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WS-14-610
Miami Shores Village Building Department MD50 N.E.2nd Avenge, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDINGcm- ��� PERMIT APPLI ATION Permit No. MAR. 112014 FBC 20 Master Permit No "/� Permit Type: BUILDING ROOFING JOB ADDRESS: _ja3S Nr: 9 ks ` ST, City: Miami Shores County: Miami Dade Zip• 33 138 - asr 3,, Foiio/Parcel#: I_ t - 3-1016 - a114 - ViO Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): UFF-T F' (� � A�'+��� Phone# 3D s PS WS Address: Ia 3 5 � E 9G ISS'. City: c S"'2E S State: F t- Zip: 3 3 p 3e - Z 'C53 Tenant/l.essee Name: Email: CONTRACTOR: Company Name: 141 (t s TqM 06'j 5 rQ'.Cn ICAi . Phone#: qS f v - ® 7 8 2 Address: City: (3oC01 P—NTState: F Zip: '13q34 Qualifier Name: MA -Tr, 4t ks raa-w% Phoney 4 S - SSG c+ 7 Z State Certification or Registration #: C 6 C I SZ 7 Certificate of Competency #: Contact Phone#: 151 r SU - 671 Email Address: 1401( s`l'y d'% C 0 5!�k %� � � � C-0All DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ h"% l Square/Linear Footage of Work: Type of Work: D Addition IYAlteratiOn D New D Repair/Replace (Demolition Description of Work: d�Ela�' W-Jol r- 0 S �� �2 s (!� 11 4 ��t `-�' Color thm Zile: Submittal Fee $ 0` © v Permit Fee $ Scanning Fee $ Notary $ CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 5�0 �k- F1 Banding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subjec to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first AMp hwh occurs seven (7) days after the building permit is issued. In the ence of such po d notice, the inspection wirh, and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of A-trt,4, 20 by 1z31W4'+ We_ K n $?n day of a d 20 1�by/l---di s W iiS F-� who is personally known to me or who has produced A ct j. As identification and who did take an oath. NOTARY PUBLIC: ��'-7G�(®-4`! who is personally known to me or who has produced Structural Review (Revised 3/1212012)(Revised 07AW70evised 06/1Q/2M)(Revised 3/15109) identaficationland who did take an oath. NOTARY PUBLIC: MDOa D. MADE * W COWWON # FF 037 EXPIRES: Muds 3, 2DIO Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. X COPY OF QUALIFIER'S STATE LIC CARD B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPn D. X COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Hillstrom Construction Co. BUSINESS ADDRESS. 9141 Gettysburg Rd. CITY Bocce Raton STATE FLORIDA 7jp CODE 33434 BUSINESS PHONE:9( ) 520-0782 CELL PHONE 520-0782 FAX NUMBER (T QUALIFIER'S NAME: Matt Hillstrom QUA'LIFIER'S LIC NUMBER: CGC 1520762 E-MAIL ADDRESS OF APPLICABLE): hillstromco@yahoo.com Cued on 3119109 BY MLDV I RV 3M NUV DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION � I940 ONS ARTS N 339DUS8 YY LICENSING BOARD (850) 487-1395 REET TALLAHASSEE FL 32399-0783 HILLSTROM, NATTEW GLEN HILLSTROM CONSTRUCTION CO 9141 GETT3[SBURG ROAD BOCA RATON FL 33434 CongratulaBons! With this license you become one of the nearly one mMlon Floridan licensed by the Department of Business and Professional Regulation. Our proliessionaLs and busing range from arditects to yactd brokers, from boxers to barbeque restaurants, and they keep Fla cWs economy strong. Every day we work to improve the way we do business In order to serve you better• For lrdorrnation about our services, please log onto www.myflorMAcense.com There you can find mor® krfonration about our divisions and the regulations that impact you, subscribe to dep artowd n vmkffl rs and learn more about the Deparknent's kitwives. Our mission at the Dgmbnent im License EMclentiy, ReguIate Fakly. We constantly strive to serve you better so that you can serve your customers. Thank you fb r doing bushnew hnFWft, and congehtWons on ymw new hicenw!, DETACH HERE BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 3Q, 2014 DBA: HILLSTROM CONSTRUTION CO Receipt #:18GE E ALOSCONITRACTOR Business Name: Business Type: CONTRACTOR) Owner Name: MATTHEW G HxLLsTRorl Business Opened:06/24/2012 Business Location: 9141 GETTYSBURG RD State/County/Cert/R":CGC1520762 OUT OF COUNTY Exemption Code: Business Phone: 954-520-0782 Rooms - seams Employees Machines : Professionals 2 For VerWing Su shma Only Number ei MechMes� Vendhta Tvae: Tax Amount I Transher Fee NSF Fee Penalty 1, , Prior Years Collection Cost I Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT . This tax is levied for the privilege of doing business within Bmward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred Schen the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Melling Address: HILLSTROM CONSTRUTION CO 9141 GETTYSBURG RD BOCA RATON, FL 33434 2013 -2014 Receipt 001B-12-00002100 Paid 07/25/2013 27.00 tac r CERTIFICATE OF UABILIT'Y INSURANCE ,3 THIS CERT ATE IS MSM AS A UMAT) ER OF INFORIYIATIM ONLY AND CONFERS NO FdOM UPON THE CERTMATE HOLDER. THIS CEm*IrATE DOES NOT AFFMATIVELY OR N IYNELY AmEND, EkTEND R ALTER THE COV:Si SE AVFORDED SY:THE POUCIM BELOW- THIS CERTI ATE OF DURANCE 000 RIOT COMMUTE A CONTRACT'AMM -ME fSS tO+ICI IMMISM AMORIZED RswouNTATive OR PRooucaK.Awo THE conwA e . MPORTANT: If alta outificate holdw Is an ADDITIONAL VISURM, the pollcy(les) RUM b endowed. n SUBROGATiON`Is WANED, ;to the to and cwtMwM of 1Ne P01Gsy, cumin poles � endomement, A s Mon thla dose hots� 00 r to the cerffrxM hdder in of such , f PcmxmR Ace U � GMUP CuStonwr Sandoe Center PHONE 9544M411MR M -M-2999 SM WIC Bimmd Blvd. ansaam , Phultat "% FL 33317 A"V=R= COVERAft NAIC e A: FEDBRATM NATIONAL INS CO uvELlnEo HLl."STWM CONSTRUCTM 9141 Geftysburg FW Boca Raton, FL 33434 LNSUREA n: DIRER E: wmwm F•_ COMMIES G TIFICATE MAUM REVS N_1411M:. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED T4 THE INSURED NAMES? ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERMOR CONDITION OF ANY CONTRACT OR OTHER. OOCUMEw wrtH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURAIC 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 PAIDCLAIMS. TYPE OF 94SURANCE POLICY E�PiB 6EN tAL LL SUM EACH OCCURRENCEffi 1 _ CL.AIMS•NADE ® OCCUR ERENfil T $ 1� A GL IS709.00 OWlSM13 WASr.M4 enEa F► rage $ SIM PERSOML & ADV INAM S 1.00CAM NNL AGGREGATEUWAPPUES PER: Q»IERAL gC3{iREGATE !IR POLICY JECT ❑ mmum - commP me s Cy t Rom-iEW $ ANY AUTO ALL OWNIV AUM filAwmrim '.I .'1. J,'a oJA 9 N/A (ACORJD l i, A Sci"&ft maybe I Hill ff' I PNO W 64 d M CERTH;=TE MWER CANCELLATMI MlmllShoftSVftp SHOULD AW VF DEWRISEDPOILICIES 10M NE 2 Ave THE EtPIRATION DATE THEREOF, tIIOi(IIrE WILL OR 0 Rtt MINM Shors e, FL 33138 ACCORDANCE WITH IM POLICY PROVISIONS. ACORD 25 (WI41M) The ACORD name amI logo are regWbred mwks of ACORD PtntFlRgt'eases�M/eb>sme.t►.Fmn�BeJa3s.Coer� eDL1s�'I$TT 06-13-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW a * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE 06/13/2012 PERSON: HILLSTROM FEIN: 455354737 BUSINESS NAME AND ADDRESS: HILLSTROM CONSTRUCTION CO 8141 GETTYSBURG RD BOCA RATON FL 33434 SCOPES OF BUSINESS OR TRADE: 1- CARPENTRY - S437 EXPIRATION DATE 06/13/2014 MATTHEW 2- DOOR FRAME ERECTION IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ander this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112). F.S., Certificates of election to be exempt... apply only within the scope of the business or trade limed on to notice of election to be exempt. Pursuant to Chapter 440.05118). F.S., Notices of election to be exempt and certificates of election to be exempt wall be subject to revocation if, at any time after the filing of Ute notice or the issuance of the certificate, the person named an the notice or certificate no longer meats the requirements of this secUoa for issuance of a certificate. The department shall revoke a ,certificate at say time for faire of the person named as the certificate to most the re"Iremeats of this section QUESTiONSt (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY CERTIFiCATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW 0 EFFECTIVE OB/13/2012 EXPIRATION DATE: 08/13/2014 PERSON: MATTHEW HILLSTROM FEIN: 455354737 BUSINESS NAME AND ADDRESS: HILLSTROM CONSTRUCTION CO 9141 GETTYSBURG RD BOCA RATON, Fl. 33434 SCOPE OF BUSINESS OR TRADE I- CARPENTRY - 5437 2- DOOR FRAME ERECTION IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation wider this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt- apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer met the requirements of this section for issuance of a certificate. The department shall revoke a certificate at airy time for failure of the perm named on the certificate to meet the requirements of this section. CUT HERE QUESTiMW (850) 413-1609 * Carry bottom. portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 0111 0 06-15-2012 JEFF ATWATER STATE OF FLORIDA CHIS- FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW e CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE 06/13/2012 PERSON: BLADE FEIN: 455334737 BUSINESS NAME AND ADDRESS: HILLSTROM CONSTRUCTION CO 5151 NE 3RD AVE FT LAUDERDALE FL 33334 SCOPES OF BUSINESS OR TRADE: 1- CARPENTRY - INSTALL.ATION OF CA EXPIRATION DATE 06/13/2014 MICHAEL 2- DOOR AND WINDOW INSTALLATION - IMPORTANT: Pursuant to Chapter 440 . 05(141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation ander this chapter. Pursued to Chapter 440.05(12). F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.05113). F.S., Notices of election to be exempt and cortifFcatos of election to be exempt shall be subject to revocation tt, at any time after the filing of the notice or the Issuance of the certificate, the perm named an the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of tits person named on the certificate to meet the requirements of this section. QUESTIONS? {850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 9 EFFECTIVE 06/15/2012 EXPIRATION DATE: 06/15/2014 PERSON: MICHAEL BLADE FEIN: 435384737 BUSINESS NAME AND ADDRESS: HILLSTROM CONSTRUCTION CO $151 NE 3RO AVE FT LAUDERDALE. FL 33334 SCOPE OF BUSINESS OR TRADE: 1- CARPENTRY - INSTALLATION OF CA 2- DOOR AND WINDOW INSTALLATION - IMPORTANT F Pursuant to Chapter 440.0504), F.S., an officer of a corporation who 0 elects exemption from this tester by filing a certificate of election L under this section may not recover kenefits or cotoAMgn under this D chapter. • •00 0000 909999 H Pursuant to Chapter 440.05172), F.S.,•q bates of ARA to be •• exempt- apply only within the scope::: a businidsl00 trade Iistetlotto E the notice of election to be exempt • • R ••9•• •••9 a••990 E Pursuant to .Chapter 440.0511 X, FS, AlS*A of el&&gstb be ex and certificates of election to be ex@rppt•#W1 be sub jept to rev tT• if, at any time after the filing of fh•notive or tie ire of OW • • certifie te, the person roamed an the 6A& or certifil S no longwomeats the requirements of this section foj 11'4 a of a cetificift The 0 • department shall revoke a certificen at any time dor failure of the•••• person named on the certificate toomeetothe reglt"dlelto of this ' section. • • • • •• • •9999• QUESTIOWT850) 413-1605 000 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 06-13-2012 JEFF ATWATER STATE OF FLORIDA CHEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 06/13/2012 PERSON: HILLSTROM FEIN: 455354737 BUSINESS NAME AND ADDRESS: HILLSTROM CONSTRUCTION CO 9141 GETTYSBUR© RD BOCA RATON FL 33434 SCOPES OF BUSINESS OR TRADE. 1- CARPENTRY - 5437 EXPIRATION DATE 06/13/2014 MATTHEW 2- DOOR FRAME ERECTION IMPORTANT: Pursuant to Chapter 440 . 06i14). F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ender this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.06(12). F.S., Certificates of election to be exempt... apply only within the scope of the hotness or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06(13). F.S.. Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no tenger meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at say time for failure of the person owed on the certificate to meet the requirements of this section. QUESTIONS( (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW .` EFFECTIVE 06/13/2012 EXPIRATION DATE: 06/13/2014 PERSON: MATTHEW HILLSTROM FEIN: 455354737 BUSINESS NAME AND ADDRESS: HII1STROM CONSTRUCTION CO 9141 GETTYSBURG RD BOCA RATOK FL 33434 SCOPE OF BUSINESS OR TRADE 1- CARPENTRY - 6437 2- DOOR FRAME ERECTION IMPORTANT F Pursuant to Chapter 440.0504), FS., an officer of a corporation who O elects exemption from this tester by filing acertificIV of election L under this section may not recover,bonefp or coeyonsation under this. D chapter. • 1616 1616 •. • Pursuant to Chapter 440.05(12), FS09Gpe4fjcates of.ISction to be `. H exempt- apply only within the scopq jot ale busineW or trade I&M*&P E the notice of election to be exempt • • • R •1616. E Pursuant to Chapter 440.05{13), F.S 011oftes of els*a; % be Vf and certificates of election to be erettW.shall bg suW to revoesnono if, at any time after the filing of.0840ce or thastsswance ofbfe'• certificate, the person named an tie notice or cer%iii&% no lot>get t>Saets the requirements of this section %' WMice of a cf.Rtificate. The department shall revoke a certificAe at any timeefor failure of.*#.;, person tanned on the Certificate tt1 me:* the recMft of th=is section, 0169000 : 0000 0169••0 QUEJQW (850) 113-1869 CUT HERE e Carry bottom; portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISEO 01-11 .5 GD, SFD oWR HR sa 71 80 WW r 4"•-383/4 9 34 SA 39!Vq 3� t1 Q3S NE q(, m V. I ST F Lmp,, A 31 �'u cr S SGT- Sg N-rwcL t !1$ x 95 n Jz .X AP x 38 4 jc Sl su 1144"o 0 . • 00 000 •.0000. t C) y 474 -2- S14 74 -2S14 r t iii-Amsoo.1 ES106AW-6 AAAA I SAoRES IN f !oo P. g 38k, wt, Pr 39kx 301' 1�lxgb �' 3ti SN 0.0.0. 0000.. 0000 0000 000000 11 � 21 21Cis .�..� S..... . s@g+ g . . Ix% 37 Jyjj x 57 Ski 0000 0000 0000.. �... 3? 170000.. � 0000 0000 $'� 00000 . •• 00.00 Zy.. .0000. 0000.. 0000.. 0000•• •... • • • ..•. CATEGORY Engineering Services, Inc. Property: Williamson 1235 NE 96th St Miami Shores, FL . • ... . . Opening Dimensions Width Height ... • • 21 4160.0 S&-%t'i1 H Ste 207, Pompano Beach, Fl. 33062 • • • • • • • • 54) 784-6991 Tel / (954) 781-5708 Fax • • • • • • • • amando@c5es.com/CA#25854 • ••.• • • * :54 w • •.. -90.0 •..• 12-0706.03 2010 FBC/ASCE 7-10 Contractor Hillstrom Consturction, Co WIND PRESSURES FOR COMPONENTS AND CLADDING • • : r"ed.By;AS ; • • s ••• • • •• • ••• Opening ID Product Approval Opening Description Location Zone Opening Elevation Opening Dimensions Width Height Required Pressure • • 4p � AS CE 7-l01 • Product Design Pressure • (per NOA) WINDOWS/DOORS 21 Width of Edge Strip (fi) 6 (in) (tn) P tit jeg c!0 • PJi4ve (psJJ Negative (ps) la 12-0706.03 Side Lite ( 1 of 3) 4 9 23 x 85 ..*418: • • * :54 w • • • X0.0 -90.0 lb 12-0706.03 Double French Door ( 2 of 3) 4 9 72 x 85 46.7 -51.1 90.0 -90.0 1c 12-0706.03 Side Lite ( 3 of 3 ) 4 9 23 x 85 49.8 -54.2 90.0 -90.0 2 12-0706.03 Single French Door 4 9 35 1/2 x 82 49.2 -53.5 90.0 -90.0 3 11-1115.08 Single Hung 4 9 36 3/4 x 501/4 50.7 -55.1 75.0 -75.0 4 12-0706.03 Single French Door 4 9 1 35 1/8 x 80 49.3 -53.7 90.0 -90.0 5 11-1031.04 Horizontal Roller 4 9 44 x 501/2 50.1 -54.5 65.0 -65.0 6 11-1031.04 Horizontal Roller 4 9 106 3/8 x 50 1/2 47.1 -51.5 65.0 -65.0 7 11-1031.04 Horizontal Roller 4 9 82 3/4 x 50 1/2 48.0 -52.3 65.0 -65.0 8 11-1115.08 Single Hung 4 9 48 x 451/2 50.1 -54.5 75.0 -75.0 9 12-0706.03 Double French Door 4 9 72 x 80 46.9 -51.3 90.0 -90.0 10 11-1115.08 Single Hung 4 9 38 3/4 x 361/4 51.5 -55.9 75.0 -75.0 11 11-1115.08 Single Hung 4 9 38 3/4 x 361/4 51.5 -55.9 75.0 -75.0 12 11-1115.08 Single Hung 4 9 19 1/2 x 361/4 51.5 -55.9 75.0 -75.0 13a 11-1115.08 Single Hung 4 9 28 3/8 x 473/4 51.5 -55.9 75.0 -75.0 13b 11-1115.08 Single Hung 4 9 28 3/8 x 473/4 51.5 -55.9 75.0 -75.0 14 11-1115.08 Single Hung 4 9 38 3/4 x 473/4 50.7 -55.1 75.0 -75.0 15a 11-1115.08 Single Hung 5 9 39 1/4 x 473/4 50.7 -67.2 75.0 -75.0 15b 11-1115.08 Single Hung 5 9 39 1/4 x 473/4 50.7 -67.2 75.0 -75.0 16a 11-1115.08 Single Hung 5 9 39 1/4 x 591/4 49.9 -65.8 75.0 -75.0 16b 11-1115.08 Single Hung 5 9 39 1/4 x 591/4 49.9 -65.8 75.0 -75.0 16c 11-1115.08 Single Hung 5 9 39 1/4 x 591/4 49.9 -65.8 75.0 -75.0 17 11-1115.08 Single Hung 5 9 39 x 473/4 50.7 -67.3 75.0 -75.0 18 11-1115.08 Single Hung 4 9 38 3/4 x 591/4 1 50.0 1 -54.3 1 75.0 1 -75.0 Ultimate Wind Speed (V„ j (mph) 175 Exposure Category D Internal Pressure Coeffient (Gcpq 0.18 DUectionality Factor (Kd) 0.85 Mean Roof Height(#) 21 Width of Edge Strip (fi) 6 These wind pressures have been prepared in accordance with 2010 Florida Building Code. The allowable pressures provided here (W„d are given as 0.6°WWi, where WWt is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (VWJ and the parameters given herein. Wd as provided here is an appropriate load for use when: 1) Evaluating tested products for components and cladding. 2) Designing mullions, fiaming, and other supporting structures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Desiga The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied No further reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Emma T. Mellinger, P DiqiLt sJ% Comma T. Gel P.E. FL 50049 Date: 2014.0. 14:5215,2:0_4_t HCC W1140324 DK DK DK DK DK X X X DK X X X X X X X DK X X X DK X X X MIAMDADE MIAMI-DADSCOUNTY &Xda� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheet, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 11jQT F 1+ DANCE (NUA) vnvw-miamldade.mv/Rera/ I Windows & Doors 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 PERA - 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. PERA 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 Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10 with revision A dated 10/10/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control IMPACT RATING: Large and Small Missile Impact Resistant city, ate, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and thdre•$a s been no change in the applicable building code negatively affecting the performance ofifia hoduet. ,,,, , of • or if •_ t hanW-es•• :nthe Ouse, and/or manufacture of the product or p o esse Misue of thinsenny product, for sales, advertising or any other purposes shall automatically terpfihMe, this 1�1CK!:9, aihi•••��_-14 om 1 with any section of this NOA shall because for termination and removarof NOA. VERTISEMENT., The NOA number preceded by the words Miami-DxL Count;,.:Q*Ada, *%d • • • followed by the expiration date may be displayed in advertising literature. If 1myrVion of the NOA is*. displayed, then it shall be done in its entirety. • *see: INSPECTION: A copy of this entire NOA shall be provided to the user by the n;pjrfagturer ori„ ; • • • •; distributors and shall be available for inspection at the job site at the request of the Building OALW, W, This NOA revises NOA # 11-0330.22 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. OA No.11-1031.07 ADW; , N1Y Expiration Date: Septem , Approval Date: January 12, 2012 IfZ11-41a Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ...... .......... ...... .... ...... A. DRAWINGS 1. Manufacturer's die drawings and sections. .... .... ..... 2. Drawing No M10-01, titled Series "Sentinel Aluminum Unclipped Mullion':,.sheets•1: • • through 7 of 7, dated 04/02/10 with revision A dated 10/10/113 prepared 9y*-A1-Faroeq--: • Corporation, signed and sealed by Javad Ahmad, P. E :so:*: 00 . . . . . ...... B. TESTS •••••• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 2) Uhifo'rm Static Air Pressure Test; Lobding per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0303-11, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 11-0330.22) 2. 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 .Missrle.knpact.Test .peF:fBG, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL --0080-0301--10, dated Marc_ h 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10-0510.14) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by AI-Farooq Corporation, dated 05/06/10 and updated on 10/06/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSUM"CE' - . . . L Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel P r P.E. Product Control miner NOA No. 11-1031.07 Expiration Date. September 22, 2015 Approval Date: January 12, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMjn&D ... .... ...... ...... .... ....... F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 aid c-20IN 004-11 of rw... • financial interest dated 10/06/11, issued by Al-Farooq Corporate Aligned alai sealed-: • • by Javad Ahmad, P.E. .. .. .... ...... 2. Laboratory compliance letter for Test Report No. HTL-00800303x-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed andsealejtby Vinu 1. Abraham, P. E. Soso• • • • • • (Submitted under previous NOA No. 11-0330.22) • • x • 3. Laboratory compliance letter for Test Report No. HTL- 0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10 —0510.14) 4. .Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E.. (Submitted under previous NOA No.10 —0510.14) G. OTHERS 1. Notice of Acceptance No. 11-0330.22, issued to CGI Windows and Doors, Inc. for their Series "Sentinel" Aluminum Unclipped Mullion --- L.M.I. approved on 05/12/11 and expiring on 09/22/15. Manuel Pe P.E. Product Controla iner NOA No. 11-1031.07 Expiration Date: September 22, 2015 E-2 Approval Date: January 12, 2012 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURWANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET TIRE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON "AA EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETALLS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATEIEALS INCLUDIlHI BUT NOT LIMRm ro STEQ./METAL BREW$ THAT COME INTO CONTACT WITH OTHER DTAN25IMLA reATTRAIs BALL MEET THE REQUIREMENTS OF THE FLORIDA SM. OWE SECTION 2003.8.4. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP.I DETERMINE OEM LOAD RECUIRED PER ASCE 7 FOR PARTK:IIAR OPENING. STEP 2 USE CONNECTION OF WINDOWS TO M"ON AS PER PRODUCT APPROVAL USM CHARTS ON SHEETS 3 THRU 5 SELECT MUUUON TYPE STEP 3 AND ANCHOR QUANRRFS 'MTA DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN SRP 1 ABOVE .STEP CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR E%CFD REQUIRED LOADS. ' , ; 35M A �+,,. � � '. ee aomplyhig vrgh tko Flsrtde BuiWi%--?-e 2015 B�` • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o :- Zirowing no. 4m 10-01 1.000 1.000 1.000 4.000 3.000 2.500 ;—A m .125 TYP. .125 n t.125 1 X 2-1/2 STD, TUBE 9053—To I X 3 STp, TUBE 8083_78 1 X 4 STD. ,TUBE T8 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURWANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET TIRE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON "AA EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETALLS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATEIEALS INCLUDIlHI BUT NOT LIMRm ro STEQ./METAL BREW$ THAT COME INTO CONTACT WITH OTHER DTAN25IMLA reATTRAIs BALL MEET THE REQUIREMENTS OF THE FLORIDA SM. OWE SECTION 2003.8.4. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP.I DETERMINE OEM LOAD RECUIRED PER ASCE 7 FOR PARTK:IIAR OPENING. STEP 2 USE CONNECTION OF WINDOWS TO M"ON AS PER PRODUCT APPROVAL USM CHARTS ON SHEETS 3 THRU 5 SELECT MUUUON TYPE STEP 3 AND ANCHOR QUANRRFS 'MTA DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN SRP 1 ABOVE .STEP CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR E%CFD REQUIRED LOADS. ' , ; 35M A �+,,. � � '. ee aomplyhig vrgh tko Flsrtde BuiWi%--?-e 2015 B�` • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o :- Zirowing no. 4m 10-01 rl �I N EXTERIOR FIXED TO FIXED SEE CHART 'A' FOR CAPACTIYall� ii I W, � W2 IE OF MUUJDN (AT WM W FRAME) X FOR CAPACTIY CHART 'S' FOR CAPACI,Y SEE CHART 'A' FOR EXTERIOR SEE CHART A' FCR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MULLION COMBINATIONS. q F -II II H.R. TO H.R. SEE CHART 'A' FOR CAPACITY 1 I LEC TYPE FRAME DETARS WIDTH (w) ® 2 a�W • • ••:� f • '•• I,J •• ••• • • i • • • '•,�. •' r ' • •• • • F -II II H.R. TO H.R. SEE CHART 'A' FOR CAPACITY 1 I LEC TYPE FRAME DETARS WIDTH (w) ® 2 a�W • • ••:� f • '•• I,J •• ••• • • i • • • '•,�. •' r ' • •• • • • .. w•� 'Rom ;LT RTTVI3BD q�ij� . N air The T�lodde CAN. �3898� P SAo N •.• . B.H. TO H.R. ExrERro® 8 20j ••• • • • ••• • • ,4,v Js N; 8 —§ R$42 0 Vowing no. 110-01 4rV 2 p z am VU l� g j� Fl n J g3iPi z 2! O _O- MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION c OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS O MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SDE OF MULLS ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAU WOO>OW NOA DUALS Wt W2 W2 NOTE: •• ••* 0 t ••• t ^ a REFER TO PAGF 2 P4 OTHER• CO*XD* 1W\T1ONjy ii !i ' AD • AODdtt 4EE1/1s� • • • eaimmNYluBtireFladd9 °� PE /iO6ea, SCAN. WIDTH (W) a wt + w2 WIDTH (W) _ wt + W2 0 • •dr-wGi, 2 2 • • • FLANGE OR FLUSH FRAMES FIN FRAMES • • • sMeto-�� CHART 'A' DL,RION LOAD QAPACi9'Y - P8F MUWON WITH ANY COMBINATION OF SERIES 9EN1'Itffl. FIXED, HUNG WINDOW DIMS. 1 ANCHOR AT a ANCHORS AT SIDE OF SOX: OF NUUION WDD1 (W) Nuu AN lOHU. NULL TIHIT71 L TUBE -TUBE 1U8E N1A1 TUBE 1 X 2-1/ 1 %3 X 4 1 X 2-1/2 1 X 3 1 X 4 18-1/8' 90A 9a0 90.0 90.0 28- 80.0 9a0 90.0 90.0 90.0 80.0 t0 -s/8° soA 90.o 90.0 9oA eoo 90.0 aB• esA eso 90.0 90.0 90,0 a6.o es.o eao 90.0 90.0 90.0 18-1/B' 90,0 80.0 Bao 90.0 90.0 90.0 2s -1/a' e2.e ers sa.e �.0 9oA eoo 37` 83• 1 8a1 88.1 80.0 80A 48 8 87.7 87.7 70,0 90A 80,0 682 89.2 .8 --B0.0 90.0 19-1/8• 80,7 88.7 88.7 Bal 80A BOA 28-1/2° 68,8 868 888 88,8 79.8 80.0 Jr ?Sr aa9 612 612 44.8 69A 9oA 48' 38.8 43,1 49,1 38.8 48.8 868 83-1/8` 34.8 418 41.8 34.8 4&B 81.7 19-i/8' 67.4 T68 78,8 87.4 i88 90A 28-1/2` 422 88.3 87.3 422 98.3 80.0 37° B5' 31.4 419 44.2 31.4 419 73.8 49• 262 33.8 3a7 25.2 33.6 89.1 83-1J8• 23.8 31.8 36.1 23.9 318 889 18-1/8` 48.2 84.5 708 48,2 84.3 90.0 26-1/2` �, 56.4 a72 6a6 35.4 a72 ae.9 37` 28.2 38A 41.2 262 58.0 81.4 4e' 20.9 279 339 209 27.9. 48.0 19-1/8` 39.6 829 86.8 38.6 62.8 80.0 28-1/Y 9B' 28.0 36.7 48.8 28.0 38.7 88.0 sr 21.4 tae sao 21.4 las saa CHART 'A' DffiION LOAD CAPACPYY - POP NULLON WON ANY OONBINATION OF BERIE9 SENTINEL FOOD. HORIZONTAL SUDINO OR BWOLE HUNG W8V�W3 W DIME. 1 ANCHOR AT 2 ANCHOR AT EACH SDE OF NULUON EACH SIDE OF MULLION WDDI (w) NULL SPAN NULL TUBE NULL TIOiE NULL LUBE NULL TUBE MULL TUBE NULL, TUBE 1X2-1/2 1XS 1X4 1X2^7/2 1%3 1%4 24• 80.0 80.0 BOA 80.0 80,0 80.0 30• eao eao 90,0 90.0 9ao �A 3e• 9oA 90.0 80A 90.0 90.0 90.0 4Y 48' �.0 80A BOA 90.0 90A 90A 4B' BD.O Bao 90A 80.0 90A BOA ea• Bao eo.o 90A so.o eao BOA so" �A 9ao BOA 90.o sao 80A 24° 90.0 BOA 90.0 90.0 90.0 90.0 30° 80.8 80.8 80.8 90.0 BOA 90.0 36' 72.0 72.0 72A 90.0 90A 80.0 4Y 80` BB8 88.8 88.8 88.7 90.0 �.D 98' 83.0 83.0 8.T.0 84.1 90.0 80A 84' 81.1 Bt.f 81.1 BOA 90.0 90.0 80° 8a6 608 8a8 � 788 80A 80.0 24` 7a8 7&8 78.8 77.1 80A 110.0 �• 83.3 83.7 83.7 83.3 84.4 80.0 98' 848 88.0 88.0 848 727 80A 42" 7Y 4&8 60.8 8D8 488 848 90A 98• aa.6 47.3 47.3 445 se.a eao 84" 41.7 448 448 41.7 68.7 80.0 �` 38.8 492 43.2 399 83,3 80.0 24' 47.9 83.0 83.0 47.9 84A 80A 90° 38.1 62.1 828 39.1 82.1 J74.7 SB' 53.3 49.8 488 33.3 44.8 42` 29.4 39,2 41.1 28.4 382 4B` 28.8 388 378 26.6 SBA sa` aae 329 3aa 2a.e 3z9 24• 319 42A 84A 31.9 428 26.9 J48 44,8 28.9 348 SB• BB`21.9 28.3 38.8 219 28J . 4Y 26.8 34.8 2 ••• • • • • ••• • • • • • • • • • • • • ae• 8.8 48.0 2ao 319 aso 9a4 4rV 2 p z am VU l� g j� Fl n J g3iPi z 2! O _O- MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION c OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS O MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SDE OF MULLS ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAU WOO>OW NOA DUALS Wt W2 W2 NOTE: •• ••* 0 t ••• t ^ a REFER TO PAGF 2 P4 OTHER• CO*XD* 1W\T1ONjy ii !i ' AD • AODdtt 4EE1/1s� • • • eaimmNYluBtireFladd9 °� PE /iO6ea, SCAN. WIDTH (W) a wt + w2 WIDTH (W) _ wt + W2 0 • •dr-wGi, 2 2 • • • FLANGE OR FLUSH FRAMES FIN FRAMES • • • sMeto-�� CHART 'A' DL,RION LOAD QAPACi9'Y - P8F MUWON WITH ANY COMBINATION OF SERIES 9EN1'Itffl. FIXED, HUNG WINDOW DIMS. 1 ANCHOR AT a ANCHORS AT SIDE OF SOX: OF NUUION WDD1 (W) Nuu AN lOHU. NULL TIHIT71 L TUBE -TUBE 1U8E N1A1 TUBE 1 X 2-1/ 1 %3 X 4 1 X 2-1/2 1 X 3 1 X 4 18-1/8' 90A 9a0 90.0 90.0 28- 80.0 9a0 90.0 90.0 90.0 80.0 t0 -s/8° soA 90.o 90.0 9oA eoo 90.0 aB• esA eso 90.0 90.0 90,0 a6.o es.o eao 90.0 90.0 90.0 18-1/B' 90,0 80.0 Bao 90.0 90.0 90.0 2s -1/a' e2.e ers sa.e �.0 9oA eoo 37` 83• 1 8a1 88.1 80.0 80A 48 8 87.7 87.7 70,0 90A 80,0 682 89.2 .8 --B0.0 90.0 19-1/8• 80,7 88.7 88.7 Bal 80A BOA 28-1/2° 68,8 868 888 88,8 79.8 80.0 Jr ?Sr aa9 612 612 44.8 69A 9oA 48' 38.8 43,1 49,1 38.8 48.8 868 83-1/8` 34.8 418 41.8 34.8 4&B 81.7 19-i/8' 67.4 T68 78,8 87.4 i88 90A 28-1/2` 422 88.3 87.3 422 98.3 80.0 37° B5' 31.4 419 44.2 31.4 419 73.8 49• 262 33.8 3a7 25.2 33.6 89.1 83-1J8• 23.8 31.8 36.1 23.9 318 889 18-1/8` 48.2 84.5 708 48,2 84.3 90.0 26-1/2` �, 56.4 a72 6a6 35.4 a72 ae.9 37` 28.2 38A 41.2 262 58.0 81.4 4e' 20.9 279 339 209 27.9. 48.0 19-1/8` 39.6 829 86.8 38.6 62.8 80.0 28-1/Y 9B' 28.0 36.7 48.8 28.0 38.7 88.0 sr 21.4 tae sao 21.4 las saa CHART 'A' DffiION LOAD CAPACPYY - POP NULLON WON ANY OONBINATION OF BERIE9 SENTINEL FOOD. HORIZONTAL SUDINO OR BWOLE HUNG W8V�W3 W DIME. 1 ANCHOR AT 2 ANCHOR AT EACH SDE OF NULUON EACH SIDE OF MULLION WDDI (w) NULL SPAN NULL TUBE NULL TIOiE NULL LUBE NULL TUBE MULL TUBE NULL, TUBE 1X2-1/2 1XS 1X4 1X2^7/2 1%3 1%4 24• 80.0 80.0 BOA 80.0 80,0 80.0 30• eao eao 90,0 90.0 9ao �A 3e• 9oA 90.0 80A 90.0 90.0 90.0 4Y 48' �.0 80A BOA 90.0 90A 90A 4B' BD.O Bao 90A 80.0 90A BOA ea• Bao eo.o 90A so.o eao BOA so" �A 9ao BOA 90.o sao 80A 24° 90.0 BOA 90.0 90.0 90.0 90.0 30° 80.8 80.8 80.8 90.0 BOA 90.0 36' 72.0 72.0 72A 90.0 90A 80.0 4Y 80` BB8 88.8 88.8 88.7 90.0 �.D 98' 83.0 83.0 8.T.0 84.1 90.0 80A 84' 81.1 Bt.f 81.1 BOA 90.0 90.0 80° 8a6 608 8a8 � 788 80A 80.0 24` 7a8 7&8 78.8 77.1 80A 110.0 �• 83.3 83.7 83.7 83.3 84.4 80.0 98' 848 88.0 88.0 848 727 80A 42" 7Y 4&8 60.8 8D8 488 848 90A 98• aa.6 47.3 47.3 445 se.a eao 84" 41.7 448 448 41.7 68.7 80.0 �` 38.8 492 43.2 399 83,3 80.0 24' 47.9 83.0 83.0 47.9 84A 80A 90° 38.1 62.1 828 39.1 82.1 J74.7 SB' 53.3 49.8 488 33.3 44.8 42` 29.4 39,2 41.1 28.4 382 4B` 28.8 388 378 26.6 SBA sa` aae 329 3aa 2a.e 3z9 24• 319 42A 84A 31.9 428 26.9 J48 44,8 28.9 348 SB• BB`21.9 28.3 38.8 219 28J . 4Y 26.8 34.8 2 ••• • • • • ••• • • • • • • • • • • • • ••• CHART 'e' DESIGN LOAD CAPACITY - WINDOW DIME. 1 ANCHOR AT EACH SIS OF MULLION 2 ANCHORS AT EN81 SIDE OF MULLION WIDTH (IN) MULL SPAN MULL TUBE MULL 109E MULL TUOE MULL tU� MULL TUBE MULL TUBE 1 X 2-t/2 1X3 9 X 4 1 X 2-1/2 1 X 3 1 X 4 aa• so° 38° 4a" 4B' 84° 80' 48' BOA 90A 90.o eoo eoo MULLION WITH COMBINATION OF SERIES SENTINEL SMOLE HUNG WINDOWS � WXED TRAN�M so.o eoA Boo eoo eoA soA 90.0 BOA 90.0 80.0 BOA SINGIE BOA 80.0 90A 80.0 80.0 BOA BOA 90A eo.o eaa BOA y,U a WINDOW DIME. t ANCHOR Al EACH 910E OF MULLION 2 ANCHORS AT EACH 807E OF MULLNN 24' SO° 38" 42° 48' 84' �• 80• 80.0 90.0 g Z WIDTH (Y!) MUil SPAN MULL TUBE MULL TUBE MULL 'MBE MULLTUBE MULL TUBE MULL TUBE t %a -i/2 90A 80.8 80.8 80.6 90.0 80.D o8 o 19-1/B' 1X3 80.0 90.0 1 X 4 80A 1X2-1/2 80.0 1X3 90.0 1 X 4 80A 80A 809 809 808 80.0 9a0 BOA a4° 30' 9S• 42' 4W 84' 80' 7a" 78.8 76.6 78.8 90.0 �.0 2e-1/2" eao sao Boa 90.0 sao 90.0 BOA 47.3 a�a a�a a�a Bat Tae 80A 448 44.8 449 84.4 88.4 B88 43.2 43.2 821 88.4 88.4 24° B4• °a 37° 80-s/8' 80.0 80A BOA 80.0 90.0 80.0 BOA38' P43.2 A8.8 489 439 84.8 88.342' 41.1 41.1 98.4 4aa77948• 37.8 379 34.7 43.8 34.2 41.2 413 34.2 43A 38.4 3a4 321 40.3 88.1 24' 30' Ss' 42' 48' 49° 88.0 88.0 89A 80.0 80.0 9a0 �.0 33.7 424 448 39.7 424 37.8 47.848.8 37.9 479 aae Sao gas aas 3sA 38.0 27.9 38.1 80.9 228 283 319 228 2a2 a 83-t/8" 88.0 8$A 88A 90.0 80,0 90.0 n 19-t/8' 90.0 90.0 90A 80.0 90.0 80.0 a 2e-1/2• 3Y 83' Bae ez.9 88.1 88.1 82.6 88.1 soA 9a0 9oA 90.0 sao 9a0 �p 48" 83-t/8° 87.7 87.7 88.2 68.2 87.7 90.0 80.0 90.0 79-I/8° 89.7 �.7 88S 85.7 88.8 80.0 80A 80.0 90.0 80.0 28-1/2" _ 88,8 888 869 77.7 9a0 �.0 a�� 37' 78• 81.2 81.2 813 88.8 73.4 90A 48• 43.1 43.1 43.7 47.7 80.0 88,3 83-t/8° 41A 41b 4fA 48.8 873 82.9 19-1/8• 749 789 788 74.8 SOA 80.0 2e-1/2• 66.0 6Ta 67.3 ssA ee.1 90.0 37" 88• 40.8 443 44.2 409 81.4 83.1 q 49' 63-1/8° 329 38.7 31.1 Sat 3a7 36.1 329 31.1 41.3 38d 88.8 C 19-1/8• 829 70.6 709 Bag 78A &73 80.0 28-1/2' 901 483 839 83,8 48.2 884 M 04 �ZrS NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) -MULLION SPAN t OR 2 ANCHORS AT EACH SIDE OF MULLS TO BE AS PER OTHEvwNDOW NR�A CH LS C Itl1 W2 $ i. �. i • d see 0 o . .F1A Y'7tm82 '. Fa amP1Ybi8� Fkdb I i 3�s873e8 t'' SldldlogCodo ' AocopWlaelVo � � � � WIDTH (W) m Wt 2 i • • E i • r�vin� •o. 3 20iE � "� M'� 0•-.ti1 Bheet 4 of 7 ••• CHART 'B' D1i$IIIN LOAD CAPACITY - P8R MULLION MTiH QDM91NA71pN OF SERIES SENTMEI. HUNG WINDOYYS OR FU(ED TRANSOM • • • WINDOW DIME. 1 ANCHOR AT EACH SIS OF MULLION 2 ANCHORS AT EN81 SIDE OF MULLION WIDTH (IN) MULL SPAN MULL TUBE MULL 109E MULL TUOE MULL tU� MULL TUBE MULL TUBE 1 X 2-t/2 1X3 9 X 4 1 X 2-1/2 1 X 3 1 X 4 aa• so° 38° 4a" 4B' 84° 80' 48' BOA 90A 90.o eoo eoo 90.0 so.o eoA Boo eoo eoA soA 90.0 BOA 90.0 80.0 BOA 90A BOA 80.0 90A 80.0 80.0 BOA BOA 90A eo.o eaa BOA eoo B0.0 80.0 90.0 90.0 pA 90.0 80.0 Bq,O 90.0 SQA 90A 90A 24' SO° 38" 42° 48' 84' �• 80• 80.0 90.0 90.0 80.0 90A 90A 80.8 80.8 80.6 90.0 80.D 80A 72.0 72A 72A 90.0 90.0 90A 889 888 889 80.0 90.0 80A 83A 83A 83A 90.0 80.0 90A 81.1 81.7 81,1 SQA 90.0 80A 809 809 808 80.0 9a0 BOA a4° 30' 9S• 42' 4W 84' 80' 7a" 78.8 76.6 78.8 90.0 �.0 90.0 83.7 83.7 83.7 Bab 80.0 9a0 sao BSA BSA 71n a9a ¢oA 808 B08 808 83.4 T89 BOA 47.3 a�a a�a a�a Bat Tae 80A 448 44.8 449 84.4 88.4 B88 43.2 43.2 821 88.4 88.4 24° B4• 83.0 83A 37• 4927.333.933.927.9.3to-1/B°81.788.0e8.981.7 7a8 BOA30' 628 828 81.0 84.1 BOA38' P43.2 A8.8 489 439 84.8 88.342' 41.1 41.1 98.4 4aa77948• 37.8 379 34.7 43.8 34.2 41.2 413 34.2 43A 38.4 3a4 321 40.3 88.1 24' 30' Ss' 42' 48' 28-1/2" 372T.938.1 88' 82.2 84,0 41.8 822 �.0 33.7 424 448 39.7 424 37.8 47.848.8 37.9 479 aae Sao gas aas 3sA 38.0 27.9 38.1 ••• CHART 'B' D1i$IIIN LOAD CAPACITY - P8R MULLION MTiH QDM91NA71pN OF SERIES SENTMEI. HUNG WINDOYYS OR FU(ED TRANSOM • • • WINDOW DIME. 1 ANCHOR AT EACH SIS OF MULLION 2 ANCHORS AT EN81 SIDE OF MULLION WIDTH (IN) MULL SPAN MULL TUBE MULL 109E MULL TUOE MULL tU� MULL TUBE MULL TUBE 1 X 2-t/2 1X3 9 X 4 1 X 2-1/2 1 X 3 1 X 4 aa• so° 38° 4a" 4B' 84° 80' 48' BOA 90A 90.o eoo eoo 90.0 so.o eoA Boo eoo eoA soA 90.0 BOA 90.0 80.0 BOA 90A BOA 80.0 90A 80.0 80.0 BOA BOA 90A eo.o eaa BOA eoo B0.0 80.0 90.0 90.0 pA 90.0 80.0 Bq,O 90.0 SQA 90A 90A 24' SO° 38" 42° 48' 84' �• 80• 80.0 90.0 90.0 80.0 90A 90A 80.8 80.8 80.6 90.0 80.D 80A 72.0 72A 72A 90.0 90.0 90A 889 888 889 80.0 90.0 80A 83A 83A 83A 90.0 80.0 90A 81.1 81.7 81,1 SQA 90.0 80A 809 809 808 80.0 9a0 BOA a4° 30' 9S• 42' 4W 84' 80' 7a" 78.8 76.6 78.8 90.0 �.0 90.0 83.7 83.7 83.7 Bab 80.0 9a0 sao BSA BSA 71n a9a ¢oA 808 B08 808 83.4 T89 BOA 47.3 a�a a�a a�a Bat Tae 80A 448 44.8 449 84.4 88.4 B88 43.2 43.2 821 88.4 88.4 24° B4• 83.0 83A 82.8 7a8 BOA30' 628 828 81.0 84.1 BOA38' P43.2 A8.8 489 439 84.8 88.342' 41.1 41.1 98.4 4aa77948• 37.8 379 34.7 43.8 70.4 38.4 3a4 321 40.3 88.1 24' 30' Ss' 42' 48' ee• 41.8 82.2 84,0 41.8 822 84,4 33.7 424 448 39.7 424 889 aae Sao gas aas 3sA Bat 20.1 318 34.8 2a1 91.8 80.9 228 283 319 228 2a2 _ 48.8 ••• • • • • ••• • • • • • • • • • • • • 1 OR 2 ANCHORS l-W AT EACH SIDE OF MULLION (AT WINDOWPICAL SEE CHART FOR CAPACITY O ^� Q 0. �o a$ WWDOW WIDTH 9 8zp § O c�i�R FIXED OVER H.R. g 4 dd r ,:.�•.. ••• • e • • • • •• • • • •-t ' •,' •• • • • • •• pp �EVISL'S• CAIN. 3B38B2 R� �vyt61h0 RlorWs • • By • • r�xin• .0• 201 M9 0tifi1 sheet 5 of 7 CHART 'C DffiION LOAD CAPACFfY - PBF HORIZONTAL MULLION WDF1 COMBINATION OF SERIES SENTWEI. FIXED OVER HORFL 91I�a0 WINDOW WINDOW 011IS. 1 �� � 2 ANCHORS AT EACH SIDE OF MULLION EACH SIDE OF MULLION WII•IDOW WINDOW TRANSOM MULL TUBE MULL TUBE MULL TUBE MULL TIME MULL TUBE WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 3 1% 4 1 X 3 1% 4 fY BOA 80A 90.0 80A 80A 18• 90A BOA 90A 90,0 9a0 a4° sao BOA �A Sao 90.0 Sa-1/a• 30' SQA BOA 90.0 eoo Boo 38° 90.0 90A 90A _ 80.0 90.0 4Y 90.0 90A BOA 80.0 80,0 2° 4s• - ..90.0 eoo sao Bao 90.0 Bao tY 90.0 eoo sao eoo 90.0 18" 90.0 BOA SQA 90A BOA 24° 90.0 90A 80.0 90.0 90.0 73° 50° 821 82.1 82,1 BDA 80.0 SB° 7&3 78.3 79.3 BOA 80.0 42' 7a3 70.3 70&a Cob bw .3 80A e0A 48° 88.7 88.7 8a7 88.9 90,0 1Y 90.0 90.0 90.0 BOA 90.0 18' 90.0 80.0 90A BOA 80.0 24" 9a0 90A ea0 90A 90A 82-1/8` 30° no 90.0 ea0 90.0 80,0 38' 80.0 90.0 90.0 80.0 90.0 42' 90.0 80.0 8a0 80.0 90A 37-3/8' �• 90.0 90A 80.0 90A 90.0 ,Y 90,0 9040 90A 90.0 90.0 18' 8&9 88.8 88A 90.0 80.0 24• no n.o 77.0 soo 90A 73• so• 70., 70.1 7a1 90.0 eoA 38' 88.1 88.1 85.1 83.4 90.0 4a' 81,3 81.4 81.4 7a4 90.0 49• ss.s Sae 599 74.8 80.0 tY 90.0 80.0 90.0 90.0 90.0 18' 80.0 80A 80.0 80.0 90.0 24' 90A 90,0 e0A 9a0 90.0 38° 30• 8oA soA eoA 90.0 eoA 38" 90A 80.0 80A 90.0 90A 42° 80.0 90A 90A 80.0 80.0 48' 90A 80A 90A 90.0 90.0 tY SQA BOA BOA SQA 80.0 18• 80A 90A - 90A 80.0 90.0 24` 9f1A 90A 90.0 80.0 8a0 92-1/B` 49-8/8° 30° 90.0 80A 90.0 80.0 80.0 38" 78,3 88.3 88.3 90.0 90.0 aY 83.7 83.7 e3a 90.0 BOA as• ez.a e2.a B24� 90.0 90.0 12° ' 79.1 83.3 83.3 90.8 90.0 18• 71.2 73.5 73.8 90.0 90.0 24` 88.0 8a8 889 83.2 90.0 73' 30° 80.2 81.3 81.3 77.0 90A 38° 51 4 87.4 57.4 _ 72.1 80.0 42° 83.4 84A 54.8 88.3 _ B0.0 48' 81,2 $ ••• CHART 'C DESIGN LOAD CAPACITY - PBF XOR60NUd. MULLION WITH COMBINATION � SERp03 SENTINEL FpfED OVER HORIZ S11D910 WINDOW 0 WINDOW DW. 1 ANCHOR AT EACH SpE OF Ml0.lmN 2 ANCHORS AT Ekf91 SUN: OF MULU�1 WB10WB IYIDTH WINDOW HEIGHT TRAN�61 HEIGHT' MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE 1 X 2-1/2 1 X 3 1 X 4 1% 3 1 X 4 SB' a2° 1Y Bao 80.0 90A 9a0 80A 1s" Sao eo.o BOA soo Sao za• no Bao 9oA sao Bao 30° 9a0 90.0 90A 90.0 90.0 38' 80.0 80.0 80A 90.0 BO.Q 4Y eoo so.o 90.0 90.0 Sao aa° eoo soo eo.o soo 90.0 Ba -,/e• ,Y eoo sao eoo 90.0 Sao ,8" 90A 80.0 80A 90,Q 90.0 24' 84.4 84.4 84,4 8Q0 no 30' .799 799 7e.s eoo 90.0 sa' las las 7s.s eoo sao 4Y 74.8 74.8 749 BOA 9a0 48` J3.4 73.4 73.4 80A 80.0 73° tY •88,3 7,.0 71.0 849 80.0 18' BOJ 93.8 89.8 77.8 80.0 24° 88.2 88.4 88.4 719 9a0 30° 829 84.4 84.4 87.2 9a0 38' 49.8 81.3 81.3 83.4 90.0 4Y 47.5 48.0 49.0 809 88.3 4s• 489 a7.2 a�.a 89.2 6a, 2.3 52.3 88.4 ••• CHART 'C DESIGN LOAD CAPACITY - PBF XOR60NUd. MULLION WITH COMBINATION � SERp03 SENTINEL FpfED OVER HORIZ S11D910 WINDOW 0 WINDOW DW. 1 ANCHOR AT EACH SpE OF Ml0.lmN 2 ANCHORS AT Ekf91 SUN: OF MULU�1 WB10WB IYIDTH WINDOW HEIGHT TRAN�61 HEIGHT' MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE 1 X 2-1/2 1 X 3 1 X 4 1% 3 1 X 4 SB' a2° 1Y Bao 80.0 90A 9a0 80A 1s" Sao eo.o BOA soo Sao za• no Bao 9oA sao Bao 30° 9a0 90.0 90A 90.0 90.0 38' 80.0 80.0 80A 90.0 BO.Q 4Y eoo so.o 90.0 90.0 Sao aa° eoo soo eo.o soo 90.0 Ba -,/e• ,Y eoo sao eoo 90.0 Sao ,8" 90A 80.0 80A 90,Q 90.0 24' 84.4 84.4 84,4 8Q0 no 30' .799 799 7e.s eoo 90.0 sa' las las 7s.s eoo sao 4Y 74.8 74.8 749 BOA 9a0 48` J3.4 73.4 73.4 80A 80.0 73° tY •88,3 7,.0 71.0 849 80.0 18' BOJ 93.8 89.8 77.8 80.0 24° 88.2 88.4 88.4 719 9a0 30° 829 84.4 84.4 87.2 9a0 38' 49.8 81.3 81.3 83.4 90.0 4Y 47.5 48.0 49.0 809 88.3 4s• 489 a7.2 a�.a 89.2 6a, ••• 0 0 • • or • • TYPPIIC L ANCHORS 18Y AT EACH SIDE OF MIULL(AT WINDOW FRAME) WOODBUCK SEE SHEET 3 1, 4 a' ad..' a.. 'a,d. s• ••' ",aA •, • • d •1 $ •� I ' ° • 1TYPICAL ANCHORS OR 2 . 4 •• a'.. 1 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY I TYPICAL ANCHOR$ 1 OR 2 AT EACH SIDE OF NULL SEE SHEET 3 & 4 FOR CAPACITY BULL 1-1/4" MIX WOODBEBED WOOD BUCK 1 OR 2 AT EACH SIDE OF MULL STRUCTURE SEE SHEET 3 & 4 . — FOR CAPACITY ANCHORS SIDE OF MULL 1:T3&4 FLANGE, FLANGE ADAPTOR AND W60D BUCKS AND METAL STRUCTURE NOT BY CGI WDW. • FLUSH FRAMES CAN BE USED MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • AT ALL ANCHORAGE CONDITIONS. AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 3/8" MIN. TYPICAL ' [A TAPCON BY 'ITW (Fu -120 KSL Fym92 KSI) • • • • • • 1/4" DIA. ULTRACON BY 'CO(Fu-177 KSI, Fy-188 KSI) • • •• •• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • —� 2 3/8" M 1-3/8" MIN. PENETRATION INTO WOOD ••• • • THRU 1BY BUCKS INTO CONIC. OR MASONRY ••• • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY — —� 14 SMS OR SELF DRILLING SCRCRS) WHEN USED THE MIN. WOOD I BUCK DEPTH SHALL BE 2%-. STEEL : 12 GA, MIN. (Fy - 36 KSI MIN.) THE USE OF DEEPER OR ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) BEVELED WOODSUCKS IS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMITTED, TYPICAL FOGS DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1- MIN. INTO METAL STRUCTURE = 3/4" MIN. R - CONCRETE AT HEAD, BILL •OR.JAMSS lrj 30181I*AW ••• • C-90 HOLLOW/FILLED koGK. AY:•JAM.d em - 2W0 PS =AINi i • • •• • ngrc rA A0. •• ••i ••i ••' t FIX .i 'AAi A PE RODUCI pla(dy •0' 1 1 7��.4R AAI B FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ,. ALSO APPLICABLE TO SINGLE HUNG AND • HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, • EQUAL LEG OR FIN FRAME CONFIGURATIONS, rYS2012 -*II -*II • 9• sheet 6 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .812 1 .301 1.883 V yl" a8B 2 sob rcP. U 1235 O69 iYP, 2.440 aJioe � 1.748 Ji11 066 3.878 1.428 3.178 2.737 088 IYP. 2.608 2.813 1.480 Tao � i� q' o Z 0 g6 1.018 L. iv r 1 .748 1YP. n L 1 1.015 1 . .748 t.aoo , _ ^�! 1.998 2.848 1.000 .881 V �QhI SERIES 130 SENTINEL FIX. WDW. eN FRAM0 H.R. WDW. FLANOE FRAME H eD ,gfJ. WDW. ELANGE FRAMEIAMB H.R. WDW. FLANGE FRAME JAMB S.H. WDW, FLANGE FRAME Hen 2808 SERIES 110 SENTINEL S.H. WDW. FLANGE FRAME SILL 3237 SERIES 120 SENTINEL H.R. WDW. FLANQE FRAME JAMB ADAPTOR Q 8 < 4 aq n as • Cal -118 Cal -138 001-138 C01-137 C01-139 ,FLANGE col -ion .812 1.307 1.883 2.737 J .OBS TYp, 2,808 1.336 2.440 .0� IYP. t.o1s 2.808 .Bit j p. 3.178 1.429 aB5 1YP. 2.813 2'505 .088 1.8m t.gso _ 1248.748 r .745 .fII' 995 ,gyp ,991 •� 1.386 Gl 1.499 2.348 1.011 2.908 2.737 WDW. SERBS 110 SENTINEL SERIES 120 SENTINEL SERIES 130 SH FRAM FIX=. FLUSH FRAME H.R. FLUSH FRAME HEAD S.H. WDW. FLUSH FRAME JAMB H.R. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD S.H. WDW. FLUSH FRAME SILL C01-101 H.R. WDW. FLUSH FRAME JAMB] C01-116 FIN ADAPTOR IP NM OGI-119 C01-102 C01-100 COI -110 O M e2 z z 1.018 tAte , ^ui Qv 1.140 1.140- .140 = 085 088 4.430 TYP. 3.930 OBS 3.188• 3.881 2.888 2.888 C 2.440 2.440 SERIES 120 SWIM � ^ SERIES 120 SENTINEL H,R. WDW. FI ANGE FRAME SILL H.R. WDW. FLUSH FRAME Cal -1113a SILLd ••• • • • • • COI -138•• • •• • • • • ••• n E •R.,W, p fix rE,moi �s9 • • • • • • • • •rtoioticrtaevlssa �p con yism with ft ft cnf1. gWWftcoec amop1mw Im MaeM • 32112: • 3y 0 0 • • oW1ng no. • • Sheet 7 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM11- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW426*Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) . . Mia%414 rida 3305-14X BOARD AND CODE ADMIMSTRATION DIVISION T.V86x315-2590...&(786) 315-899 y ramrr� n� A INCE (NOA) • • • 0 QWNW miaatidade.uov/eedh tlW CGI Windows & Doors, Inc. 101 . . .... .... .... .... ..... Miami, Fl. 33172 ....,. .. ..:..' SCOPE: .. .. .... ...... This NOA is being issued under the applicable rules and regulations governing the use of tbOSlxuction materials. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER'Proddct Coat+al:Sectiot* *to �g used in Miami Dade County and other areas where allowed by the Authority Having Jurldiodon (Adil . . . ; • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ProdiAI:Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact APP ALD UMENT: Drawing No.W98-01, titled "Series 450 utswmg Doors & Sidelites", sheets 1, 1. 1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance expiration date 67y'111a''1111.1ade County Product Control Section. :RrS'_SI1LE IMPACT RATING: Large and Small Missile Impact Limitations: . . , izes s lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= + 100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -I & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A I (muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. 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. (TEIIIMN-ATION-6-fdis NOA-will-occur after the expiration date or i€ there -has been a revision or changg in the Materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an product, for sales, advertising or any other purposes shall automatically terminate this NOA; Failure to comply with any section of his NOA hall be cause for termination and removal of NOA. i this NOA shall MENT: 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 # 11-1025.02 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12-0706.03 MIAMIOAoeCOUNTY Expiration Date: ove t.V Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •""• 0000 0000.. .. 0000 • A. DRAWINGS 0000.. 0000 0000.. 1. Manufacturer's die drawings and sections (Submitted under file #'1T 125.021. . % i • • • •; 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites", sypjg? 1, 1.1•1�2, • 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated lDw2QA7 an&last revised ori••' JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.0000 '00 ' 00 0000.. 000.0. 0 .. • . . . . 000009 0000 B. TESTS (Submitted under file # 11-1025.02) 0 .. 0000.. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 0 000 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS'202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and RTL -0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02- 450-18 dazed 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. 14 - LL,�,,,,� Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-1 CGI Windows & Doors, Inc. 0000 ...... NOTICE OF ACCEPTANCE: EVIDENCE SUBMI19AT; 00 .0.006 0000 .0000. C. CALCULATIONS (Submitted under file # 11-1025.02) 41:::: • • • • • 0000. 0 0000 . . 1. Additional intermediate horizontal mull calculations, prepay& IV.Al Fareeq• • • 6:00 Corporation, dated JUN 29, 2012, signed and sealed by Java fthr4ad, ?.F.00,. 00000 0. 2. Anchor verification calculations and structural analysis, compiy�jj with Plit-2010,000•. • prepared by Al Farooq Corporation, dated 09/09/11 and last;evisej on 4,PR.24, 20x14.:. signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11-102S.b�S�� 3. Glazing complies w/ ASTME- 13 00-02 & -04. • • 0000 • 0000 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3'. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11-1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10-0940, dated 11/17/10 approved by BNC. haq rChanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 E -Z Approval Date: October 25, 2012 PICAL ELEVATIONS 38-9/16' 9; i Ci � OUTSWING Su STEPS TO USE CHARTS SEE SHEETS 6 & 7. NOTE ESS REQUIREMENTS TO BE REV EGRIEWED 6UILDING OFFICIAL L i N13MINAL DOOR/SIDEL.ITE PANEL PANEL D.L. GPO. WIDTH WIDTH WIDTH 2/0 23-3/4' 78-7/8' 2/6 29-3/4• 18-7/8• 3/0 38-3/4• 24 7/8- 3/6 1 41-3/4• 1 30-7/8' N13MINAL WDR/SIDEI.ITE PANEL PANEL .HEIGHT HEIGHT D.L. EIPG. HEIGHT 6/8 78-7/8' 66-1/2• 7/0 82-7/8' 70-1/2- 7/6 88-7/8' 76-1/2- 8/0 94-7/6' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/6' 94-1/2' 9/6 112-7/8' 100-1/2' 10/0 118-7/8' 106-1/2' FRAME HEIGHT m PANEL HEIGHT + 1-7/8' STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-$/8' (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4 LEGEND _ —0 — OUTSVANG DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) revisions: t lole7e •r M DIMeomanls v 07.MM L"f%= 7m 2007 MOO 8 10.70.11 RM M •6 COlnsdi8 1 "12 Rm m pam cmda i7 J 0 ai, +10 �W ..I: : : : : DWG. NO.: W98-01 1CwL ... rL;, ACTIVE ' r 1NAGTWT FLA A A 70692 a / -0 #VINDciws 8e 000,3^sT1PLE • • • • • • 101 street RnemT, flaido 33172 JTES ABLE eSHEET 6)e 4 �. .�. �rGc�ct . Seri3si0butswing Doors & Sidelites dote : 10-20-97 sheet 1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATIONS LH CONFlGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) Cm 3 Poo FRAME HEIGHT = PANEL HEIGHT + 1-7/8° STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME HIDTH = PANEL WIDTH + 2-3/4' Zvi ( IIA 10AA I Iloc & IOCC LOD & 10E 10 F DOOR FIEICHT EXT.(+) EM.(+) IMG.O EXT.(+) INT.(- Ext.(t INT.(-) EXT. (+) IM.(- EXT.(+) IM. -) TRUE 100.0 110.0 � 09.0 89.0 80.0 80.0WXO71. HORIZONTAL 100.0 70.0 70.0 108-3/4• - 100.0 110.0 100.0 V70.01� - - (1UOR MORE 70A - - PER DOOR OR CI � DOORS WITH 3 HINGES LIMITED TO 100 PSF SIDELITE PANEL) �pN, i% 9� Ogg MT HARDWARE DESCRIPTION a i i i OPTIONAL TRUE MUNTINS / DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1-7/8° STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8' (ADA THRESHOLD) FRAME HIDTH = PANEL WIDTH + 2-3/4' Zvi ( IIA 10AA I Iloc & IOCC LOD & 10E 10 F DOOR FIEICHT EXT.(+) EM.(+) IMG.O EXT.(+) INT.(- Ext.(t INT.(-) EXT. (+) IM.(- EXT.(+) IM. -) #-1 90.0100.0 110.0 100.0 110.0 � 09.0 89.0 80.0 80.0WXO71. 98-3 90.0 00.0 110.0 100.0 70.0 70.0 108-3/4• - 100.0 110.0 100.0 V70.01� - - 120-3/a' - - Tao 70.0 70A - - 10A : COPPER CREEK w/ CGI 3 POINT IOM : 9ALDRAN W/ C01 S POINT 108 t REGENT COMMERCbLL s POINT IOC : BALDWIN SINGLE POINT LOCK IOCC : COPPER CREEK SINGLE POINT LOCK 100: DOR-O-MATIC SERIES 1890 IOE : JACKSON SERIES 2089/2089 1OF : SURFACE MOUNTED LOCK 12 k RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS REGENT 12 NCIRE OD 3 3 ABOVE 80-3/4 ' UPTO 120• 4 44 1/2' tz gRRR Gi CI � DOORS WITH 3 HINGES LIMITED TO 100 PSF g �pN, i% 9� Ogg HARDWARE DESCRIPTION 11- i i i / W ACTIVE 12 k RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX DOOR HEIGHT UPTO 90-3/4' NCIRE OD 3 MAX SPACING 39 1/2'Ld ABOVE 80-3/4 LEGEND. -0 - OUTSWING DOOR DETAIL 0- ITEM DESCRIPTION (see sheet 2 of 7) • DWG. NO.: W98-01 CLEL • 9WIPID49VV'9 6e DOORS i i tOt�aoKllast aVeet nimin, fWW. 33172 product : Series *'5 4Outswing Doors & Sidelites dote : 10-20-97 1 sheet 1.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' UPTO 120• 4 44 1/2' gRRR Gi CI � DOORS WITH 3 HINGES LIMITED TO 100 PSF g �pN, 9� Ogg HARDWARE DESCRIPTION 11- LEGEND. -0 - OUTSWING DOOR DETAIL 0- ITEM DESCRIPTION (see sheet 2 of 7) • DWG. NO.: W98-01 CLEL • 9WIPID49VV'9 6e DOORS i i tOt�aoKllast aVeet nimin, fWW. 33172 product : Series *'5 4Outswing Doors & Sidelites dote : 10-20-97 1 sheet 1.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANN. 6U55 .075' WIERLAYER VANCEVA COMPOSITE BY 'SOUJM' OR 090' SEMRMLAS INTERLAYER By 'DUPour x3/10' MON. GLASS sm � I Cal-= 3 /_ MEAT SIREMb am .075' 1NTERIAYER YANCEYA COmPow BY 'SOLUM' OR 090' SENTRYGLAS R1n AYER BY 'CUPONT' 3/111411 STRENb CUSS gig LGLASS TYPE 'A' 7/18' OVERALL IAM. GVSS 118' OR 1/4' TEMP. GLASS AIR SPACE 3/18' ANN. CLASS .075' WTEMAYER VMCEYA COMPM BY 'SOLUTIA' OR ASO' SERTRYGLAS WTEMAYER mu VWYL By WPCNV CGL -382 3118' ANN. MASS 3118' ANN. GLASS .050' PYB MMtLAYER ISwum mo BY 'SOL w ,3/15' MEAT STREN'D GLASS 71 GLASS TYPE '8' 7/18' OVERALL. IAM. GLASS 1/8' OR 1/4' TEMP. GLASS AW SPACE 3/18° MBN. GLASS A V PA WTERLAYER SAW so BY 'SOLUM' BULB YWYL CGL -3;A 3/IB' IffAT SMENb CLASS gig �-- COW 925 DOW 885 GLASS TYPE 'Al' GLASS TYPE '81' 1' OVERALL INSUL LAZA. GLASS 1' OVERALL INSUL. LAM. GLASS AjR SPACE CONSISTING OEe GLAZING OPTIONS SPACERt - - ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. ABO AUJW" SHEET 1/4' PLYW= ARD AUAONUM SHEET �[ Sl� \_CE -1200 0081 989 DOW 898 7/18" OVERALL COMPOSITE PANEL ALUMWUM SMEET (4' PL.YWM •.080 ALUMWUM SHEET r1 ING STOP OPTI .639 � I � Ae° � .778 .764 .744 CGI -375 CGL -50 GI -515 bl7 X74 141' .080 $ .754 CGI -396 CGI -515 DOORS AW SOEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAiUNG BEADS/ADAPTERS --Dow 595 on 899 1" OVERALL COMPOSITE PANEL �*fly •i i i e i : 0 DWG. NO.: W98-01 • • • ••• • ���� • • E .11AOpp AHMAD FLA. CAX 5� 2 pm— N 92012 • • • • •• •• • • • •• •• ••• • • • ••• • • weftwtd, ••� : i .•. : pVJ(Q! NO.: W98-01 WINDOWS ee DOORS • 10100 WRqed 25 tmt kmP WWII 33172 predud : • SBiies:459 D29*g Pots & Siddites date : • 10&20-97 1 . • Shtet 1.3 of 7 ••• • • • • Eng&. dAVAD AHMRD ���. • TARGE MISSILE IMPACT �y3I FLA. PECAK r l • MAXIMUM DESIGN LOAD RATING - + 100.0 (FOR SIZES SHOWN ASWE OR SMALLER OPTO CODE UWT) — 132.0 PSF Q g g • • • GLASS TYPE 'A' �.. LOCK OPTION t OM COI 3 PGNT MECNAMSM w/ BALDMN SERIES 8200 DEAD EMT €! Ft • • • Pg m_. JUN 9� 2012 • • • ••� : i .•. : pVJ(Q! NO.: W98-01 WINDOWS ee DOORS • 10100 WRqed 25 tmt kmP WWII 33172 predud : • SBiies:459 D29*g Pots & Siddites date : • 10&20-97 1 . • Shtet 1.3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• • •• • •• • • • •• •• • • ••• • • U 1/2' 111-9 412F1 35-1/2' MAX. PANEL WIDTH DOORS LOAD CAPACrrY - PSF FRAME HEIGHT FRAME WIOTH EXT.(+) 98-1/2' 74-1/2' 70.0 70.0 94-1/2' 74-1/2' 90.0 1 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. OMFIED WITH ALL OIASS TYPES SHOWN ON SKEET 1.2 LOCI( OPT(ONSFOD-1 AND1OE lz is R PANIC HARDWAREI ZOVED PANIC HARDWARE FOR DOORS -O-MATIC SERIES 1890 TOUCMEIAR EXIT DEVICE SON SERIES 2085/2088 CONCEALED VERTICAL EXIT DEVICE g FRAME WM • OWI. -NO.: W98-01 4 1/4' 3" J' 3' 24' 8' 24' 3° MAX. MAX. H-0 3 4 1/4' 8 cm p PE �A*r•w •• •• CLAN. 39]9992 °• Q R yt � � 10 •• WINDOWS dC DOORS 3R RR 1 1 I I I I 010100 ndhl" 25 ataeat 094,41Ig* 33172 OTY 6 • ptmu •SeFie9.45 60uiswwg :04& Sidelitea m-� UN 29201 1 I I I I I i i W1LIZALED VERDCAI. RDD I 1 I 1 1 1 1 I � I A I I J I f -i I i 1 --------------m I� .. \ 1OR CE 1 1 1 i 1 I 1 1 I I 1 I I I I I j ACTIVE ACTIVE b O1 SS1 8' 8° 24' 35-1/2' MAX. PANEL WIDTH DOORS LOAD CAPACrrY - PSF FRAME HEIGHT FRAME WIOTH EXT.(+) 98-1/2' 74-1/2' 70.0 70.0 94-1/2' 74-1/2' 90.0 1 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. OMFIED WITH ALL OIASS TYPES SHOWN ON SKEET 1.2 LOCI( OPT(ONSFOD-1 AND1OE lz is R PANIC HARDWAREI ZOVED PANIC HARDWARE FOR DOORS -O-MATIC SERIES 1890 TOUCMEIAR EXIT DEVICE SON SERIES 2085/2088 CONCEALED VERTICAL EXIT DEVICE g mawwwwwwao�• ^ • n . • OWI. -NO.: W98-01 ••• y • • • • g LionacAO 8 cm p PE �A*r•w •• •• CLAN. 39]9992 °• Q R yt •10 •• WINDOWS dC DOORS 3R RR • 010100 ndhl" 25 ataeat 094,41Ig* 33172 OTY 6 • ptmu •SeFie9.45 60uiswwg :04& Sidelitea m-� UN 29201 data : • 10020-97 1 • 911eet 1.4 of 7 ••• • • • • ••• • • • •• •• • • • • • ••• • • • •• •• BILL OF MATERIALS I 17 Fill HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION TAPE WITH ONE SIDE ADHESIVE CGI 4-1/2" X 4" HINGE IN ALUMINUM #10 X 1" PH—PH—SS TEKS SCREW, ® 3" & 7" Fl -81 PLASTIC WEEP BAFFLE SECURED WITH (8) #12-24 X 1/2" F.H. M.S. 10 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") 2A 3/8-16 FULLY THREADED CONTINUOUS ROD ANGLE ADAPTOR 2B 3/8-16 HEX NUT 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #10 #8 X 1/2" PH SMS. 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE 30 SHEAR CLIP (EXT. NO. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS F4 DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE -1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. 50 9/32" DIA. HEAD & SILL INSTLL. HOLES AT • 17 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM • 6" FROM ENDS, 3 ® CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE © #10 X 1" PH—PH—SS TEKS SCREW, ® 3" & 7" Fl -81 PLASTIC WEEP BAFFLE FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL 77 #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. u .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) O .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) 10 CTI VE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) t0A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. FI-0—AA-1 CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 108 REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 90C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. 1—OC C SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. 10D DOR-O-MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. fl—O-El JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. 10F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS NTH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT, EXT. EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5. • • • ••�• �V 8! NO.: W98-01 eetierr 3 • • • • Ener. JAVAD AHNND • • • • 006 0411. ft FtA PE i 7=2 CAIIL 3=1 ep ����#a • •• •• WINDOWS ac 000Fss • • • 10100en 4wd 25 Deet TV fbrida 33172 11 � � ;� � � JU 9 201Pi 2 � . r *1450 �ISIA9.*•D & Sldelites • • dote : 18-20-97 • •,pPeet 2 of 7 ••• • • • • ••• • 639 10 .125 4.482 12' 4952 Ipy� .652 � .125 !1 .D&S R! u4 W .750 � .778 .754 .744 CGI ---37 CGI -515 Joci CGI -511 -502 2= JAMB COVER CGI JAMB/LOCK/SIDESIDEUTE STILE CGI -507 .617 A72 DOOR FRAME HEAD/SILL 1.102 ,944 Aeo I= 750 A90 1918 .794 .742 .fay CGI -319 125 CGI -503 4913 NARROW SIDEUTE STILE 4382 3.122 1250 A75 Iso 2as9 1.112 CGI -SODA TOP RAIL .1158 CGI -509 CGI -505 ISO t 844 FRAME JAMB/MULUON ASTRAGAL .Soo .480 .750 1.844-1 CGI -540 4.OW1 Lj 125 S.a77 Imo A� 4m .125 .1a5 CGI -539 x179 5.m CGI -514 2.388 SADDLE THRESHOLDS HORIZONTAL MUNTIN 7312 •• ••• • • • • • r i ••i i i i DWG. NO.: W98-01 CGI -510 EW. 4 4VAD MIUM � ~ 3 • • • • • • • SIDELITE MULLIONPcm EE rj � tn. 70592 � cart. fa • ••• � y� • • ••• vi1N DOV�S 8c; DORS IQQ • • • • • • 101 seal 2e street WW4 110fido 33172 • • • An ,A83 • r cg-. f50.0u w' Doors & SideRes CGI -508 CGI -501 UN 9 9 2012 dote : 0-20-97 • • sheet 2.1 of 7 FRAME COVER BOTTOM RAIL - 1/2. 1- Bolt Assembly j II Bolt 'Housing #10 x 3/4° PH SMS Flushbolt Linkage Assy. Connection Wheel Cylinder/Deadbol LIJT- Asst'. I— i! T TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3—POINT LOCK Bolt Tip 1 SMS #8 x 1/2" PH MS F1ushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) OO t2 Flushbolts (Inactive Panel) Threade, Rod Keyed Cylinder Deadbo Assemb Actual Arm REGENT 3 POINT COMMERCIAL LOCK Auator Arm 1/s' Bolt Housing r I SMS Bolt Tip #10 x 3/4" PH SMS #10 x 3/4" FH SMS Surface Mounted Activator TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT rrw,pucr.""m r«.0 iwr me Am_ ��ftk1L--A2I21--0 3 • • . • • . • • • • • • DWG. NO.: W98-01 ••� •tea• . : •• � ..s��►9 .... Cam► Q WINDOWS 8e COORS 101qp northeast 25 street aIiaml, Honda 33172 • p :; Shies 450 Outswing Doors & Sidelites ;• i • •�l)k,Jdale i —20-97 sheet 2.2 of 7 • • • • • • • • • • ••• • • • ••• • #12x1 FH SM Keepe Top Lock Assembly Dor—O—Matic 1690 #8 x 3/4" FH SMS I— '/2* Strike Plate Top Guide _ w/trip release Top Bolt Jackson 20861 #10 x 1/2" FH MS #10 x 1/2" FH MS DWG. NO.: W98-01 0 CwG L *)WINDOWS ac COORS lilxJ�nathw at 25 street v&K fWdo 33172 Series 450 Outswing Doors & Sidelites 10-20-97 r sheet 2.3 of 7 Bottom Bolt— #10 x 1/4 Bottom Bolt FH MS Bolt Guide Bolt Guide — t;rpr. JAVAD • • • • • • • � � ' ••• •.• Prod t+ UN992011 0• dote • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jackson 20861 #10 x 1/2" FH MS #10 x 1/2" FH MS DWG. NO.: W98-01 0 CwG L *)WINDOWS ac COORS lilxJ�nathw at 25 street v&K fWdo 33172 Series 450 Outswing Doors & Sidelites 10-20-97 r sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW—1 SEALANT — 0 I TYPICAL I P x Lu 1/4' DIA. ULTRACON l'® e' FROM ENDS 1/4" DIA. ULTRACON • 1 I 1 AND 24• D.C. H SEE SHEET 7 .190 (INTERMEDIA AN. S) 1 j (S4,41HEET }S e ` 1X4 PT WOOD 509 20 PT WOOD511 1-1 ' M01 • SEE NOTE BEL W • • • Ellam 1 • • • •• (SEE SHEET 1.2) a • OPTIONAL •• aas2 INSTALLATION r ' • 9 NTO 2X4 PT WOOD • loo 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 TYPICAL JAMB ANCHORS 1 FOR SOLT ENGAGEMENT 1/4' DIA. ULTRACON TION 3 TYPICAL ® V FROM ENDS AND 19-3/B• D.C. FOR LOADS UPTO 70 PSI 14-1/2. O.C. FOR LOADS UPTO 110 P 2X4 INTW 12' O.C. FOR LOADS ABOVE 110 PSF vT (SEE SHEET 7) .126 ° 2A TYPICALi/a' DIA. uLTRAcoN tµ• MAX sBso MUST BE PROPERLY SECURED AND I INTERIOR U-1 FRAME WIDTH (INTERMEDIATE ANCHORS) • •� _ • to Engr. JACNI AM11AD In pill j FLA. PE U7M2 W7 NOTE: III III ALL ANCHOR CONDITIONS SHOWN ON: • • • • • •' • SHEETS 3, 4 AND 5 MAY BE DIRECTLY :' • ' a CON ETE TO MASONRY WITH 1/40 MAX. SHIM SPACI I:' • • • ' •' ° WITHOUT VARIATION IN CAPACITY. 91 e 'JUN A 2012 - urox_ TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 r— 504 =-1--E OR E6 EXTERIOR ASTRAGAL REGO. FOR WATER RESISTANT DOORS ONLY OUT SWING DOOR ,CCK OPTIONS E SHEET 1.1 DWG. NO.: W98-01 rML •••WINDOWS de DOORS • • •101.0 norww st 25 street m arra, Oorka 33172 pr ct•: 4Series 450 Outswi g Doors & Sideiites data : 10-20-97 1 sheet 3 of 7 ••• • • • ••• .190 • .126 OPTIONAL }S e EXTERIOR 502 SQUARE GLAZING • • • • • • • • • • • •• (SEE SHEET 1.2) a • 13"i0 •• ••• • • • ••• • ° 2X4 PT WOOD 8INTO M505 TION 2X4 INTW ACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI 2A TYPICAL MUST BE PROPERLY SECURED AND EWS 3 2ENCREWS MUST SUSTAIN LOADS IMPOSED GLAZING SYSTEM. EXTERIOR BY • • • • • • • • 2,082 .100 1/4' DIA.ON FROM ENDS AND ENDS AND 24' O.C. • - t • • • (INTERMEDIATE ANCHORS) • •� _ • to Engr. JACNI AM11AD In pill j FLA. PE U7M2 W7 NOTE: III III ALL ANCHOR CONDITIONS SHOWN ON: • • • • • •' • SHEETS 3, 4 AND 5 MAY BE DIRECTLY :' • ' a CON ETE TO MASONRY WITH 1/40 MAX. SHIM SPACI I:' • • • ' •' ° WITHOUT VARIATION IN CAPACITY. 91 e 'JUN A 2012 - urox_ TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 r— 504 =-1--E OR E6 EXTERIOR ASTRAGAL REGO. FOR WATER RESISTANT DOORS ONLY OUT SWING DOOR ,CCK OPTIONS E SHEET 1.1 DWG. NO.: W98-01 rML •••WINDOWS de DOORS • • •101.0 norww st 25 street m arra, Oorka 33172 pr ct•: 4Series 450 Outswi g Doors & Sideiites data : 10-20-97 1 sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH MULLION #1 502 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES V-6" WIDE OR SMALLER. 4 .ens la a.eta—al EXTERIOR 0 S SEALANT Se SIDELITE FRAME WIDTH 1X4 PT WOOD — SEE NOTE SHEET 3 502 SIDELITE FRAME WIDTH SJ -0 1/0 MR 1/4- DIA. ULTRACON 6" FROM ENDS & 19-3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 0 Ln REFER TO SHEET 2 DS -0 THIS SILL IS THIS SILL IS NOT RATED 0 NOT RATED FOR WATER 539 FOR WATER • : t.eaa SS1 '• t25 SS DWG. NO.: W98 -01 o awtino • s' • • • ADA SADDLE .oso RESIDENTIAL SADDLE ••'• 0 @$yy '•' 4" WIDE SADDLE -540 THRESHOLD EXTERIOR •" EXTERIOR SWEEP/, • • • • • • • • • • • • • • • • • • 1/4- DIA. ULTRACON a 3 KSI 7E t� 6" FROM ENDS & procCct t • Series 450 Outswing Doors & Sidelites 24" O.C. stm .Tas Q d' . 3 9 CONCRETE N W<\ 1X4 PT WOOD — SEE NOTE SHEET 3 502 SIDELITE FRAME WIDTH SJ -0 1/0 MR 1/4- DIA. ULTRACON 6" FROM ENDS & 19-3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 0 Ln REFER TO SHEET 2 OF 7 FOR J TYPICAL BILL�QF� sT0R0AL 0 539 • : •�• '• DWG. NO.: W98 -01 o awtino • s' • • • • .oso FLCAR 17e6s2 ••'• cam► @$yy '•' 19 kM 14 C! l78B@ • •" 0 •'&VINDOWS •e DOORS • • • • • • • • • • • • • • • • • • 1 rrortnaaet 25 street miss, Rondo 33172 a 3 KSI 7E • tJUN2 0 a • • • procCct t • Series 450 Outswing Doors & Sidelites 9 201' date : 10-20-97 sheet 4 of 7 • •••• • • • MULLION TYPE 1 II in in WIDE STILE -FADE STILE '� P1 -4.67s I�----4.e12 4.312-� b75 1- $$-p11 SEALANT Exp SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH DOOR SIMILAR DS -0 MULLION TYPE 2 O WIDE STILE -NARROW SIRE ai 502 Fa- r 491E 10.1.062 bi EMOR SIDELITE PANEL WIDTH SS -0 SIDELITE PANEL WIDTH DOOR SIMILAR DS -0 MULLION NARROW STILE -N E%tER10R - 29 SIDELITE PANEL WIDTH ISS -0 1.062 SIDELITE PANEL WIDTH TH (W) a DOOR PANEL + FIXED PANEL 2 MULLION PERFORMANCE CHART DE8It3 ACITY - PSP NOMINAL DDM MULL TYPE 1 >ULL TYPE 2 MULL TYPE 3 100IR (II) NQW W4+) W.(-) E%T.(+) W.(-) 1/e 2/0 2/8 3/0 3/8 8/8 i 1 110.0 TH (W) a DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 1ppIgg pppp}} .�!�•�„�., . . •.� D=/V0.��10.; W98-01 ® g 91 Engn JAVAD AMWO 'd3 • • • • •� • • • R�aQBBQBBcwl•• ••• �� I tl[ 6 FLA CAPEIL -393870992! L/ gi Nil •.• WINW*W5.8e D ORSi•• $$ �10f00 rartyae9t 2S.tree► mromi, lia!!OR 33172 • 1e 29 2012 �lpfjuct�. S;;e;4-4 Oetstoing Doors S1N ?es da e : 10-20-97 1 sheet 5 of 7 MULLION PERFORMANCE CHART DE8It3 ACITY - PSP NOMINAL DDM MULL TYPE 1 >ULL TYPE 2 MULL TYPE 3 100IR (II) NQW W4+) W.(-) E%T.(+) W.(-) 1/e 2/0 2/8 3/0 3/8 8/8 100.0 1 110.0 100.0 110.0 100.0 17n n 100.0 1100 100.0 110.0 100.0 110.0 100.0 I10.0 100.0 110.0 - - IOU 110.0 IOU 110.0 - - 100.0 110.0 Tao Tao - - 1/8 2/0 2/8 3/0 3/8 7/0 IOU 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 I fOD IOU 110.0 100.0 110.0 - - IOU 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/8 2/0 2/87/8 7 3/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 IOU 110.0 70.0 70.0 100.0 110.0 IOU Iiao - - 1 0 70.0 70.0 - 00.0 Ilu - - - 2/0 2/e 3/0 3/8 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 Imo 110.0 Toa 7110 100.0 110.0 t00.o Itao - - 100.0 110.0 100.0 104.8 - - - - 1/9 2/0 2/8 3/0 3/8 B/8 IOU 110.0 loan 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 I10.0 100.0 10114 - 98.9 98.0 - - - - 70.0 70.0 - - - - 1/8 2/0 2/8 3/0 9/0 100.0 1 f 0.0 100.0 110.0 100.0 110.0 10 110.0 t00.0 104.1 - 0.0 - 98.1 98.1 7110 70.0 - 829 92.9 - - - - 1/9 2/0 2/6 3/0 9/6 709 70.0 Tao 70.0 1010 ttto 70.0 70.0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 1/8 2/o 2/8 3/0 Io/o 709 710 709 70.0 7110 70.0 7ao 70.0 Toa 70.0 - - 70.0 70.0 - REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 1ppIgg pppp}} .�!�•�„�., . . •.� D=/V0.��10.; W98-01 ® g 91 Engn JAVAD AMWO 'd3 • • • • •� • • • R�aQBBQBBcwl•• ••• �� I tl[ 6 FLA CAPEIL -393870992! L/ gi Nil •.• WINW*W5.8e D ORSi•• $$ �10f00 rartyae9t 2S.tree► mromi, lia!!OR 33172 • 1e 29 2012 �lpfjuct�. S;;e;4-4 Oetstoing Doors S1N ?es da e : 10-20-97 1 sheet 5 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANE. PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELM UNITED TO 18° OR LESS) D CITY - PSF NOMINAL DIMS.('7/18°LAN COMP031TE'PANELS --I° -COM PAN CLASS TYPE 'Al' GLASS TYPES IS, & 'Hl' NOM PANEL WIDTH NON. PANEL HEIGHT EXT. (+) INT. t-) EXT. (tl INT. (-) E%T. (.> INT. (-) 2/0 2/6 3/l ,� 6/0Inc 100.0 HIM) 70.0 70.0 90.0 SILO lo0.O Ilu 70.0 Tao 90.0 SILO HIM) 70A 70.0 9IL0 90.0 100.0 IIV�2 70A 70.o 9u 90A 2/0 2/6. / 3/6 7/0 100.0 110.0 70.0 70.0 90.0 910 100'0 110.0 70'0 0A 0.0 7 9 90.0 IOILOHIM) 70.0 70.0 910 90.0 c10°.0 110.0 100.0 I10.0 70.0 71,0 70.0 70.1 90.0 SILO 90.0 910 2/0 2/6 3/0 3/6" 7/6 100.0 110.0 70.0 70.0 910 910 1010 110.0 70.0 70.0 SILO 90.0 IOS.O 109.0 70.0 70.0 ciao 9a0 2/0 2/6 3/0 3/6 8/0 10.0 70.0 70.0 9a0 SILO 100.0 210.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70A 70.° 70.0 a 70.0 ■ - - 2/O 2/6 3/0 3/6 B/6 100.0 110.0 70.0 ■ 7Q0 ■ - - 100.0 110.0 70.0 ■ 70.0 a - - 100.0 110.0 70.0 a 70.0 ■ - - 70.0 70.0 70.0 a 70.0 ■ - - 2/0 2/6 3/0 9/0 100.0 HILO 70.0 ■ 70.0 a - - 100.0 110.0 70.0 ■ 70.0 a - - IOU 111° 70.0 a 70.0 ■ - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 ■ 70.0 a - - 70.0 70.4 70.0 ■ 70.0 ■ - - 70.0 70.0 70.0 . 70.0 ■ 2/0 2/6 3/0 1 10/0 no 70.0 70.0 ■ 70.0 a - 70.8 70.0 70.0 ■ 70.0 a - 70.0 70.0 704 ■ 1 70.0 ■ - LOADS OWN ARE FOR DOORS USING THRESHOLDS IN ANY CONDITION L: & WHEN WATER wmTRATION REOMGM ARE NOT APPUCABLE. • f LAb5 L1MIItU IU b/U UATUIt Uf tNIVG. YANtL Z11= AtlVYt O/U KGYUIKC IKUL MUNIIN. SSt 0 1 540 OUTSNNG (SADDLE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -D4 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PANEL IR/SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. w■wre REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. A•Ara'•>.: STEPS TO USE CHARTS* 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE'DMMOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDEUTE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. •• •• •• • • • •• • JUN 22 201 7 o i • i i i • • dewing no. ahaet 6 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS fu(5) 3 AT S10.UM 2 AT DOOR Bi FOR CAPACITY v M� b It z F6 U n N N zz g Ut7�� • • • • • • • • • • • •• •• • • ••• •• ••• • • • RS SPACED AS SHOWN IN DETAILS AND CHARTS. MULLION ANCHORS AT MDELITES %` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � MTG. STILE ANCHORS AT DOUBLE DOORS 1-1/2" MIN. PENETRATION INTO W000 RHINAL DDISTmv D ACTY-PBF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY OMINAi. DBMS DESIGN LOAD CAPACTY-PSF TYPE .C. TYPE 'S' & TYPE 'C' AT BBI BILL ryk 'C' AT 9-0 & 888 sm CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 8 ANCHORS 4 ANCHOR 5 ANCHORS D ANCHORS 4 ANCHORS FPANEL EDHT CLUSTER 0 CLUSTER OF OF CUwER OF CLUSTER OF 8 ANCBO 4 ANCHORS J ANCHOR 8 ANCHOR 4 ANCHOR PANEL WIDTH PANEL I HEIGHT 2/0 2/6 3/0 3/6 6/8 t00.3 I 110.0 110.0 110.0 2/0 2/6 3" 3/6 6/8 105.7 110.0 t10.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 943 110.0 110.0 110.0 110.0 69.0 911.7 flu 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.8 7&1 flu 101.3 1100 80.4 803 110.0 1103 I10.0 2/0 2/6 3/0 3/6 7/0 95.8 1100 1103 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 llu 110.0 771 1030 flu 110.0 flu 803 107.4 110D flu 110.0 643 664 1100 1100 1100 81.1 893 1100 1100 1100 553 74.4 110.0 983 1100 573 7&7 1100 IOU 1100 2/0 2/6 3/0 3/6 7/6 , 803 flu 1100 flan flop e/0 2/6 3/0 3/6 7/6 1 94.0 110.0 1100 110.0 1100 721 982 1100 flu 1100 751 1003 1100 1100 110.0 609 1140 104.6 flu SV 83.9 110.0 1100 110.0 521 C 693 1043 901 110.0 53.7 71.6 1 107.4 1009 110.0 / 2/6 3/0 3/6 8/0 817 111.8 flu flu 110.0 2/0 2/6 3/0 3/6 8/0 8&2 flu it&0 1100 119.9 67.7 902 flu llu liu 103 04.1 flu 110.0 flu 580 737 110.0 98.1 I10.0 583 78.4 110.0 1100 1100 49.9 882 973 843 1073 504 671 1009 943 1100 2/0 2/6 3/0 3/6 8/6 78.8 IOLI 1100 110.0 flu e/9 2/6 3/0 3/6 8/6 83.0 flu 110.0 flu 110.0 61J 643 1100 110.0 110.0 88.4 86.8 IIO.0 110.0 110.0 53.9 71.3 10&9 9Z4 1100 85.4 _ 739 110.0 1039 110.0 400 61.4 92.1 79.6 1013 47.4 83.3 949 69.1 110.0 2/0 2/6 3/0 9/0 743 911.3 110.0 110.0 110.0 2/0 e/6 3/0 9/0 79.5 1049 110.0 1100 110.0 80.2 fu flu 104.0 1100 829 83.7 119.0 1100 flu 50.5 671 1100 87.3 1100 823 69.7 1".6 981 1t0.0 2/0 2/6 3/0 9/6 1 70.8 94.1 1100 flu 110.0 e/0 2/6 3/0 9/6 74.4 99.t 1100 110.0 110.0 57.0 78.1 110.0 989 llu 593 T11.3 1100 flu 1100 1 47.9 1 639 96.7 82.7 to&$ 499 85.1 99.1 93.1 110.0 2ro 2/6 aro 10/0 It"110.0 1100 110.0 2ro e/6 3/0 10/0 70.7 941 1100 110.0 110.0 841 723 93.7 110.0 583 75.4 flu 10&1 1100 45.8 1019 • 810 1 789 IOOJ 47.1 62.8 942 811.4 110.0 v M� b It z F6 U n N N zz g Ut7�� • • • • • • • • • • • •• •• • • ••• •• ••• • • • RS SPACED AS SHOWN IN DETAILS AND CHARTS. (Fw177 KS. F %` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � 1-1/2" MIN. PENETRATION INTO W000 %% THRU 1SY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE HEAD STEPS TO USE CHARTS: 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY I I EDGE DISTANCES i INTO CONCRETE AND MASONRY - 2' MIN. I INTO WOOD STRUCTURE - 1" MIN. LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD TYPE 'C'- /4" CA ULTRACON BY 'ELCO(F.-177 K&. Fy-155 KSI) B - c >r DIRECTLY INTO CONCRETE EL WIDTH PANE DT m EDGE DISTANCES 00 Yw�YiABi�t�� • • Ems: JAvCmLAHM** --i lM�,•• ,' INTO CONCRETE - 2-1/2' MIN. - HEAD OR SILL CONCRETE fe a 3000 PSI MIN. -` S i C-90 HOLLOW/FILLEC BLOCK Pm - 2000 PSI MIN. v M� b It z F6 U n N N zz g Ut7�� • • • • • • • • • • • •• •• • • ••• •• ••• • • • RS SPACED AS SHOWN IN DETAILS AND CHARTS. =ANCHORSE AT V FROM CORNERS 24" O.C. AT HEAD & SILL. M HEAD STEPS TO USE CHARTS: I I I 1. SELECT ME OF ANCHOR 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD m B - c >r REQUIREMENT DETERMINE IN STEP 1 OF SHEET 0.00 *0: • • • • s • o m x _ 00 Yw�YiABi�t�� • • Ems: JAvCmLAHM** --i lM�,•• ,' 0 HEAD OR SILL ••• FIA PE p 70592�IMI-�0� CAN.735H �fIl14•I11tAe S i S l� 4j 0*0 • Fit • .•. .•. drlwing no. J�8'-01 12 : ; 000 0 0 READ CORNER DEW CORNERS TO BE SEALED WITH LOW MODULUS S SCONE SILPRUF. tx�� EWS END i #12 SCREWS 3/ END #12 SCREWS 2/LEG Z 2X 2X1/4' I d' ALUM ANGLE —\ 8 n iI �I EXTERIOR INTERIOR ADA BILL CORNER DE=L tssil N Q 012 SCREWS ^ Ydt Y / LEGz E2 2 X 2 X 1/4' ALUM ANGLEki EXTERIOR I I m _ §I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SOA 3ILL � 1lfU1!1•14AI • • • • E"r OVAD AHMW • • • • • • • • • q g =�pA1C:l0:Yi9.9 CMX9/2 • • • yTZ 531 �dM rR ROA1f • CAN.RA. PE 938 • • • • • . • • c r�l�. y �. ' ••• •• • • diftwing no '• ••• V:98-01 N 29:$011+• ••• ••• � eet .tot ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W MIA�MI� Cp1ADE t DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE nF A CCEPTANCE (NOA) - - - CGI Windows & Doors Miami, FL 33172 0006 0000 0000.. MIAMI -BADE COUNTr, Pf ORIgA • • PRO19VC'd"CONT1Z6VSECTI6V 6 6 0: 1'1 "SW 26 Street Room 2dP. 6 6 6 •"k FlorIMO33167S-2414 6 T (796)16 -*--M90 F ('1 9915-259V : 6 6 6 —.0. — 0. .06 00060 66666. 0 • 0000.. rs6666 6 000606 000000 SCOPE: 6 • 6 :060 6•• 6 - 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 PERA-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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hieh Velocity Hurricane Zone. : Series "Sentinel 120" Aluminum Horizontal Sliding Window - APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 n ne um. Horiz. Sliding Wdw. (S.M.L) (L.M.L)", sheets I through 11 of 11, dated 03/29/2010, with the latest revision "B", dated 10/10/11, prepared by Al-Farooq Corporation, signed, seated and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and exOlratiOri date lnr the Miami i10 ' "nast-T=wnrlrr+h�'-ramf - L' 4;nn IMPACT RATING: Large and Small Missile Impact Resistant LABELING: &—c—unit shall ear a permanent label with a Manu cturees 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. . — - - -- - p P - lihange ,11 in the mattcri*, use, and/or manufacture uof e, product of r process. Misuse oer this OA as an endorsement l000mply f any product, for sales, advertising or any other purposes shall automatically terminate this NOA. !failuree m� iih any sec ion 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. 10-0510.12 and consists of this page 1, evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. L OA No. 11-1031.04 �5` • Expiration Date: Septem er Approval Date: January 12, 2012 1��1�' Pagel CGI Windows & Doors • • • • . . .... ...... NOTICE OF ACCEPTANCE: EVIDENCE SUBMIXTa •" ' • .... ...... .... .... . . A. DRAWINGS •••• •••• ••••• 1. Manufacturer's die drawings and sections. " •' •' ' • •' •' • .... .... ...... (Submitted under previous NOA No. 10-0510.12) ...... •' 2. Drawing No. W10-18, titled Series "120 Sentinel Alum.- Hor;z. S#01* , WdW ••" (S.M.L) (L.M.L)", sheets 1 through 11 of 11, dated 03/29/2LD'IrO, with the latastt• • • revision no. `B", dated 10/10/2011, prepared by Al-Farooq'Corpora , signed, • sealed and dated 1/13/2012 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 20194 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 horizontal sliding window, prepared by Hurricane Test -Laboratory, LLC, Test Report No. HT"080-0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al-Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Satlex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites u$ed for lamination of glass" dated 7/17/2008, eiriri on 12/11/2013. Jaime D. Gasco Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 CGI Windows & Doors 000080 0000.. NOTICE OF ACCEPTANCE: EVIDENCE SUBM= • • • • • 0000 0000.. ..00.64 . . . 0000.. 0000 6464 . . F. STATEMENTS0 0 0 ...4 0000 0000. 1. Statement letter of conformance and compliance with the FB�'2� 10, da 6 veto 6 0 0 0 06, 2011, signed and sealed by Javad Ahmad, P. E. 6 0 6 0 0 0 ��I 0 0 000..00 2. Statement letter of conformance, no financial interest arks 8oinpliat; a ;with tie • : • FBC 2007, dated May 051- 2010, signed'and sealed by Javad,tid, P. E. :0000: (Submitted under previous NOA No. 10-0510. 12) 40 6 :909 0 6046 3. Laboratory compliance letter for Test Report No. RTL -00804102-10, issued by Hurricane Test Laboratory, LLC, dated June 04,.20 10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. lO-0510.12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submilled under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 10-0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. Jaime D. Gascon, P. E, Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 E-2 Approval Date: January 12, 2012 SERIES 120 SENTINE ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. 1 8 PRODUCPREVISED em=aft me IROrldp n0 11-10 .0 D APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS I adoP Coal OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY T'0 ENTIRE SYSTEM. LAMINATED GLASS jTJSgWIDJG JAM* GLOS$ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOC A • SMALL �1d`I. HURRICANE ZONE (HVHZ). �. ••,, j,ARGE& i�+��t•� A i WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • ' •' • :' ', '• • s • s• LOADS TO THE STRUCTURE. F D ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • ' • • NOT PART OF THIS APPROVAL.• •• • •`• • • A LOAD DURATION INCREASE IS USED IN DESIGN of ANCHORS INTO WOOD OW,�•� • • '• i •' •r• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT • • • • • JA COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ..'IIh1I 1�Oi'illt� no. Via -18 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *ADDL ANCHORS REQUNM AT CUM OF LITES AND MTO. STILE ENDS. (1/2W) (1/2W) -� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' D=GN LOAD CAPACITY - PSF (XOK SIZES) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZss (1/3W) FLANGE DDES. FLANGE DIMS. BUCK DIMS. 41rAIS TYPES 'Ar'&W'ALV'j 0 wow 'B'A'BY WIDTH HEIGHT WIDTH HEMHf I E T.(+) OAT.(-) +) ANL(-) 26-1/2' 37' 83-1/8" 74' 26" 28-1/2' W. 82-1/8° 73" 26' 00.0 85.0 1 88.0 80.0 80.0 90.0 88.0 88A 80.0 90.0 88.0 88.0 80.0 90.0 0&0 88.0 BOA 90.0 28-1/2° 37'36° 83-1/8' 74" 38-3/g' 28-1/2" 62-1/8" 73" 37-5/8' 65.0 65.0 80.0 90.0 88.0 65.0 80.0 90.0 65.0 86.0 80.0 90.0 I 85A 88.0 50.0 90.0 28-1/2'28-1/2' 83-1/8"• 74' ..g/g° 38° -1/g" 73` 49_5/8° 65.0 8&o 80.0 90.0 8&0 65-080.0 90.0 88.0 E. 80.0 90.0 88.0 80.0 90.0 26-1/2" 37 ° 53-1/8" 74" ° 28-1/2" 38' 82-1/8° 73" 82` 88.065.0 90.0 60.0 90.0 _ 88.0 - -8&0 80.0 90.0 86.0 1 85.0 1 80.0 1 80.0 60.2 802 74.3 74.3 74' S3" 73" 82" 80.0 90.0 * *ADDL ANCHORS REQUNM AT CUM OF LITES AND MTO. STILE ENDS. (1/2W) (1/2W) -� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' D=GN LOAD CAPACITY - PSF (XOK SIZES) sm (1/3W) FLANGE DDES. BUCK DW. GIdES TYPES 'A'&'Al' GLASS TYPES '8'8'91' w m I wow wom HEIGHT ERT.(+) I IM'.(-) EXT(+) INT.(-) 74' 108-1/4° 111• 28• 73' 108-1/4° 110° 28" 08.0 1 88.0 10.0 00.0 85.0 1 88.0 80.0 90.0 BBA 88.0 60.0 90.0 74" 108-1/4' 38-3/8" 111• 73" 108-1/4" 110" 37-3/8" 88.0 1 08.0 80.0 90.0 88.0 88.0 80.0 90.0 SILO 88.0 1 80.0 90.0 ,JA• 106-1 ' 111' 74" 106-1/4' 111° 5/8' 83° 73• 1 1/4" 1101 49-8/8• 8 65.0 80.0 90.0 88.0 80.0 G&0 88.0 WA 90.0 90.0 73' 108-1/4° 110• 82° SIA 88.0 80.0 90.0 61.8 81.8 782 78.2 60.0 50.0 78.4 76.4 108-1/4' 111" o" 105-1/4" 110• 52" - - 80.0 90.0 80A 90.0 *ADDL ANCHORS REQUNM AT CUM OF LITES AND MTO. STILE ENDS. (1/2W) (1/2W) -� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' 1¢' TTP. SUCK 0019 )1' TTP. BUCK DIMS eta � FLANGE FRAME EQUAL LEG FRAME FLANGE DM A0S STD, MTG. RAIL LIMIT MAX. LOAD TO 165.0 PSP E4 MAX. LOAD TO +80.0 -90.0 PSF DESIGN LOAD CAPACITY - PSF sm (1/3W) (1/3RD (1/"3w) • FLANGE DIMS. BUCK DIMS. a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' 1¢' TTP. SUCK 0019 )1' TTP. BUCK DIMS eta � FLANGE FRAME EQUAL LEG FRAME FLANGE DM A0S STD, MTG. RAIL LIMIT MAX. LOAD TO 165.0 PSP E4 MAX. LOAD TO +80.0 -90.0 PSF BUCK 0073 FLANGE ADAPTOR FRAME flANOE DO73 DESIGN LOAD CAPACITY - PSF • (I/4W) (1/2W) (KOK saes) • FLANGE DIMS. BUCK DIMS. ONES TYPES 'A bee' CLAN TYPES 'S'A'8I WIDTH I HEKitIT wIDTH I HwHT EKL(+) PIT.(-) W.(+) INT.(-) 74` 73' 85.0 65.0 80.0 00.0 108-1/4' 28' 108-1/4" 28° 88.0 G&0 80.0 00.0 •• •• 110" 88.0 88.0 80.0 90.0 -III* 74" • 73' 65.0 88.0 80.0 90.0 108-1/4" 38-3/8" 108-1/4" 37-3/8" 88.0 86.0 80.0 S. 111• 110" 88.0 88.0 80.090.0 74" 50-5/8" 73• 49-8 8" 05 0 8.9.0 80.0 90.0 74' 83" 1 73' 82' 88.0 SBA Jill 80.0 90.0 BUCK 0073 FLANGE ADAPTOR FRAME flANOE DO73 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUcrREVISED ge con7ply� with dw mi" LadN2g Colo .. _ zz� V SH FLANGE & FLANGE •ADAP'TOR • QB E ' EQUAL LEG FRAME ••• ••� '� �� • 'Ik "5 ' NOTE: • • • • • w "• GLASS CAPACITIES ON THIS SHEET• �i • • + • ' BASED ON ASTM E1300-04 (3 SECSGUSTU) • • • • • i • dlpwilg no. AND FLORIDA BUILDING COMMISSION • • • J 20�L 1A1Q_ g DECLARATORY STATEMENT DCA05-DEC !219 • ••• • • (I/4W) (1/2W) (1/4W) • a OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUcrREVISED ge con7ply� with dw mi" LadN2g Colo .. _ zz� V SH FLANGE & FLANGE •ADAP'TOR • QB E ' EQUAL LEG FRAME ••• ••� '� �� • 'Ik "5 ' NOTE: • • • • • w "• GLASS CAPACITIES ON THIS SHEET• �i • • + • ' BASED ON ASTM E1300-04 (3 SECSGUSTU) • • • • • i • dlpwilg no. AND FLORIDA BUILDING COMMISSION • • • J 20�L 1A1Q_ g DECLARATORY STATEMENT DCA05-DEC !219 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (1/2W) (1/2W) r % 0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' Es STD, MTG. RAIU LIMIT MAX. LOAD TO *65.0 PSF E4 DESIGN LOAD CAPACITY - PSF (XOX SIZES) DMUN LOAD CAPACITY - PSF (%0 OR OY smo) BUCK DIMS. BUCK DIMS. MASS TIPS 'A'&'AI' CUSS TnW '8 VIW WIDTH HEIGHT E%T.(+) IM.(-) EXr.(+) INT.(-) 25-1/2° 38' 52-1/8° 73' 2s, 8&0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 85.0 80.0 ~ 80.0 65.0 65.0 80.0 80.0 25-1/2' 38" 82-1/8' 73' 37-3/8" 05.0 65.0 80.0 80.0 65.0 0&0 80.0 1 80.0 85.0 8&0W.0 80.0 68.0 wo 80.0 80.0 25-1/2" 38" 52-IIW 73" 49-8/8- 86.0 65.0 80.0 80.0 68.0 88.0 80.0 80.0 85.0 65.0 80.0 80.0 88.0 Bao 80.0 80.0 25-1/2- 38" 62-1/8° 73' 1 or, 65.0 8&O 80.0 80.0 65.0 0&0 80.0 60.0 68.0 68.0 80.0 80.0 802 60.2 80.0 80.0 (1/2W) (1/2W) r % 0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' Es STD, MTG. RAIU LIMIT MAX. LOAD TO *65.0 PSF E4 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. IMM TYPSB 'A'&'dl' OL78B TIP88 'H'&'Bt' WIM HWK EXT.(+) OIL(-) EXT.(+) INT.(-) 73" 105.1/4" 110° 28' 05.0 88.0 80.0 80.0 65.0 95.0 80.0 80.0 05.0 85.0 60.0 80.0 73° 105-1/4" 110" 37-3/8° 65.0 88.0 80.0 80.0 SU 0&0 80.0 80.0 85.0 05.0 80.0 80.0 73' 108-1/4' 110' 49-5/8" 1 65.0 85.0 1 80.0 80.0 05.0 88.0 80.0 80.0 80.0 0&0 80.0 80.0 73" 105-1/4- 110" 62° 90.0 80.0 80.0 80.0 91.6 91.6 80.0 80.0 60.0 80.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAM H.D. MTG. RAIL* LIMIT MAX. LOAD TO *80.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DHM % % Maff EXT.(+) INT:(-) EKL(+) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAM H.D. MTG. RAIL* LIMIT MAX. LOAD TO *80.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DHM JQJAW TIP86 'A'&'Af' I OIA88 TIM 'B'&'Bl' W H Maff EXT.(+) INT:(-) EKL(+) INT.(-) 73" 65.0 BBA 80.0 Bo.O 105-1/4' 28" 65.0 85.0 80.0 80.0 110" 68.0 65.0 80.0 80.0 73" 85.0 65.0 80.0 80.0 105-1/4" 37-3/8' 05.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73- 49-6 , 0&0 65.0 80.0 80.0 73" 1 82- 65.0 1 65.0 80.0 80.0 III pf (I/2W) (i/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUC T REVISED pee plyluO with the Plwi& holding Code act K. -l- I IhPJ>A+A- we Iib" Coat M zz�- N00_ a •• ••• • • • • • :s ,PWCIVIL' 1A.'PE 'i 76994'' GAN. 9638 �. NOTE: • ••• op • • • 8 ti GLASS CAPACITIES ON THIS SHS • • !' • • • - BASED ON ASTM E1300-04 (3 SECUS • • • i4 •rovragn AND FLORIDA BUILDING COMMISSION • • • i • 18 DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C 9i / O / Ell GLARE TYPE 'A' GLASS TYPE In p s/18' NOMINAL LAM. OtASS 5/16° NOMINAL LAM. GLASS jj 4 1/8' ANN. GLASS 1/13' HEAT STREN'D GLASS .078' PVB INTERLAYER 075' PVS INTERLAYER Z Z YYY^333 1/4' Al VANCEVA COMPOSITE BY 'SOLAJW R SPACE OR 1/4' AIR SPACE-1 PACE VANCEYA COMPOSITE BY 'SOLUTUI O 8 - 080° PVB INTERLAYER 090' PVB NIERIAYER V Om 1/8' ANN. CLASS OSR LE1G LOG BY 'SOLUIIA' 1/8' HEAT STREN'D GLASS SAPm 9R1 BY 'smmw OR .090' SCP tNTERLAYER .090' SGL' INTERLAYER BY 'DUPONT' BY 'DUPONT' 1/8' ANN. GLASS ¢ 1/8' HEAT STREN'D GLASS SIUCONE F SILICONE r� OE 1200 GE 1200 PIWDUCCREVISED DOW M1 L Florkth DOW CORRNING NG 9 G ON peomw with M1 L DOW CORNING805-�O C 807 GLA33 TYPE 'Al' GLA33 TYPE 1131' 0.70' OVERALL INSUL LAM. GLASS 0.70" OVERALL INSUL LAM. OIASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'AT' & 'Bt' MUST BE TEMPERED. •• 0% 1/5' ANN. CLASS • 1/8' HEAT STREN'D CLASS • 078' PVS INTERLAYER Oil .078° PVB INTERLAYER CLYA COMPOSITE BY 'SOLUTIA CEVA COMPOSITE BY 'SOLUTIA' OR OR .090' PVB INTERLAYER •EGna,J�AAVAD AMIAD '. 6n:N::Ys,7��Bi •, i • .090• PVB INTERLAYER 0 0 i•• SAt1EX IHO BY 'SDLLRIA' SAELEL 910 BY 'soLUT1A' OR r n no. rai WfI 9 OR • .090' SOP INTERLAYER 090' SOP INTERLAYER V710-18 BY 'DUPONT* BY 'DUPONT' 1/8' ANN. GLASS attest 4 of 1 -1/8° HEAT STREN'D GLASS qn GE12SILICONE GE 1200 CORNING 899 DOW CORWI.#S 99S iq oe 1�EDOW DOW CORNING 899 r,,,l _ - DOW CORNING 998 C 9i / O / Ell GLARE TYPE 'A' GLASS TYPE In p s/18' NOMINAL LAM. OtASS 5/16° NOMINAL LAM. GLASS jj 4 1/8' ANN. GLASS 1/13' HEAT STREN'D GLASS .078' PVB INTERLAYER 075' PVS INTERLAYER Z Z YYY^333 1/4' Al VANCEVA COMPOSITE BY 'SOLAJW R SPACE OR 1/4' AIR SPACE-1 PACE VANCEYA COMPOSITE BY 'SOLUTUI O 8 - 080° PVB INTERLAYER 090' PVB NIERIAYER V Om 1/8' ANN. CLASS OSR LE1G LOG BY 'SOLUIIA' 1/8' HEAT STREN'D GLASS SAPm 9R1 BY 'smmw OR .090' SCP tNTERLAYER .090' SGL' INTERLAYER BY 'DUPONT' BY 'DUPONT' 1/8' ANN. GLASS ¢ 1/8' HEAT STREN'D GLASS SIUCONE F SILICONE r� OE 1200 GE 1200 PIWDUCCREVISED DOW M1 L Florkth DOW CORRNING NG 9 G ON peomw with M1 L DOW CORNING805-�O C 807 GLA33 TYPE 'Al' GLA33 TYPE 1131' 0.70' OVERALL INSUL LAM. GLASS 0.70" OVERALL INSUL LAM. OIASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'AT' & 'Bt' MUST BE TEMPERED. •• 0% • • • • • Oil •EGna,J�AAVAD AMIAD '. 6n:N::Ys,7��Bi •, i • 00 i ii 0 0 i•• 000 i D r n no. rai WfI 9 • • V710-18 attest 4 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jimr 4 Vis' O �I�IIIR:iII I FLANGE & FLANGE ADAPTOR FRAME MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA m a yny�� as 3� 2 3/8' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 5 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. n -- ' SEE ELEV. FOR SPACIN . 2_3/8• MIN. _ 4 ],/4" DIA. TAPCON BY 'ITM' (FU -120 KSI, Fy-92 KSI) O "� n L� ,1,/4' DIA. ULTRACON BY 'ELCO, (Fu -177 KSI, Fym188 KSI) p INTO 20Y WOOD BUCKS OR WOOD STRUCTURES C 1-3/8' MIN. PENETRATION INTO WOOD N Gi w usEo rnE wow Btrcic THRU 1 B BUCKS INTO CONC. OR MASONRY N'^ I p gNpLL yg•, THE IBE pp 1-1/4" MIN. EMBED INTO CONC. OR MASONRY p J IYi a DIRECTLY INTO CONC. OR MASONRY Z 2d1-1/4' MIN. EMBED INTO CONC. OR MASONRY tarE(GRADE 2 CRS)INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090'7INTO METAL STRUCTURES 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) E7 TYPI A EDr DISTAN °ig Im 1 INTO CONCRETE AND MASONRY = 2" MIN. 111 � INTO WOOD STRUCTURE = 1" MIN. � g Mp INTO METAL STRUCTURE = 3/4" MIN. 1 1 CONCRETE AT HEAD, SILL OR JAMBS tb ® 3000 PSI MIN. ® _ C-90 HOLLOW/FILED BLOCK.,A7..*oS�fWo- 2004 PSI 441N. • • a Ij I m ••• fiwr•• • •• ••a • • •O O PonucrseYtaBD a BwJ Cowl, FLA. R ••••• n 70892 CAA I Aecqam • .°". " � � �' .,•d •�p •V a "•' � � • • •• • • •• $ 1 tYPiC0.l ANCHORS :,:f : .1 •� •. I TYPICAL ANCIG6 11 Dde Rta uatCont • • • • • • g no. WOOD BUCK FOR ACING 4.. '. •. • � FOE SPACING • • VA 0 18 • .< FOR SPACBK; Sheat 5 of 11 ••• • • • • ••• • • of 00 0 0 00 00 MAX TYPICAL ANCHORS SEE ELEV.- FOR SPACING 9 ' EM - -I- SCREENS OPTIONAL I F- - - 0 FLANGE & FLANGE ADAPTOR FRAME 4.V Ile ma. m s,a•s FLANGE ADAPTOR FRAME 0 fir' TV. a� WOOD K o dl WOOD SERO TYPICAL ANCHORS EV FOR SPADING _ ALTERNATE a g OPTIONAL 70 E2 SWEEP LOCK SPRING LOCK SO�v • • � •�*snwm pE LC S$owgOd l PAGES 8 � i 0 ASID' PIU TQ• BOgT�uHFINNGE FRAME AND a m :a a �1T Eoon AH�Ao I✓• %Mbk monucrBeviM - �m me Pl d" L�'L_L—moi k \fir • - � drawing no. • • • • ' . W10-18 • • � •�*snwm pE LC S$owgOd l PAGES 8 � i ::0 ASID' PIU TQ• BOgT�uHFINNGE FRAME AND a m Eoon AH�Ao I✓• %Mbk monucrBeviM - �m me Pl d" k • • • . • •' • . Wim drawing no. • • • • ' . W10-18 sheet 8 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h,• y f•a. tia4 A� a .e EQUAL LEG FRAME �_________________-I MM -DARE COUNTY APPROVED II �4.V z ,S it MULLION & muUJON ANCHORS a I 1 SEE SEPARATE NOA 11 a O I•, 1 e ffi IL__--_----_ + ------7� � ao h imcTYPICAL ANCHORS E � HORS SEE El". Q ca FOR SP=NO FOR O f I g EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES Q WITHOUT THE NEED OF A WOOD BUCK. 2-3/B' NW. WHEN USED THE MM WOOD BUCK ' DEPT SHALL BE 276°. THE USE OF DEEPER OR BEVELED WOOOBUCKS IS PER6ETTED. WAlO—OADE I . . Y • . . . . I • • • .TYiI '�'. toRs• • • evil:. ftODUCfEEVW0 a d •• '. • • • ♦ • • • las wo the norms ' • • • • u` WatrB • • • • •' • •. • • �iavNmac•Ne -t031. TYPICAL ANCHORS �, N_FO SPACM N 4 -o.. 1 y $ e ffi Browing n0. W10-18 sheat 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •••• • • • •• •• ••• • • • ••• • • HOUSE NOT BY 1 C HOUSE wf 14W BY 0 STRUCTURE 1/4' MAX OT By SAP 1/2' MIN. HOUSE ww NOT BY Col FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR sPACtN6 #8 SM (MADE 2 css) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD MAX. V- 2' MIN. to H zz� EXTERIORda' •• ••• • • • • • •• • • • • • • f • • o < m • • • ••• • • • • • ' ' J • I PRODUC f REVISED XS e •• FLX PE 091. CAN. ";x'iis7 pacolnPtrl with lb wrwa lsutdiug o }4 8 dtnwing no. • • • • • ' W10-18 �AN s ZD�Z shoot S of ••• • • • • •f• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fm PART ® QUANTCPY DBSCRIPTION MATERIAL MANE'./9UYPUM/RBMARKB •• • • • • • : ° • ••• • : ••• • • • • • • • ♦ • *000 0 . • • •,t • 0... Y:l• .•• • .:i.•, ' i A MAO FLA t1A �VIL7.682 • ,' I • • •: •1 • • �II� • • • • •• • • • • • • • • • • • • • • PRODUCfREVISED compt wBbdoFimlda `' : A -p (I^LO°S 1 • • a�ao1 - b Et CO -100 - FRAME JAMB • FWD CLASS 8083-78 COI EXTRUDER E2 CCI -113 FRAME SILL 5083 -TB Cm EXTRUDER Z 0 ,t a LT o Of a g iQy� X a ; A S d eeelll F E3 CM -102 FRAME HEAD -- 6063 -TB CO) EXTRUDER _ E4 CO -103 - MEETING RAIL 6083 -TB CIE EXTRUDER EB COI -104 - LOCK RAIZ. 6063 -TB OW EXTRUDER EB CO -105 - HANDLE RAO. 6063-T8 OW EXTRUDER E7 001-106 - SASH RAIL 8083-T8 COI EXTRUDER EB COI -107 --- 5/18` GLAZING BEAD 8083-T6 OM EXTRUDER Es Cal -108 - 0,700" GLAZING BEAD 6083 -TS CO] EXTRUDER E10 CO -109 - FRONT FLANGE ADAPTOR 6083-T8 CGI EXTRUOER E11 COI -110 - NAIL FIN ADAPTOR 6083-T8 QQI EXTRUDER E12 CCI -138 - TF FRAME JAMB • FIXED CLASS 6083-T8 CGI EXTRUDER E13 COI -138 - TF FRAME HEAD 8063-T8 CIE EXTRUDER E14 COI -139 - TF FRAME JAMB 6083-T8 CGI EXTRUDER EIS 001-140 i" MUNTIN 6083 -TS CO EXTRUDER E18 CGI -141 - 2.8' MULLION 6063 -TB COl EXTRUDER E17 COI -SDS SCREEN FRAME 5083 -TS CO EXTRUDER EIB CO -114 SILL SNAP IN 8083-T8 CGI EXTRUDER _ U-1 N QQ 1 a LL X317 N r��77 C 3 M Z Z C.1 - $ - O E18 CGI -110 - SILL FILLER 6063-T8 CGI EXTRUDER E20 C01-116 -- - FRAME JAMB 6063-T8 CGI EXTRUDER E21 CO -117 - HO LOCK RAS. SOS3-TB COI EXTRUDER E22 CGI -138 TF FPAME SU. 8063 -TS CGI EXTRUDER E23 CGI_ 109 - FRONT FLANGE ADAPTOR 8063 -TS COI EXTRUDER M1 OW -382V - OLAZINO BULB VINYL (DUROMETER 78-80 SHORE A) PVC - M2 CGI -111 - SCREW COVER (OPTIONAL) PVC_ - M3 ... 001-112 3" 0 ANCHORS EQUAL LEO COVER/SHIM PVC - _ M4 - 0.700" X 0.040' BEAD CE1200 SUCONE SILICONE CE MS - 0.700' X 0.040° BEAD DOM OBS SILICONE DOW M8 - 0.700" X 0.040' BEAD Dow See '- SILICONE DOPY M7 - 2/ LTTE SETTING BLOCK EPOM- _ Me - - PROTEOTO WRAP WATERPROOFINO OR EQUN. - - MB 684 - ROLLER TRACK PVC - MID CO -128 2 PER SASH ROLLER HOUSING MTDN - M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. v O RR S $ d g0, a m _ M12 CGI -129 1 PER SASH EGRESS LOCK ALUM. SULLJVAN M13 CLX -131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTUFT BLOCK NYLON M&M MIS - OPTIONAL REITOULATW FOAM 30 PPI - - M18 COI -134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EOUN. MIS 001-132 2PER WD. 2'- SASH STOP PVC PROTOTYPE M19 COI -111 ® FR. HEAD SCREW COVER PVC PROTOTYPE M20 C01-128 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI -FTA WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNER 10 X 1 1/4• LO. PHL PH. SMS ST/ST. ASSEMBLY SCREW - - S3 - 1 1/a' EMBED. Q 8 X 1 1/2• I.Q. PHL PH. SMS. FW ANCHOR SCREW - m H1, 4i 9 S4 a PER WD. a x 1/2 PH. SMS. ST ST BALANCE BRACKET SCREW - - S5 2 PER WD. 8 X 1' L0. FHSMS. ST/S}: SPIRAL IL ASSEMBLY - - S 6 X I/2• LO. FH. SMS. • CLX -133 & CAM LOCK - - se - 4 ®M. RAO fi 10 X 4• tA. PNiL PH. SMS. sr/sL ASSEMBLY MEETING RAILCA S9 - 2 PER ANTILIFT 10 X 8/8' LG. PHL PH. SMS. SF/ST. ANTILIFT SCREW - - drawing no. W1O-1$ [eheef g of 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • •• •• ••• • • • •• ••• 0 0 2.440 2.440 2.113 1.018 085 •490 �- .705 .Otm TYP• .120 •7sou.� .050 1YP. �u Z �. x.101 a.eae L oss ,.30, TYR ,.801 oas 1301 1YP. ,.007 1.580 1.880 J364 sea F r 'J 1 aao l! 2 I 085 F 080 1.395 0 5/18' GLAZING BEAD @ .700° GLAZING BEAD Et FLANGE 1.158 1.015 FRAME HEAD O FLUSH 1.188 t.o18 FRAME HEAD E4 om• ,.3ee aa5 L7,.*. MEE71N0 RAIL ett NAIL FIN ADAPTER 1.498 1 050 1� 1.449 ' '293 1.413 Q; O V I t & a M M7�3 V ud• 1.018 1.015 1.788 FrT,. 1.140 t.t4O O FLUSH FRAME COYER O� SCREW COYER 22&1 , - 1.015 1220 ,L� 4.430 088 1YP. 3.930 088 3.188• 1.043 080 TfP• Sad a�i 3.888 2.885 2888It c @ LOCK RAIL E18 SILL FILLER 1.788 QQ 180 2.440 2440 2 10 .0$O N O LJ FLANGE FRAME SILL CO FLUSH FRAME SILL tote Dee tYt taco ® FLANGE ADAPTOR fs z z ^ - 2737 2.737 .085 �' .085 �. F31 1.043 v ALT. LOCK RAIL 1.e9a a.s05 2.813 a,i� 2913 rn c 1.000 .eel a.te5 ' 3.237 2.737 1.018 E74 FLANGE FRAME JAMB (MOVING) @FLUSH FRAME JAMB (MOVING) u • • • • • • • • • • • • 21: - d 1' V HANDLE RAIL .Bit .811 • •• • • • • •••8 tJ1� 2.805 .088 IYP. L� ,m M. • • • • • • • off v PRODUCPREVim aoroldyluB wltG tdo I'tords Cada !V 1.015 1.0151 .395 1.398 •• •. •' • ' Aceepraucono ll •745 .088 • ••• • • • �, i ~ �' drowing no. 1.000 .500 • • • • • • • • • • • • • • ��� 1.748 1x48 1.015• • •'0 (W10-18 Et FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (R=) O SASH RAIL e iO O1 1118 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • •• •• ••• • • • •• ••• 0 0 ••• • • • • ••• • • � F i/ a0 • • • / • • • i • •• •• • • • •• •• ••• pyoo � tl • • ••• • • Vao 1� FRAME TOP. CORNER VENT TOP/BOTTOM CORNERS 4 �xN N M �? O�rI �J�j i ® PRODucrREVIM O $ �wlwaw�rsfd• AaeproaeoNo t oy a � G<m •tl FRAA0.� �TTdM CORNE�t• FLA, 'PE A 7082 1j idtl 0:0 00 • • i i i i �� • Browing no. • • • • W10--18 FIXED MTQ, RAIL CORNER sheet 11 of 71 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMt•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2390 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www -ml midade. a r GI Windows & Doors Miami, FL 33172 SCOPE:. ' ....' .. • ... This NOA is being issued under the applicable rules and regulations governing thiavi d9 constr+eatd®n • • materials. The documentation submitted has been reviewed and accepted by Miami. -Dade Cotx+PERA -• • • • • Product Control Section to be used in Miami Dade County and other areas wheregalfowcd by the Ikuthoriiy....: Having Jurisdiction (AHJ). G' e' ' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrIM ct ConVA: • - Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Da jc7. pFnty) re%grvp the ri&,,. to have this product or material tested for quality assurance purposes. If this =d1i or material fails to.' perform in the accepted manner, the manufacturer will incur the expense of such t&1g and! h*e.e.AHJ neap • : • immediately revoke, modify, or suspend the use of such product or material within theil jurisdiction. PEM.„ reserves the right to revoke this acceptance, if it is determined by Miami -Dace County Prodtibt Contol Section that this product or material fails to meet the requirements of the applicable building code' This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane -an - : Series "110 Sentinel" Aluminum Single Hung Window - LALL APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series 110 Sentinel Alum S.H. Wdw. (S.M.I.) (L.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al-Farooq Corporation, signed and sear by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami4)ade County 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. TERMINATI N io t - NOA will occur after the expiration date or if there has been & 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 ofthis 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 # 10-0510.11 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. Ccounmr NOA No. 11-1115.08 APPROVED Expiration Approval Date: January 12, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufasturer's die drawings and sections. 2. Drawing No W10-03, titled "Series 110 Sentinel Alum S.H. Wdw (S.M.L) (L.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS see 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.... , • . ; , ..., ; . 2) Uniform Static Air Pressure Test, Loading -psi 4 BC TAS•202-94,.... 3) Water Resistance Test, per FBC, TAS 202;94' •. . • • • •. • 4) Large Missile Impact Test per FBC, TAS 201t94 • .' • . • • • • 5) Cyclic Wind Pressure Loading per FBC, T.S.203-94'.:.. • ...... along with marke& p drawings and installation diagram of series• "Sentinelr. single •; hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report M. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinia 7: Ab� p. E.; . • • •; (Submitted under previous NOA# 10-05.10.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 04/26/10 and updated on 11/04/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc, for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. ManuePi55.108 E. Product Control er NOA No. l Expiration Date. September 22, 2015 E-1 Approval Date: January 12, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010 and of no financial interest dated 10/04/11, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HT"080-0101-10, iWjed by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and s'ealedby Viaw.:. L Abraham, P. E. • • :00* • (Submitted under previous NOA No. 10 —0510.14) 0000" 0000 0000" 3. Proposal No. 09-0032 issued by BCCO, dated October 22, 140: signed•11Y jRenzo; • • • •; Narclso. 0000 0000 00000 (Submitted under previous NOA No. 10 —0510.11) • • • • ; .00 • • .. .. 0000 0000.. 0000.. . 0' G. OTHERS . . . . 000000 1. Notice of Acceptance No. 104510.11, issued to CGI Windows and �5UAA, Inc. for their Series "Sentinel 110" Aluminum Single Hung Windo�V'—•L.M.I. ' roved on • 09/22/10 and expiring on 09/22/15. 0000 Manuel Per E. Product Control a iner NOA No. IF 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 IP 80 1/4- - WIDTH FLANGE & FLANGE ADAPTOR FRAME am APPLIED) 82 1/8' BUCK WIDTH 8 1/2' MAX. FALSE MUM=DLO. ���ACE API.) PRONAL S 1/2' MAX. HEAD/SILL HEAD/SILT. CORNERS MRNf RS CENTER ANCHOR REQUIRED WHEN M flt t$�Di c Pi %iI rr1* SERIES 110 SENTINEL ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RA71NOS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATMAL SHALL BE BEYOND WALL DRESSWO OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT WED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 62 47 7/98' D.LO. (FIX.;UTE) 20 9/10'* MAX. A7 HW/SILL II � it ii /• 1 ii 47 7/14' Y.L.V. kvmli 80 1/4" UAL LEG' �k ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN P ESSURE IS GREATER THAN > 75,PSF p M FALSE (SURFACE 47 7/18' D.L.O. (VEND 80 1/4' w I M �V 0 82 1/8' BUCK WIDTH 47 7/19" FALSE MUM=DLO. ���ACE API.) PRONAL S 1/2' MAX. (FDL UTE) 20 9/19' MAX *0k HEAD/SILT. CORNERS HFAD/SILL p M FALSE (SURFACE 47 7/18' D.L.O. (VEND 80 1/4' w I M �V 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 2019/16" LAMINATED GLASS o i1 • INSULATING LAM. GLASS • • • • • • • ' • • SMALL MISSILE IMPACT • ]LARGE MISSILE IMPACT • • • • • .pyp, 'PROLIUCTRBV138D FiA PE g 7 egeomplyu+S�viBidmtlorld_e„ • 000 A mm No Date S 'b • • • • • • • • • • • • i • • i i 1 ( drawing no. • W10-03 • • • • • sheet 1 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL UTES WIDTH UNB uA4 um riINDo98 UAL ixm i/D4D0u8 ... . • DMGN LEAD CAPACITY - P8F .. DHBIOH WAD OAPACII'Y - MANOR DD®. FLABOB DDRB. B110K DIM JWAW 7TP88 '98'Al' 474418 'B'6'Bl' 14mTH HEM WmiH RWW E%T.(+) 1M W4+) INT4-) 19-1/8' 78" 30-1/4" 18-1/9• MO a" 75.0 80.0 88.0 26-1/2' 78' 38-1/4" 28-1/2' 764 784 760 4D4 88.0 37' 26" 1' w 784 784 80A 86.0 4r 40' 78.0 78.0 80.0 56.0 53- 52-114r BOA 860 19-1/8' 18-1/r 760 76 80.0 88.0 20-1/2• 760 0 80.0 88.0 37" 38-3/8' 38• 37-3/ 760 80A a" a9" 48• 71LO I78 ODA 860 83-1/8' 52-1/8• 760 76.0 80.0 88.0 18-1/e' 18-1/B" MO 75.0 860 85.0 26- . - 1/2' 76.0 a" 85.0 3r 60-6�8' 39• 49-6/8' MO 760 mo 060 49" 48' 8.0 76 80.0 860 53- " 82-1/8" 760 784 BOA 884 19-1/8' 18-1/B' 760 784 804 Bs.O 20-t/a• 26-1/2• 764 MO 804 0" 38' Br 760 50.0 860 /.Y•�� 48' 7 r0.0 85.0 53-1/8• 52-1/8• 760 760 80.0 85.0 10-1/8' 18-1/8' 760 75.0 80.0 55.0 20-1/2^ 25-1/r 754 760 80.0 85.0 37' 76' 30• 75" 754 78.0 80.0 0&0 49` 48' 7sA 760 804 88.0 53-1/8• 62-1/8" 76.0 78.0 Boo 88A to -1/8. 18-1/8' 760 78A80.0 860 26-1/r 2.8-1/r 78.0 75.0 80.0 86,0 37' BrJ8' B° 76A 76A BOA BBA 48-t/r 45-1/a• 1 75.0 75A rD.0 86A EQUAL UTES WIDTH UNB uA4 um riINDo98 . . ... . • DMGN LEAD CAPACITY - P8F EQUAL UTES UNEQUAL UTES (ORIEL TYPE) m Z a p• O h g 040 lk gcq Z- 91 eucK DUAs FlN pRAmdie oi • • • • • • • C • • • • • • • • • • • • • • • • • 'ID' I�ROCOJCI' HSYI�D p7 BUCK DIMS CNAIL 0a �pgAyL� w8A th4 vwd& yFLA. PC 8 NJ WQ7 •� ,' BNildinBCDAe 8 Agcop'ooiiDaOte to� �✓C � � FLANGE i4DAPTA FRACEE : • • : • • • • i i \ BY ado drawing no. • • • y. 4.�uol W1O-03 ... . UNB uA4 um riINDo98 . . ... . • DMGN LEAD CAPACITY - P8F MANOR DD®. om Om, WXTOP LM0!dffi TVM TWAt' OIM MW 'B•A'B4' BIOM HEOHT 18DTH HE1011T •A' DM EXT + 1M.(-) E%t• +) 1NL(-) 53-1/8' Ar 52-1/8• 78" 30-1/4" 78.0 MO a" 85A 49" 79• 40" 78' 38-1/4" 760 764 BOA 884 28-1/2• 3t" 3b' 3Y 43• 68•3r 28-1/2° 30" 30" 4r 70-8/8" 83-8/B" 84' �° B3-t/a• 45-1/4' , 78.0 78.0 760 7B.0 70.0 MO 75.0 78.0 76.0 760 860 ODA 604 8" Bolo 88,0 88.0 88.0 860 884 UNEQUAL UTES (ORIEL TYPE) m Z a p• O h g 040 lk gcq Z- 91 eucK DUAs FlN pRAmdie oi • • • • • • • C • • • • • • • • • • • • • • • • • 'ID' I�ROCOJCI' HSYI�D p7 BUCK DIMS CNAIL 0a �pgAyL� w8A th4 vwd& yFLA. PC 8 NJ WQ7 •� ,' BNildinBCDAe 8 Agcop'ooiiDaOte to� �✓C � � FLANGE i4DAPTA FRACEE : • • : • • • • i i \ BY ado drawing no. • • • y. 4.�uol W1O-03 ... . . . . ... . 06 0410 . • to •• -1/e' ANN. GLASS • • 1/8' HEAT STREN'O GLASS .078" PVS INTERLAYER • .078' PVB INTERLAYER VANCEVA COMPOSITE BY 'SOUJW VANCEVA COMPOSITE BY 'SOLUM' OR OR 090' PVB INTERLAYER 080' PVB INTERLAYER SAFLEX NO BY 'SOLUTIA' SAFLIX Ip0 BY 'SOUJTIA OR OR 080" SOP INTERLAYER 090' SOP INTERLAYER BY 'WPONT' • • BY 'WPONT' 1/8'' ANN. GLASS 1/8' HEAT STREN'D GLASS SUCONE SILICONE 1200 DOW CORNING 899 Id r1 / DOW CORNING 998 2! I8 1200 DOW CORNING 899 rl GE DOW CORNING 998 : 1/4' AIR 1/8" ANN.: C �6 ILI•AS3_ TYPI E 'A' , S/18' OVERALL LAM. CLASS ANN. CLASS .078' PV8 INTERLAYER VANCEVA COMPOSITE BY 'SOLUM' 1/4' AIR OR -.090" PVS INTERLAYER SAFLEX WO BY 'SWUM' 1/8' HEAT STREN'D I IOR 086' SOP INTERLAYER BY 'OUPONT' 1/8" ANN. CLASS 14/1,M) 4 II II/ GLASS TYPE 'H' 5/19' OVERALL LAM. GLASS "FAT SI'REN'D GLASS .078' PVB INTERLAYER VANCEVA COMPOSITE BY 'SOL.UTIA OR 090° PVB INTERLAYER SER AFL" ND BY 'SOLUM' OR 090" SOP INTERLAYER �BY 'DUPONT' 1/8' HEAT STREN'D GLASS SILICONE SILICONE y� D1 Wi RONO 899 a y� DOW DOWCORNING 988 $ M1 DOW CORNING 995 \ 1 M1 DOW CORNING 998 �- W(m O j�y�7 O GLMS TYPE 'Al'. 'AI' GLASS TYPE 'BI' 0.70' OVERALL INSUL LAM. MAW (L.M.I ONLY) 0.70' OVERALL ML LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. •• ••• • • • • • •• • • • • •• ••• • •• •• • • • • • • ••• • ••• •• ••• • • • • ••• • • • • • • • • • • • • 0 CIVIL PRODUCTRCVLSBD gA,PE.& j9� as Ca mg hM Wltb OLO Fhd" IQ ZOti It Thh Ptodacl drnwmg no. W10-03 / Oh"t 3 of 9 a O W wow M= O , n a OC . vro "v. r. ISY WOOD BUCK i ANCHORS a ae a .. 4.. _• a. SWEEP LOCK OPTIONAL TO EG�I( LOC TYPICAL AN("J•IORS SEE ELEV. FOR SPACING I TYPICAL ANCHORS SEE am. FOR SPACING n FLANGE & FLANGE ADAPTOR FRAME 2 3/B' MW. APPROVED ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. `" A.^Ti pcm BY 'f1W' (N-120 KSI, Fy=02 KSI \` ' ' (Fu -177 KSI. Fy-10B `. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES =` $ 1-3/8" MIN. PENETRATION INTO WOOD ai THRU 1 BY BUCKS INTO CONC. OR MASONRY $ WHEN USED THE MIN WDOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY pp DEPTH SHALL BE THE USE OF DIRECTLY INTO CONC. OR MASONRY Z z PEEPER OR BEVELED OODBUCKS IS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY r PERMITTED. —8- #14 8=814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#14 SMS OR SELF. DRILLING SCREWS (GRADE 2 ORS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - I" MIN. INTO METAL STRUCTURE - 3/4" MIN. r -k -___++WmG�RETE AT HEAD, SILL OR JAMBS f'a m 3000 PSI MIN.90HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN.•• UW JAYAOMW. PRODktCTREVISEDee 4'a a flA'PE 70a91 ascmtnyinBwithdwFkWb Midins Cudo AapaWaOONO 6� • • • B7iPilBtiol DAw1YPk` ANCHORS•• .°.'. .•4, ,• •. e • • � � • I • • SIHEL(�. • • • • • Pfoduct dYOWing no. , ' ^ • • • • •FORD SPACING : • • • , �Qia W 10-03 ' ahaet 4 of 9 ••• • • • • ••• • • •• ••• • • • • • •• •• • ••• • ,ym F GST A XTP V SC FLANGE ADAPTOR FRAME 0 000 . . . . .. . .. . . .. .... . .... FLANGE ADAPTOR FRAME 1 I N 1 � M © I I Zz�,., Ea INTALLATION DETAILS SHOWN ==FRAMEAND AND 5 APPLY TO BOTH FLA FLANGE ADAPTOR FRAMES. 0 �� . '• ARODUCfRBYISSD 70je2 Atdldisg CO& tdo Plorlda is ' Apxylenaallo D.By • •� t'Q d;2��1 drawing no. W10 sneer 5 or 9 a 0 SWEEP LOOK OPTIONAL TO EGRESS LOCK AT SILL i,'elr�,: ai1�Horta a ---SEE ELEV. FOR SPACING EQUAL LEG FRAME II MIAMI—RADE COUNTY APPROVED II 1 MULLION & MULLION ANCHORS t !I SEE SEPARATE NOA I! FOR SPACING EQUAL LEO FRAME CAN BE INSTALLED DIRECTLY INTO WOOD. CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. ••• 2 3/'8 MM, • 2 3/8' MIN. ••• • WHEN USED THE MIN. WOOD BUCK DEPTH SHAD_ BE W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. ••• • • V ••• • • .,r • TYPICAL ANCHORS SEE ELEY • .;�. i¢.•"•i� • • • .•,I.•� • • . • . , j' . . I . FOR SPACING • • • .. • • • • • ill • • • 0,0 •• •• N b pyp PRODUCT'REVISED •• ••• 7�@2 m�xanplyiuS�vhhtha Flatlda • ••• JM11 I C aPE'. oI1d618 Code . • ..... ••• • • • • ••• • • • • • • • • • • • • • • .. • • • • • ill • • • • •• •• N b ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Zaag o Ram o a g drawing no. W10=03 OLUSTRATM EXT. OR Rn NOT BY COI HOUSE WRAP NOT BY 001 (`/ a 0 HOUSE WRAP NOT BY COI sTRUO r crot r h FIN FRAME TYPICAL ANCHORS: sm m v. FOR sPACINO J8 SMS (OWE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD • •• • • • • ••• • ... . .. . . . . • •• • • •AP ... . . . . ... . . • • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . "VIS o a with tha Ptmida N zz� drawing no. W10-03 I ITEM PART 6 eUANT117 DESCEIPTION MATERIAL IfANR/SUPPWER/RBMARKS �u Et ooI—,00 t FRAME NERD am—To COl-tot , FRAME BILL 8083-T8 ET COI -102- 2 FRAME JAMB suss—TB - z E4 C01-103 1 MEETING RAIL8083-TB - EB COI -104 1 LOCK PAL 8083 -TB E8 COh-108 1 HANDLE RAL 6083 -To - E7 CIU -108 2 SASH RAIL 8083-T8 - EB C01-107 AS REOD. 8/18' QLA2FN6 BEAD 8053-T5 - ES C01-708 AS MOD. 0.700' OWJNO BEAD 8083-T5 - h E10 C01-108 AS REQO. FRONT FLANGE ADAPTOR 8083-T8 Ett 001-110 AS REOD. NAIL FIN ADAPTOR 8083-75 - p f!&a� E12 001-138 1 FLANGE FRAME WAD 8083 -TB - E13 C01-138 2 FLANGE FRAME JAMB 8083 -TB - E14 COI -137 1 FIANOE FRAME SILT. 8083 -TB - E77 C01-808 OPTIONAL SCREEN FRAME 8083-T5 -.. M1 C01 -352V AS READ. LUAZtNO BULB VINYL DUROMETER 78-80 SHORE M2 06I-117 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 C01-112 AS REQO. EQUAL LEO COVER/SMb, 3` LOFX1 AT ANCHOR LOCATIONS PVC - MB M10 SUPER BOOST - 2/ WON. 2t WDw. SPIRAL BALANCE BIACK/TACKLE BALANCE - - BSI OR EQUIV. 831 OR EQUIV. Ntt W23201Nti AS �. ` POE WITH CENTER FIN WOOL ULTRAFAB OR ECWIV. M12 Cbl -12e 1/ WOW. EGRESS LOCK ALUM. SULLIVANM73 ?S _ CO1-131 2/ WOW. HANDLE RAIL END CAP NYLON M&M S Mt4 E28018WN - 0 BULB -T SLOT� PVC ULTRAFAB OR EQUP/. M18 M1s CCU -133 cb1-130 4 WOW. a/ wDw. SASH QUU)E(SPtltN. BALANCE) SAM TOP owoE(sPIRAL aatANCE) NYLON NYLON MJdd M&M n S b17 A30730401-32 1/ WOW. CAM LOCK ZINC TRUTH OR EW. W MIS C01-132 2/ WOW. SASH STOP, 2' LONG PVC PROTOTYPE OR EQUIV. MZO C01-128 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M1A21 TOCK - aI WOW. e/T BALANCE TAKE OUT CLIP BSI OR EQUIV. o Qv = M22 148-8 2/ WOW. WEEP COYER NYLON AMESBURY OR EOUIV U�� Mai C01-134 SILL SPACER PVC PROTOTYPE OR EOIM. 42 2 OR 3 CORNER 10 X t 1/4' L0. PHL PH. SMA ST/ST, ASSEMBLY SCREW C7 S4 4 WOW. 8 X 1t2' PH. SMS, Si ST BALANCE BRACKET SCREW 8$ WOW. 8 X 1 ` L0. FH. SMA ST .SPIRAL B. ASSEbBLY SB 2/ LOCK 8 X 1/2- L0. FH. SMS. ®C01-133 &CAM M • •• • • • • ••• • MCDUCT RBVISSD CML7 �$wit60re Plotfo%A 8 F7n�JAIM 'QX.N.BBB ••• •• i • •. • 13uad%g Code B WrhS •- • tiY drawing no. • i i • i i i V BQC • • • • W10-03 sheat 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TOCK - - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 2.809 2= .089 1.745 L 111-7 .811 1.890 1.245.746 088 TIP.. .050 1.015 1.016 1.385 Efa FLANGE FRAME HEAD of FLUSH FRAME HEAD Elf NAIL FIN ADAPTER I .500 le FLANGE FRAME SILL FLUSH FRAME SILL U FLANGE FRAME JAMB .490- - .708 A80 TPP. O 964 5/18" GLAZING BEAD 1.398 .1811 .050 .085 O FLUSH FRAME COVER J FLUSH FRAME JAMB .120 .709 .090 IPP, .�4 .700' GLAZING BEAD 1.446 .293 .080 f.4,3 SCREW COVER _'% MEETING RAIL 1.220 t.oa3 ,.788 o95 im. 1.016 LOCK RAIL 2.188 ,.892 088 t 043 1yP, 1.015 HAND RAIL I ."@ FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER •• •• • • • • •• •*- • • • • • ••• • VENT BOTTOM CORNER 1.395 E.1i 1%K~. . PRODUCTR5VL98D .746 1.480 .180 llA. PE as �dr� w(td dm Florlde Cada CAM '. Acca faaaa a • • • • • • • !fie 1.028 =1 89 1.018 •090 • • • • • • • •• �2M1' 0 066 064 SASH RAIL E,0 FLANGE ADAPTOR ••• • • • • ••• • • • • • • • • • • • • 0 drawing no. W10-03 ti 4.J 010 judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor, e I trades (i.e. electricians, plumbers, block masons, framing, H cup y VAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ J Spread or continuous foundation footings and pilings [ J Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses [ ] Wood or reinforced concrete decking or roofing [ ] Floors and ceilings [ ] Attached decks and porches [ ] Interior partition walls [ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings ;XWindows and doors [ ] Re -shingling or re -tiling a roof [ ] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub -flooring [ ] Bathroom tiling and fixtures • • • • [ ] Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or (rt gecora%'* • finishes) sees•• ••:• [ ] Kitchen, utility and bathroom cabinets • • • • • • [ ] Built-in bookcases, cabinets and furniture 0 • • • • 0 . see* • [ ] Hardware ••e• 0000 ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: 00:00: : •00• sees sees [ ] HVAC equipment 00.... [ ] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans 0 • • 0 e 0 [ ] Security systems 0 • • 0 ' : • • • [ ] Built-in kitchen appliances 000 [ ] Central vacuum systems [ ] Water filtration, conditioning or recirculation systems sees.. sees.* sees.. sees. sees. sees.. sees.. sees.. A - t- ALSO: [ ] Labor and other costs associated with demolishing, removing or altering building components [ ] Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools\spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 6" `OGO0'" 3. Property YOwner's Substantial Damage or Substantial Improvement A�it si �.. . notarized and dated (included in package). 000000 6 O% 0006:8 4. Contractor's Substantial Damage or Substantial Improvement Affidavi alligned, �••••� notarized and dated (included in package). *00000 0• • • • • 5. Estimated Cost of reconstruction/improvement form (included in package)oahtl all rec[ltitdd backup. Include subcontractors bids and itemized cost lists (see footnote on Gos%Estirlaie - Form). 66 66 6666 666666 so 6. This checklist. ' ' . . . . 0000.. 7. Copy of construction contract. If the owner is the contractor, submit all subcentracto�-Rcrs :0000:. to document the cost estimate. 00 0 :6 6 • .W SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REv1Ew Property Owner's Address: '%�` Lo Sjr + o 331 Property Owner's Phone Number:305 aEl Contractor's Name: 14, ►Jsre.�,^► d J s0-t-Cr7ery Co. Contractor's Address: 1/91 G M. sc, Q p6&cA 9-R ;�,� , F L 3A9 Contractor's Phone Number: gSy— S;atb-- -P7 8Z. Flood Zone A E BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: ram not attaching a State Certified Appraiser's report and I accept the use of the valuation of y property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Property Owner. Date: r Contractor: Date: Zvi . . .... ...... ...... .... ...... .... .... . . .... .... ..... ...... . .. ..... .... .... ...... . . . . ...... w SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: ��j t`'yi' S7ilQ��► Ce�+51�'\nrc°rl �.� . Co . Property Owner's Name�J)�40 Property Owners Address: ��� 74 �I, ®f M/ ,z 3 %/.38 Property Owner's Phone Number. a ° 19 19v' �3 or /e 9?9 04- q'�®4? ®< < I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list STATE OF F I Ort cla COUNTY OF ' `�' Before me this day personally appeared duly sworn, deposes and says that he/she has read, understands, and agrees to aforemetjon coed' 'o ProOrty Owne s S nature• Sworffto and subscribed before me this day of n V.AL7ATE44RMotary Public State * * WCftM#I)I)VAV0commission expir EXPIRES: April 22, 2014 '°�aFaL°��O Banded Tlgn r.$�pgg , who, being with ail the •s•• 00 •s • • f • •••ss• SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: C1 L PSR -T Contractor's Compa''n,,Name: Contractor's Address: CUI GES P� Contractor's Phone Number: 15 4- S) -L) Contractor's State Registration or Certification Number: CC�t^ i Sa 0 7 6 2L - Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. STATE OF Pof COUNTY OF rpi4.2. ,r Before me this day personally appeared duly swom, deposes and says that he/she has read, understands, and agrees to aforement' condition . ...... .... GOODGOOD D O GD.D GGGG ..G.. who,:b0itlD 1i Ah all the ' Contra or's Signature 0 see Sworn to and subscribed before me this day of '49CA , 20_A . Notary Public State of: My commission expires: AA r Lk 3. 10\ DGGOOD OOGO OGDG �a1�Y--P! o MiCIi a D.I * * W COWISSIM P 09 W EXPIRE$: Maid► 3.2018 r gondedTdNBNoffirySenh�6_ Application Cost Estimate of Reconstruction / Improvement Number Date Address 113 5 mc qb-W STM ,c\,h , S Es �' -a 53 This cost estimate of reconstruction improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub -Contractor Bids 45 Contractor or Owner 6S Material Estimates 9 36 Costs Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather-strip Exterior Finish (stucco) 7 Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Labor Costs as 13 MID 0000 0000 ..00..00 0000.. Safe 00 e 0000.. 0000.... 00 ee :asa.e 0000e a 0000.. 0000.. 0000.... 0000.. 0000.. 0000.... 0000.... 0000.. See• so so 0000 0000... . . 0000.. 0000.... 00 00soe• 0000.... .ease. 0000.. 0 0 4 Hillstrom Construction Company 9141 Gettysburg Rd., Boca Raton, FL 33434 Ph: (954) 520-0782 Email: hillstromco@yahoo.com 'C63C1520762 Proposal submitted to: Bob Williamson ,t name & location: NE 96th St. ii Shores Je hereby submit specifications and estimates for: Istallation of windows and doors supplied and delivered by The Window Man of South Florida s per Quote #161510 0 -Single Hungs -Structural Mull Bars -Single French Doors -Double French Door -French Door Sidelights -Horizontal Rollers :ut out (2) kneewalis to accept new French Doors, drywall inside, stucco exterior nd install treated wood temporary stairs at each opening 'INCLUDED: permit costs from city, painting, flooring, window sills, bucking and preparation work prior to start (removal of all items off walls, furniture, and thing of value that is in our working area). We propose hereby to furnish material and labor as specified above for the sum of: $13,850.00 Any alteration or deviation from above specifications Involving extra costs will be executed only upon written order and will become an extra charge over and above the original estimate. BICE OF PROPOSAL • Proposed by: / WWRIP Date: ]'0100 fdw 26Th 9 Meeowmmmm, • • • • Mami, FL,93172 Ai?E(V PROPMAWwindU DETAILED • i i i www.wnavmc m QuoUs Rulruber. 1+61510 Dealer Quote Name: 1235 X.E. 96th St. Ki+smi Sho Wind*WMa 11 of South Florida a : : • : : : a • • : e • Project Name: Bob WgUamso,a • • • • • • • • • • • • • • • • • • Saved Date: 3/12/2014 1243:01 PM 3076 NE 12th Terrace • .• Oakland Park; FL 33334-4403 , •• Sales Person: Steve Edgcomb P: (954) 946-1553 F: {954) 941-9804 P: F. i a• r • • •• ••• •. • ••• • • • • •• • Line I Qty 1 Product Size Room Location orcssrxe kf,�ft Pric 100-1 2 Series 110 Single Hung 28.875" X47.75" Living + J $368.14 $736.28 28 7/8" x 47 3/4" Glass Make -Up = 5./16" Lami (Ann/Ann) Glass Color = Clear, Textured Glass = None Aluminum. Finish = Bronze ESP Screen Option = With Screen Hardware Finish _ Bronze, Sweep Locks? = No, Number of Locks = 1 U -Factor = 1.04,:SHGC = 0.59, VT = 0.66, CR = 15 FE Frame Type = Flange Frame, Glazing Bead = Square Bead Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, 2W2H Line i, Qty , ( Product ( Size Roorn Location ;I Design Pressure I Unit Price Total Price if -1 1 Mullions Mullions Living See NOA $30.41, Fab Type = Type 1 Mull Type = Sentinel - 1 x 2 1/2" Mullion, Length = 46.75, Mull Clip = No Clips Aluminum Finish = Bronze ESP tivated by: Sim Edgcomb Pages: 1 of 14 Pd n@ bate: 3/12/2014 12:48:04 PM Line I Qty I Product size Location Doi;gn -Pres--ire 'Uxi` ' t Pri<2! Total Price 30CI-1 2 Series 1101 Single H�tng 39,25" X 47.75° ,Der► 1'.7&"/'- • • • • $ 5 .4 • X10.92 39 1/4" x 47 3./4" Glass Make -Up 5/16" Lami (Ann/Ann) Glass Color - Clear, Textured Glass = None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Lacks? = No, Number of Locks = 2 U -Factor= 1.04., SHOO = 0.59, VT = 0.66, CR - 15 France Type = Flange Frame, Glazing Bead = Square Bead Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, 3W2H Line j Qty C Product j Size Room Location I Design Pressure J Unit Price Tot, ee 400-1 1 Series 110 Single Hung 38.76' X 47.75' Den +75/-75 $455.37 $455.37 38 3/4" x 47 3/4" Glass Make -Up - 5/16" Lami (Ann/Ann) Glass Color = Clear, Textured Glass = None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Locks? = No, Number of Lucks = U -Factor = 1.04, SHGC = 0.59, VT = 0.66, CR = 15 Frame Type = Flange Frame, Glazing Bead = Square Bead Double Applied, Colonial, Star Width - I", Profile Makeup (Exterior 3W2H Interior) = Semi -Contoured / Low Profile, line 04,;( Qty as>( Product=,+su%+ wF.:x?s1+µ Size: . Room Location Design Pressure 4 1 Unit Prig.. (.iota) Price 11Mullions Mullions Den NOA $30.411 .41 Fab Type = Type l Mull Type = Sentinel - 1 x 2 1/2' Mullion, Length = 46.75, Mull Clip - No Clips Aluminum Finish - Bronze ESP Quoted by: Steve Edgcomb Pages: 2 of 14 Print Date: 3112f2014 12:49:04 PM Series 110 Single Hung 3925'X 59.25" Den +7ST-7p : -,,.=1746; . ....... .... 39 1/4" x 59 114" Glass Make -Up +- 5/16" Lami (Ann/Ann) • �, : • • • • •: Glass Color= Clear, Textured Glass = None • • • • • • • • Aluminum Finish a. Bronze ESP : : Screen Option = With Screen • • • • • Hardware. Finish = Bronze, Sweep Locks? = No, Number of Locks 2 U -Factor m 1..04, SHGC =`0.59. VT = 0.66, CR - 15 Frame Type = Flange Frame, Glazing Read m Square Head • • • • • • Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, • � • � • • � • • 3W2H � • • • � • • Line ( Qty I Product j Size Roona Location I Design Pressure I i;nit Price I Total Price 7WI 2 Mullions Mullions Den See NOA $36.83 $731 Fab Type = Type 1 Mull Type = Sentinel - 1 x 2 1/2" Mullion, Length = 58.25, Mull Clip = No Clips Aluminum Finish = Bronze ESP Line j 'Qty I Product ( Size Room Location ,I -Design Pressure j Unit Price Total Price 800-1 Series I 10 Single Hung 39"X 47,75" Den +75/-75 $455.41 $455.41 39"x 47 3/4" Glass Make -Up = 5/16" Lami (Ann/Ann) Glass Color = Clear, Textured Glass = None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Locks? = No, Number of Lacks = 2 U -Factor = 1.04; SHGC = 0.59, VT = 0.66, CR = 15 Frame Type = Flange Frame, Glazing Bead = Square Bead Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, 3W2H Quoted by: Steve Edgcomb Print Date: 3/1212014 12:491)4 PAA Pagew 3 of 14 Line I Qty 1 Product 900-9 1 Series 110 Sin 1e hung 38,75"iC59.25" Living +!S#.741�•i$31-l". - $511.36 • • ••• • • • • ••• 38 3/4" x 59 1/4" Glass MakewUp - 5/ 1'6' Lami (Arils/Ann) Glass Color - Clear, Textured Glass -None. Aluminum Finish • Bronze ESP Screen Option With Screen Hardware Finish - Bronze, Sweep Locks? - No, Number of Locks = 2 U -Factor - 1.04, SHGC m 0.59, VT = 0.66, CR = 15 Frame Type = Flange Frame, Glazing Bead = Square Head Double Applied, Colonial, ;Bar Width = 11, Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile; 3W2H • • • T'ilke' I Qty Product si". Rookii Location I Design Prestare 1 Unit Price. Total Price 1000-1 1 Series 110 Single Hung 19.5"X 3625° Bath - Downsta*75/46 $250.40 $250.40 19 1/2"x 36 1/4" Glass Make -Up = 5/16" Lanni (Ann/Ann) Glass Color = Clear, Textured GIass = Mist Aluminum Finish = Bronze ESP Screen Option - With Screen Hardware Finish - Bronze, Sweep Locks? = No, Number of Locks = 2 U -Factor = -1, SHGC = -1, VT = -1, CR = -] Frame Type = Flange Frame, Glazing Bead = Square Bead PIN t Quoted by: Stelae Edgcomb Pages: 4 of 14 Paint 0,pW. 3/12/2014 12:49:04 PM 1100-1 2 Series 110 Single Hang 38.75" X 36.25" Guest BR +7W*7S ap - : - 9T45*; -: - • • • • • • ••• 3E1 3/4' x 36 1/4" ••• Glass Make -Up.= 5116' Lami: (Ann/Ann) Glass Color - Clear,Textured Glass ='None • • Aluminum. Finish = Bronze ESP Screen Option = With Screen • • Hardware Finish - Bronze, Sweep Locks? = No, Number of Locks - 2 • U -Factor - 1.04, SHGC = 0.59, VT = 0.66, CR - 15 Frame Type ®Flange Frame, Glazing Bead - Square Bead Double Applied, Colonial, Bar Width = V, profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, • • 3WlH • Qty size 11 Design Pressure I 'Unit Price I TotlaTpricc Lim 1200-1 1 Series 110 Single Hung 36.75" X50.25" Sewing +75/-75 $429.04 $429.04 36 3/4"x 501 /4" Glass Make -Up = 5/16" Lami (Ann/Ann) Glass Color = Clear, Textured Glass - None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Locks? = No, Number of Locks - 2 U -Factor = 1.04, SHGC = 0.59, VT = 0.66, CR = 15 Frame Type =Flange Frame, :Glazing Bead - Square Bead Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) - Semi -Contoured / Low Profile, 3W2H Quoted by: Steve Edgeomb Pages. 5 of 14 Print Onto: 311212014 12:49:04 PM X 82" 35 1/2" x 82" Interlayer Type = PVB, Glass Make -Up =7/16" Lami (Ann/Ann( Glass Color - Clear, Textured Glass = None Aluminum Finish - White ESP Hardware Type • Residential, apt Lock? Yes, Prep for lavers - Yes, Include Levers? (Shipped Loose) ='Yens, Hardware Finish • Tuscan Bronze, Hinge Finish = White Ll -Factor 3.03, SHGC - 0,43, VT = 0.47, CR - 1+6. Door Swing = Outswing, Glazing Bead = Square Bead, Handing = Left Hand, Sill Type = Square Sill Cover Double Applied, Colonial, Har Width = 1", Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, 2WSH BSIrBQ: j.121 O $1,4 : :0 0 ' : • • ••• • • • • ••• •• • •• •• Qty . Rooni Location I Design Pressure I Unit Price I Total Price 1400-1 1 Series 160 Single Door 35.125" X 80" Breakfast +80/-80 $1,190.48 $1,190.48 351/8"x. 80" A Interlayer Type = PV8, Glass Make -Up = 7/16" " Latni (Ann /Anal Glass Color = Clear, Textured Glass = None Aluminum Finish = White ESP Hardware Type = Residential, apt Lock? = Yes, Prep for Levers - Yes, Include Levers? (Shipped Loose) = Yes, �f Hardware Finish = Tuscan Bronze, Hinge Finish - White U -Factor = 1.03, SHGC = 0.43, VT = 0.47, CR = 16 Door Swing = Outswing, Glazing Bead = Square head, Handing = Left Hand, Sill Type = Square Sill Cover ti t Quoted by: Stere Ed9comb Pages: 6 of 14 Print Date: 3!12/2014 12:49:04 PM IMIN Line I Qty 1 'Product Size Room 1500-1 1 Series 120 2 Panel Horiaontai Roller 44" X50.5" vteaiast : 0f._% $503.S3 44" x 50 1/2" Glass Make -Ug m 5116" Lami (Anti:/Ann,) • • • i Glass Color! Clear, Textured Glass = None • • • Aluminum Finish = Bronze ESP • • Screen Option - With Screen ' Hardware finish = Brogze, Sweep Locks? = No U -Factor = 1.03, SHGC = 0.571, VT = 0.64, Cit = 16 Frame Type = Flange Frame, Glazing Bead = Square Bead, Handing = OX '• • • • • Line I Qty I Product I Size I Room Location I Design Presstire I Unit Price I TOO,] Price 1600-1 1 Series 120 3 Panel Horizontal Roller 106.375" X 50.5" Breakfast t6S/-65 $1,026.71 $1,026.91 106 3/8"x 50 1/2" Glass Make -Up = 5/16" Lami (.Ann/Anne Glass Color = Clear, Textured Glass = None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Locks? = No U -Factor = 1.03, SHGC = 0.57, VT = 0.64, CR = 16 Frame Type = Flange Frame, Glazing Bead = Square Bead, Handing = XOX t Quot•d by: Steve Edgoomb Pages: 7 of 14 Piet rist•: 3112!2014 12:49:04 PM • • • •C3• • • o r • Line I Qty I Product I Size I Room Location I Design Presstire I Unit Price I TOO,] Price 1600-1 1 Series 120 3 Panel Horizontal Roller 106.375" X 50.5" Breakfast t6S/-65 $1,026.71 $1,026.91 106 3/8"x 50 1/2" Glass Make -Up = 5/16" Lami (.Ann/Anne Glass Color = Clear, Textured Glass = None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Locks? = No U -Factor = 1.03, SHGC = 0.57, VT = 0.64, CR = 16 Frame Type = Flange Frame, Glazing Bead = Square Bead, Handing = XOX t Quot•d by: Steve Edgoomb Pages: 7 of 14 Piet rist•: 3112!2014 12:49:04 PM si 1700-1 1 Series 120 3 Panel Horizontal Roller 82.76"X.50.6" Breakfast :JV71.615 : : $879.65 • • ••• • • • • ••• 82 3/4" x 50 1/2" Glass Make -Up = 5/16" Lanai (Ann/Ann) • Glass Color Clear, Textured Glass = Mone Aluminum Finish = Bronze FSP • • Screen Option - With Screen • Hardware Finish ='Bronze, Sweep Locks? = No U -Factor 1.03, SHGC a 0.57, VT - 0.64, CR = 16 Frame Type = Flange Frame, Glazing Bead - Square Bead, Handing - XOX • • Design 1800-1 1 Series 110 Single Hung 48" X 45.5' kitchen +75/-75 $555.26 $555.26 48" x 45 1/2" Glass Make -Up - 5/16" Lami (Ann/Ann) Glass Color = Clear, Textured Glass = None Aluminum Finish = Bronze ESP - Screen Caption = With Screen Hardware Finish = Bronze, Sweep Locks? = No, Number of Locks = 2 U -Factor = 1.04, SHGC = 0.59, VT , 0.66, CR = 15 France Type = Flange Frame, Glazing Bead = Square Bead Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, 4W2H Quoted by: Steve Edgcomb Pages: 8 of 14 PrMt Date: 311 712014 1249M4 PIN Series 110 Single Hung 38.75" X 47.75" Master 38 3/4" x 47-3/4' Glass Make -Up = S/16" Lami (Ann/Ann) Glass Color = Clear, Textured Glass = None Aluminum Finish m Bronze ESP Screen Option = With Screen Hardware Finish Bronze, Sweep Locks? No, Number- of Locks = 2 U -Factor = 1.04, SHGC - 0.59, VT - 0.66, CR = 15 Frame Type = Flange Frame, Glazing Bead = Square Bead Double Applied, Colonial, Bar Width - 1", Profile Makeup (Exterior / Interior) - Semi -Contoured / Low Profile, 3W2H NINE ;, j 9: ; $495.37 • • • • ••• • • • • ••• Line I Qty j Product. ?Size Room Location I Design Pressi�.re I Unif Price I Total Pric 2000-1 1 Series 110 Single Hung 38.76" X 36.25" Master Closet +75/-75 $355.44 $355.44 38 3/4" x 36 1/4" Glass Make -Up = 5/16" Lam'► (Ann/Alin) Glass Color = Clear, Textured Glass = None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Locks? = No, Number of Locks = 2 U -Factor = 1.04, SHGC = 0.59, VT = 0.66, CR = 15 Frame Type = Flange Frame, Glazing Bead =Square Bead Double Applied, Colonial, Bar Width = 1% Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, 3W1H Quoted by: Steve Edgcomb Pdhit W. 3!12!2014 12:48:04 PM CA Pages: 9 of 14 Hung 19 1/2" x 37" Glass MOW—Up - 5/ 16" Lami (Ann/Ann) Glass Color • Clear, Textured Glass = None Aluminum Finish - Bronze ESP Screen Option A With Screen Hardware Finish = Bronze, Sweep Locks? $ No, Number of Locks = 2 i1 -Factor = 1.04, $HGC - 0.59, VT = 0.66, CR - 15 Frame Type = Flange Frame, Glazing Bead = Square. Bead X 37° Master Bath +7/45 i OA3.V.83 • • $2 • • ••• • • • • ••• Line I Qty I Product Size Room Location I Design Pressure I Unit Price Total Price 2200-1 3 Series 1.10'Single Hung 38.75" X 47.75" Back BR +78/-75 $455.37 $1,366.11 38 3/4" x 47 3/4" Glass Make -Up - 5/ 16" Lami (Ann/Ann) Glass Color - Clear, Textured Glass = None Aluminum Finish - Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Locks? = No, Number of Locks - 2 U -Factor = 1.04, SHGC = 0.59, VT = 0.66, CR = 15 Frame Type = Flange Frame, Glazing Bead - Square Bead Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) - Semi -Contoured / Low Profile, 3W2H "ted by: Stevo Ed®oomb Pages: 10 of 14 Prkd oats: 3/12/2014 12:49:04 PM Series 110 19 1./2" x361/4" Glass Make -Up 9/ 16" Lami (Ann/Ann) Glass Color - Clear, Textured Glass = None Aluminum Finish - Bronze ESP Screen Option - With Screen Hardware Finish - Bronze, Sweep Locks? - No., Number of Locks = 2 U -Factor m 1.04, SHGC - 0,69, VT - 0.66, CR - 15 Frame Type = Flange Frarne, Glazing Bead = Square Bead X 36.25" Little Bath +7$747% : • 2f.1113 • • • • • • w w • • ••• • • • • ••• • • w•• • • •• Line Q ty I Product S i ze Room Locadozi I Dvsigii Pressure I Utiit Price Total Price 2400-1 1 Series 110 Single Hung 38.75"X 47.75" Front BR +76/-75 $455.37 $455.37 38 3/4"x 47 3/4" Glass Make -Up - 5116" Larni (Ann/Ann) Glass Color - Clear, Textured Glass = None Aluminum Finish = Bronze ESP Screen Option = With Screen Hardware Finish = Bronze, Sweep Lacks? = No, Number of Locks = 2 U -Factor = 1,04, SHGC = 0.59, VT 0.66, CR = 15 Frame Type = Flange Frame, Glazing Bead - Square Bead Double Applied, Colonial, liar Width = 1", Profile Makeup (Exterior / Interior) = Semi -Contoured / Low Profile, 3W2H Quoted by: Steve Edgcomb Pi1ntPsto: 3112!2014 12:49:04 PM Pages: 11 of 14 S 2500-1 2 Series 110 Single Hung 38.76"X 3625" Front 38 3/4"x 36 1/4" Glass Make -Up - 5/16" Lami (Ann/Acnn) Glass Color. = Clear, Textured Glass -None Aluminum Finish = Bronze ESP Screen Option - With Screen Hardware Finish = Bronze, Sweep Locks? - No, Number of Locks - 2 U -Factor = 1.04, SHGC 0.59, VT = 0.66, CR = 15 Frame Type =Flange Frame, (Hazing Bead - Square Bead Double Applied, Colonial, Bar Width = V, Profile Makeup (Exterior] Interior) - Semi -Contoured / Low ProW 3W1H Line J (zty I Produci Size Room Location. I Design Pressure I Unit Price t Total Price .!! •! Pair of •• • 04 S2,527.04 64" x 85" Interlayer Type - PVB, Glass Make -Up = 7/16" Lami (Ann/Ann) Glass Color - Clear, Textured Glass ®Alone Aluminum Finish = White ESP Hardware Type = Residential, 3pt Lock? = Yes, Prep for Levers = Yes, Include Levers? (Shipped Loose) = Yes, Hardware Finish = Tuscan Bronze, Hinge Finish = White U -Factor = 1.03, SHGC - 0.43, VT - 0.47, CR = 16 Door Swing= Outswing, Glazing Bead =Square Bead, Handing = Right Hand, Sill Type = Square Sill Cover Double Applied, Colonial, Bar Width - 1", Profile Makeup (Exterior / Interior( = Semi -Contoured / Low Profile, 2W5H (2upted by: Steve Edgeomb Pages: 12 of 14 Print Date: 3112/2014 12:48:04 PM IN ,i l IN (2upted by: Steve Edgeomb Pages: 12 of 14 Print Date: 3112/2014 12:48:04 PM 2r X 27" x 85" lnterlayer Type = PVB, Glass Make -Up - 7/16" Lami (Ann/Ann) Glass Color = Clear, Textured Glass - Norse Aluminum Finish - White. ESP Door Swing = Outswing, Glazing tread Square Bead, Handing = Left Side Self Mating, Sill Type Square Sill Cover U -Factor = 1.03, 9HGC = 0.52, VT = 0.59, CR = 16 Double Applied, Colonial, Bar Width - 1% ProfileMakeup (Exterior / Interior) = Semi -Contoured / Low Profile, 2W5H Line Qty I Product Size 1: Room Locat.� Design Pressurc, I Unit Price Total Price 2800-1 1 Series 160 Self -Mating Sidelite 27" X V Laving +80/-80 $808.96 $808;96 27" x 85" Interlayer Type = PVB, Glass Make -Up = 7/16" Lanni (Ann/Ann) Glass Color = Clear, Textured Glass = None Aluminum Finish - White ESP Door Swing = Outswing, Glazing Bead = Square Bead, Banding = Right Side Self Mating, Sill Type = Square Sill Cover U -Factor = 1.03, SHOC = 0.52, VT = 0.59, C12 = 16 Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) = Sensi-Contoured / Low Profile, 2WSH ' Quoted by: Steve Fdgcomb Prkd Date: 3117J2014 12:49:04 PM i 'REml pages: 13 of 14 • • ••• • • • • ••• • • • • • •gip •• • Y. ♦ Line Qty I Product Size 1: Room Locat.� Design Pressurc, I Unit Price Total Price 2800-1 1 Series 160 Self -Mating Sidelite 27" X V Laving +80/-80 $808.96 $808;96 27" x 85" Interlayer Type = PVB, Glass Make -Up = 7/16" Lanni (Ann/Ann) Glass Color = Clear, Textured Glass = None Aluminum Finish - White ESP Door Swing = Outswing, Glazing Bead = Square Bead, Banding = Right Side Self Mating, Sill Type = Square Sill Cover U -Factor = 1.03, SHOC = 0.52, VT = 0.59, C12 = 16 Double Applied, Colonial, Bar Width = 1", Profile Makeup (Exterior / Interior) = Sensi-Contoured / Low Profile, 2WSH ' Quoted by: Steve Fdgcomb Prkd Date: 3117J2014 12:49:04 PM i 'REml pages: 13 of 14 • . ••• . • • ••• 2t 1 I Series 160 Pair of Door 72* x w Dining +80140 $2,207.82 $2,207.52 72" R ,80» • • • • • • ••• w • • • • • •• • • • • • • www Disctafton IntesVa7w xyjm, P'VH. %Slaw p = T/ iG Laud {Ann/Ante) Olass Color- Clear, Textured Glass -]!Ione Aluminum ftish = White ESP Hardware Type - Residential, 3ptLoais7 ® Yes, Prep for Levers = Yes, include Levers? ($hipped Loose) =Vies, • • • ± Hardware Fla = Tuscan Bronze, ,Hinge Finish = White • • u-Paactor - 1.03, S14GC ® 0.43., VT = 0,47, CR = 16 • • Dom swing = Outswingi Glazing Bead -;Square Head, Handing = Right gland, Sill Type - Square Sill Cow • • • i Double Applied, Colonial, Bar Wtdth - 11,,Proi'ale Makeup (Exterior / Interior) -seri-Contoured ;/ Low profa' e, 2WSH lt�c►^�rcr� CUSTOMER PRICE 324,136.65 30.00 x:00 ;0,00 324.136.65 = Wucftd by: Steve Eftomb Pages 14 of 14 PNM Onto: 3/1212014 42:4$'04 PM PropertXSearch I Miami -Dade County 3/26/1412:54 PM Aelk 21-6 i (https://www.facebook.com/MiamiDadePA) (https://tWfter.coMMiamiDadePA) Address Owner Name Folio SEARCH. 1235 NE 96th St. Suite 4 PROPERTY INFORMATION Folio: 11-3206-014-3790 Sub -Division: MIAMI SHORES SIS; 2 Property Address 1235 NE 96 ST Miami Shores , FL 33138-2553 Owner ROBERT F WLLIAMSON JR &W JULIE Mailing Address 1235 NE 96 ST MAM , FL 33138-2553 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESCENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths I Half 4/3/0 Floors 2 Living Units 1 Actual Area Living Area Adjusted Area 2,741 Sq.Ft Lot Size 20,250 Sq.Ft Year Built 1937 Featured Online Tools Additional Online Tools Comparable Sales (http:llwww.nian-idade.gov/pa/online—tools.asp) hW/www.miamidade.gov/propertyseardV*/ Ewironnental Considerations (http://gisw eb.rriaffWade.gov/environrnentalconsiderations/defaul searchtype=address¶rrwalue=1235 NE 96 ST) Page 1 of 4 I. Pmpergc$earsh I Miami -Dade Crony 3/26/1412:54 PAA tiln ftp uty Record Cards Report Homestead Fraud (hNpJ/www.miaurweuaguv/pau9ossmyAsp) (httpJhuwwA&ni ade.gov/PaPorWMe.9ovffiaporCaBHomesteadFraud/tbn®_stm i'- Tax Conp uisoon 2 Tax B ndw qPTWNDflw (FatJAwww.niwidadegov/PAPbrtaU axes/Tax esjedidadagov/PAFbrbffaxosrraz •gov/peporWg&inpdf/Alw eTrhnaspx? fo6D•l1 143M) Foch=1132080143790) Qv View Taxes (idtps:/Mrww.rdwridade.cc unty. tmces.00fdpu 0drea estetelpa =WI132piD143790) ASSESSMENT INFORMATION Year { LmW Value Building Value Extra Feature Value Market Value 2013 $258,282 $116,744 $16,232 $459,236 2012 2011 $243294 $231,710, $208.W4 $2,310 $20,451 $20,583 $472,039 $460,583 Assessed Value $2&5,561 $261,122 $253,517 • $50 00d • • TAXABLE VALUE INFORMATION $211,182.•:•• 2013 2012 2011 �COUNTY- • • $50 = $50000 Exemption Value $60.0w • Taxable Value $215,581 $211,122 $203,517 SCHOM BDARD p Exemption Value _ $25,000 - $25,000 $2g,OW Taxable Value $240,561 $236,122 $22$517 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $215,561 $211,122 Exemption Value $50,000 Taxable Value $215,561 BENEFITS INFORMATION Benefit Save Our Homes Cap (hltpfhsww.mlmnk mte.govlpalamendment 10.asp) Type 2013 ! 20V •2011 • • • • i • 6666•• Assessment $lf.3.gP 0$210,919 $207,080 ` i • • • • i Reduction • • • • • • :406 Homestead(httpolwww.mlmnidmte4pvlpale3emptions homestea asp) Exenptian $25,OD0 $25.0 • •$25.0w Second Homestead E xerwon $25,000 $25,000 $25,000 (http*www.mlamldade4ov/pate3mmptforus homestemi addklonal.asp) Noft Not al beneff4a are appkable to all Taxable Values (Le. County, School Board, may, . FULL LEGAL OESCRIPTION 5.6 53 42 M//wMn+r rrr�mtdede gdv/propeAyseartNp/ Page 2 d4 s•••••• 6 0"6666- • $50 00d • • • $211,182.•:•• :6666: $203,517; • • • � 6666• Type 2013 ! 20V •2011 • • • • i • 6666•• Assessment $lf.3.gP 0$210,919 $207,080 ` i • • • • i Reduction • • • • • • :406 Homestead(httpolwww.mlmnidmte4pvlpale3emptions homestea asp) Exenptian $25,OD0 $25.0 • •$25.0w Second Homestead E xerwon $25,000 $25,000 $25,000 (http*www.mlamldade4ov/pate3mmptforus homestemi addklonal.asp) Noft Not al beneff4a are appkable to all Taxable Values (Le. County, School Board, may, . FULL LEGAL OESCRIPTION 5.6 53 42 M//wMn+r rrr�mtdede gdv/propeAyseartNp/ Page 2 d4 Property Search l Amami -Qat Comry MlkM SHWIES SEC 3 PB 10-37 V Lars 9 & 10 iqxa3 LOT SIZE idFM3LAAR 429749-1620 SALES INFORMATION Previous Prise Sate OR Book -Page 07/01/1977 $127,600 09749-1620 (htipJhaww2.mlamkWdeoWkcoff Rabic-Racords/Search mpx? search=3&Reo 8 749&Fbq Pbge=lGM) 07!01/1971 $73,000 00000 -MM (httpJlwww2.ffbrd- adeciarkcarftbOo-Pacmds/Seaarch.espx? soomh=3&Pac Book &Rec—Page) For more information about the D pwbnwd of Revenue's Sales Qualification Codes (http:Ndarj yflorkhLcorWdodproperty/rpJdatefoffnaWpdf/sabquak)desl2.pdf). 2013 2012 2011 LAND INFORMATIONy Qmaa M=fbn Description 2M and prior year sales; C&W by exam of dead w 2M and pray year ; OW by exam of rel Land Use Muni Zone PA Zone Unit Type units GENIMAL W25. W26 1400 Front R. 75.00 Ci8N6?AL 125, W26 1400 Front R. 75.00 BUILDING INFORMATION BuWhV Number Sub Area 1 1 1 2 EXTRA FEATURES Description Patio - Terrazzo, Fable. Wood Pool V res AVG 3-8' dpth, plain feat 250-849 of grain -link Fence 4.5 ft high Chah4nk Fence 4-5 ft high Wail - CBS unreinforCed Cate Value $128,131 $128,131 Year Built Actual Sq.R. Living Sq.FL Adj Sq.R. Cate Value 1937 1997 388/1412:54 PM The Office of ft Pop" Ammer is carUnu* eNg and updating the tax rot. This w ebsRs may not reflect ft most current lnfwmftn an record. The RopwV Appraiser and Mani -Dads Marty asswv ws no Habllity, see full disclaher and User Agreement at tdfpJMrww.miwTjdad e.qov/W01dbclwfmwr.%p (fdftprJ/www.nwddade.gov/WWbcfakmr.asp) For inquiries and suggestions email us at httpd/www rt .gcv1pa1 m wASP/for t46w.asp (http:fhvwwAbffkWe.gov/po/ormWASP/lafft4owAsp). htW/w"An1amk1ad94WP•PerEpwrcW Page 3 of4 Z709 $183,670 32 $3,074 �•ss.a._ _.-- • Year Bulk s • •. Cate Value 2 i •. • • • 1873 �••••3�i0••••$1,575 < ••s•• 1972 •••••• • •1 • •• `' ••••• • •114,050; .••••• 1972 • • • • gas • $923 i • 1937 � J0 • • • •••••• 1937 ••••5�0 .496 �•l;t,188 • • The Office of ft Pop" Ammer is carUnu* eNg and updating the tax rot. This w ebsRs may not reflect ft most current lnfwmftn an record. The RopwV Appraiser and Mani -Dads Marty asswv ws no Habllity, see full disclaher and User Agreement at tdfpJMrww.miwTjdad e.qov/W01dbclwfmwr.%p (fdftprJ/www.nwddade.gov/WWbcfakmr.asp) For inquiries and suggestions email us at httpd/www rt .gcv1pa1 m wASP/for t46w.asp (http:fhvwwAbffkWe.gov/po/ormWASP/lafft4owAsp). htW/w"An1amk1ad94WP•PerEpwrcW Page 3 of4 a PtW"St3wrch I Miami-DadeCamty w EXENPTIONS6BENE�ITS REAL ESTATE TANGIBLE PERMAL PIB)MY 3/26/1412:54 PM Deployed Military 40 Yr Building Appealing your/bsessment (httpftm.miamidade~exsmptions_rfit MDpWl*tion (http:l www.miamidade.goWpa/appealing_assessmertt (hitpJ/www.m iam idade.goidpa/prooperty_recartilicaitionza p) DisabtittyExemptions Assessmentk*ffnation Search (http:lt*-mmiamidade.gomddpa/exemplons_ Assessment (haprJhrww.miamidede.godpa/business_lookupasp#/ (httpJhaww.miamidade.gov/paheppealing_assesament asp) Homestead Exemptions (htip:/Avww.miamidadeao*Wexsmptions_i®e 61v"11 (htip:/Avww miamidade goWWexemptions_tongible.as (http:/h wwv.miamidade.go%4pa/nows_drywall.asp) Institutional EAsnsion Requests (httpJlnrw.miamidadeao%4pe/a)®mptions_i6sftft abnp) (htIpJhNww.miamidade godpa/pmperty_tangibie_eAen (http:/hevww.miamidadeaov/palproperty_tolio_numbom asp) SeniorCitiaens Filing Returns 101:11,41 i Itis ONUNETOOLS TAX ROLL ANINISMEON Address Blocidng PropertySearch Appealing your Assessment (httplheww.miamidade.goWpa/public mord _cbl ddda¢t.godpa/properiy_sea*ftdOtww.miamidadegowwappealing_assessmem Change of Mame Propertysales Reports (httpJhaww.miamidede.gowdpa/public record _ _ itelsa BO.goWpalprosale ►r.miamidade.gowdpa/reportsasp) Change of Address Tax Estimator Oft:/ANww.fniamldade.govwu.miamidade.govd e/addmss_dua r.miamidadeaovdpalac esdmatnrRa*atimabar.asp) Change of Ownership& Title TaxComparison (htlpJAawuw.miamidade-goWpa/public rswrd ade.godpa/la)LestimatorRaxComparisonSlart.asp) Dedaretion of Condominium Homestead Exemption and Portability Mlore a ( / ami mldad .gos t) a r}�iarinidad .go Por�rlu tip 1,91a��t daQnli�w �Atenuaspx) (httpJ .M(12 da ovApa/pubt�c re s fi amide go��nPPa/onSne_ WsPI? )) �o�e NN •••••• administralon.asp ' •••••• •••• •••••• Home _ :/hnlam aMW P-rhoMiSkbmend (hhIRA wv.miamidadeaoAntiR_ iM and aggm ficasoi Madalmer ff t :( wvw.miamidade.ao,Anfo/disdaimeraso) so:**: About Ups (hftdk anrr id mIamade.00WInWabout miami-dade.asol •• •• • •• ADA Notice (htioJhawwa m i� dm�ade govInfo/ada noticsasb) Contact Us O t lAwww miamidede.smmuatodoontectaso) • ®2014 Miami -Dade Jun;Aiirights iesepeel. so 0 • • • Soso 00s• ••ease • • • 0.00.0 •.•••• • hUW/www.miamWade gar/p Wdys-W#/ Page 4 of 4