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WS-16-1676 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-264503 Permit Number: WS-6-16-1676 Scheduled Inspection Date:August 03,2016 Permit Type: Windows/Shu Inspector Mesa,Michel Inspection Typ . Final Owner: OSTROWSKI,JOHN&DALE Work Classification: Window/boor Repl cement Job Address:126 NW 104 Street Miami Shores,FL Phone Number Parcel Number 1121360131450 Project: <NONE> Contractor: DEPENDABLE SHUTTER SERVICE Phone:(954)583-1411 Building Department Comments IMPACT WINDOWS 7 n ra o Passed Comments INSPECTOR COMMENTS False 07-01-2016 Met with Contractor of record and provided a detail of an option for the installation. He will call back for the required inspections. Inspector Comments Passed c �s� Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee Is paid Z August 02,2016 For Inspections please call: (305)762-4949 Page 18 of 29 VIM Miami Shores Village Peirf 7" p8.�ttr + A�� 1a 10050 N.E.2nd Avenue NWP�6, CtrJc Cta gyration tt�indp'WDoot"pr em" Miami Shores,FL 33138-0000 � �`; hF ` Phone: (305)795-2204 Peh'"'it SWW. 'R �� ®RSA lue 616 Expiration: 12/13/2016 Project Address Parcel Number Applicant 126 NW 104 Street 1121360131450 Miami Shores, FL Block: Lot: JOHN&DALE OSTROWSKI Owner Information Address Phone Cell JOHN&DALE OSTROWSKI 1130 NE 100 ST MIAMI SHORES FL 33138-2602 Contractor(s) Phone Cell Phone Valuation: $ 6,557.00 DEPENDABLE SHUTTER SERVICE (954)583-1411 Total Sq Feet: 0 Type of Work:IMPACT WINDOWS 7 Available Inspections: No of Openings:7 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 DBPR Fee Invoice# WS-6-16-60219 $2.55 06/16/2016 Check#:2441 $ 195.30 $0.00 DCA Fee $2.55 Education Surcharge $1.40 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $195.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-nam o Pt o3,Wlhe work stated. June 16,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 16,2016 1 a Miami Shores Village 7Y:—( ,�Building Department 20»10050 N.E.2nd Avenue,Miami Shores,Florida 3313E � Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC Z0M BUILDING Master Permit No.� o – d �� PERMIT APPLICATION Sub Permit No. [9WILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:�Z 6 /1/Gi/ L2yf ��T� City: Miami Shores County: Miami Dade_ Zip: / Folio/Parcel#: //,2/.3 .1--6/ .3 —/yob Is the Building Historically Designated:Yes NO U� Occupancy Type: Load: h Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): // 1�7L!'��✓'.�� l Li m, c��k� Phone#J O s—;257 79�d Address: /Z G ld Z/ Zr --c7- / City: State: Zip: /f a Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name: �� c��l��-`l`r Phone#:��✓/f�.�/S°// Address: y7`1/ City: 0_4 v/-e– State: Zip: Qualifier Name: 11/^k,12 Phone#: 9f 5n' State Certification or Registration#: Certificate of Competency#: Q�.�V e ODd•S DESIGNER:Architect/Engineer: _ Phone#: �k Did d Address: City: 2C✓� �, Statek"e�- Zip;�'_�. f Z Value of Work for this Permit:$�i jf� Square/Linear Footage of Work: Type of Work: ❑ Addition ©—Afteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: a Submittal Fee$ <; Permit Fee$ CCF$ 'f- J CO/CC$ Scanning Fee$ Radon Fee$ - '� DBPR$ Notary$ Technology Fee$ CO® Training/Education Fee$ I, 'L40 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ S 95 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature a-� f! a Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this AA C� day of 1 20 I ,by day of /"`a1 20 l { ,by 748 ©_kre 41' ®F� who is personally known to N aV yl e -�O rti Id n,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTAR PUBLIC: NOTARY UBLIC: Sign: 11 Si n: Print: �01nn ,/1 a J Print: T6 el Seal: Seal: .lOHPI MARINOS •' JOHN MARINOS MY COMMISSION#FF931722 MY COMMISSION#FF931722 *rk>k>k *x*s * e * �SlobaR29*3616* 1407)3WG15: F •C0ffl '•,pr , 1407)398.0163 f10114aMat8rySetvbe.cam APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) May. 23. 2016 8; 11AM No. 8915 P. 1 DATE(eKMlDbMq _ CERTIFICATE OF LIABILITY INSURANCE _ _ ;_ 04/05/16 _ PRODUCER Accredited Ingurancs —r THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hollywood Blvd ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 6099 Hol HOLDER.THIS CERTIFICATE.DOES NOT AMEND,EXTEND OR Hollywood,FL 33020 ALTER THE COVERAGE AFFORDED BY THE Pl]LICIES BELOW. Phone (95.4)96_4-5444 — Fax (954)964-0772 _ INSURERS AFFORDING COVERAGE _ NAIC#— INS URER.A:_ HOUSTON SPECIALTY INSURANCE INSURED DEPENDABLE SHUTTER SERVICE,INC INSURER B: 4741 SW 45TH STREET !INSURER C: DAVIE,FL 33314 INSURER D: NSURER E: f 1 COVERAGES 'INSURER F: THE POE[66 OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED D ABOVE FOR THE POLICY PERIOD INDI TED. NOTVdITHSTANOHdO ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER FICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN M SUBJECT TO ALL THE TERMS,EXCLUSi NS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 148RI ADWL! - - POLICY EFFECTIVE POLICY EXPIRATION LIMITS:LTR_JN�Ror`-- TYPE of INSURANCE POLICYN_UMeER DATEEIkMM OATE_�[IWDO�/YY)••_—, _•, — — I GENERAL LIABILITY EACH OCCURRENCE 1,0001000i TIAMA(V-1 COMMERCIAL GENERAL LIABILITY GE O RENTED 100,000, TEN-17338 03/29/16 03/29/17 PAEMI (Ea oca,renoe _ � MED EXP(Anyone person) _ _ 5,0001 CLAIMS MADE 9 OCCUR A I PERSONAL&ADV INJURY _1,000,000 GENERALAGGREGATE ��- 2,000,000J• GEN'L AGGREGATE LIMIT APPLIES PERI i I PAODUCts-COMPIOa AGO i 2,000,0001 _I W POLICY L PROJECT 4: LoC — -. — i — __L _•_-• —• - .-. .. AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT I ANYAVTO r(EeaoGden� L : ALL OWNED AUTOS i BODILY INJURY L;' SCHEDULED AUTOS I (Per?efamL HIREOAUTOS BODILY INJURY NON OWNED AUTOS ;(Per setweel) __ - [! 1 PROPERTY DAMAOE GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANYAUTO OTHER THAN MACC I i-I AUTO ONLY: _AGG —_ _— ... i:= _....,.-.. . _ —• -•--• -- -- •— —•—I' I EXCi:SSIUMBRELLALIABILITY EACH05CURRENCE i OCCUR I CLAIMS MADE ; 1 i I AGGREGATE DEDUCTIBLE RETENTION $ WORKERS COMPERSATICN AND yyC gg�q7� IEMPLOYERS'LIABILITY �TORYtIA11TS. Li H. ANY PROPRIETOR I PARTNER I EXECUTIVE I I I E.L.EACH ACCIDENT OFFICER I MEMBER EXCLUDED? ! (:,L DISEASE-FA EMPLOYEE I Ifyes desrnbeundlx I ••-• •-- — - -i SPECIAL PROVISIONS below - i E.L.DISEASE_POLICY LIMIT — — OTHER .. I:. -•-- -- f II i -- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS GLASS$GLAZING CONTRACTOR CERTIFICATE HOLDER CANCELLATION_ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BB CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL i CITY OF MIAMI SHORES 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2ND AVENUE THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGI i S OR REPRESENTATIVES. MIAMI SNORES,FL 33138 -• - -- —• -- — I AUTHORIZED REPRESENTATIVE ACORD 2b(20Di/OB)QF —'®ACORD CORPORATION 1060 May. 23. 2016 8: 11AM No. 8915 P. 2 Ac Rv�' CERTIFICATE OF LIABILITY INSURANCE ME(MMIDPh"YI 01/041201 B THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certill ate does not confer rights to the certificate holder In lieu of such endoroemenl s, PRODUCER CONTACT Bouchard Insurance for WeS PHONE No 8ti6 293-3600 eXL 623 I'k Na): P.O.BOX 6090 �� Cleanaaier,FL 3375&6090 INSURE S AFFORDING COV RAGE NAIG/ INA.American Zurich Insurance Co a 40142 INsuru:o INSE e- Workforce Bustnesa Se vhm.Inc.AIL Emp:Dependable SWtef Service Inc 1401 Manatee Are.West Sle ti00 INSUReR C: Bradenton.FL 34208-6708 WSURPR O: INSURER E i INSURER F: COVERAGES CERTIFICATE NUMBER:16FLO70807616 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDLABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CoNDTritNN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE Of INSURANCE POLICY NUMBER MMD EFF rPUM MDD EXP M LIMITS COMMERCIAL 0 9HERAI.LIABILITY EACHOCCURRENCE a CLAIU AAM ❑OCCUR MED EXP a" E PERSONAL A ADV DLNRY $ GENLAC3f3RE0ATEllAafrAPPLIESPER GENERAL GREGATE E POLICY❑PMOT. ❑LOC PRDDl1CTS COMPAOPAGG $ OTHER $ AUTOMOSILELIABILITY D IN LELaAT $ ANYAUTO ROWLYKRIRY(Pwwscn) $ ALL OWNED SCHEDULED AUT03 AUTOS 00DILYINAMY(Poraod4en41S HMOAUMS D � PROPEo=10AMAGE $ $ UMBRELLA LIAS OCCUR t ALF1 OCCURRENM $ EXCESS LIAR 1—d CLANS4AADE A(OW4ATE DEO I I A TENTIONS WORKERS COWENSATION SER AND EMPLOYERS'LIABILITY Y f N x a SAME AANYPROPMETORRARTNERG(SCUTIVE EL EACH ACCIDENT 1.000.000 (%U'=RrA U ER Exd uor op N 1 A WC 90-00.818.05 12/3112045 12/31/2016 (Manes yep E.L.DISEASE I-EA EMPLOYEE 1,000,0(10 DE PTIONOfOPERATKN160elawE.LDLRFASE-POLk:YLaw s 1,000,000 Location Coverage Period: 12/31/2015[12131120176ent# 002837 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101.Addlponal Remarks Schedura.may be allaUxd I1 Msre epsee Is raQutre01 Covwage IB Provided for Dependable Shutter Service Inc license 08BS000118 4741 SW 45th 9t o or,rDw notaftDnlrridors Davie,FL 33314 10: CERTIFICATE HOLDER CANCELLATION City Of Mlaml Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELNERED IN Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESS ATNF ®1880.2014 ACORD CORPORATION. All rights reserved. ACORD 25(20141011 The ACORD name and 1090 are registered marks of ACORD Opening I Size (WXH) 1. 140506.01 37 x 5 (impact Glass) 2. 15-0512.05 37x51 0 0 000 0 0 (Impact Glass) 3. 15-0512.05 37 x 5 (Impact Glass) 0.- 0: .0. 0: 4. 15-0512.05 74 x 51 • (impact Glass) S. 15-0512.05 53x51 • Ompact Glass) 0 000 0 6. 15-0512.05 111 x63 6 t7mpacf Glass) Soo 0 a 0 :0 :s.o 0 0 00 0 7. 15-0512.05 Ill x63 •0 0 0 0 0 00 (7mpact Glass) a 0 0 * * :0 0 0 00 0 0 099 00 CrI, < C LU LJ LL L C) 4 5 Egress Door C) C/) BEDROOM 3 C -j X: LL EgressF- C6 0 "r 2 C:) U.J Z0 X: C.0 U) < 0 ONS EtE1V��fCON COPY NOT TO SCALE 0 Apr29,2016 PAM MMCPZnVM- Site Plan P. ri 06/302015-2:48pm gabdels V:\ProJects\2014-MPS\400 Wind Charts\Reference\00-MPS14-400 SedAsC&e• urrelt).d • •• •• • 5th ED. FLORIDA BUILDING CODE (2014) gg;Ag;C07;•1:0;"A$I� WIND VELOCITY = 175 MPH MRH 5 60' DESIGN LOADS FOR COMPONENT'S AND CLADDING EXPOSURE TCT BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERI ro!5 P SU E3 • •• ENCLOSED STRUCTURE,FLAT TERRAIN •. • Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DISIO PjftRA(PSI:-ZO INSTRUCTIONS FOR TABLE USE: Roof Trlbuta Area(S Ft _ �� Roof • •Trillut Area(S Ft -• • • • • 1. TABLES ARE INTENDED TO DEPICT THE_WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 35"=-40�--45 50 �;fieight • • • DEFINED AS THE CRITICAL-GONDITION_OF-AN-� NKNOWN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 t0 45 , 50 USE OF CRITICAL CONDI.TIONS,REQUIRED FOR USEEWTHESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 -4p.21--39.&. 3 '-39 3 - -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID ONLYtFOR- TYPES,Ik-SLd0E�.APPLICABLE REDUCTIONS FOR ROOF SLOPES BUILDU)IG8,.0F MEAN ROOF ROOF HEIGHT AS LIMITED ABOVE. O 0-15 ft ,1,40.1 +39.0 +38.2 +37.7 +37.2 +3,6 `+359 0- ft +40.1 3+39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LESTABLES VALID FOR S THAN 10°SHALL BE'ALLl'PE FOR ED.BYIAWEN01NEER AS A SITE SPECIFIC CONDITION. 16 ft -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 --40.4_ {40 1 -39,8 1� -54.4 -52.2 -50.7 AAS -48051 -47.7 •4l.0 ".4 -4!! 4.IDENTIFY THE B01LDINGME- (AVERAGE}ROOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +�/3 -+35:9 +36 6 +36 4 >,16 ft X0.6 +395 +38.8 +�8.2 i�7 X37 f36 • .6 �3(j.4 CANNOT BE IDENTIFIED IUSE THE'PEAK ROO,,.EIGHT. 44.6 -435 -42.8 --41.7 13- 9'X40 -40:-3 '= -55.1---529 -51.4 -SO.Z- -4981 �l X1.6 _ 37.0 -46._ S,ALWAYS ROUND�Ul}ROOF;H.EIGH Lt1VEtfF`T2tBLEVALME-0KCON5ERVATIVE ASSUMPTION. 17 ft �< 17 ft • • • • • • 6.CALCULATE THE TRIBtlTARY AREA�F THE OPENING IN QUESTION(HEIGHT WIDTH)OR +41.1 +40.0 +39.3 +35.7 +38.2 +37.8 +37.4 � -,=436.8 .0 +39.3 -WII.7 3g�2 +�7.g X37 4 THE SPAN LENGTH(HEIGHT)MOI PI E. AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -5 5 -52.0 -50.8 -49.8 -48.9 -45.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft .t.41 6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 .5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5d+37.3. OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +35.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 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 QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 2D ft +42.6 +41.4 +40.6 1+40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 ft -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft -57.6 -55.3 -53.7 -52.4-X51.4. aSM6-_-4998-X9_2 -48,6 &READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL / 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 +46=4=c+39:9' 439.5 +39.1 '338:8 +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -58.1 -55.8 -54.2 -53.01 51.9;15>I�1 503 X441%6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +35.9 +43.4 +42.3 +41.5 +4b.g -1;403- +399`:'+3 25?`+39.2 +38.9 GENERAL NOTES: 47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 -53.51 52.4._5515 -SMS `-50.1 -49.5 n _. 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 + 1.2 +40.7- .+403 +39,91;t39S +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53:9 ..,1519"=52.0';15;V.2`-50:6 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41 1'+AOI =+40.2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND - EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44 6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26ft -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26ft -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. -49.2 -45.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -SZ.S -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 49.5 -48.3 -47.5 -46.$ -46.3 -45.8 -45.4 X153;--44.$_ -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft / _2g ft COEFFICIENTS LISTED-HEREJN SHA[rBE-DICP/4TFED.AND VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42.4 +4E- +4TG--+412 +40�J ;-- +45.7 1+44.5 +43.6 1+43.0 +42.4 +42.0 +41.6 +41.2 +40.91 BUILDING DEPARTTNENTAND-PERMIT HOLDEt-.NOrtW,ARRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 -462 -8 '�5-4"-=451 , -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFEREDII(1EREIN:''----��..,,.�� :Y i0 29 ft I J, �' 29 ft 5.THIS SPECIFICA'T'ION IS NOT IN TENDED,TO OPFER ANY PRODUCT APPROVED +46.0 +44.8 +43.9 +43.3 +42.7 +42 3 +1:9. +41.5 +412 ✓ +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. REFER TDJiANY-SEPARATELY SUBMITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 -465- 46.1- f45.7 -45.4 / -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DESIGN-VINSTALCATION-INFORMATION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +4 6I +42:2 +41.8 +415 ,�30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS TQ B9 VBRIFIED,$Y OTHERS.IN�ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL LOCAT>IMPACT-PROTECTION SYSTEM ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -4. ---46.7 -46A'- =46:0 '�32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIOWI&OFFERED-FORTHE IN1'`EGRITY OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.T Z14.�2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY f IZM E �HERLIN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +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(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a T_a, ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 I HEIGHT 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 soft +51.6 +50.2 +49.3 +48.5 +47.9 1+47.4 1+47.0 +46.6 +46.2 5 5650ftft JI I JQ ® G -57.1 -55.7 -54.7 -54.0 -53.4 52.8 -52.4 -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 (A-)+52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 55ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 a " -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71ELEVATION 53. 6 +52.+53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft + 2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES [T„ C) o REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE WiNEERING im O INIT ISSUE GSS TSB 03/05/12 mzREV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r'Ioi /11 ®CRL7® z v REV 2014 FBC DGM TSB 06/10/15 `[ 1`I J /-�` 7 z-ft Z Ln - - ASCE 7-10,CHAPTER 30 CORPORATE OFFICE: Z Z 160 SW 12t h AVENUE, SUITE 106 �� 0 DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 THIS DOCUMENT IS THE PROPERTY OF ENGWEERWG EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 TAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 18&5 0 F,y 9 WRITTEN CONSENT OF MGNEFRING EXPRESS.ALTERATIONS, yOTHER io DocENraRENOT AS E ® E:HELLO@ENGINEERINGIXPRESS.COM M Znr o ENGINEERINGEXPRESS.COM < M IAMDADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION • T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wftv.m1am1dnde.eov/economy CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade. County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been desi with the Florida Building Code,including t oct urricane DESCRIP ON: Series"Sentinel 120"Aluminum Horizontal Sliding Window--L.M.I. AFPROV CUMENT: Drawing No. W10-18, titled "Series Sentinel 129.A1�m. Hogila� iding .� it Wdw. (L.M.L/S.M.L)", see f 11 dated 03/29/10 with revisiat iW" /�l0/15;••••• prepared by A]-Farooq Corporation, signed and sealed by Java a , Aft the Miatni-Dade..... : County Product Control Revision sta V 1,114 er anflrex iration&a by the • Miami-Dade CountyProdu ntroI Section. ••• • 0:00 . .... .... ..... MISSILE IMPACT TING:Large and Small Missile Impact Resistant .. ..• '..' ...... LE%MATIONS: Glass I than 36-inch shall have two settin b] d NW-Lift deSises per •• • FBC requirements. •••• j LABELING: Each unit shall bear a permanent label with the manufacturer's rime ar logo,•oiV,•state,. ••• series, and following statement: "Miami-Dade County Product Control Approved",unless otherwisevoted 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 j 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 th manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0915.07 and consists of this page I 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.15-0512.05 MIAMI•DADE COUNTY � ...� � Expiration Date: September 22,2020 Approval Date: August 20,2015 Jj41�� Page 1 li i I i CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E"dated 08/04/15, prepared by Al Farooq Corporation, signed and sealed by Javad'Ahmad,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 242-94 2) Large Missile Impact Test,per FBC,TAS 301-94 •••••• ••••;• 3) Cyclic Wind Pressure Loading,per FBC,TAOS 20"3-94 .••:•. '. along with marked-up drawings and installation diagram of a; i;@;;1400 PVC project••••; out window, to qualify DuPont "Butacite" PVB interlayer, Durasealf, and Supet e e e% Spacer® insulating glass spacer,prepared by Certified Test Laberatories,:>resf Report•:••• No. CTLA-3056 WB,dated 03/03/15, signed and sealed by RV*th:C.Pata?,:P.3. 0 0.0 0 3. Test reports on: 1} Uniform Static Air Pressure Test,Loading pe; ;$C TAS`l0�94 •••; • 2) Large Missile Impact Test,per FBC,TAS ....:. 3) Cyclic Wind Pressure Loading,per FBC,T04 S-03-94 �••••� ;�•�•; along with marked-up drawings and installation diagram of Serits 2380abb iinunt . fixed window, to qualify DuPont "Butacite" PVB interlayer,'Duraseal@ and'Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform.Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT1-0080--0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted ander NOA No. 10-051032) Manuef Pepeiiq,4.E. Product Controler NOA No. 1xa 12.05 Expiration DRte: September 22,2020 Approval Date: August 20,2015 - E-1 ' I CGI Windows & Doors NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying wi FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, ' ed sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical 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. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheluica)Comp jpy;(MA)...... for their"Saflex Clear and Color Glass Interlayers"dated 0619114,expiria on .• 05/21/16. • ...... .. . ...... F. STATEMENTS •• • 1. Statement letter of conformance, complying with FBC 5th E4;i (2014 ,1 of nio.%.- financial interest, dated 05/29/14,issued by Al-Farooq CorpoPWop,signea.•andsealed••••• by Javad Ahmad,P.E. (Submitted under prepiout�pA No. 14-V915.07) •; 2. Laboratory compliance letters for Test Reports No.'s Cfi A 1056 -*�WAI•dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056'4 ,x, dated 04J16/15, aj•••'; issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,Z.E. 3. Testing Proposal issued by the Prbduct Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. 4. Laboratory compliance letters for Test Report No. HT1-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NDA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window- L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuelerez, Product Control-Ex to r NOA No.15-0 .05 ExpirationDate: September 22,2020 Approval Date: August 20,2015 E-2 I ' TYPICAL ELEVAll ,,,• 110• 4,u a FLANGE WIDTH BUCK WIDTH o 6' 28 5/8" 5 1/2- 26 5/8- c MAX. 10•MAX. MAK MAX. 10•MAK MAX. HEAD/SILL MTD.STILES HEAD/SILL 12 - HEAD/SILL MTG.STILES HEAD/SILL A C 5- � i At 5' \ O ted' 5 5 m 0 7 } al I t I 1 1 0. 110 gG a ii II ° d 0 u ii II }Z'c E 11 F jj F E1 II F jj F fin{ V IS cyo a a G3 0 _ — �•Z ii II m ii II � a11l�SF 5 5 II 7 It � m m 1 I I 1 I FALSE MUNTMIS FALSE MUNTINS (SURFACE APPLIED) 32 7/8' 32 7/8- ADOL ANCHORS (SURFACE APPLgD) 32 7/8' 32 7/8" VA L ANCHORS OPTIONALD.L OPG. D.L OPG. AT LAT CENTER OF LITES&MTG.STILES OPTIONAL D.L OPG. D.L OPG. AT T HCENTEEAD/RS'OF I &MTG.STILES �^ 36 3/- SEE NDTE()ON SHEET 2 36 3/8- SEE NOTE(•)ON SHEET 2 C3¢ DTH VENT WIDTH Ad GE & FLANGE ADAPTOR FR EQUAL LEG FRAME �C,4 o �NM•° o3", 5 1/2- 13 5/16' O— MAX 5'MAK MAX C9 p NFAD/SILL 6TTG.STILES MA. HEAD/SILL P j MGg °ama . SERIES SENTINEL 120 yV o ALUMINUM HORIZONTAL SLIDING WINDOBA '�ar Coft S •D5 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER on /Z020 CHARTS SHOWN ON SHEET 3. By nProductCmdio c R a II 6 ii a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S B 12 OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTYLLI APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUONS IN BETWEEN. • IOx n C1 a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL c WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS U o a m m ----=,IIffL----- --- INSULATING LAM. GLASS �+a in --- R----- --==jj=-_— • • TRIS PIICDUCPHA%B IbESIGNED AND TESTED TO COMPLY WITH THE m $a s 8$ --- - u • ---•-R! FIDRIDA BUILDING CODE INCLUDING RIGA VELOCITY LARGE MISSILE IMPACT m o • ;, •04 :Zft S SMALL MISSILE IMPACT B2 ° • MODSBUEKSaBY OTHERSlMUST BE ANCHORED PROPERLY TO TRANSFER a n • • • fUlADS 10 TO SIRU, o Engr.JAVAD AHMAD I u ANCHORS SHALT.BE AS LISTED.SPACED AS SHOWN ON DETABS.ANCHORS CML a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA PE 111 70592 c FALSE MUNDNS • ••• •ANCH6F"OR LOAPWG CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N. 5� r s a (SURFACE APPLIED) 32 7/8' 32 7/8- • • • • NOT PAST OF THIS ARPROYAL.• D.L. OPTIONAL D. OPG. D.L.OPG. ••• • • • • 0 ALOAD••DURgpON•I�Cl2EABjE It USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A 2015 38 3/8' • •• 41lITERIIRS•WCLUTF%UT•NOT UMITEO TO STEEL/METAL SCREWS.THAT drawing no. VENT WIDTH •• • ••COME IIOTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W10-18 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE sheet 1 of 1 1 ••• • • s • ••• • • • •• •• • • • •• •• DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SM (%OK SIZES) (XOX SIZES)G1 9� I FLANGE DIMS. BUCK DIMS. E TYPES'A'k'AI' OIAS6 I V 'B'WBI' FLANGE DINS. BUCK DIMS. OIASS TYM'A'JeAI' CLAM TYPES FLANGE DIMS. (TUCK DIMS. CLUB TYPES A l&AI' GIM TYPES WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) -4-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) :INT.(-) IXf.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z 26-1/2" 25-1/2' 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 74" 73' 05.0 65.0 80.0 90.0 I..r kk 37" 26° 36' 2S° 65.0 65.0 80.0 90.0 106-1/4" 26° 105-1/4' 25' 65.0 65.0 80.0 90.0 106-1/4" 26' 105-1/4' 25' 85.0 65.0 80.0 90.0 P a 53-1/8' 52-1/8° BSA BSA 80A 90.0 111" 110' 85.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 0' v 74" 73' 65.0 65A 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 74° 73° 65.0 65.0 80.0 90.0 26-1/2" 25-1/2" 65.0 654 80.0 90.0 106-1/4' 38-3/8' 105-1/4" 37-3/8" 65.0 65.0 80.0 a" 106-1/4" 38-3/8' 105-1/4' 37-3/B' - 65.0 65.0 80.0 90.0 0 37" 38-3/8° 36" 37-3/8' 66A 65.0 80.0 90.0 111" 110" 65.0 65.0 60.0 90.0 111' 110' 65.0 65.0 80.0 90.0 nT y 53-1/8' 52-1/8' OS.o 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90A 74 S0-5/8' 73' 48-5/8" 65.0 65.0 80.0 90.0 V Q ei 74' 73' 85.0 65M 80.0 90.0 106-1/4° 50-5/8' 105-1/4" 48-5/B' 55.0 65.0 80.0 90.0 74' 63' 73' 62" 85.0 65.0 80.0 90.0 �yD 26-1 25-1/2' 65.0 68.0 BOA 90.0 111' 110' 65.0 65.0 80.0 90.0 Q a Q C 36° 65.0 65.0 80M 90D 74' 73" 65.0 65.0 80.0 90.0 a 3 �� 0-5/8' 49-5/8' iV /8' 52-1/8" 65.0 65.0 80.0 90.0 106- 63' 105-1/4' 62" .6 6 76.2 7B2 74' 73' 65.0 65.0 80.0 90.0 11' 110' 0.0 60.0 76.4 78.4 LL 2 to 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 106-1/4' 67" 104-1/4' 62" - - 80.0 90.0 Z rf 37" 63' 30' 62- 65.0 65.0 80.0 90.0 111' 110" - - 80.0 80.0* W ieeill F 53-1/8' 52-1/8' 65.0 65.0 80.0 90.0 74" 73' 602 60.2 74.3 74.3 74' 63" 73' 52" - - 80.0 70-.0--* m I n *ADDL ANCHORS REQUIRED AT CENTER OF LRES AND MTC.STILE ENDS. a S� (1/2W) (1/2w) (1/3 (1/3 (1/3w) (1/4W) (1/2W) (1/4W) O N N7 Z_z�1q OPERATING =_ N1W)0WIDTH OPERATING VENTS 0 BE 1 THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o- V o 'XOX' 'XOX' 0 )r T1P. BUCK DIMS 1¢°TYP. BUCK ORAS BUCK DIMS a PRODUCTREVIM i U FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME s�Plymgwhhthe F/a-1da • AaePmvco S/ .OJl g 212 FLANGE DINS ilOtlon Dato I�ZD •• ••• • • • • • e• BY MCI:cS o g d a • e •s e a e •-• -- •• ••• FLANGE & FLANGE ADAPTOR FRAME E5 ` " EQUAL LEG FRAME I WSID. JA�LAHYAO FL0.PE MTG. RAIL• MTG. RAIL: GAN.MAX. LOAD TO ±65.0 PSF J-H.D. LII�141AX. LRAD.T(Pg R0.0NOTE:• • • 190.0 PGLASS CAPACITIES ON THIS SHEET AREE4 • •• • • •• BASED ON ASTM E13OD-09 (3 SEC. GUSTS) drawing no. ` ••' i' •e` '•' AND FLORIDA BUILDING DECLARATORY STATEMENCOMMISSION DCA0MMIS f DEC-219 15 W 10-18 sheet Q of 11 • • • • • • • • • • se• • • • see 0 • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF r' (x0 OR OX SIZES) (XOX SIZES) (xoR SIZES) BUCK DMS. MAN TYPES'A'B'Al' MASS TTITS' WRI' BUCK DIMS. Gumss 'A'&'Al' GIAS'R TFM'B'h'Bl' BUCK DIMS. G=TYPES'A'k'AL' mA1S TYPES'B'k'Bl' o WIDTH HEIGHT EXT.(+) [Nr.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXr.(+) Dir.(-) -(+) MT.(-) WIDTH HEIGHT EKr.(+) INT.(-) DIT.(+) INT.(-) O 25-1/2• 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 36' 25, 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 aI 52-1/8' 85.0 85.0 80.0 80A 110' 85.0 85.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 V 73' 65.0 68.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.D 25-1/2' 65.0 65.0 80.0 80.0 1D5-1/4" 37-3/6' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 65.0 80.0 80.0 LL 36' 65.0 65.0 80.0 80.0 110' '65.0 65.0 80.0 80.0 110' 65.0 65.0 80A 80.0 0 d 37-3/8' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 49-5/8' 65.0 65.0 80.0 80.0 V 73' 65.0 85.0 60.0 80.0 105-1/4' 49-5/8' a65.0 1 80A 80.0 73' 1 62' 65.0 654 80.0 80.0 day o�g 25-1/2' 65.0 65.0 60.0 80.0 110' 85.0 65.0 80.0 60.0 V a a p 36' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 60.0 W @ 49-5/8' ��QQ ii44 52-1/e" 65.0 65.0 80.0 80.0 105-1/4' 62' 61.6 61.6 80.0 80.0 Gi 73" 85.0 65A 80.0 80.0 110` 80.0 80.0 80.0 B0.0 GG,71,ii lO�) V, 25-1/2' 65.0 65.0 80.0 80.0 Z p a 38' 62, 85.0 65.0 80.0 80.0 W a s2-1/8' s5.a 65.0 80.0 80.0 0 73' 602 602 80.0 80.0 w m J (1/2W) 0/2W) (t/3w) (1/3P) (1/3W) (1/4 (+/2 (t/4MO 0 rd r r'- 0 w cn �i N t7 m OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0 M 0 3 N XO OR OX' 'XOX' XOx. c 0 BUCK DIMS FIN FRAME all I m l •• ••• • • • • • • - _ -- • • •• • • • • • . .Mlyft wa t•Pimids E5 Q, '. '; ; ; ; ; ;•� • �'AN, SiJ.2.OS FIN FRAME .. ... .. . . .. /2020 m Engr.JAVAD AHMAD BY By p"duct FIA PCErVjlL STD. MTG. RAIL: H.D. MTG. RAIL:* CA& B LIMIT MAX. OAD TO ±65.0 PSF •UWI&4M. LOAD TO"0.0 PSIO• •• NOTE: oss2 \ E4 • • • • • • • CLASS CAPACITIES ON THIS SHEET ARE E4 • • •• • • •• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) Q ) drawing •• • •• • • AND FLORIDA BUILDING COMMISSION •• • .• ' •• ' DECLARATORY STATEMENT DCA05-DEC-219 W10-18 sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8•ANN.GLASS 1/8"HEAT STREWD GLASS 4 t• 075•Interlayer 075"Intertoyer �1 Saflez CP With PET Core SaRax CP With PET Core 01 By 'Eostmen Chemical Co. By'Eastman Chemical Co.' OR OR 090'Interlayer Salt"Clear And Color Glass Sell=Interlayer ' Clear And Color Glass � W 0'Eastman Chemical Co.' BR'Eastman Chemical Co.' Fo I f 090"Interlayer 090'interlayer � Kuraray SenlryGlos Kuraray SentryGlos Q By Kuraray America, Inc.' By'Kuraray America,Inc.' a OR OR p 090•Intedoyer D90"Interlayer Kuraray ButocRe PVB Kuraray Butacita PVB a By'Kuroray America,Inc.' By'Kuraroy Amedcu,Inc.' C 1/8'ANN.GLASS 1/8"HEAT STREN'D GLASS Q lL<Qp C SILICONE SILICONE O C m GE 1200 2 m GE 1200 a DOW CORNING 899 g DOW CORNING 899 M1 DOW CORNING 995 \ M1 DOW CORNING 995 V. N Ell M7 AT 1/4 ON LTIES MT AT 1/4 POINTS ON IBES a WIDER THAN 19 WIDER THAN 36• GLASS TYPE 'A' GLASS TYPE 'B' O 5/16•NOMINAL LAM. 5/16'NOMINAL LAM.GLASS x to rp n 1/8'ANN. GLASS 1/8'HEAT STREWD GLASSO CV M 075'Interl Saflez CP tYith PET Core Sallex ICP Wi h PET Core Z z � e•Eastman Chemical Co.' By%ustman Chemical Co.' ?„C) O � OR 090'Interlayer 090'Interlayer Sa11ez Clear And Color Gloss Sollez Clear And Color Glass V O By'Eastman Chemical Co.' By'Eastman Chern(ccl Co.' OR O 1/4'AIR SPACE 090"Interlayer1/4'AIR SPACE 090'Interlayer _ Kuraray Sa s Kuraroy SentryMos 1 8'ANN.GLASS By Kurorcy America, Inc.' BR'Kummy America.Inc.' gr / 090"Interlayer 1/8'HEAT STREN'D C;IA55 090•Inte g s Kuraray Butoc9e PVB Kuraray Butrt aeita PVB f$8 By'Kuraray America,Inc.' By'Kuraray America, Inc.' o a In 1/a•AWL class 1/8.•HEAT srnEN'D class MODUMOVISM r " SILICONE SILICONE A �N D •$$ GE 1200 us yl DOW CORNING 899 m DOW CORNING 899 GE 1200 �� Le M1 DOW CORNING 995 DOW CORNING 995ByA act XL EDGE SPACER •� • • XL-EDGE SPACERST.STEEL BY'CARDINAL' • • ••• • • I ST.STEEL BY'CARDINAL' OR • •• • • OR a DURASEAL BY'QLIANIX • • • • • • DURASFAL BY'QUANDC OR •• ••• •• ,+• • OR o " SUPER SPACER BY'QUANDV a Eng,.JAVAD AHMAD E9 E9 SUPER SPACER BY'OUANEX' CIVIL N W M7 AT 1/4 POINTS ALL SAES M7 AT 1/4 POINTS ALL SIZES SCAN,PE�363r bt', 0 0 GLASS TYPE 'Al' • • • • • • G,,„,I,,.P��s�fl**��',,Y.,„„NI�1E 1 iy 0.70"OVERALL INSUL LAM.GLASS ••• • • ••• �76�rElkiNSC*GLASS drawing .. •. . . W10-18 201 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING •• • •• • •• • EXTERIOR PLY OF GLASS TYPE'A1'&'Bt'MUST BE TEMPERED. sheet 4 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE E1.IEV.ANG"ANCHORSMETAL SEE FLANGE & FLANGE ADAPTOR FRAME y.V ,Br FOR SPACING 0 WOOD BUCK TYPICAL ANCHORS o e. IY •• SEE ELEV. 3 e n n ". ° -EDGE DIST:• FOR SPACING ; i Z a t?.••e a a• 5 o 11 MMI-RADE COUNTY APPROVED 11 = z {{MUWON&MUIN.- IST. ION ANCHORS to EDGE DIST. ut { 1 1 i SEE SEPARATE NOA I ..,.:. � IST. v N 1 { 1 i EDGE DIST. O - t 21 0 TYPICAL ANCHORS STYPICAL EEANCHORSSEE ELEV. 1I T FOR SPACING FOR SPACING W i 2-3/e--MB1�{ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 y y I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I TYPICAL ANCHORS: SEE ELEV.FOR SPACING a F-92 KSI) 0{-. LLJ , CDS (Fu=1 KSI,Fy=159 KSI) 0 O W UCTURES a '� o U `, 1-1/2" MIN. PENETRATION INTO WOOD x qj o Ri dTHRU 1B BUCKS INTO CONC. OR MASONRY p1 N, m O i�, i i WHEN USED THE MIN.WOOD BUCK j = �. _ � DEPTH SHAD.BE 23(-.THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a' h cYi O V DEEPER OR BEMED WaODBUCKS is ❑3 ,,r m PERLaTrED. DIRECTLY INTO CONC. OR MASONRY _Z Z _ [W- W4i 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 3 0 414 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) U o i W a n INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK=1/8") 0 INTO METAL STRUCTURES 4 i STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) u ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) ��{1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8 I a � t I E7c TYPICAL EDGE DISTANCE �o INTO CONCRETE AND MASONRY = 2-1/2" MIN. IMO WOOD STRUCTURE = 1" MIN. m I Mq I INTO METAL STRUCTURE = 3/4" MIN. ,9 WOOD AT HEAD,SILL OR JAMBS SG- 0.55 MIN, j <o• ' ••• • • • • •• CONCRETE AT HEAD.SILL OR JAMBS f'a = 3000 PSMIN. o m -��S 11i 1 • • • • • C-BO HOLLOW/HIM NORMAL WEIGHT BLOCK AT JAMBS Pm =2000 PSI MIN. ••-- -. . ... • • •• c 1 1 Eng,JAYAD AHAUD 9 CML a ., ." - FLA.PE A 7D992CAA 5 xg ."• ISI. Or 9, •"• -• < Q. " .•f• •� •' o.• • •d EDGE hF • • •H Coda O drawing n0. TYPICAL ANCRORS^ • j 1T1PRAt.ANcr+oRs+ ©� AUG 2015 '. TBy - sEEIIEV. ¢ `'9•' ,d••' • sffiEtJN. •• ��CCJJ W90-78 `'WOOD BUCK FOR SPACING I FOR SPACING �, mhuw Product nt sheet 5 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME 4.(i 1/4-MAX. BUCK WIDTH 1/4'wx C SHIMS SHIMS 3 TYPICAL VENT MTH Mu4T Ec!'" FLANGE ADAPTOR FRAME 0 FOR SPACING O O O 1/2 TVP. p, Q .o 1/2 5� _ - -- - - - - tlo O O? u _ V p m 2 WOOD K c °' .._SCREENS OPTIONAL '- �••_.. .._.._.._.._..-.._..-..� WOOD STRUCTU 04 491 wm • 6 1� Lf WOOD BUCKS 0 e XOX LAYOUT EXTERIOR TYPICAL ANCHOR. D.L OPG. SEE ELEV. 0 FOR SPACING MIAMI-DADS COUNTY m APPROVED MUWON &MUWON ANCHORS STS SEPARATE NOA O BUCK 9WDTH BUCK WIDTH O ALTERNATE O 17 SWEEP LOCK Ow oPnoNAL TG a SPRING LOCK o 1 II h m S. 0$ n ZZTi� tl I I ._.._.._.._.._.._.._-_.._.._.._.. ._.___. 1 I To E4 TYPICAL ANCHORS PRODULTRHVBM SEE ELEV.FOR SPACING p: S aft�wll/�h�Jiho MOtida F 1/4'MAX. BUCK WIDTH 1/4'MAX AweptaOwtd SIAM 1 VENT WIDTH SHIMS aanmo By ado Pmduct TYPICAL ANCHORS 1 TYPICAL ANCHORS vv of p z z z SEE EIEY. CING FOR SPASEE 1 SPACING_ FOR SPACING of/4. omemee _ _ - _ • • e INTAUATION.DETAILS SHOWN ON PAGES 5 m 43 d $ao _ - • •• • • �I a AND 6 APPLY TO BOTH FLANGE FRAME AND a m o m W METAL • e• • • • q•', - FLANGE ADAPTOR FRAMES.STRUCTURE Soo o • • • • II• • - .. .._.. .. Engr:JAVADp AHMND t e •._.._sCRIENS OPTIONAL .._.._.. - -. :.' _ -'- ,93 FLA AIL'3538 \ 5. — a E6 • • • • • ei�•• 113Y ES • • EI{�T8RI4R• • '.1 • WOOD BUCKS 0 •• —i- •• • ••'o • �� 01h draWinno. XO LAYOUT•• • D.L DPA •• •e• :� .•.a v g W10-18 ahaet 6 of�� • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS METAL EQUAL LEG FRAME p 1DY FOR SPACING STRUCTURE �� WOOD BUCK i 1 .. - TYPICAL ANCHORS _ _________ __ •. SEE ELEV. _ r---------------—�I 3 -a a °" •°X o •fDGts DIST. FOR SPACING c I I I MLAMI-DARE COUNTY APPROVED •a- a�•a ••d• ° °' .n e' x a E 8 MULLION&MULLION ANCHORS I Q • J °a y DIST. I I SEE SEPARATE NOA < 1 EDGE 1 P h" ;1 I a I I DIST. 0 6 O La I L7 ` a TYPISPACING ANCHORS TYPICAL ANCHORS O nap r n SEE ELEV. SEE ELEV. � I T FOR SPACNFOR SPACING G 03 I EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY V.Z� INTO WOOD. CONCRETE OR METAL STRUCTURES � tANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 FOR SPACING 2�3/8'MIN. I a !i T/4.MAX. BUCK.WIDTH SHIMS j n II 'O 2-3/8'MIN. 0 La y i T 1/4'0 _ �� C3 11 H I d Q Ih Mf V4 in W iti WHEN USED THE MDL WOOD BUCK Z m _.._._.._..-.._.._.._.._..___.. OEM SHALL E W.THE USE OF DEEPER OR BBEVELED WOOD8UCK5 IS MIAMI-DARE COUNTY r� ..t PERMITTED. &MULLIpNMANCHORS a�Q . E6 SEE SEPARATE NOA U 4 'v o-'• BUCK WIDTH BUCK WIDTH II _ 94 1 I ' E7 M9 1 1 i •• ••• • • • • •• PRODUC!'REVISED � • • • • • • • � attampiq[og�atlhdm — � �'�� • •• • • • • • AwepignooN TYPICAL ANCHORS B1 . Date lrOZO SEE EIEV.FOR SPACING BY Eng,..4WAD AHMAD 4 b CNIL 1 . •.-• .. - FLA PE J 70582 ` . •. .•• e° CAN.35 • •° EDGE - d' v v- v'• ;n \� ..�.•a ,.4 :• •.*: •s_ • ••� .• •• O AW •fl'FtAL AN CHOIS♦• • i$ •° �, drawing no. v. TYPICAL CIIORS ;• ^ p I 1BY SEE ELEV. '•�-' .°-•• ' FOR SPACING 1 7 7015 W10-18 WOOD FOR SPACING - sheet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OT BY ay OTN ONLY aFOR�SP�ACINGeDRs FIN FRAME y.V o - EXE.ILLUSTRATIVE R INE. rLS.ONLY M o 3 Eli N t J HOUSE WRAP Cd \ TYPICAL ANCHORS: SEE El".FOR SPACINGNOT c #8 SMS (GRADE 2 CRS) 0 0. ® z 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a c LL BAatBED 1-1/2" MIN. PENETRATION INTO WOOD E3 CAUUONG O `� 000 I, N 1 � m I ' N V) O � It i, 0 to NWOOD STROT BY UCTURE 1/4•MAX. BUCK WIDTH 1/4•MAX yy�y Ct t LL o GAP g GAP c O III 1/2•MIN. 1/2.WN. a x ONM w o2 �e Z� E2 1 30_ BAS o CAULKING 1 E7 - 1 _SCREENS OPT. mg Z Z Z Z i HOUSE WRAP E6 1 NOT BY Cd c• ^e Et 1 1 •• 900 • • • • • •• EXTERIOR • • •• • • • • • p C<m • •• • • • • ••• • BACKBcAULKNto ••• ••i ••� ••• i i ••• Ear.JAVr AH1UiD 0 CNp. WRAP PE r2HOUSE .� CGI • 0:0 • ••• . rxoayCEREVISBD CAN. NOT BY C 11/z• : : : : : : : �nauuamodm AUG 2D15 a . •• o •• No G O • •• • •• Dno (] drawing no. TYPICAL ANCHORS _ •• • •• • •• By W 1 O-1 S SEE EI EV. FOR SPACING Mie Product ConProduct Con sheat 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART$ QUANTITY DESCRD"PION MATERIAL F(ANF./SUPpL>XR/BEMAgKq 4,U c3 E7 CGI-100 - FRAME JAMB®FIXED GLASS 6063-TB CGI EXTRUDER o E2 CGI-113 - FRAME SILL 6063-TB CGI EXTRUDER o R CCI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CGI-103 - MEETNG RAIL 6063-T8 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-TS CGL EXTRUDER I ' E6 CGI-105 - HANDLE RAIL 5063-TS CGI EXTRUDER 0. E7 CG1-108 - SASH RAIL 5063-TG CCI EXTRUDER E8 CGI-107 - 5/16'GLAZING BEAD 6063-T5 I CGI EXTRUDER E9 CGI-108 - 0.700'GLAZING BEAD 6063-TS CGI EXTRUDER E10 CGI-109 - FRONT FLANGE ADAPTOR 8063-T6 GO EXTRUDER E11 CGI-110 - NAIL FIN ADAPTOR 6063-TS CGI EXTRUDER p�p g EI2 CGI-135 - IF FRAME JAMB®FIXED CLASS 8063-T6 CGI EXTRUDER L Q G g E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER C 4 C E14 CGI-139 - IF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI-140 - 1'MUNTM 6063-TS CGI EXTRUDER EIS CGI-141 - 2.5"MULLION 8083-T6 CGI EXTRUDER E17 CGI-605 - SCREEN FRAME 6063-15 CGI EXTRUDER1- E78 CGI-114 - SILL SNAP IN 6053-T6 CGI EXTRUDER O E19 C6I-115 - SILL FILLER 6063-T6 CGI EXTRUDER N E20 CGI-118 - FRAME JAMB 6063-T8 CGI EXTRUDER � N E21 CGI-117 - HD LOCK RAR 6063-TB CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-76 CGI EXTRUDER + E23 CGI-10B - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER O tzi M1 CGI-382V - GLAZING BULB VMYL(DURDMETER 75-80 SHORE A) FVC - 0 Li LM2 CGI-111 - SCREW COVER(OPTIONAL) PVC - M3 CGI-112 3'® ANCHORS EQUAL LEO COVER/SHIM PVC - N o M4 - 0.700 X 0.040"BEAD GE1200 SILICONE SILICONE GE �M: M5 - 0.700'X 0.040"BEAD DOW 995 SILICONE DOW Cd �Q �7 M6 - 0.700'X 0.040"BEAD DOW 599 SILICONE DOW , Z_z M7 - 2/UTE SETTING BLOCK EPOM DUROMETFR 80±5 SHORE A m M8 - PROTECTO WRAP WATERPROOFING OR EQUTV. M9 684 - ROLLER TRACK FVC M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON M11 W2320ING - PILE WITH CENTER FIN WOOL ULTRWA13 OR EQUN. M72 CM-129 1 PER SASH EGRESS LACK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANf0.1FT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI MIB CGI-134 - JAMB SPACER FVC PROTOTYPE OR EOUN. wtw+w M17 A30730 I-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUV. 6�a oil ED MIS M-132 2PER WD.2' SASH STOP PVC PROTOTYPE mR�NN1Y0+8�b�Fimida m bo M19 CGI-111 ®FR. HEAD SCREW COVER PVC PROTOTYPE Bandlog Coda w 'JS— . 11 C z g M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M Aoxpm. /�.G G/�7 M22 - VARIES W-FLO WEEP COVERS PVC AMESBURY OR EOLAV �DM •• ••• • • • 0 •• BY p0gu�co S2 2 OR 3 PER CORNER 10 X 1 114"LB.PHL PH.SMS. ST/5r... LY SCREW _ - idlalml al • d $ S3 - 1 1/4'EMBED. d 8 X 1 1/2'LG.PHL PH.SMS.FM ANCHOR SCIEW •• • • • • -000 - • s m u o w S4 _ 4 PER WD. 8 X 1/2'PH.SMS. ST/ST BALANCE BRACKET S5 2 PER WD. If 8 X 1'LG.FH.SMS. Sr/Sr.SPIRAL B.ASSEMBLY Eftur JAVA AHM o 58 - - ®5 X 1/2'LO.FH.SMS.®CGI-133 &CAM LOCK - - � FLA PE70592 SB - 4®M.RAIL 10 X 4'LG.P14L PRL SMS. ST/ST.ASSEMBLY MEETING RAIL - - o S8 - 2 PER ANTLLIFT #10 X 5/8'M PHL PH.WAS. ST/ST. • • • _ •_ • C o • • • • • • • • • • • •• • •• • • • 6A7 2015 drawing no. •• •• •• W10-18 sheat 9 of 1 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2440 2440-"jII-TI 2113 .065 .490- .120 v I 1.015 6�luo .705 .050 TP. .705 A50 TYP. Z 2.101 1.301 1.301 1.550 1.680 C 1.607 1.220 2.846 065 065 .864 .864 ttP. 2.346 TP. 1.007 065 .050 1.395 O 5/16"GLAZING BEAD- O .700'GLAZING BEAD 1.155 1.155 • 1 449 2;O u 1 At5 1..315 Li.3651.745 Eff NAIL FIN ADAPTER 11.3951 O b sin Eta FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL I I 180 egg Q 1.496 .OSOT � .060 0a<p 1.015 1.015 1.788 065 1.413 o{�o�j�Q� 1.140 055 p 3 3i r 1.1401 7YPt Frr . 2.264F 1.255 O FLUSH FRAME COVER �2 SCREW COVER 1220 0 oeo _ ED ivr. A65 3.930 .065 4.430 TtP. TIP m 3.685 2.885 3.185 tA43 2.865 d � E5 LOCK RAIL E19 SILL FILLER n 1.788 01- 1 450 ��jj .180 0 2440 2.440 50 N r m 2310 a+N M O FLANGE FRAME SILL OE2 FLUSH FRAME SILL i 015 .0 O M"� 1220 z�z zz�� 2.737 2737 n O FLANGE ADAPTOR 065 065 1.043 V p TP. 1YP. E21 ALT. LOCK RAIL 0 2,x05 2.613 2505 2.613 1.892 j 1 -065 TYR o tA00 981 .500 .991 2195 n go V, 3.237 2737 1.015 E14 FLANGE FRAME JAMB (MOVING) FLUSH FRAME JAMB (MOVING) 1.043 cm c=VV .811 �{ .811 • ••• • • • • • •• oo+_foo ✓$ Lit L• • • • • tl �aSBS •• • • • • ••• • �`g5 m M. 2505 .055 TP. Engr.JAVAD AHM 1 .e CL IQI FLA.PE 70592 1.015 1A15 *1.015 95 CAN. . • • • • PR01DUCf RSVISIID • •l 090G�. 7 2Udrawn n1.745 1.245 •• • •• ttm Dato W10-18 Qq E12 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL t' e PtoduclCc sheet 10 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• 11.0 • • •• •• 1 V , a W � 0 N FRAME TOP CORNER m N VENT OP BOTTOM CORNERS a.: 52 N 3::NM /• r 03M n i 0 - l % � o 6 O-PP pp PRODUCE REVISHD .12$ i z es I � dw Florida wia'h gouge . AcapmtseN •• ••• • • • • • DUD �•� o eo� � • • • • • • • - Bp s $S -• i •-i • • • N5 coon m o<m o W •• see •• • • • •• .FRAME BOTTOM CORNER Nr.JWAD M � •a FIA PE I 7O 2 • ••• • ••• • • CAN S SB • • • • • • • • • • • •• • •• • • • drawing no. •• •• •• . FIXED MTG. RAIL CORNER ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • M IAM 1•DADE MIAMI DADE COUNTY Mal PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SNV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ynyw.m1amidnde.gov/economy CGI Windows&Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(Alt). 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 AEU(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER' reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building ' ing the ' e one. DESCRIPTION:Series"238"Ontswing Aluminum Casement Window-L. . . APPROVAL DOCUMENT; Drawin No. W98-100, titled "Series-23 aseiappt`••�Jdw, sheets . , 5.1—, 6an o ted 2 04/98,with revision 18atctl 04/25/14,.Xppared ••••'• by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing tha"8ni—Dad6'Cbunty....% Product Control Section Revision stamp with the Notice of Acceptance number aro eapi ation date by the:... Miami- ntrol Section. .� •• •' SS1I,E IMPACT RATING:Large and Small Missile Impact Resistan • ..�... 0000 0000. ac r um s s nratn�e•®r logo;e4,;tate,••••.. model/series, and following statement: "Miami-Dade County Product Control App=dity. unless ot'her%vise •; . . 0 . 0000.. noted herein. 000000 RENEWAL of this NOA shall be considered after a renewal application has been W114nd therp t4s 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#12-1220.14 and consists of this page 1 and evidence pages ET 1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ? NOA No.'14-0506.01 MIAMFDADE .OUNDM Expiration Date: October 26,2018 Approval Date: June 26,2014 �� Page 1 CGI Windows &Doors,Inc. NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series 238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202 -94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certif ed Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform.Static Air Pressure Test,Loading ppr FBC,TA9.'202.•94 •••••• 3)Water Resistance Test,per FBC,TAS 202-94..• ; .• 4)Large Missile Impact Test per FBC,TAS 201r9M• •••• : ••••:• 5)Cyclic Wind Pressure Loading per FBC,TAS1263294 ; ••, 6)Forced Entry Test,per FBC 2411.3.2.1,and-fASo202-94..•:• •••• along with marked-up drawings and installation diagram of W.aluminun,Fnement.:•.• window, prepared by American Test Lab of South Florida,•Ino.t•Test ' o&k No,...... ATLOSF-1109.01-12,dated 11/20/12, signed and sealed by HCM%Mttem,P.E. •; (Submitted udder previous NDA#121224.14) :0010: 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ••••; ••••• ;•••• 2)Uniform Static Air Pressure Test,Loading per FBC,TA&2=94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted underNOA#081010.02) M nue r z,P.E. Product Co19!V-0.5106.01 miner NOA Expiration Date: October 26,2018 Approval Date: June 26,2014 _ E-1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI-08-2143,HETI-08 2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,RE (Submitted under NOA #081010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTI,-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA Is#96-0417.03 and#01-1002.03) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94. 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 .••••. 5) Cyclic Wind Pressure Loading per FBC,TAk;-6.94 �;. "• • 6)Forced Entry Test,per FBC 2411.3.2.1,and.ThA 202-94. : 09060. along with marked up drawings and installation diagram of s;Laminum oasement 0000.. window, prepared by Fenestration Testing Laboratory, Inc., Tt9V V epor*X3.FTL• • 1003 and FTL-1041,dated 10/14/94,both signed and sealed bxYamil Kun=P.E.0 000 *6:f (Submitted under NOA#96-041 7.03) 000.'..• '..• : 0 0 0,0. 0 . .' C. CALCULATIONS 0 : 0000 1. Anchor verification calculations and structural analysis,complffingFBC '....: dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by J� • Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) i Manuel Pe E. Product Controlxomi er - NOA No. .01 Expiration Date: October 26,2018 Approval Date: ,Tune 26,2014 E-2 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS - 1. Statement letter of conformance, complying w' +BC- 5'h Edition(2014) ted April 11,2014, issued by Al-Farooq Corporation,si ed and sealed ad,P.E. 2. Proposal No. 13-1098 issued by the Product Con ro ection, dated October 02,2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Reports No.HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. •••••• (Submitted under NOA #08-1010.02) "" .000.0 00 4. Laboratoiy compliances letters for Test Reports No.HETI-08-;J-X,,, ••• •• •• HETI 08 2144,HETI-08-4287 and HETI 07-4298,issued by RUIcane ••. .••••. Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08 all s' ed and s eco •••' g g g� �� C. Y Candido F.Font,P.E. "" . 00:0 •. ...... .... 00.00 (Submitted under NOA #08-1010.02) • 0000 .. . . 0000.. 5. Laboratory compliance letters for Test Reports No.HTL-0080A3103V96 and •• HTL-0080-1107-98, issued by Hurricane Test Laboratory,Inc;dales 03/O6/96•and . ••••:. 0000 . 11/10/98,both signed and sealed by Timothy S.Marshall,P.E.: .•. :sees: (Submitted ander NOA #96-0417.03 and 01-1002.03) •• 0 .'•:'• 6. Laboratory compliance letters for Test Reports No.Y11,4003 and FTL-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted.under NOA#96-041 Z 03) G. OTHERS 1. Notice of Acceptance No. 12-1220.14,issued to CGI Windows&Poors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 03/21/13 and expiring on 10/26/18. manliel Per , .E. i Product ControlRio u1ner . NOA No.1 -4 6.01 Rxpiration Date: October 26,268 Approval Date: June 26,2014 R-3 GENERAL T4INDOTY SECTIONS WINDOW WIDTH FLANGE FRAME vIM Y�,1 �� • YAY-2' i D.L.OPG. Z WW1-7' 6'MAX.TYP. p A HEAD/MLL 7 CORNERS e 1 a7 0 OU 1 ' S f1 aCAM LOCKS 0 2 @2 ALl CK POINTS I�I II (q pp O GG= 3 C SNUBBER d ' t /N II p <p AT BIPACT WINDOWS ONLY it 3 �Z ts�Qf1 I5 _�` TI'====1 === SURFACE AP W d --------- ' I -------�- k 11 OPTIONAL O n � _ AL N W Ii\ Z FOR GLASS TYPES, e REFER TO to SHEETS 3 AND 4. B 24'MAX TYP. O W t 7 3 D.L OPG. D.L.DPG. 2 I/2' 2 — HEAD/SRL � � t' N WIDTH ' VENT WIDTH t' TYPICAL ELEVATION J6 WINDOW WIDTH ' f WINDOW WIDTH N EXTERIOR ! MuLn POINT LOCK 0 ' SI BY,MTERLOgC Z Z w BY'T MULTI POINT LOCK ALT.TO CAM LOCKS " o � t BY'TRUTH' 1 3 0 .3 , ALT.TO CAM LOCKS E��y O ' MAX.WWY. LOCK MAX.YIDI. LOCK y V o HEIGHT POLARS HEIGHT POINTS 0 G3 = 42' 2 38' 2 83' 3 5W, 3 I 11 t B4' 4 74' 4 6 g Be S G 23 0� ¢ U © B 7 THESE WIDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: •• ••• • • • • • •• q _ USE CHARTS AS FOLLOWS. t MOTES: •• FOR MULLION/MULTIPLE UNITS, REFER TO S n:- THS PRODH@T MLS REE@ DMI"AND Tmm TO COMPLY WITH THE SEPARATE CGI MULLION N.OA STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED �giEEQRIREMENT.i tlF'TOE FlORIEA eU1LlING COBE INCLUDING HIGH VELOCITY � ON YdND VELOCITY,BLDG.HEIGHT,WIND ZONE 4{JRRICAAe f0NE Rft.• • • •• 10 USING APPLICABLE ASCE 7 STANDARD. STEP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER Engr.`w� FSOIri1CT REVISEft D N g ' CAPACITY OF DESIRED GLASS S¢E/n`PE. LOADS TO THE STRUCTURE. FLA.PE d 70582 Bo'mpl Cngwith ode USING CHART ON SHEET 8 SELECT ANCHOR OPTION • ANOMQM SHALL HE AS i1STW, SPACES AS SHOWN ON DETAILS,ANCHORS H. AccePtoMe STEP 3 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • CMBEM?L04T TO iASSS MA7WIAL SHALY B,6•BEVONS WALL DRESSING OR STUCCO. za mdon Uote�� W STEP 1 ABOVE. ••:NCH&VNG pR NG NDMWIS•fJG4 SHbWN•IN THESE DETAILS ARE !^a '}�s! By 7 S^7EP 4 IF ALUMINUM BUCK SYSIEM 5 USED USE CHART ON mNOT WV 0�711 PRO • • • � tVl 1 20 MTom. drawing no. SHEET 7 TO DETERMINE CAPACITY. •• A LOAD DURATI�F%CREASE IS USO 1% DESIGR OF ANCHORS INTO WOOD ONLY. S� THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. � J � W98-100 SHALL APPLY TO ENTIRE SYSTEM. eh60i; Of ') • •• •• • • • •• •• ••• • • • ••• • • WINDOW!WBDTH c� VENT WIDTH YAW-, 1/2- GENERAL `GENERAL WINDOW SECTIONS V.LgO O. Q � / EQUAL LEG FRAME 6'MAX.TYP. 4 a A g CORNERS O EI v 'a IA M W4 2 04 7 6 it IK �mlry y D 11 w-- j O = 3 _ CAH LOCKS o la m 1' B 2 LOCK POINTS x o 11 W �F 1 1 ALL SIZES 1 401 \ �� •%/ �� il le� © SNUBBER l II C T____ ___ SURFACE APPLIED 0 AT IMPACT WINDOVS DNLY SS ' \u i1 FAL TISaNAL E NUHTINS j N u i ==1t_ 'i=tui'== U 1 J@ c i I 10 5 ? --------- i ____------ O t Ow 24'MAX.TYP. -----_---__ A7'HEAO/SILL N TYPICAL ELEVATION M m (EQUAL LEO FRAME) O M ,A 7 3 FOR GLASS TYPES, Z z0 e 2 D.L oPc. REFER TO D.L.opc,. z ,/2• $o VENT WIDTH SHEETS 3 AND 4. VENT WIM 3/4` �' U�: WINDOW WIDTH W/1NDOIN WIDTH O EXTERIOR MAXW MULTI POINT LOCK MULTI POINT LOCK ' BY twrw BB BY'INTERLOCK' KS ALT. 8 ALT.TO CAM LOCTO CAH LOCKS FE6?iT'POWTS HHM EH �WTS € 8 15€ 36` 2 g g 63` 3 56' 3 b 1 0 4 — 74` 4 $ $ 1 S •• ••• • • • •• 3 6 • • • • • • • • • z3 •• ••• •• • • • •• _ Erglr:JAVAD A UM pRODUCT REVISED 2 CMA as LL��SSLLJJ ••• ,ice ttin peidnegpw tiolhduteteCFmimlrTimRda Fu PE/7p�ll(gngCodecaN3gS• • • • 1acDlO • • 7 • • •• • • ••• • ••• • •• • ••• g7 ,A • •• • •• 1 I)P J '• drawing no. W98-100 sheetT,Tof 7 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �2b25 2 5/8' 2.075 1.757 .7 5 68 b25 F L u .990 rip. O 1275 2.625 N 2.215 2.465 L-ZJ .720 y 1.43e ABO TYP. G s v 0.GCt 1222 Q CORNER KEY CORNER KEY V o h ® .060 THICK ST.STEEL ® .062 TRICK ALUM=M Q FLANGE FRAME Q VENT (5/16'LAM. GLASS) O 2.075 I^---1.757 J790 TYP. 1.057 LS75 E2.712.46-5 LVENT CORNER 6 L438.080 IVN v 1b24 Q VENT (INSUL LAM. GLASS) y a Q EQUAL LEG FRAME Gni r1.' ALL FRAME AND VENT CORNERS TO BEETSM PART t 4UANT= DSBCRIPTLON MA7'ERTAt. MdHIr/B;pppldPg/>32M68t� O W SEALED WITH GE SILPRUF OR EOUN. 1 CGI-373 4 FIANCE FRAME 6083-TS DIVALE(OR EQUIV. to COI-397 4 EQUAL LEG FRAME 6083-T8 OIDALEX OR EOUIY. J A90 TYP. q) 2 CGI-378 4 VENT(5/16'LAIL CLASS) 6063-18 INOALEK OR EQUIV. 1.875 ��C4 m 28 CGI-381 4 VENT(DWL WL CLASS) 61)83-76 INOALEX OR EQUN. .720 O N M 5 2C CGI-389 4 VENT(7/18'L62L(SASS) 8063-TB INDALEX OR E'QUN. 1.4� � p 3 am 3 CM-375 4 OGEE GLAZING BEAD 81)63-TS INOALIX OR EQUN. Z_Z 3A CCI-386 4 SQUARE GLAZING BEAD SD83-78 INOAT.EX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM 1.347 00 s 4 8 - 8 .0110 THICK CORNER KEY ST.STEEL- U.-2 6 AP-azs As REQD. FRAME WEATHERSTR�PMG SC�GEL APnI © VENT (7/16' LAM. CLASS) 0 7 QM-K-190AS REOD. VENT SCHLEGEL Q-IAN 8 38-10-00-101 2/VENT 4 BAR HINGE,AT TOP AND WETGEJ STEEL TRUTH,ATTACHED W/(6)88 X 3/8'SS SMS '7 @ 9 24-13-01)- 2/VENT FACE MOUNT LOCK psn�:ELTRUTH,ATTACHED W/(2)48 X 3/8'SMS9A - 1/VENT MUL31 PONT LOCK TRUTH 2039B1/VENT MULm POINT LOCK INTERLOCKm 10 - 2/VENT .110 THICK LOCK KMPM AT FRAME JAMB FACING LOCKCm,ATTACHED.w/(2)410 X 3/8'SS sM6 1 OPERATOR(OPTIONAL) TRUTH.ATTACHED W/(2)48 x 3/8'ss SMSito - 1 OPERATOR(OPICHAL) IINTERLOCK CGI-375: OGEE GLAZING STOP $12 30175 1 OPERATOR TRACK TRUTH,ATTACFffD W/(2)48 X 3/S'ss SMS .7532/CORNER FRAME AND VENT ASSEMBLY SCREWS 410 X 1-1/4'S5 SCIS 1 1 908 .8 ID •• ••• • • • • • •• q� N •_- •I • •-• • • • -- - -- _ -_-- - - - • • •• • • • • • .817 mc"Oz- • • • • • • • • • ®CGI-396: SQUARE GLAZING STOP En¢r.JAVAD AHMAD CWIL' PRODUCTREVISBD q FlCA.&3EP8 2 Build ng de A G the FlOrlde • ••• • ••• • • l ccePl�cnTo 4- 6.0/ • • • • • • • • • • '1 LhpiretioD Dam /8 S y •• • • • Br FRAME CORNER ••• ••• • • •• • ••• • • 3#Q 247 p�epT,met o drawing no. •• • 00 •• �'�. � _' W98-100 aFleat 2 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3 16'ANN.GLASS .090'Saflex Clear And Color Glass 090'Satlex Clear And Color Gloss $ - 1/8'ANN.GLOSS I 3118•HEAT STREN'D GLASS By'Eastman Chemical Co: By'Eastman Chemical Co.' wyer Saflex ICleeaar And Color Glass IMFJ2I.AYEF6 075'Saflex CP With PEI Core .075'Saflex CP With PET Core By'Eastman Chemical CO.' By'Eastman Chemical Co.' INTERLAYER S By'Eastman Chemical Co.' 090'DuPont SentryGlos .090'DuPont Sent a ey'EJ.DuPont De Nemours&Co.,hhc By'E.L DuPont De Nemours&Co.,Inc.' Q 1/8'ANN.GLASS 3/18'ANN.GLASS m /16"HEAT STREN'D GLASS y.0.0 BEAD SR.ICONE I OPTIONAL I $ 1 I ALL GLOSS TYPES it t Q o FF�ii i lDOW Ow 8899 d i GE-1200 ONE \F3 1 s SILICONE it �� as v 1 I: DDv 995 DOW 99S 11) m°'s99 ' I�. DOW 999 I: Q Cf 5/18" NOMINAL 7/18' NOMINAL 7/16" NOMINAL Q Q D GLASS TYPE 'S' GLASS TYPE '6' Q ca 8 PERFORM&NCE VALUES OF IMPACT RESISTANT W1NI*VS1 PERFORMANCE VALUES OF IMPACT RESISTANT MODYS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS �Z o�S NO SHUITERI RIAUIRED NO SHUTTERS RFAUtREO ��p4 J REFER lO SHEETS 8 TNPoI 7 FOR 0I5TA11/11W17 OkTABB REFER TO SHEETTS 8 THRU 7 FOR INSMIAIION DETNL8 AGER TO SHEETS 5 TFBIU I7 RISTAUA110N DEIA S 61 N p WRMW DDIS GL=TYPE YY GLASS TYPE'8' GLASS TYPE'8' WINDOW DIMS. GLOSS TYPE'E' GLASS TYPE'S MAN TYPE'6' WINDOW DIM& GLASS TYPE'8' MASS TYPE'S' GLASS TYPE'8' 111 e111 wim HEIGHT EXT.(+) 1M.(-) ExT.(+) INT.(-) w.(+) HNT.(-) WIDTH HucHT EXT.(+) TNT.(-) EXT.(+) 1M.(-) OCT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NL(-) DR(+) 1NG(-) 20' 110.0 194.3 110.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110.0 195A 79-1/8' 110.0 195.0 11040 195.0 110.0 I95A d 24' 110.0 151.9 110.0 185.0 110.0 195.0 2$ 73.4 73.4 110.0 120,0 110.0 120.0 26-1/Y 110.0 195.0 110.0 195.0 110.0 195.0 () 28' 110.0 138.8 110.0 195.0 110.0 195.0 28• 84.2 642 110.0 125.0 115.0 120.0 3Y �• 710.0 14&4 170.0 195.0 110.0 195.0 � Z 30' 36' 110.0 1295 110.0 184.0 110.0 196.0 30' 6B' 60.6 60.6 110.0 120.0 110.0 120.0 42' 110.0 12&1 110.0 195.0 110.0 195.0 'a 3Y 110.0 121.4 110.0 194.0 110.0 195.0 32' 57.5 575 110.0 120.0 170.0 120.0 19-1/8' 110.0 190.8 110.0 10&0 110.0 195.0 � K 38' 107.9 107.9 110.0 185.0 110.0 195.0 36' - - 65.0 60.0 60.0 BOA 26-1/2' 38-3/6' 110.0 137.5 110.0 194.0 110.0 195.0 00 La 40' 97.1 87.1 170.0 195.0 115.0 120.0 40' - - 60.0 6040 60.0 60.0 3Y 98.6 96.5 110.0 1845 110.0 120.0 42' 925 92.5 110.0 120.0 60.0 80.0 20' 65.4 68.4 110.0 195.0 110.0 120.0 42' au 88.8 110.0 120.0 110.0 120.0 z 20' 110.0 1665 110.0 IB&O 110.0 195.0 2P 56.1 5&1 110.0 120.0 110.0 120.0 19-1/8' 110.0 1445 110.0 195.0 110.0 195.0 N n g 24' 110.0 13&8 110.0 loam 110.0 195.0 28• � 4&9 489 110.0 120.0 11MG 120.0 26-1/2' 50-5 8' 99.7 104.3 110.0 195.0 110.0 195.0 3 N 28" 110.0 1189 110.0 1830 110.0 195.0 30' 4&0 48.0 110.0 120.0 110.0 120.0 37' I 74.7 74.7 110.0 120.0 110.0 120.0 00$M 14 30' 110.0 111.0 110.0 195.0 110.0 195.0 32' 439 43.8 110.0 120.0 110.0 120.0 42' 65.8 659 1f0A 120.0 110.0 120.0 gg Z Z m 3Y 42' 104.1 104.1 110.0 185.0 11040 120.0 36" - - 60.0 60.0 60.0 63.0 19-1/8' 883 1042 110.0 195.0 110.0 1830 L�f �0 36' 829 829 110.0 120.0 710.0 120.0 32' - - BOA 80.0 6040 BOA 26-1/Y 83' 749 77.9 110.0 120.0 110.0 120.0 0 40' 83.3 83.3 110.0 120.0 110.0 120.0 36' 76• - - 6640 60.0 SMO 65.0 37' 60.0 80.0 110.0 120.0 110.0 120.0 U . 42' 79.3 79.3 110.0 120.0 BOA 60.0 20- 52.0 52.0 110.0 120.0 710.0 MO. 42' - - 60.0 60.0 60.0 60.0 O 26" 110.0 145.7 110.0 195.0 110.0 195.0 24• 439 43.11 110.0 120.0 110A 120.0 19-1/8' WA 63.0 110.0 195.0 110.0 120.0 24' 110.0 721.4 110.0 185.0 itOA 195.0 28' 78' 3&1 35.1 110.0 120.0 110.0 120.0 26-1/Y 74-1/4' 46.6 4&8 110.0 120.0 110.0 120.0 28' 103.9 104.1 110.0 1930 170.0 120.0 30' - - 110.0 120.0 60,0 60.0 37' - - 59.8 59.8 699 58.8 30' 48' 97.1 97.1 110.0 186.0 110.0 120.0 3Y - - 6040 6040 60.0 60.0 37' 77' - - 56.3 563 68.3 58.3 �k hk g 327 91.1 91.1 110.0 120.0 110.0 125.0 20' 415 415 110.0 12D.0 110.0 120.0 ' 0 35" 809 80.9 110.7 120.0 110.0 120.0 24' 34.9 34.9 110.0 120.0 110.0 120.0 �k LIMIT MAX.LOADS TO 171.0 PSF 0 zo 40' 72.8 7240 110.0 120.0 110.0 120.0 26' 84' - - 110.0 12040 64.5 54b WHEN�OLTI POINT LOCK BY'INEiRLOCIV 42' 69.4 69.4 170.0 120.0 BOA 60.0 30' - - 812 Sit 512 512 0 20' 110.0 120.5 110.0 195.0 110.0 195.0 32' - - 483 48.3 48.3 48.3 hkrk SIZE 37"X 77"APPUCASLE TO FLANGE FRAMES ONLY 24' 950 107.9 110.0 195.0 110.0 1930 SEE SHEET 1 28" 88.2 925 11040 125.0 110.0 120.0 30' 84.4 88.3 110.0 iffi0 IT" 120.0 NOTE: •• ••• • • • • • •• GLASS CAPACIiIES ON THIS SHEET ARE q $ 32• 80.8 BOA 110.0 120.0 115.0 120.0 36• 719 7 120.0 1104 120.0 �++ -•i 1 -s i--- BASED ON ASTM E1300-09 (3 SEC. GUSTS) ea9 Balt 110.0 120.0 110.0 l20.0 • •• • • • • ••• • AND FLORIDA BUILDING COMMISSION o • • • • • • • • • DECLARATORY STATEMENT OCA05-DEC-219 42' Bt. 110.0 120.0 6040 BOA •• ••• •• • • • •• 20' 8&8 112.6 110.0 195.0 11640 195.0 E gr:.UYAD ARMODUCT 1 24' 838 934 110.0 186.0 110.0 12020 FIA,pE 7 OsRQWTL o0mp1Yin8� °dde 28' 76.7 83.3 110.0 120.0 110.0 1 120.0 CAH'3531 Rending Code Acceptance No 4- A 36' �. 732 77.7 110.0 126.0 115.0 12.0 • • /•� ; �E retion Dole 3Y 702 729 110.0 120.0 110.0 120.0 • • • • • • NOTE • • • • / 0 •• • • •• • • •• • • ( By plod 1elCo ik-in9 no. 36• Bob 64b 110.0 120.0 110.0 120.5. LOAD/AREA LIMNS •• • •• • • • �r� �d� Mi.6uiF`ORdO 40' - - 60.6 60.0 600 G0.0 FOR +110.e' 120.(r PSF -•'1 .34 S . FT. •• • II;,. - j/ W98-100 42' - - 60.0 60.0 80.0 MO +110.0, -195.0 PSF 10.00 S0. FT. sheat 3 o 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"TEMP.GLASS 1/8'TEMP.GLASS �U AIR SPACE .080"Saflox Clear And Color Glass AIR SPACE 090•SoBax Clow And Color Glass !18 0 1/8'ANN,GLASS By'Eastman Chemical Co.' 1/8'TEMP.GLASS By'Eastman Chemical Go.' �Y 075•SoRox CP Wtth PEr Core 075"Saflax CP With PET Cora so INTERLAYERS ey'Eastman Chemical Co: INfERLAYERS BY'Eastman Chamkal Co.' Z 090'DuPont SentryGlas .090•DuPont SontryMcs By'Ed.DuPont Do Nemours&Co.,Inc.' Sy'E.L DuPont De Nemours&Co.,lnc.' SQUARE � 1/8"ANN.CLASS 1/8•TEMP.GLASS ALL GLASS TYPES CC SILICONE GE-12 0 0 v GE-1200 � GE-1200 d DOW 995 DOW 995 LL DOW 899 DOW B99 AIR SPACE CONSISTING OP: ::-•. 0.1 .. - .. SETTING eLocKs - --. SERINE BLOCKS 7�PPERIMEETEER SOF O'er GLASS. Qo'&1u 01 g 3/4" INSULATED 2�METER 6515 3/4" INSULATED V OMEtER 85-15 b m a GLASS TYPE '2A' GLASS TYPE '3A' .0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WDWOWS PERFORMANCE VALUES OF WACP MISTANR WINDOWS y -g NO SNUITERS PEQNRFO NO SHUnERS REQUIRED NO SHUrMt3 REONRD7 REFER TO SKIDS S THRU 7 FON QSUIIANON OERLS REFER TO SIOEIS 6 THRU 7 FOR Qi O%A GN OEVAS REFER TO SHEETS 5 THRU 7 FOR WSW AtON OEM$ 2L r4- "0.0 W DIMS. GLASS TM'2A' GLASS TYPE'SA' WIDOW DIMS. GLASS TYPE'EA' GLASS TYPE'3A' WINDOW DDIS. GLASS TYPE'SA' GLASS TYPE'SA' O HEIGHT EXT.(+) INT.(-) EM.(+) 1M.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) ANL(-) VMH HEIGHT Exr.(+) 1NT.(-) E%T.(+) INT.(-) 110.0 194.3 110.0 195.0 20' 86.7 86.7 110.0 168.0 19-1/8' 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2' 110.0 203.0 11oA 198D 110.0 136.6 110.0 195.0 28' 642 642 110.0 120.0 37• 26' 110.0 145.4 110.0 185.0 ?36' 1295 110.0 185.0 30' 66' 60.6 60.6 110.0 1182 42" 110.0 1281 110.0 195.110.0 121.4 110.0 1857 32• 575 57.5 110.0 1122 19-1/6' 1107 190.6 110.0 195.0 1079 107.9 110.0 1864 36' 60.0 607 - - 25-1/2' 38-3/8' 110.0 1375 110.0 195.0 O La 407 97.1 67.1 110.0 120.0 40' 80.0 80.0 - - 37' 965 am 110.0 1204 O 42" 925 925 110.0 120.0 20' 884 684 110.0 120.0 42' 86.8 BOA 110.0 12MO of 20• 110.0 1665 110.0 196.0 24' 56.1 581 109.3 108.3 19-1/8' 1t0.0 1445 110.0 195.0 (A u'ln 24• 110.0 136.6 110.0 195.0 28' 489 489 95.3 95.3 25-1/2' 50-5/8' 99.7 1043 110.0 195.0 Q 3 M 28' 110.0 1189 110.0 185.0 311' 467 487 699 899 37' 74.7 74.7 110.0 120.0 30• 42" 110.0 111A 110.0 195.0 32' 439 43.6 85.0 65.0 42' 659 859 110.0 120.0 rz Z '° 32' 104.1 104.1 110.0 120.0 38' MO 60.0 - - 19-1/8' 96.7 1042 110.0 195.0 $ 36' 925 92.5 110.0 1204 32' 78" 807 60.0 - - 26-1/2' � 74.9 779 110.0 120.0 U 40' 833 83.3 -110.0 120.0 36• 80.0 80.0 - - 37' 60.0 60.0 110.0 117.0 U g 42' 79.3 793 lima 120.0 20' 524 527 1013 101.3 42" M.0 60.0 - - 0 20• 110.0 145.7 110.0 195.0 24' 78• 435 439 85.4 85.4 19-1/6' 63.0 6&0 110.0 120.0 24' 110.0 121.4 1104 195.0 28' 38.1 3&1 743 74.3 Z6-1/2• 74-1/4' 486 486 90.11 90.9 28' 104.1 104.1 110.0 120.0 32' 607 60.0 - - 37' 58.8 599 - - g 30' �� 97.1 97.1 1107 120.0 20' 415 415 BOA 809 37' 77' 58.3 56.3 - - CCo 8 32' 81.1 91.1 1107 120.0 24' 349 349 68.0 680 35" 80.9 809 1107 120.0 28• 84• 545 545 - - �k LIMIT MAX LOADS TO 171.0 PSF ° g�g WHEN MULTI Pow LOCK BY'INETRLOCK' 9B G 40' 725 725 1107 120.0 30' 512 51.2 - - w USED 42' 69.4 69.4 110.0 1207 32' 46.3 20' 110.0 1295 110.0 195.0 Tk*SIZE 31'X 77"APPLICABLE TO FLANGE FRAMES ONLY 8 U 24' 980 1079 110.0 195.0 SEE SHEET 1 28' 925 925 110.0 120.0 NOTE- 30" OTE o - 30• 84.4 86.3 1107 120.0 GLASS CAPACITIES ON THIS SHEET ARE °o 54• •• ••• • • • • • •• � 3Y F64.8 eo9 voo 110.0 • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) > $ - - AND FLORIDA BUILDING COMMISSION 36' 719 110.0 120.0 � • •• • � • • • 0.o• 645 IIo4 120.0 •• • • • • ••• • DECLARATORY STATEMENT DCA05-DEC-219 42' 61.7 110A 120.0 •• ••• •• • • • '••20' REVISED 1128 110.0 1980 �9r' CML os complANAD y rns w11h OTo @IOridefM PE 1F 70582 Bull Code24' 95.4 1t0.0 120.0 CAK38 8 83.3 110.0 120.0 • ••• • ••WTE. •30• n7 110.0 120.0 • • • • • •LOAD/AfiEA•LIMITS• 3z' 60• 725 110.0 120.0 •• i • ••i iFOR�10.10.9, 120.0 PSF = 16.34 SQ. FT. M"Aa.m. o}� drawto 35• fia5 ea.e 1102 I • •• • •• +1 ttjl, t 10.0 PSF = 10.00 SO. FT. 4O• 60.0 �.I - - •• • •• • •• • � W98-100 0.2• 1 60.0 w o - - APR n 2puBneat 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INSTALLATION CONDITIONS FL NG IrRAM33 (APPLIES TO ALL FOUR SIDES t� FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 g TMCAL ANCHORS I SEE ELEVFOR SPACING as TYPICAL ANCHORS TYPICAL ANCHORS SEE SHiiT 6 FOR DESCRIPTION o SEE ELEV.FOR SPACING SEE ELEV,FOR SPACING Its J SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL J STRUCTURES SEALANT 1/6'THK.MIN. � SEALANT 8�C v. n - c '�.p'• < 21/8' c •�.p.' <y 27/6. AQ99 • •b o z :.a I_ � .� •e o Z a 'vp � v• �• •:va� v. 3i'•� MIN. d •t'1�1. 6 2-1/2'UN. 2-1/2' -INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' 441 ii�� MA ITERIA•.PRESSURE TREATED ��IIA•.PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TTO Z ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD M ATT TRU o O O � TYPICAL ANCHORSTYPICAL ANCHORS tom.MIN. ca SEE ELEV.FOR SPACINGSEE ELEV.FOR SPACING TYPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION SEE SHEET 8 FOR DESCRIPTIONJ SEE ELEV.FOR SPACINGN i r —�i SEE SHEET 6 FOR DESOMPTRIN 13/6' it, II y 3NM� SEALANT SEALANT 1I II Z 3 vv� 11 II �ZLL Prz �• � ii ii � 1L_---i •.p'.:aa 27/6' a.vp• as 21/8' :vp ;• vp? :• ASN. o BUCK INSTALLATION BY OTHERS e - BUCK INSTALLATION UY OTHERS 1"ASN t.MIN. ATTACHMENT TO APPROVED MULLION o INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' z PRESSURE TREATED lEATEBl81.:PRESSURE TREATED TYPICAL INSTALLATION DETAIL IM AL INSTALLATION DETAI „v ML&L FOUR SIDES/USING WOOD •°° V LLL°FOsIR j- S �JIZlJ G IR&D m ALUM CHANNEL •• ••• •• • • • •• ,e 3/4'X 1'X 3/4°X 1/8' y, 2-1/2`LONG Ell"�'� PMWUCr REVL48D AT ANCHOR LOCATIONS FLA.PIE,_0592 w WmPlying IvM bre FMS N_ Huwing Code I • ••• • ••• • • CA.N. �Pl�e No S 3 • • • • • • • • • ftcp tm Dale •• • • •• • • •• • • R` 2094 HY W000 BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • •• • • • &IfagVDmleAoduct drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANC140R LOCATION°° °° ✓' 1 ((•� W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheaf 5 01 7 y ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDESI FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 �� o TYPICAL ANCHORS SEE EaFOR SPACING SEE SHEEP 6 FOR DESCRIPTIONMETAL Z TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES IL f ' SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING i/B'T.MIN. C v SEE SHEEF 6 FOR DESCRIFTION SEE SHEET 8 FOR DESCRIMN a 0:o ow t 1 3/8' I 81 n G C�aQ 8 a3 <5E 2 1/6" 2 t/6' {L a�- zz c }I, 1Qf ;ap °, a• Y :•. :,a.°• °. ��.• 4'. MPI. Vael e 'I'-{AN. a -I' � b O 2-1/2'EUN. 2-1/2"MIN. INSTALLATION TYPE '1WOOD BUCK TYPE '7' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' 1 L PRESSURE TREATEDA1ATE LR PRESSURE TREATED Z of TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO in ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES S� 1/8'MIN. cV o TYPICAL.ANCHOR O 3 N n maj TYPICAL ANCHORS TYPICAL ANCHORS _ SEE E",FOR SPACING O M SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING j F T I SEE SHEET 6 FOR DESCRIPTION O 3 a SEE SHEET 8 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION I I 11 Z Z G O I 1 II I I Ogg— II II 1 1 i t tg tg Lg; � gg gg 2 7/B• V ..a•..°v 2 t/B' o A 6 o v0< MIN. ATTACHMENT BUCK INSFALIATKNV BY OTHERS °av ° n BUCK INSTALLATION BY OTHERS TO m APPROVED MULLIONS g 1'le6v. t•MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' °m o �8$ MATERIA'PRESSURE TREATED • • • • • • • • ••• 9b:PRESSURE TREATED 8 TYPICAL INSTALLATION DETAIL •• •d'PIC41NSTALLA�dS\L DEll L ON ALL FOUR SIDESJUSING WOOD •• CIR tAILL FOUR 910MUMN0'WOOD EoWD W� , o CTYIi. PRODUCI•REVISBD p FTA PE#,70592 Its mmitlylngwishfroFhYdde CA.N.b638 Bfdldb%Cada 1[i Acceptenoo Tia b.ar 6 . . . . . . . . 30 201 refonData FLo D BUCKS NOT BY CGI CORP., MUST SUSTAIN •' :• • •: :' • •: : : ,,` Product Con drawing no. DS IMPOSED BY GLAZING SYSTEM AND TRANSFER •. . .. . .. . t W98-100 TO THE BUILDING STRUCTURE. sheet 5.1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORUMCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET S FOR 77ETARS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS /p ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CIA• ANCHORS W/O SHEAR CLIP ANCHORS AT 1 AT 17'O "IN SHEAR CLIP ANCHORS W/o 9100:48 CLIP ANCHORS 1f17H STiBAR CLIP El�� WINDOW DJNS. .C. 00'O.C. AT 17'O.C. AT 10'0.4 WINDOW DINS. AT 1Y O.C. AT 10'O.C. AT 17.O.C. AT 10'O.C. WINDOW DAIS. AT 17'O.C. AT 10'G.C. AT 17'O.C. AT 10"O.C. WIDTH HEIGHT EXr.(+)/INT.(-)EXT.(+)/Kr.(-)EXT.(+)/AVT.(-)EXT.(+)/INT.(-) VADIH HEf6Hr EM.(+)/INC.(-)EV.(+)/ofr.(-)M.(+)/INT.(-)-(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/NT.(-)E r.(+)/B•R.(-)tXT.(+)IOJT.0-J 20' 5954 1954 154.8 195.0 �• 76' 133.2 195.0 76.4 1222 95 18-1/8' 195.0 195.0 149.4 14 / 24' 1954 195.0 129.0 172.0 36• 118.4 1898 979 .108.8 26-1/Y 26' 195.0 1954 1079 1819 a a 28' 1829 195.0 1147.4 20' 193.0 788.0 119.1 1905 37' 195.0 195.0 77 2 115.9 a! 30' 36, 1804 1954 1032032 137.6 24' 173.1 185.0 992 1589 19-1/8' 193.0 195.0 1519 t05.o Q 3Y 1889 195.0 809 129.0 28' 78' 148.4 8 7195.0 85.1 136.1 26-1/Y 338-3/9" 1912 195.0 709.6 145.1 'p 6 8' 50.0 1954 9.0 114.7 30• 1385 195.079.4 127.0 3Y 1389 7828 788 104.7 40' 1354 1604 7Z4 103.2 32° 1299 198.0 74.4 119.1 19-1/8' 195.0 195.0 1535 191.9 Q q trr4l 42' 128.8 171.4 73.7 98.3 20• t93.0 195.0 1327 195.0 26-1/2' 50-3/8" 1932 195.0 1109 138.5 Q' 20' 105.0 195.0 1327 176.9 24' 1954 195.0 110.8 1659 3Y 136.4 173.0 78.3 992 o a Qs 24' 1929 795.0 110.8 �147.4 28• 84' 1652 195.0 949 1422 19-1/8' 1954 785.0 123.3 195.0 04 �O 28' 1653 7954 949 28.4 32• 1543 1954 888 132.7 26-1/2' 1553 195.0 89.0 155.8_ 30' 1543 185.0 898 17.8 3Y �• 111.2 184.8 839 111.6 )L 32' a2• 1449 1929 73.7 1109 4Y 884 171.4 562 083 £ 38' 128.8 171.4 73.7 863 19-1/8' 195.0 195.0 1309 195.0 eeiill 40' 115.7 1543 663 88.5 26-1/2• 74-1/4• 164.7 703.0 9aa 151.. 0_ 4Y 1102 146.9 63.2 842 3Y 1179 1888 87.8 7081 Ig 20' 195.0 195.0 1649 193.5 v 24• 195.0 t1.7.5 128.0 101.3 Z_ m 28' 792.9 110.8 138.2 � w 4., 780.0 103.2 129. 3Y 1689 969 1209 I TYPICAL ANCHORS: SEE ELEV.FOR SPACING O 38' 150.0 884 ]075 0 w40' 1354 77.4 989 " - .(Fu-163 M Fy-iS7 KSO 42• 128.8 180.7 73.7 921 1 r""" _ 20' 185.0 195.0 137.6 185.00 UITRACON c- (Fu=1 k51,Fy=i5S KSI) 24' 1054 1954 114.7 1724 , STRUCTURES 3 04 M zB• 171.4 teso 96.3 taxa 1-1/2" MIN. PENETRATION INTO WOOD 03M� 30' 1804 Is54 91.7 137.6 THRU 1BY BUCKS INTO CONC. OR MASONRY gl ZZ� 32' 1150.00 is" 86.0 1294 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 39' 7333 195.0 744 114.7 DIRECTLY INTO CONC. OR MASONRY U bg 1240 180.0 684 s8z I 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 1143 171.4 983 20" 1854 1930 1239 1559 I 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24" 154.3 195.0 1032 1329 1 23• 1543 195.0 BBA 1327 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' 34• 144.4 745INTO METAL STRUCTURES o 4 82.6 173.8 1. 32° eo' 1354 193.0 77.4 116.11 ANCHORS.W/0 ;HEAR CLI STEEL /8'THK. MIN. (Fy = 36 KSI MIN.) c 36• 1240 ALUMINUM : 1/8'THY. MIN. (6063-T5 MIN.) 40' 108.0 182.0 °-` 1804 1032 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 819 92.8 v 42' 1429 1843I 59.o BBS TYPICAL EDGE DISTANCE v 20• 1954 1954 140.7 1954 INTO CONCRETE AND MASONRY = 2-1/2- MIN. 2a• 1s" 105.0 1173 1642 INTO WOOD STRUCTURE - i" MIN. ze• 1733 1844 1005 1447 INTO METAL STRUCTURE = 3/4' MIN. c 0 30' 88' 103.6 1954 939 1313 •• ••• • • • • • •• • • • • • • • • • CONS tc = 3000 PSI MOL s2' 7534 1954 17&0 723.1_ • • -•• - - - • a i 36" 1364 1909 782 1095 • •• • • • • ••• • C-90 HOLLOW/FILLED BLOCK AT JAM13S Pm -2000 PS!MIN. O 40' 1227 1719 744 BHS •• ••• •• • • • e• 20' 195.0 19b.0 129.0 180.6 El.M11. OAHU PRODI)C7'REVLSHD 1 Q a=11 01yla8 with am Florida I iv 33 24' E1607 145.0 1075 1508 FLA PE 70582 IIldlding Code 28' 7Y 1934 92.1 1294 • ••• • ••• • • c�aN. t�� •©J30' 884 120.43Y 1954 80.8 1129 • • • • • • • • • • II HMy V /i O 39' 1784 1754 71.7 1003 •t t• • •t 1• • •t t f MI,I(" /y &1lfY ---^-r 0 Pro b tC�ntr(� dra7riTtg no. •• • •• •• pr IJl- +../+../ W98-100 !!!S/_' Sheet 6 of 7 ••• • • • • ••• • • ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS V 5� OF ALUMINUM DUCK OF ALUMINUM BUCK OF ALUMINUM BUCK �� O INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. flINDOA DDdB. WINDOB D1M9. HD4D09 DIMe. MDTH HEIGHT EXT.(+) INF.(-) YADIH HEIGHT EXL(+) INF.(-) MOTH HEIGHT EXT.(+) Kt.(-) p 20' 110.0 195.0 20' 10.55 120.0 19-1/8' 110.0 195.0 r„ 24' 110.0 195.0 24' 909 120.0 26-1/2' 110.0 195.0 28' 110.0 IBES 28' 78' 805 710.3 3Y 26' 110.0 184.2 p g 8 v 30' 36' 110.0 182.4 30' 783 104.7 4Y 110.0 152.4 a p(9 SFT: 32' 110.0 1795 32' 80.0 60.0 19-1/8' 110.0 195.0 36' 110.0 1773 36' 60.0 60.0 26-1/2' 110.0 1728 7� n 40' 105.8 145.1 20' 1027 120.0 3T 110.0 156.3 V 0 42' 97.0 120.0 24' 882 120.0 42' 95.7 120.0 20' 110.0 179.5 ,28' 78' 779 120.0 19-1/8' 110.0 195.0 8-4 h s 24 110.0 158.8 30' 739 1073 28-t/2' 110.0 154.7 50-5/8' 28' 108.9 148.8 32' 60.0 80.0 3Y 94A 120.0 1 I i Z t�s 30' 42• 103b 1419 20' 110.0 120.0 42' 895 120.0 Z ccs 3Y 100.7 139.1 24' 97.0 120.0 19-1/8' 1093 1489 I I {!1 38' 97.0 120.0 28` 84' 8SS 1173 28-1/Y 84.8 1182 I i I u 40' 95.2 120.0 30' BOA 80.0 3Y 679 93.1 1 1 814 SMS 42• 95.0 120.0 32' 80.0 60.0 42' 60.0 60.0 AT 6'FROM ENDS i m 20' 110.0 185.0 18-1/8' 110.0 154.6 17'O.C.MAX.AT JAMBS V ,�I,",,�_1��J,vJ 24'O.C.MAX.AT HEAD/SILL �� ; �i 24' 110.0 177.3 28-1/2' 74-1/4' 80.4 1185 L�.IVL 0 4JVLJ AT SMS 28' 110.0 1609 37 60.0 BOA AT 6'FROM ENDS .-. 30' 110.0 1545 19-1/8• 109A 120.0 17'O.C.MAX.AT JAMBS 3Y 48' 109.1 120.0 26-1/2' 76' 84.0 115.2 , 24'O.C.MAX.AT HEAD/SILL O Ed 38' 10.35 120.0 3Y 60.0 60.0 Izit I H 1 011jJJj 40' 99.8 120.0 18-1/8' 1083 120.0 m 4T 95.0 120.0 26-1/2' 7Y 82.7 113.4 a tin t�of 20• 11 110.0 174.1 3r 80,0 80,0 oy c.,no of 24' 110.0 152.0 p M 28' 99.8 120.0 30` 955 120.0 -4.a •°- e 32' Be 81A 120.0 .. e,. •-°. , °q_.• O- d V O 38' 862 1182 •^ .a I A TYPICAL ANCHORS TYPE'A'OR'B' TYPICAL ANCHORS TPE'C' 40' 822 1127 AT 8'FROM ENDS AND AT 8'FROM ENDS AND O 2 1/2•MR 17'O.C.MAX.AT JAMBS 17'O.C.MAX.AT JAMBS 42' 80.8 1105 ��bIST. 17'O.C.MAX.AT HEAD/SILL 1•NN. 24'O.C.MAX.AT HEAD/S(LL 20' 110.0 153.2 24' 97.0 133.0 28' 68.6 119.0 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1NSTALLAT)ON TYPE '5' INSTALLATION TYPE '6' 28Y WOW BUCK OR WOOD STRUCTURES c 32' Be 78.4 1MA 108.8 A - y4" DIA KWIK-CON 9 BY 'HILTI'(Fu=163 KSI,F7=157 KSI) 01 11 o TYPICAL INSTALLATION DETAIL 38' 73.9 1013 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTFAA m 40' 80.0 80.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 4Y 60.0 80.0 B - 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) 20' 110.0 171.0 D{RECTLY INTO CONC. OR FILLED BLOCK Wi.436 c m 24' 107.8 120.0 S45 p o 28' 9s9 t�.o 1-1/4' MIN. EMBED INTO CONCRETE •• ••• • • 085 W a 2-1/4' MIN. EMBED INTO GROUT FILLED BLOC4 • • •30' 66' 91.3 120.0 • s•A3Y 873 119.7C - §14 SMS (WOE 2 C1S) • • • • 1.125 36' 60.0 60.0 ••INTO 2BY WOOD BUCKS OR WOOD STRUCTURESEng,dkVAD AHM4D PRODUCE REVISED40' 80.0 80.0 1-1/2' MIN. PENETRATION INTO WOODCML ��iill�av,6h�Plodde110.0 1545 ,903 FLA.PE#7.0592 BuHdIn Code 24' 97A 120.0 TYPICAL EDGE DISTANCE • ••• • ••• • • bRum x�6 � Q 8 yy $ yc 28' B&O 117.9 INTO CONCRETE AND MASONRY - 2-1/2• MIN.• • • • •ALUMINIIM{•BUCK• OPTIONAL COVER $ 9 "o. 7Y 81.7 1120 INTO WOOD STRUCTURE = i' MIN. • • • • • • 6 6063-TBBY • •77.9 1089 • •• • •• • • • --t,�n nae 1drmyingno.' 60.0 60.0 CONCRETE AT HEAD,SILL OR JAMBS f o- 3000•Ii61 MIN.• •• • •• • �e 3 0 UI J ` 0-90 HOLLOW/FILLED BLOCK AT JAMBS Y,n - 2000 PSI TIN r W98-9 00 " sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •