8 X 3/4'SS FH SMS LOAD BEARING METAL U d SHIM 1 PER CUP SHIM STRUCTURE z TYPICAL ANCH RS ='= n Fid' TYPICAL ANCHORS SEE EL - __ - TYPICAL ANCHORS =-- I�- FOR SPAC C SEE ELEV. SEE ELEV. U FOR SPACING II FOR SPACING E e g • t •L •• ••• ••• • FIXED PANEEXT. EXTERIOR 6 DOOR FRAME WIDTH 0•• •• i PRODUCT REVISED FRAME WIDTH as comp)ying with the Florida P•' OBN•`'%.�i� 2X6 OR LARGER WOOD BUCK - BOIlding Code WOOD STRUCTURE OA-No. 15.0618.08 92 ••`. tl L' • ••• • • '1•ri Etr= 3 3 • • • • • ••• ••• Expiration Date 09,22/2020 - • • • •• • • • •• • • By OF droving no. • •• • • • • N lon1- roduct Control FGORIOA.• �� N110--31 THREE (3) TRACK DOOR DETAILS It, ImL `� enaet�7ot 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U ' SEE SHEET 13 FOR ANCHORS SEE SHEET 15 FOR ANCHORS- p w EDGE DIST. 1 �/4� 3 EDGE DIST. 1 J/4" 3 a vazi13 KSI CONC. N °'. •.n - I - I 3 KSI CONC. 0 E3 WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS O 0cm tt to 1 Al E26 E ® Q3o u, OPTIONAL SLANT SILL ADAPTORS - �; v � 24 SILRATIVE L COVER OPTIONAL o pI Id 1 o 1,4 x O q li x O '' n la >-�I p M J J d 7a 6Ej l'I.. 8 I ti Cl ,II G3 U �1 FF li SILL RISER i 1 E8.1 .-..AL VE �FOROS p I ' ' 1 I 5T0 01B II POURED k HARDENED HIGH STRENGTH GROUT ! ' SILL VSFR �� C NON-SHRINK,NON-MET LICE6 REOD FOR LOADS f e=5000 PSI NW. t NOT BY CGI WINDOWS ® ADDYADOV +60 PSF `�i us MUST TRANSFER SHEAR II LOADS TO STRUCTURE 1 o e':a.• Et 'off= • • • • ••• • 2 Iv � • • • • • IV It o Id :•• • • • •• PRODUCT REVISED ,t"+ S u ... .. ..... ... ..... ..... as complying with the Florida `��� •ng.,�+��i }„ '.I: _ T•;::;:. Code ' VG NS�c C :. ••':. a' < NIDA-NOA-No. 15-0679.08 M N .°••' p � N _ .d.'•. •.'�y:� ,i'�.- 1 • • • eupimtlonDate 09122/2020 -tai• /)) /I,p�it�t- { ti \ .•-.; •.r I,. �'°..,Til 3 KSI CONC. \' ... ,:; .■ I�.••�: 3K CIfi1C• • • • • • l�fM .. a. (y EDGE 01ST. ___/� EDCE WSL • •• • • • •• • • Mlaml- Pro uct Contro OP Qti C q 9 •1 _ • •• —$,I F 1ET•1 ?OR ANC 0 S• *00 R107:.•'(jW 1 0-3 1 SEE SHEET tS FOR ANCHORS ••• • T TWO (2) TRACK DOOR DETAILS + Illltt tt� sheet 18 of 28 ••• • • • • ••• • • • • • • • • • • • • 0% • •• •• • • • •• •• • • • ••• • • � V v TYPICAL ANCHORS SEE ELEY.FOR SPACING �� o 1/2"MAX. -PANEL WIDTH LOAD SBEARING 810 X 1-1/4`SS PH SMS 1 PANEL WIDTH Q G 1 Ir T PER CLIP O D.L.G. 2 M2 �83SS FH SMS 1 - D.L.O. 0 IL PERCUP l 8 �$ E6 Q �e� 'E - U O \- Lj O� - --------- Oo GGtt a 0 o OO 0 -- E6 E4 -- ASTRAGAL E2 FIXED PANEL O.L.O. (REINFORCED) C EXTERIOR NOM. PANEL WIDTHLe -_ DOOR FRAME WIDTH _ 0 1BY WOOD BUCKS C SEE NOTE SHEET 1 p N n m p M n 1/2'MAX a 3 LOAD BEARING K 1-1 o X10 X 1-1/4"SS PH SMS SHIM - PANEL WIDTH $o 1 PER CUP LO�SHIN6 METAL $ ~ 1/2"MAX. TYPICAL ANCHORS STRUCTURE U O �{ D.L�O. LOAD BEARING SEE ELEV. #8 X 3/4'SS FH SMS GG!! F SHIM FOR SPACING 1 PER CUP 0 TYPICAL ANC RS _ — TYPICAL ANCHORS SEE EZ SEE ELEV. FOR SPACI C __ p 9 FOR SPACING I3 I E27O ypy� I.Ewa •�6 �• •• ••• "♦!S • • •• EXT. rn S EXTERIOR • •- ICr_ •: •. 1Y111 • • • IXX)Ft FRAME WIDTH DOOR FRAME WIDTH 000R FRAML•WIDTH • I •' a • • • • �'° • • • • • • • • • �D PANEL W 1111 2BY WOOD BUCK •• ♦•• •• • • ♦ ♦• 1 /�hf i� I OWOODR PRODUCT REVISED SEE NOTE SHEET 1 as compigln with the Florida Be1lding Code • ••• • • • • NOA-No. 15-0619.00 t p ' • • • • • • ♦ • • • Expiration Date 09/22/2020 b • • • • • • • • • • oi� drawin no. • •• BY `• ORIO>•.�0�� W10-31 ••• • •• • •• • mlamt- Product Control '�,' S/SAL E���� TWO (2� TRACK DOOR DETAILS I W sheet 19 of 28 unl • • • • • • • • • • ••• • • • ••• • • `TYPICAL ANCHORS SEE EI.EV. PANEL WIDTH FOR F21NDL — 1/4°MAX. Z q GZ EB LOAD BEARING METAL LOAD BFNtINC M164 1 L3 SIAM STRUCTURE SHIM •T{�G D.L.O. 1 - - p CC TYPICAL ANCHORS � 'SEE FOR SPACING p ti ING S a fYBig A � O n D N �Z� aElio N 0 n ' r° M14A M18A - 0 a EXTERIOR O E27 � C] • EXTERIOR #10 X 1-1/4'SS PH SMS V 4 1 PER CLIP 9 c DOOR FRAME WIDTHLZ 3 PER PANEL O AT 18'FROM EACH END M2 NM 1X8 OR LARGER 1J2"MAX AND AT MIDSPAN 1/4"MAX• 0 M WOOD BUCKS LOAD BEARING d "D 3 w LOAD BEARING Q8 X 3/4'SS FH SMS SHIM METAL SHIM 1 PER CLIP STRUCTURE aC Z 15 co, 7� yg TYPICAL ANCHORS II U O 2 1/2"MAX. 0 �o` SEE ELEK TYPICAL ANCHORS I LOAD BEARING - FOR SPACING SEE ELEV. SHIM n FOR SPACING D u TYPICAL AMC RS SEE n m c ' FOR SP D B 8 i9 •_ u a r _- - -..!°•+ Yl _ � Cee�m L d a • :•; • • • • • • • i i i •• EXTERIOR 1 I I EXTERIOR • •• • • • • •• �� OAt� e PRODUCT REVISED DOOR FRAME W DTH DOOR FRAME WIDTH as compl In with the Florida § y g 0682 Building Code • °0618.06 ••• HOA-Ho. • • • • 't'7~ v b t 2X8 OR LARGER WOOD*BUCK expiration Date 08/22/2020 • • • • • • • • • • 1 "�?' = drawing no. OR • • • •• • • • •• • • WOOD STRUCTURE •• i �i'�`•'••. 1pp••'pje¢'� W10-31 DY ••• • •• o •• • SS �`A Mlem- a e Fro sot on ro FOU 4) TRAGIC DOOR DETAILSr iafllAL ,� sheet 21 of 26 TUT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• as ••• • 0 • ••• 0 0 M O z ^ 3 110-16 X 1/2" V HH SELF DRILUNG SCREWS AT 6"FROM ENDS& 12"O.C_ I i 0 O 60•CORNER ©136' CORNER -i O i010-24 X 1/2" UC d I J10-24 X 1/2' FH THREAD CUTTING SCREWS 3 1 I ` FH THREAD CUTTING SCREWS e 1" AT 6'FROM ENDS& 12'O.C. AT 6"FROM ENDS&12"D.C. aWS@ U k 8 � a Z n o E32 2 -- � 3 N M•"61 O m 3 g_ 2 E31 00 EXTERIOR EXTERIOR 0 D.L.OPO. 111� PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH ODOR FRAME WIDTH e Q10-18 X 1/2- 0 d F1H SELF DRUM SCREWS AT V FROM ENDS&12"G.C. DETAILS APPLIMLE FOR•CWTSIPE GOPWERS ONLY • • •• • • e • • • • • • • C' • •• • • • • ••• • • • • • • • • • • 1 111 i�.y/r � •• ••e •• • • • •• PRODUCT REVISED as complyyingg with the Florida Building Cotla NOA-No. 15.0518.06 70B94 • ••• •• O• • • expiration to 08/22/2020 • • • • • • • • • YC� • • • • • • • • • • g d drowin no. • • • •• t • • •• • • Miarn!;)EMne Product control ••• • •• • •• • S 11rNAt��i��� ehaet22Oi28 Till ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • EXTERIOR MOUNTED Oft — POCKETED JAMB it TYPICAL ANCHORS O TYPE A,8 OR C AT 8'FROM ENDS AND 8'O.C.INTO WOOD/CONC./METAL 6"0.C_INTO BLOCK ONLY A 1-1/8"MIN. 1-1/2"MIN.WOOD EMBED O A SEALANT EDGE DIST. 1-1/4'MIN.BLOCK EMBED 1^314"MIN.CONC.EMBED TYPT AL D PILE INSTALATION LOCATION 1/e MIN.METAL THICKNESS C. A ry BLOCK J9 I r;r MEM 80.CQ g ® EXTERIOR a C ® N 04 � TYPICAL AT PANEL 4 CORNERS O w CPO PART FOTHI5YNOA TO BE REVIEWED BY AHJ Q DOOR FRAME WIDTH NOM.PANEL WIDTH_ r-------i 2 2 $8 0 0 0 0 0 °� PRODUCT •••.0 _- EV with the ride v....., BuudinB as Code •:......-...a.: .......- ' NOA-No. 15-0618.06 n O O p O O p f-:::' O expiration Date00/X.2020 bi e :ci.ai :i e. • • • Ey p • •e • • • 10 0 • `t 1{1 0 EXTERIOR �` ews.c •' ` • ••• • • • • �u'' "kms v° 8 • • • e • • • • • • ; • • • s • • • • • e drawing no. a 099 W10 t Q[JALY`1; sheet 23 of 26 •ee • w • • se• • • ••• • • • ••• • • CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS _ U E7 COI-183 FRAME SILL 2 TRACK 6083-T6 CGI EXTRUDER - � M E2 C01-151 FRAME 4WD 2 TRACK 6083-T6 CK EXTRUDER - _ E3 C01-186 FRAME HEAD 2 TRACK 8063-T6 C01 EXTRUDER - Q E4 COI-153 EXTERIOR INTERLOCK 8083 T6 CGI EXTRUDER - ES COI-154 INTERIOR INTERLOCK 8083-TB CGI FXIRUpFR - a. E6 CO-155 MAIN STILE 8063-T6 CGI EXTRUDER - a E7 CGI-158 TOP&80Tr1DM HORIZ 0083-T6 CGI EXTRUDER - u ES CGI-157 SILL RISER 6083-T6 CGI EXTRUDER - ES.1 CGI-181 ALT.SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER E9 CGI-158 INTERIOR TRACK ASTRAGAL 8063-TB COI EXTRUDER - El0 CA-t s9 INTERLOCK REINFORCING(LENGTH=FRAME W.-87 6063-111 CO EXTRUDER SINGLE LOCX, FOR ALL PANELS WITHOUT CORNERS �M+ Ef l CGT-162 FRAME SILL 3 TRACK 6063-78 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT Q�Q IN C12 CGI-161 FRAME JAMB 3 TRACK 6083T6 Cct EXTRUDER - MAIN STILE AT 40" FROM BOTTOM E13 CGI-185 FRAME HEAD 3 TRACK 8063-TB CGI EXTRUDER - SS MORTISE LOCK (PART#SGD-500) (PS01-0036-117) RILE, ZINC RECESSED ADAPTOR (PART #SGO-503) (PS01-0036-117) Fd _ E14 CCI-768 OUTER TRACK ASTRAGAL 6083^T6 CGI EXTRUDER ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) EIS C01-770 POCKET HOOK 6063-TB CGI EXTRUDER - .� E16 Cil-121 7/16'GLASS GLAZING BEAD 6003-T5 CGI EXTRUDER - ZINC KEEPER {PART (SGD-507) (PART SGD-507N) Q E17 CGI-123 1'GLASS CWJNC BEAD 8063-75 C01 EXTRUDER - 0 Eta col-153A EXTERIOR INTERLOCK (OPTIONAL) 8083-T6 Cel EXTRUDER - DOUBLE LOCKS; RECD. AT 90' AND 135' CORNER PANELS ONLY Ete CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6083-76 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E20 CGI-155A MAIN STILE (OPTIONAL) 8063-TB CGI EXTRUDER - BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HO-3310141) A E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER -_ — SECURED WITH (2) 10-24 X 1/2" FH SCREWS E22 CGI-1884 ASTRAGAL (OPTIONAL) _ 6063-TB CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-169A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - _ CONNECTING BAR (PART #HD-3310142) E24 CQ-180 DECORATNE SILL COVER(OPTIONAL) 6063-TB CGI EXTRUDER - ZINC HANDLE SET F25 CGI-184 2.3&4 TRACK FRAME SILL SCREW COVER _6083-18 COI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" ON MS -T STEEL KEEPER (PART PHO-3310143) E28 CO-797 2.3&4 TRACK FRAME HEAD SCREW COVER 606J-16 cGI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWSM E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T6 CGI EXTRUDER E28 CCI-1028 FRAME HEAD 4 TRACK 6083-TS CO EXTRUDER - O N M E29 CTI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - • E30 CCI-1030 FRAME JAMB 4 TRACK 6063-TB 001 EXTRUDER - ``C'Z A`' E31 CGI-10.57 FEMALE CORNER ADAPTOR(90') 6003-T6 CGI EXTRUDER S 0, 55_Am E32 C01-1058 FEMALE CORNER ADAPTOR(135') 6083-T6 Cal EXTRUDER E33 CGI-1059 MALE CORNER ADAPTOR 6087-T6 CCI EXTRUDER M1 0G1-362V GLAZING BULB VINYL.(DUROMETER 75-80 SHORE A) PVC M2 CGI-171C FIXED PANEL CLIP(2-1/2'LONG) 6063-TS - 3•FIXED PANEL M3 CGI-173 FIXED PANEL.SHIM NYLON - 2 PER FIXED PANEL MIO CGI-175 FRAME HEAD ANRLIFT&PAD PILE WOOL/NYLON SULUVAN 1 PER INTERLOCK/ASTR. M11 W2320ING PILE WITH CENIER FIN Woof ULTRAFAB OR EOUN. - C U12 - BOTTOM RAIL STIFFENER.1'LONG,2 AT EACH ENO ALUMINUM CCI EXIRUDER 4 PER BOTTOM RAIL 01 M13 TA-51 ROLLER ASSEMBLY AT PANELS YR7HOLTr CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL c 9134 1884 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED 10 SGD-603 4 M14A PSOI-0036-717 DUAL M0RTI5£LOCK ST/ST INTERLOCKS ATTACHED ToAim MIS SGD-607 KEEPER ZINC SULLNAN INSr.W/R 110X3/4'PH iO M15A SOD-507N KEEPER ZINC INTERLOCKS INST.W/2#tGX3/4"PH 5 a o Ml6 SGD-503 RECESSED ADAPTOR 21NC SW.WAN••• •IST.•N/2110X3 RI •• M 16 PSOI-0X138-117RECESSED ADAPTOR ZINC AIERLOGKS / X3 ' • M17 SGD-5500 HANDLE SET ZINC SU AZ7INTEIR.WI • • • • ••• • M78 SM2300WH HANDLE SET OPTIONAL ZINC SULRVAN • \}}11 1! M78 SCS2000 SILPRUF SFALANT SILICONE GE • •• PRODUCT REVISED �..... !7L M20 CO-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EOUN. 4 PER PANEL Building as eompl in with the Florida �� % J BF-••" M21 WS-202 HEAD AND SILL SMALL.PILE PAD WOOL _ ULTRAFAB OR EOUN. t PER INTERLOCK/ASTRAGAL NDA-No. 15-0819.06 .70682 M22 WS-201 SILL INTERLOCK PRE PAD WOOL ULTRAFAB ¢zPiraOon Date 0812212020 =M23 HD-12-10042 .350'REACH POCKET SEAL - • • • • LFi'52010 X 1 1/4'LG.PHL.PH.SMS. ST/ST.ASSEMBLY SCREW - • `• • 2 OW POR(A NOR • • B , �kkdff• Mlam- a odaet 'ontro '�•• '•.!�[ LOP.%�e • •• • ••• • •• • SSS/OR161L Yy�it�� 1 I11}\\ sheat 24 of 28 • • • • • • • • • • 4.735 5.921 - 1.340 1.340 FLOW c0i _ .675 120 1r M .070 .070 o �g 995 .050 78 5 .89�5 .050 78 b t g i J .160 .847 1.250 .847 1.260 1.184 1.184 - rO ^~i A 3.255 3.Zb5F �� 1 4.250 4.250 y Q FRAME HEAD (2 TRACK) t.7 FRAME HEAD (3 TRACK) '070 GLAZING BEAD - 1 GLAZING BEAD SV tAM.CLASS INSUL.LAM.CUSS p u • .998 .996 Q a Egg.075 .075 1.508 1.186 a Cc .070 2.600 , .070 2.800 [7 TOP/BOTTOM HORIZ -A TOP/BOTTOM HORIZ (OPTIONAL) .640 000 -1 .753 3.000 .995 .725 .085 �4 .1 1.831 .070 .070 .125 070itic N ----4.735 5.927 � 11I�� 1III EI FRAME SILL (2 TRACK) FRAME SILL(3 TRACK) 1.490 '.415 AI2 FIX. PANEL CLIP .156 1.490 L� - - 1.411s I 3.000 _ 5- - .120 N 3.750 3.760 2.006 TRIOR INTERLOCK (OPTIONAL) 2.005 2.755 .070 � •1� 1.386 t`J" 'a .125 Ee MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) a O -2.765 O W .. .070 3'000 .265 3-000 u1 ,F 1.610 1.870 .096 .998 .125 ,095 4 3.510 O n r 3.572 fY I SILL RISER (OPTIONAL) t,gtp 1.870 1.4 1s im 00,11- 1.770 1.800 1.870 .070 1'i O .060 1'415 3.188 3.572 1.770 .060 z M ...PPIL11 2.005 .070 .070 2.005 o 7.255 ^ 2.005 � 1.825 �$ U r g 2.005 Q INTERIOR INTERLOCK •582 O -9--• 1.255 INTERIOR INTERLOCK (OPTIONAL) Et4 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE 1.186 2.120 t�Y 2.005 ,572 •905 1 INTERIOR TRACK ASTRAGAL POCKET HOOK (OPTIONAL) .741 g •080 1.831 1,62]5 0$ 1.501 2.581 c 3.3M17 .158 3.780 1. .082 e z p3.000 -- .156d.825 �-+-SIO .625 °c x • • •• • • • E&1 SILL RISER(OPTIONAL) • • •• • • • _ •• • 3.510 SILL COVER OPTIONAL) • • • • 11111 t o y825 .• .. . . . .. 1.870 1.(i09 9I PRODUCT REVISED IL as aomplying with the Florida u , .12'� 1.3 • • Building Code •• NOA-No. 18.0619.09 = E>1 3 a1 • • • • • • •2 Q�5 • Expiration Oato 09/22/2020 drawing no. • • • •• • • •• • • ,� OF • •• • By FCORIOA: \"1 ••• •• •• Miamia productantro �,hSS •"'�G, W14-31 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL(OPTIONAL) �7 rJOj�A1"G,_t sheet 25 of 28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.868 1.375 .510 Itj 251.8152.2 1.650 70 060128 1.886 •729 \/y. .128 .260/ 180125 FRAME HEAD COVER 3.528 �11.886 IL .126 7485 4.765 .086 .080 02 .190 l J.774 .190 1.330 1.821 .640 241�2 //�� 1.520 .344 V rhl 7.885 \ / �I 1.34% 2.585 Y FRAME SILL COVER Eat FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135') E33 MALE CORNER ADAPTOR E2 FRAME JAMB (2 TRACK) 243 LL 1.375 2 1O 1.791 �Wm� � .060 1.620 m U FRAME JAMB COVER mg � s n 5.951 .080 1.620 .725 N .065 .125 0 ti i 545 u ' .0901.620 1.508 C I .065 0 tn N o 4_ N vii I` A�N M m .625 .664 to J 0 FRAME JAMB (3 TRACK) FIXED PANEL CUP �F 04- .. ... . . • . . •• - 5 . PRODUCT REVISED 9• ush`� g as ing Kong with the Florida BuildN 0862 • ••• • • • • NOA-No. d 15.0619.09 ~y�E 5*_ e 4 •. • • • • • r • • • • • • 0 i • • FxpirettonDate 0912212020 Yr« � drawing no. • •• • • • gr .,' FtoaloA.• (ye�.� W 10-31 •.• • •• • •• • miam Product ontrel i 14S�"•••" `� it ,1 sheet 26 of 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7.750 r .oso .925 .857 1.250 E28 FRAME HEAD (4 TRACK) 2.500 / 763 j 0 7.730 CTO E29 FRAME SILL (4 TRACK) p Q 25 = FRAME TOP CORNER 0 gamg' 4 TRACK SHOWN - Q W L' O: 1.820 co 2n m 0 M7 H 1.820 'C1$ Zi]} 7.750 1.620 .080 52 .095 1.920 is E3o FRAME JAMB (4 TRACK) • • • 11 it t tt ° .• PRODUCT REVISED CENs i as oom 1ying with the Florida F• '• B Bullding Ca a o.7002 • NOA-No. 15-0619.08 _ 1 _ o • • •• •o• • • Expiration Date 09/2212020 0 • • • • • • • • *lyl�'�f� drawing no. • • • • • •• • • By R�' OF • •• • • ••• Mlanlilldoo Product control ���CS•••M m9t;.'G W10-31 ••• • .✓!(�IiE 69iTOM CORRF>!i �S/� f��,� 4 TRACK SHOWN tt 11ti aheet270f ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 52 M Z m � dl G 0 N v N qt FRAME TOP CORNER FRAME TOP CORNER g J TRACK SHOWN 2 TRACK SHOWN PANEL TOP/L70TTOM CORNER $ MREAEO BEAD CORNER(TYPICAL) /L1 O gc•+ t3 SZ C N W a�C1410o M 9 � O O 52 / n • • • • • • • PANEL TOP/90TTOM CORNER x., • •• • • • • • SQUARE BEAD CORNER(OPTIONAL) •• • • • • •• `�� •... ........t• �r 1 PRODUCT REVISED FRAME BOTTOM CORNER N as aomplying with the Florida 8 }` Bullding Code N 0682 3 TRACK SHOWN T� (•SHOWN• • ••• ••• ••• NOA-No. 15.0879.08 • • • • • • • • • • Expiration Dote 09/22/2020 • • s •• • • • •• • • g OF ,�1 drawlrtg no. • •• • • • • • • ev �'.; ''' RtaR\vI•'�y��`� W10-31 ••• • •• • •• • min -D Product Control � �oNAL�`� aheet28ot28 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •