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WS-09-1981 x r Miami Shores Village 10050 N.E. 2nd Avenue l Miami Shores, FL 3313 8-0000 r� Phone: (305)795 -2204„ ,... Expiration: 2 191 3 f Project Address Parcel Number Applicant 150 100 Terrace 1131010230290 Miami Shores, FL 33138- Block: Lot LAURLE ALLEN Owner Information Address Phone Cell LAURLE ALLEN 150 100 Terrace MIAMI SHORES FL 33150 -1210 Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 SUNSHINE GLASS AND GLAZING CO (305)446 -2579 (305)807 - 8573 Total Sq Feet: 0 Type of Work: WINDOW & DOOR For Inspections please call: No of Openings: 2 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.20 WS -12 -09 -36534 $ 129.20 $ 50.00 Education Surcharge $0.40 MW Permit Fee $120.00 WS - 09 - 36534 $ 129.20 $ 129.20 $ 0.00 Scanning Fee $6.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $1.60 Total: $129.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL., PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 04, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy December 04, 2009 1 Miami Shores 'Village Building Department 1 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138,,,, Tel: (305)795.2204 Fax: (305) 756.8972 BY INSPECTION'S PHONE NUMBER: (305) 762.4949 I BUILDING Permit No. S PERMIT APPLICATION Master .Permit No. FBC 20 Permit Type: BUILDING ROOFING _ Naiie (Fee Simple Titleholder) �- �� A&T/ 1- Phone # S ��' S 6wner's A4ess 600 15&JNQ &4 A 2 706 City � �C { 'wTV 91 } State FL- zip 33 f r o Tenant/Lesse' Name Phone # Email Job Address!!(where the work is being done) 60 AI (AJ /00 lG ° V406 d City J L Miami Shores Villaee County Miami -Dade Zip 3 3 t `� FOLIO / P CEL # it ,31 ! O Z 3 0 Z Q 0 Is Building Historically Designated YES NO X Flood Zone Contractor Company Name tO06AA fle 6i It .sJ T' 6 Ccntr:.ctor's ddress c tA Q 1 City LaM' State Zip 3 -3 lYr Qualifier Na e rhi n� ��j Phone #. State Certifigte or Registration No. SCC < 3 ®�!S Certificate of Competency No. Contact Phou'c E -mail arnt Jec* ?-I dm 9S Architect/Engineer's Name (if applicable) Phone # Value of Wof For this Permit $ 1 Square /Linear Footage Of Work: Type of Work: QAdditio 1 1 1 ❑Alteratio New > R pair/Re El D molition Describe Wo, k: r ❑ F1 i i! G° Submittal Fele $ Permit Fee $ �� CCF $ C OLcc -%— Notary $ — Training/Education Fee $ - Technology Fee $ • (p� Scanning $ ( Radon $ DPBR $ Bond $ Doable Fee $ Violation date: Structural R ' Oview. $ Total Fee Now Due $ i l� See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City - State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws' regalating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERRS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will,be delivered to''the person whose property is subject to attachment. Also; a certified copy of the recorded notice of commencement must be posted at the job site - -, -- for the first i ection which. occurs_sp"uen, : {7} days_ af thn budding pera dt is- issued -Tn - !h-e -- absence of, .Nh -paslw '.notice oh; -- -- inspection wii not b' approved and a reinspection fee will be charged.. Signature Signature , ' or_Age�; i �Oonfractor -_ , The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20(},�,, by Le mwGo( -iay of -2o , 20 ?-, by who is personally known to me or who has produced -1 who is personally known to me or "who has produced W As identification and who did take an oath. as;identification and who did takes an oath. NOTARY - - q IGi 2(,,a Co J0+ =11 !f e ya»sorie " Sign: TI - Sign: ° ,��►goFM� Print: ®ZQZ �9Z :Sqd na ®0�ueao�, asp° Prin : ®�Gtn My Commission ExpireCUT(I U1119S ' My Commission Expires: Y 20 o tttlfVOU d0 ,UV1S`Dr19nd XGLON APPROVED BY �.��' • Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) STATE OF FLORIDA R.., r DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (854) 487 -1395 1940 NORTH MONROE STREET •`�'�` TALLAHASSEE FL 32399 70783 LEON AMINADAB SUNMINE GLASS & GLAZING CO 2S.W. 21ST TERR. MIA FL 33145 FLVR t Congratulations! With this license you become one of the nearly one million Roriidians licensed b the of Business and Professional Regulation. ' B#3 Y department " PRORSt1NAL' RlSt3LA�TON Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurarris, and they keep Florida's economy strong. ..ft:C13 �I��fl��QB ARO03�097' :, Every day we work to improve the way we do business in order to serve you For information about our services, please log onto www.mrnflarldaticense.coaL FIB'D SgCjUT� BRA£ R There you can find more information abort our divisions and the regulations that LEE}N,.: AB3INi�t B � impact you, subscribe to department newsletters and learn more about the SItJNSS S & ��Q GO Department's initiatives.. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and c ongra#ubations on your new license! .� tea: ;fit �a�fl i•,aDBttBO9t1 #`�6 DETACH HERE r ;_ � Ltt8fft3ti9Ot►�46 e • - ;LICEISN { T$e GLASS AND1'NGO>+iT�� - IIaadtr cva��c�a� t_ F : k f 1 ; : x $�' yyr 3 t �co _ ®�' I_ [ARILITV INS URANCE 3mm L F� T1�t, GAT� m tmaLMM AS A MATTERS ATE PRODUCER Flalida BWdW8 Insufwae ONLY AND CONFEIRS NO 81101 S THE SATE 7278 SW 8 Stied HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR FL 33144 ALTER THE CpyE�tAQE AFF� BY THE >iEB� Phone (305)256-6493 larni. L 331 Fax {3tf5)252-�675 INSURERS AFFORDING COVERAGE INStlRERA, NAUTILUS INSURANCE CO. INSURED SUNSHINE GLASS AND GLAZING CO. B: 2945 SW 21 Terr ffi1SURER C: MIAMI, FL 33145 Or INSURER I- COVERAGES INSURER P. THE POLICIES OF INSURANCE LISTED HAVE BEEN MSUED TO THE INSURED NAMED ABOVE FOR THE POLLCY PERft1D INDICATED. NOTWITBE ISSUED OR ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTiFICA - l Y MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICES DESCRISED HEREIN IS SUBJECT TO ALL THE TB IM EXCLLISIONS AND CONDITIONS OF SUCH POLICM AGGREGATE L TS S OWN @1AY HAVE BEEN REDUCED BY PAID CLANS. TYPE OF POLICY EFIsmia n LIMITS LTR aDO'►- n, POLICY mum e OATH EACH OCCURRENCE 1,Ow OOO.00 GENERAL LL46 W 1oo,000.00 ® Con&WOAL GENERAL. LUG my NC763169 03115m 03115/16 PRIES MED E W (Any Ong l)SIS l) 5.0m.00 ❑ ❑ CLAM MADE ® OCCUR PERSONAL & ADV 9UURY 1.000,000.00 A ❑ ❑ GIB AGGREGATE 1,000.000.00 ❑ PRODUCTS - COMPIOPAGG 1,000lo ?.00 GENL AGGREGATE LET APPLES PER ® POLICY ❑ PROJECT ❑ LOC SINGLE LIA!lii AUTOMOBILE LIABILITY (Em ❑ ANYAUTO ❑ ALL OWNED AUTOS BODIYINWRY ❑ ❑ SCHEDULEDAUTOS (Perim) F1 HIRED AUTOS IDLY INJURY Fl NON OWNED AUTOS i Fl PROPERTY DAMAGE Fl AUTO ONLY- EAACCIDENT GARAGE LIABILITY 11 ANY AUTO OTHERTHAN EAACC El E] AUTO ONLY: EACH OCCURRENCE EX LIABILITY AGGREGATE El El OCCUR ❑ CLAW MADE ❑ DEDUCTIBLE ❑ RETENTION $ WdRKERS COMPENSATION AND ❑ STATU ❑ EMPLOYERS' LIABILITY � iMI EL EACH ACCltLE1NT ANY PROPRIETOR I PARTNER i EXECUTIVE OFFICER I MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE If yes, describe tmder E.L. DBE - POLICY LIMIT SPECIAL PROVISIONS bObN OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS A rr / SPECIAL CERTIFICATE HOLDER CANCEUATKM SHOULD ANY OF THE ABOVE DES POLICIES BE CANCELLED SWORE THE EXPIRATION DATEIHIOF, THE SIG RMEtER VOLL ENDEAVOR TO MAIL. 30 DAYSIIIMI7 rm NOTIMTOTHE CERTLFICATE HOLDER NANW TO THE [ff , BLTC FAILURE TO DO SO SHALL EMMM NO QBLtGAFM OR LfABII r Y OF /GAY MW Upon THE INSURIK ITS ASWM Oft AiIV 4. AUT14ORXEM REI RESMATIVE ACORD 25 O CIF ®A ►CORD TIOAt 1 07 -30 -2009 ALEX SINK STATE OF FLORIDA CHIEF F1NANCIAI.OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA 1VORI(AW COLIUSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation lava. EFFECTIVE DATE: 09105/2009 EXPIRATION DATE: 09/05/2011 PERSON: LEON MARCOS FEIN: 208588929 BUSINESS NAME AND ADDRESS: SUNSHINE C=LASS &GLAZING CO 2945 SW 21 TERR MIAMI FL 33145 SCOPES OF BUSINESS OR TRADE: 1- GLAZING 2- GLASS /MIRROR INSTALLATION nipoRTAN'r: Pursuant to chapter 440 . 05(14), F.s., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may ant recover benefits or compensation coder ibis chapter. Pommot to Chapter 440.05(12), F.S., Certificates of election to be exempt.., apply only within the scope of the business or trade listed on the ounce of election to be exampt. Pursuant to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation It, at any time after the filing of the mice or the Issuance of the certificate, the person oaned an the notice or certificate no larger meets the requirements of this section far In co of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -08 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE �ARTM� OF FINANCIAL SERVICES IMPORTANT DIVISION OF WGRICERS' COMPENSATION F Pursuant to Chapter 440.05(14}, F.S., an officer of a corporation who C ONSTRUCTION �R INDUSTRY 0 ele exemption from this chapter by filing a certificate of election BE EXEMPT FROM FLORIDA WORD COMPENSATION LAW chaps this section may not recover benefits or compensation under this D der. EFFECTNE 09/05/2009 EXPIRATION DATE: 09/05/2011 Pursuant to Chapter 440.05(12), FS„ Certificates of election to be PERSON: MARCOS LEON H exempt- Haply only within the scope of the business or trade listed on FEIN: 208588929 R the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13 F.S., Notices of election to be exempt SMHM GLASS & GLAZING CO and certificates of election to be ex empt zsas sw 2i TERR mpt shall be subject to revocation 2 9 4 R. 21 TE if, at my time after the filing of the notice or the i ssuance of the certificate, the person named an the notice or certificate no longer meets the requirements of this section for issue= of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named an the certificate to meet the requirements of this I- GLAZING 2- GLASS /1111MOR INSTALLATION section. QUESTIONS? (850) 413 -1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. OW -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 � 0 - a 07 -30-2009 wig ALEX SINK STATE OF FLORIDA CHIEF F9MNCIALOFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EMIPT FROM FLORI WOMUM CONMSATION LAIN CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE 09/05/2009 EXPIRATION DATE: 09/0512011 PERSON: LEON AMINADAB FEIN: 208588929 BUSINESS NAME AND ADDRESS: SUNSHINE GLASS & GLAZING CO 2545 Sid 21 TERR MIAMI FL 33145 SCOPES OF BUSINESS OR TRADE: 1- GLAZING 2- GLASS /MIRROR INSTALLATION IMPORTANT: Porsoant to Chapter' 440 . 85041, F.S., as officer of a corporation who elects exemption from ibis chapter by filing a certificate of election antler this section may not recover benefits or compensation under this chapter. Porseent to Chapter 448.851121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed no the notice of election to be exempt. Pursuant to Chapter 448.051131, F.S., Notices of election to be exempt and certificates of election to be exempt 00 be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice or COM11C31e 00 IMM" meets the requirements of this section far issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? 18501 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEFARTMENT OF FINANCIAL 3MVICES DIVISION OF WORKERS COMPENSATION F Pursuant to Chapter 440.05041, F.&, an officer of a Y O CONSTRICTION INDUSTRY elects ex corpo of e who CERTIFICATE OF ELECTION TO BE E)MM" FROM FLORIDA L exemption from this chapter by fills a certificate ate of election 1AtORKERV COMPENSATION LAW under this section may not recover benefits or compensation under this D cuter. EFF=ECTIVE 09/05/2009 EXPIRATION DATE 09/05/2011 Pursuant to Chapter 440.05112), F.S., Certificates of election to be PERSON: AMINADAS LEON H exempt_. apply only within the scope at the business or trade Listed on FIJI* 208688929 R HM ce notice of election to be exempt BU SINE S S NSS G rass GLAZING CO cO NA R ME A ADDRESS: alb E Pursuant to Chatter 440.051131, F.&, Notices of election to be exempt 2945 "ntc certificates of election to be exempt shall be subject to revocation MIAM l. if, at any time after the fiting of the notice or the issuance of the tdWttF FL 3 33 31445 5 certificate the person named on the notice or Certificate no longer meets the requirements of this s ectio n for issuance of a certificate. The department shall revoke a SCOPE OF BLISWESS OR TRADE: person named on the certificate to cer tifi ca te o meet the requirements of this I- CAAZM 2- GtASS/MMOR INSTALLATION section. OUESTIONS7 {850) 413 -1609 CUT HERE Canty bottom portion on the job, keep upper portion for your records. e DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 ° Ai: Dui- - Wadding Cb& Cmvfia= Off= Fags I of I BuNd searelt Cantmetor Lkanse kdbnn"(.n w Number. SCC131 1 Conbactw SUNSHINE GLASS & GLAZING CO 2948 SW 21 'TERRACE f. Zip: MIAMI F_ 33 (305) 8074673 (305) 807 -3573 Fa = (345) 446-8573 Email: AMILEON828 HA'T MAIL.COM A: Caftadw Type t n: STATE Business Type De an: CORPORATION ca Y A Tempomry License: N i : hountaca ExI 0311512008 Exam or Bowd Approves Original License Issue Aate: 08129/2007 Workman CampensaWn 01/01/2001 Quaiiflar I Skit# L+eve1 Caftl= t AMI D.__ 08!31/2008 A ST (QUALIFIER DG 3L GLASS& AZING ST QUALIFIE i3L AL AWN G & SHUTR ST QUALIFIER B METAL DEC KG & SiDG ST QUAUFIE BL REEK ELI OLOSURES ST QUALIFIER L METAL (3UT TERIDVtIiHS . CGNMCTOR ""w ir'T E BMQ Aw _ vpw I KW.i PW I - l4(snu s E-MR your CMMMOS or VOSWMIO NCO E-maA your corwou, quesems and suacesum to w tfPPW T ft a was lW 6*W 0n: J* V. 2051 Web Site 0 2001 MwAt -Dade COUMV. AD tWft . htipx Hegvsys. metro -d .com: 160& /WWWSERV /ggvt/BNZA.W94l.DIA,`?C %4TR.- SCC13I... 8/30/'2007 U X�r i 0 , ,''yyii, x t y � w,• �, i^'rt��r'�'��'�/�'�w"�.�^�a'x M` �^$ }� i _ '' ME t a � �-� �� l � �`°'�"�+,.. �y�rl�� .y�q��w a. �M 3'Tr�,.�4v�'t D ,� 00 NOT FORWARD SUNSHINE GLASS & GLAZING CO ANINADA$ LEON PRES MIAMI R 45 SEE OTHER SI DE tie 2009 All Lu u Ln F � Q �m LU LU -j 0 LU 0 LU > LLJ -j IV tLi z tu 0 APPROVED BY DA ZONING DEPT BLDG DEP 0-.4Z I Ao� SUBJECT TO COMPLIANCE WITH AL FEDERAL LU ST AT E u W M �g 0 �� lu 0 U-i uj u 0 0 o Z L 00 LU • 0 0:0 00 t r 6 \vj r111 BYe---- -- - ---- -- 150 NW 100 Terrace Miami Shores, Florida Zvonimir T. Belfranin, P.E. Registration #33074 4836 SW 74 Court Miami, Florida 33155 (305) 669 -0255 Belfranin@aol.com •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• Y, the undersigned assume full responsibility for both manual and computer generated calculations. .. . . ... •.. .•. . . . . . .. • . . . . . . . • . . • . . .... . . ... . . Ave zrlro MECAW Version 2.0.2.8 per ASCE 7 -05 Developed.by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date 12/1/2009 Project No. Company Name Designed By M Address Description City Customer Name State Proj Location File Location: C: \Program Files \MECAWind \Default.wnd User T Jyut Data: Basic Wind Speed(V) - 146!.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure - No , Importance Factor - 1.00 Kd Directional Factor -- 1.00 Alpha - 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am 0.15 Bm = 0.65 Cc - 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft. Slope of Roof - 3.4 : 12 Slope of Roof(Theta) = 15.83 Deg Ht: Mean Roof Ht = 11.33 ft Type of Roof = Gabled RHt: Ridge Ht - 14.33 ft Eht: Eave Height - 8.33 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 1188.00 ft^ 2 Bldg Length Along Ridge = 27.00 ft Bldg Width Across Ridge= 42.33 ft Main Wind Force Resisting System(WMS) Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWF'RS -Wall Pressures Perpendicular to Ridge Wall CP +GCP1(psf) - GCpi(psf) Leeward Walls -0.39 -23.55 -6.88 Side Walls -0:70 -35.90 -19.22 Top Elev Hot Elev Kz Kzt qz Windward Wall- Total shear Moment ft ft psf +GCpi -GCpi + /-GCpi Kip X -ft ------------------------.._-__-__-_- ____- _------ __________-- _ -____ _____ -- 14.33 4.33 0.85 1.00 46.32 23.16 39.84 46.72 5.5 11.8 10.00 .00 0.85 1.00 46.32 23.16 39.84 46.72 18.1 129.5 Note: 1) Total- Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Location Cp +GCpi(psf) - GCPi(psf) . L.._! •• Widw6d*- :M:�:C�S• _ -0.48 ___ -27.24 . - y - 10.56 • W�`A&acd•- •MAx•CV *• 0.02 -7.55 9.13 •' t Ptrp to Ridge -0.52 -28.81 -12.14 Overhang Top (Windward) -0.48 -18.90 -18.90 •• • Overhgng,JQp (� %tw44(4) -0.52 -20.47 -20.47 Qveri:aag ( Windwlyd Vly) 0.80 31.50 31.50 • $� Wa1liL Wessx es► to Ridge Wall Cp +GCpi(psf) -GCpi(psf ••• • s • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 9 2009. --------- - - - - -- - - - - -- ----- - --- -- ---- - - - - -- Leeward Walls -0.50 -28.03 -11.35 Side Walls -0.70 -35.90 -19.22 Top Elev Hot Hlev Kz Kzt qa - Windward Wall- Total shear Moment ft ft psf +Gcpi -GCpi + / -GCpi Kip K -ft ---------------------------------------------------------------------------- 14.33 4.33 0.85 1.00 46.32 23.16 39.84 51.19 9.4 20.3 10.00 .00 0.85 1.00 46.32 23.16 39.84 51.19 31.0 222.5 Note; 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward N ge Cp +GCpi(psf) - GCpi(psf) --------- ------------------ - - - - -- ------ ---- - - - - -- ---- - - - - -- 0.0 ft to 5.7 ft -0.90 -43.77 -27.10 5.7 ft to 11.3 ft -0.90 -43.77 -27.10 11.3 ft to 22.7 ft -0.50 -28.03 -11.35 22.7 ft to 27.0 ft -0.30 -20.15 -3.47 Low Rise Bldg Provisions per Fig. 6 -10; MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf -- - - - - -- --- - - - - -- --------- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- 1 0.49 0.18 -0.18 46.32 14.36 31.03 j 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.45 0.18 -0.18 46.32 -29.18 -12.51 4 -0.39 0.18 -0.18 46.32 -26.40 -9.73 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.75 0.18 -0.18 46.32 26.40 43.08 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.65 0.18 -0.18 46.32 -38.45 -21.77 4E -0.58 0.18 -0.18 46.32 -35.20 -18.53 1T * * * * 3.59 7.76 2T * * * * -10.07 -5.91 3T * * * * -7.30 -3.13 4T * * * * -6.60 -2.43 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf -- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- 1 0.4 0.18 -0.18 46.32 10.19 26.87 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.29 0.18 -0.18 46.32 -21.77 -5.10 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.61 0.18 -0.18 46.32 19..92 36.59 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 4E 9 • Q.,1$ -0.18 46.32 -28.26 -11.58 1T * . . . . *. . : ." * * 2.55 6.72 2T • ' i i i * i i •• * * -10.07 -5.91 3T ••* ... .. . . ..' * * -6.37 -2.20 4T * * * * -5.44 -1.27 .• • • ..• .. : ; • T ,nQl• FAUstMe on Compon and C ladding :�: : : ' • ;WMh• oib Prsssure Coefficient Zone "a" = 3 ft Desoriptfon '••Wilith •Span 0 Area Zone Max Min Max P Min P ft ft ft ^ 2 GCp GCp psf psf • . • . . . • • . ... •.. . . '.' ... . .• • . , . . -----_--_-----_---_-__--__--_--_--_~-----___-___--_---__-___---___----_--_---_-_ Walla 23.00 1.00 23.00 0 8,936 -I.036 51,702 -56'334 23.00 1.00 23.08 5 8,936 -1-272 51-702 -67.272 Roof Net Uplift 100.00 I,00 100.00 l 0.3O0 -0.800 23,235 -45,396 I00.00 1.00 100.00 2 0-300 -1,208 22.235 -63,925 100.00 1.00 100,80 3 0,300 -2.000 22.235 -100.984 Cunpuueo1 a Cladding 10.00 1.00 10'00 4 1.000 -l.lVU 54,66I - �9,293 10.00 1.00 I0,00 5 I,000 -1,400 54.661 -73.190 15.00 1.00 15.00 4 0.960 -I.069 53.220 -57.853 15-00 1,00 I5,00 5 0.969 -I,338 53.220 -70.309 20.80 1.00 20.00 4 0.947 -1.847 52,198 -56,830 20,00 1.00 20.00 5 0.947 -I,294 52,198 -68.265 30.00 1.00 30,00 4 0.916 -1,0I6 50-758 -55.390 30,00 l'Oo 30.00 5 0'9I6 -I,23I 50.758 -65,384 40.00 1.00 40,00 4 0.894 -8.994 49'736 -54.368 40.00 1.00 40.00 5 0.894 -I.I87 49.786 -63.340 50,00 1.00 50.08 4 0,877 -0.877 48.943 -53.575 50.80 1,00 50,00 5 0'077 -I-I53 48,943 -61,754 60.00 1-00 60'00 4 8,863 -0.962 48.295 -52,927 60.00 I.00 60'00 5 0.863 -I,I25 48,295 -60.458 ?O.00 1.00 ?U^OO 4 0.851 -0.95I 47.747 -52.380 70.00 1.00 70.00 5 0.851 -1,IO2 47'747 -59,363 � - *°° ° ° ~ ° MECAWind Version 2.0.2.8 ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 12/1/2009 Project No. Company Name Designed By M.M. Address Description :.190 Edgewater Coral Gables City Customer Name Goldberge resid. State Proj Location 190 Edge Water Coral Gables, F File Location: C: \Program Files \MECAWind \Default.wnd s L �� 3.,_2 -L3 -, Roof t10t shoxm ,5 .�, 1 , 2 2 , 1 , 7 5i 4 r - ? i3 1 31 2 i g alts Gable Roof 7 < 8 <= 45 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Main P ft ft ft ^2 GCp GCp psf psf -- ------------------------------------------------------------- ---- -------- - - - - -- Walls 23.00 1.00 23.00 4 0.936 -1.036 51.702 - 56.334 23.00 1.00 23.00 5 0.936 -1.272 51.702 - 67.272 Roof Net Uplift 100.00 1.00 100.00 1 0.300 -0.800 22.235 - 45.396 100.00 1.00 100.00 2 0.300 -1.200 22.235 - 63.925 100.00 1.00 100.00 3 0.300 - 2.000 22.235 - 100.984 Component & Cladding 10.00 1.00 10.00 4 1.000 -1.100 54.661 - 59.293 10.00 1.00 10.00 5 1.000 -1.400 54.661 - 73.190 15.00 1.00 15.00 4 0.969 -1.069 53.220 - 57.853 15.00 1.00 15.00 5 0.969 -1.338 53.220 - 70.309 20.00 1.00 20.00 4 0.947 -1.047 52.198 -56.830 20.00 1.00 20.00 5 0.947 -1.294 52.198 - 68.265 30.00 1.00 30.00 4 0.916 -1.016 50.758 - 55.390 30.00 1.00 30.00 5 0.916 -1.231 50.758 - 65.384* J✓M�� 40.00 1.00 40.00 4 0.894 -0.994 49.736 - 54.368 40.00 1.00 40.00 5 0.894 -1.187 49.736 - 63.340 50.00 1.00 50.00 4 0.877 -0.977 48.943 - 53.575 •• ••• • • 5G.O4 . 1 J O 50.00 5 0.877 -1.153 48.943 - 61.754 • : 0 .: 40;0Q ; j.00 60.00 4 0.863 -0.963 48.295 - 52.927 •• •� : : 40;0.0 1!QO 60.00 5 0.863 -1.125 48.295 - 60.458 •� ••' " 76.08 • t- 00 70.00 4 0.851 -0.951 47.747 - 52.380 70.00 1.00 70.00 5 0.851 -1.102 47.747 - 59.363 .. . . ... ... ... Khcc:�einp','& Cl ;j.'^ble -f -3: Case 1 0.85 Qhcc:.00256 *V ^2 *I *Khcc *Kht *K = 46.32 psf ... . .. . . . .. .. MECAWind Version 2.0.2.9 per ASCE 7 -05 Developed by MECA Enterprises, Tnc. Copyright 2009 www.mecaenterprises.com Date : 12/1/2009 Project No. Company Name : Designed By M.M. Address Description 190 Edgewater Coral Gables City Customer Name Goldberge resid. State Proj Location 190 Edge Water Coral Gables, F File Location; C: \Program Files \MECAWind \Default.wnd Detailed Wind Load Design (Method 2) per ASCE 7 -05 Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor - 1.00 Kd Directional Factor = 1.00 Alpha 9.50 Zg = 900.00 ft At - 0.11 Bt - 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin - 15.00 ft Slope of Roof = 3.4 : 12 Slope of Roof(Theta) = 15.83 Deg Ht: Mean Roof Ht = 11.33 ft Type of Roof = Gabled' RHt: Ridge Ht - 14.33 ft Eht: Eave Height = 8.33 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 1188.00 ft^ 2 Bldg Length Along Ridge - 27.00 ft Bldg Width Across Ridge= 42.33 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 - 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm; 1 *(Zm /33) ^Epsilon. = 427.06 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.92 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4*Q) /(1 +1.7 *3.4 *lzm)) - 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi GCPi ; Internal Pressure Coefficient = +/ -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Foroe Resisting Systems(Method 2) Soo • • . . . . . .• 0 • • • • • • ••i • • • •• •• • L • •• •• • • • • • • • • • • • • •• •• heta h L • z F3 Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) = 0.85 Kht: Topographic Factor (Figure 6 -4) = 1.00 Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd - 46.32 psf Cpww: Windward Wall Cp(Ref Fig 6 -6) = 0.80 Roof Area - 1188.00 ft ^2 Reduction Factor based on Roof Area = 0.80 MWF'RS -Wall Pressures Perpendicular to Ridge Wall Cp +GCpi(pef) - GCPi Leeward Walls -0.39 -23.55 -6.88 Side Walls -0.70 -35.90 -19.22 Top Blev Bot Blev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCPi + / -GCpi Kip K -ft ---------------------------------------------------------------------------- 14.33 4.33 0.85 1.00 46.32 23.16 39.84 46.72 5.5 11.8 10.00 .00 0.85 1.00 46.32 23.16 39.84 46.72 18.1 129.5 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot tlev' Roof Location CV +GCpi(pef) - GCPi(psf) - „--------------- - - - - -- - - - - - -- ---- - - - - -- ---------- Windward - Min Cp -0.48 -27.24 -10.56 W ind�ia'rd• -; Nf�x�' Cp•� �.• 0.02 -7.55 9.13 Leev%rd %jrp am 42i. A • • -0.52 -28.81 -12.14 Ovejganc lop (�rIiLcfwaVc: •� -0.48 -18.90 -18.90 Overhang"'op'('Lee`vai'h)• •• -0.52 -20.47 -20.47 Overhang (Windward only) 0.80 31.50 31.50 MWFRS; Pat. Privs4 es Mra.l2el to Ridge • Wa11 •. �.� 0 CP +GCPi(pef) - GCpi(pef) Leeward Walls -0.50 -28.03 - -11.35 • • • • • • . • .. •• • • • •• •• Side Walls -0.70 -35.90 -19.22 Top Elev Sot Slav Kx Kat qa - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -Gcpi Kip K -ft --------------°°----------------------------------- ----- --------- --- - - ---- 14.33 4.33 0.85 1.00 46.32 23.16 39.84 51.19 9.4 20.3 10.00 .00 0.85 1.00 46.32 23.16 39.84 51.19 31.0 222.5 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +windard) acting at 'Bot Elev' Roof - Dint from Windward Ndge Cp +GCpi(psf) --Gcpi(psf) ---- -------- -------- ------- - - - --- - - - - -- -- -- -- ---- ---------- 0.0 ft to 5.7 ft -0.90 -43.77 -27.10 5.7 ft to 11.3 ft -0.90 - 43.77 -27.10 11.3 ft to 22.7 ft -0.50 -28.03 -11.35 22.7 ft to 27.0 ft -0.30 -20.15 -3.47 I I it i • i • .i i i i i :•• •• • • ••• ••• ••• 000 0 • • • • • • • •r •• • • • • • • • • • • • ••• • • • 0 0 • :010: • '�• �� • • • •i• Basic Load'Caees c G`D3�K Aeg� i "y'`ttr �s P. Transverse Direction. .a 17 xZ so 0 ZA x •, • . • • LG y • • � •. * •••;�� ••'..• ti � fix. • k � `�Tl ?p} ,s Fleiasanr,§ Transverse Direction Longitudinal Direction Torsia al Load Cases Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf --- - - - - -- --- - -- - -- --- -- - - -- --- - - - - -- --- - - - - -- -- - - - - - -- --- - - - - -- 1 0.49 0.18 -0.18 .46.32 14.36 31.03 2 -0.69 0.18 -0.18 46.32 - -40.30 -23.62 3 -0.45 0.18 -0.18 46.32 -29.18 -12.51 4 -0.39 0.18 -0.18 46.32 -26.40 -9.73 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.75 0.18 -0.18 46.32 26.40 43.08 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.65 0.18 -0.18 46.32 -38.45 -21.77 4E -0.58 0.18 -0.18 46.32 -35.20 -18.53 1T * * * * 3.59 7.76 2T * * * * -10.07 -5.91 3T * * * * -7.30 -3.13 4T * * * * -6.60 -2.43 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Mau P Surface psf psf psf -- - -- - -- --- - - - - -- --- -- -- -- --- - - - - -- --- - - - --- --- - - - - -- --- - - - - -- 1 0.4 0.18 -0.18 46.32 10.19 26.87 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.29 0.18 -0.18 46.32 -21.77 -5.10 5 ••+0!tlb • • 6.140 • .• -0.18 46.32 -29.18 -12.51 6 '�- 0: �•* X041:3 i i -0.18 46.32 -29.18 -12.51 1E 8.61• • • •0•L'�3': '. -0.18 46.32 19.92 36.59 2E �� -1 07 •� b.1 " -0.18 46.32 -57.90 -41.22 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 4E •• -b (1.. .43 • •18• • , • -0.18 46.32 -28.26 -11.58 • 1T :• i •• i i * * 2.55 6.72 2T • • • • • i i 'fi • •�• �• ••• � .• : * * -10.07 - 5.91' 3T -6.37 -2.20 4T * * * * -5.44 -1.27 s i• s i s i• i • •• •• • • • •• •• Notes: 1) Min P = qh * (GCPf - ( +GCpi)) Notes: 2) Max P = qh * (GCPf - (- GCpi)) Notes: 3) * For Torsional Load Cases, the zones are designated with a "T". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T =25 % *1(ld case 1),2T =25 % *2,3T= 25% 25 % *4). Exceptions to Torsional Load Cases: One story buildings with mean roof height< =30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6 -10) 00 0 • ••Y ••• ••• • • • • • • • • •• ••• Y •• •• • 0 ••• • • • • • • • • • • • • • • • • • • • • •• •• 00 • • •• •• 11/20/2009 12:22 FAX 0001/010 MIA NUMPDADIE COUNrY. FLOIUDA lm� YISTRO-DADE FUWLER BUU DING ]BT. MIDING CODE COMH.UNCZ OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MWA FLORIDA 33130-1563 (305) 375-2901 PAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.mAMJdMJ%ggv//1b3 din set e Florida Window Systems, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materuds.1ba documentation submitted has been reviewed by Miami-Dodo County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used In Miami Dade County and other arm Where allowed by the Authority Having Jurisdiction (AHJ). Tlus NOA shall not be valid after the expiration daft stated below. The Miami -Dada County Product Control Division (In Miami Do& County) and/or the AHJ (in arm other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the manse of such testing mid the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, DORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Hunicane Zone. DESCRU Series FWS-300 Aluminum Horizontal Sliding Window — L.NLL APPROVAL DOCUMENT: Drawing No. W47-80, titled "Series FWS-300 Alum, Horiz. Sliding Wdw* (L,M-I.)`, sheets I through 7 of 7, dated 10/15/07, prepared by A[-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., boariAg the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. NUSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING.- Each unit shall bow a permanent label with the manufactures no= or logo, city, state 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 ofthis product TERMINATION of this NOA will occur after the expiration data or if them has been a revision or change in the materials, use, and/or manufacture of the product or proms. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEZAMNT: The NOA number preceded by the words Miami -Dade Ccunty, Florida, and followed by the expiration daft may displayed In advertising literature. Many portion of the NOA is displayed, then it shall be dope in its entirety, INSPECTION: A copy ofthis entire NOA aliall, be provided to the user by the manufacturer or its distributors and shall be available for inspection at tho job site at the request of the Building Official. This NOA consists of this page I 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. 0 00 •0 • • • 00 NOA No. 07-1025.09 Expiration Date: May 1. 2013 lJT"Vi Eater May 1, 2009 Page I o r 0 : 0 V • 11/20/2009 12:24 FAX IM 002 /010 Flor# -- "JudOw 111 Cori. N®TICE OF ACCEI?TANCE: E�TCE SU$�VI ED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No W07 -80, Sheets 1 through 7 of 7, titled "Series FWS -300 Alum. Horiz. Sliding Wdw. (L.M.I.y', dated 10 /15/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS I. Test reports can: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hunicane Engimeriing & Testing, Inc., Test Report No. HETI- 074417, dated 1.2/13/07, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Mind Pressure Loading per FBC, TAS 203 -94 along ►Nth marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05-1944, dated 12/13/07, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2} Uniform Static Air Pressure Test, Loading pe. FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, 'Inc., Test Report No, BETY -05-1439, dated 12/13/07, signed and sealer by Candido 1F, Font, F.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, 4 prepared by Al- Farooq Corporation, dated 10/17/07, signed and sealed by Humayoun Farooq, P.E. . Complies with ASTM E1300 -02 D. QUALrff ASSURANCE 1. Miami Lade Building Code Compliance Office (BCCO). 000 0 1 0 • • • • • Man 01 erez, P • .• . • • • ••• • • • .0: • • i • • i $rah+, Utrdl Eat e NOA No. 07- 1033.09 Expiration Dates May 1, 2013 • • • • • • • Apnavdirate. May 1, 2005 • • • • • • • •• •• • • • • • • • • • • 11/20/2009 12:25 FAX 2003/010 4 Fltorid@ Window System. CoL . NOTICE OF ACC EP�CE. EVIDENCE S1JgMITTEII E. MATERIAL CERTMC:ATIONS I. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Soften M4G Clear or colored Interlayer" dated 05/04/06, expiring on 05121111. 2. Notke of Acceptance N 03-0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of "dated 12111/03, expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance, dated October 17, 2007, signed acid sealed by Humayoun Faroaq, P.E. 2. Statement letter Of no flzancial interest, dated October 17, 2007, signed and sealed by Humayoun Faroaq, PE. G. OTHER 1. None. I Mannel Pe . •• • • • ••• • • • • • • i • • • • • i I COa #POl E trtlne Co No. 07 -1 . 9 Expiration Date: May 1, 2013 •' • •' • •' . " AppM8, Vkte: may 1, 2008 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . .. • .. • ••• .. .. . . . . . . . •. • • . . •• . • • • • • 000 0 .•• • •• .. VENT RFWff .. • • • . NT ale' I I i t I r �� aaam�;;aas >a )sa¢e =1� - -0 • "'. j ii q I! .L ICP& wx commm It s j b@3 - W I� ae rre° OM �27i`5FC` -9R 1 Jf „ If �Y 1i II i1 11 y�i II i r - �••�� = ....u.. � -r - - -- w Z R �!1 w � U it ti If cair>E� �lt.s'w' h fL ®RIDA VANOOW SYSTEMS a►aorwar OAVAIL 71 01 N.W. 77 TE RRACE IpA88a?4 i �!p t or 4WD MEDLEY, FL 33160 to !amfse+mae iA1t g50�9826Y!• VL CM) BO 44W FAX (3" 105-9424 cow+ —btu vAal 0T0 /toolz xy3 93 :3I 6003 /09/11 11/20/2009 12:28 FAX (Moos/oto *am--go fGwj wd arvs-gw TW vaowu IrAMI'm 'AF133M solve I V *A — 1 ,sic i 3M831 LL - W., BMWs AOGNvjk .pro wpm N valmau DLLV*Oduoo boowa-w "f OK-SU RIM "all 4b L &L ZA Wa. SIM WJ4 j K ili Hl 11 ii i I a T11 a Q1 a m i i i a I IN F1 All i 1 1; bb S b S Par 0- b, Tklcvi ire TWA.. hn Zi; Or 0.0 • •• •• 11/20/2009 12:28 FAX a006/010 30*tM 44 SYGLSAS NIIA Ant • Ah m va WOOM. OLLvwckfuw DO*Wd.IV MIS 78D MN 113 Oil qjI a 0 11 1 all 1 0 1 O il p a— I S �x bs sm loll - --- ------- a a a all IlAjijilra 92 a I SS %a Is s o * 09: 0:9 6:0 so ir ••• 0 0 SEE UM � a ELM ► _ .. crow tar' N a: east WrAL 4WA FIX 9l�El'3 2 8 3. � rER CAP/YiPY 1 .� Q a ale SM ELM MR H rpic� nivc xflxs: M aft FM . 11t• TAMMIS BY !MW WOOD Burrs AND METAL STRUOTURE NOT BY FLORIDA 19DW. 'ISMS. RM WY leow SUCKS OR wow Sf&SUC WM 0) M SWAIN t IeMstai eY cnnzlca sysrcM 1 -3/a° MW. PO4ETPATMN acrd W= AND 71IM617M name TO 7M S IL!" ST RUOT", TM lay BLh= mo C ONC, OR MASON9Y t - /a ant. DOWD INTO meet OR wsONw W p DIRECTLY Myo CON_ OR MASOM ca 3 1 -1/4` ". UM30 INTO Cma OR V"NRY m x <p STEEL : 92 GA. bIDL (F - 36 KS1 MIN.) � z A:9anM : 9/B• IM MIN. (8083 rs Mw.) � • • �. M7M IN CONTACT WITH ALU► tM r0 BE MAret9 OR PAWED) •••.•• • • • ••• t X92 MS 0 et MM M LMM � • • •.• • • @!tb MADE C'6t44TY MiTh)UEO MULI.tONS (lAIN. rflL. - •090 • •.. •. •. • • (NO %M SPACE) • •.•.• W14l MtPwt t,� Eam rsxte•1Ps • • • • • . • • • • • • � tNFO CAAI:Iffi'1E AND MA90P114Y - i -S/8` TfiN. • • • • • • • • • •. • IMM MEDAL ST1aUC M - 3/4 MIN • • s! um+ • • • • • • • • i i " ALL J094TS AP$J FRAME CCT045 SEALED 4aTN ••.••• • a •• �..•� Pal • 1 • `.;(� — n wt 1• x Ile teeEr'i+aLOS AT s` FROM •••••• • • EACH ENQ A. • • a a s x t -t/z vta s•s oxar! J IG pgt rsm $ z roe aR / -s ' ' o � •. e.naa: . wary saw mum '• • TS6tWF0$C�Sl.�d,..IN$1�;RT ...-- ^'•-- � ---�°" �, [ F 1w ertnc SEE SHCM a x 3 FOR CAJA r OCT 2 ! ZO ?' s 7 0 r3 r 0 11/2012009 12:31 FAX 91008/010 ti ! -l4IA 7NY-d tiLi4h#VY {�eI XYd OEi6'-9� Z46L3 °131, - '+q 'MP r *Avoca Ono "d At sAb f7.tLCS 3 h29tl3L U 'lA'td LW4 _ ur�wao ran3se aarot ma �e waP ar Si^eL" tAL NVA VQPJOld .s - .tla wpae e WOUVV"UW ba Ys� -Y1/ ATM Atc 9t�iR1s Y 61 t N Sid sdl13S m -es-o, �. if gm W , ' , • • • • • • {p •• ••• ••• ••• • 1 ••• 0 00 • • • .. ;. 0. O r OV . . ...... . ... . ...... ...... • • ••• • • • • ••• p .• .. 6 . • • A ... { y ••• •• ••• • • .. I X § ® • • •• �. • �• • • • • • • • E R i3 U u w Igo I I,oi Li I ,a-,s m ■one: SEAS tWS -N!0 NSW roOF B.IOAI610- ".f l [ Ax1=0 etumm& dtk., -F"O0Q CORPORATION FLORIDA WINDOW SYSTEMS P ass+e�avaw�Nr ROWIM $ i a M +� 7991 N.W. ?? TERRACEa7a . i lxv, n. 33788 na is aeamoo PAX (SM2 087• � v aw ey 11L (30) 06 -9440 to (30) eat seas couv -dd�1 wor - .... 0TO/600 XV4 9£ :9T 6009/09/11 •• •i • • • •• i• • • • • • • • • • • • • • • • i • • • • • ••• • • • • ••• • • • • • • • • • ••i ••i ••• • • f• • • • • • • • • •• • •• • T i 4® V 6 aocx aati•.ar I' b R pgr LNG AWMANR PORAYt ®M ` VANDOW S �H riroutAxc aeva orte�ra sm S.W. i4 AW pr I ',da an was - — Iasi NId, 77 TMACE NPAM6 a5lr -w , - MEDLEY. R. 33184 vs taaet rac tsaa7 s "1 ems. Ar W- (us) •D - FAX (3*) �6 -8b$@ iSiiP -�Ptl. I som E a 010 /OTOT] XY3 >;£ :ZT BOOVOVIT MIAMI -DADE COUNTY, FLORIDA M IAM I•DADE METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www .miamidadmov/buildinecode - Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard - Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - -, DESCRIPTION: Series 6 W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Woad Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets I through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to j comply with any section of this NOA shall be cause for termination and removal of NOA. .. .. • ... • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed • ... • • by the expiration date may be displayed in advertising lyteraturo. If Anlr po1ioa of fhe NOA is displayed, then . ...... . . . .. .. . • it shall be done in its entirety. • • • • • • • • • • . . . . INSPECTION: A copy of this entire NOA shall be provided to the user by the • manufacturer or its ....,. ... .. distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 073464 Ad conds is oNAhis DileT.3nd evidence pages E- . . .. . . . . . - .. • • • • land E -2, as well as approval document mentioned aioje • • • • • _ The submitted documentation was reviewed by Jaime 1). Ghscon;1 i. . • • NOA No. 08- 1015.05 • • • • • • • • • • • • MtAMi�ADe N iY • • • • 0 : 0 lrplr*ion Date: AuBttst 15, 2012 • • • • • • • • • ✓ •: :Apbr9v41 Date: December 12 2008 V 0 : ... ... .••': .:. I . .. .. . . . .. .. Page l .... . . .... . Jeld -Wen, Inc. (OR) Q' saw N NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED —� PUP o L � o A. DRAWINGS 1 , _. } . 1. Manufacturer's die drawings and sections. -' 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door - Up to 9' -0 "x 6' -8" with and without Nan - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/200$7, signed and sealed by Eric S. Nielsen, P.E. `1 B. TESTS 0 CD o Y 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 - 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 Q v 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 " Along with marked -up drawings and installation diagram of Outswing and Inswing ` wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report l o No. CTLA -696W date 11 /01 /2001 signed and sealed by Ramesh Patel, P.E. > (Submitted under NOA # 02- 121X.18) C. CALCULATIONS '£ 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07 -073L 04) Q zi D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). \ \. \\ \\ A -� O g El E. MATERIAL CERTIFICATIONS Pei 1. None '-�,'- , F. STATEMENTS 1. Statement letter of conformance no financial interest and compliance, dated $ �\ \- 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. a� !�� :}_ \�\ 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified 9` Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. O \. . ,. .... SuAi i er fi 411 21 L 18 \ 4. Labolat4N cbn1plahcVlettd'r for Test Report no. CTLA -696W, issued by Certified' ' Q ..� P. Testing Lzoratories, dated /2001, signed and y esh Patel, P.E. _ � (Submitted under NOA# 02- 1211.18) _ s� Q ' -- 0 ' • : .: Jaime D. ascon, P.E, O • • • • • • • • g • • • • Chief, Product Control Division NOA Na. 0 8-1015.05 _ O, OP AWE j0A 1W v . . ... . ... Expiration Date: August 15, 2012 y } D • December 008 �.r Approval ate. 12, 2 ry b e P}1Ai lM2 ILLY j�[7��j� 9W E -1 • • • • • • • • • • # i • • • • •. i �� Jeld- Wen Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS w 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6 W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", N m approved on 12/20/2007 and expiring on 08/15/2012. y p .. Q till A IR ® AIR L H. LIMITATIONS A I ~ w 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. 4 � �Q �!t '� a X Vo go. . ....... . .. .. . ....•.•.• . ' Niq or so see 00 .. * : • • • • Jaime D. Ga on, P.E. : `: ` • ` : • • • • • • • • ' a • so: • Chief, Product Control Division r�tonucr NOA No. 08-1015.05 �„ st s a� ...1Ei.D -W04 NQ i1qX R • • • • • • • • •ExVlratiPn Date: August 15 2012 TO 9-0' x �'^' ,U t++ y t t tt di M9lM�v -wP�T 1.IitR1 �.ItD. r K�Aib!'WFALL4 OR 810Qi • • • Qpp�ov�i9ate: December 12, 2008 �+ Q ; GLAZW DEMLS $��. � E - 2 .:. : ` • `: . • ` er PRODUCP SUSM ��ig4 with the F9orida AccepW= No 0 Sf . a I+ - -107" MAX OA FRAME WOTH -- ---- -� .. .. 3775• MAX OA � (" FMW NTH Dry« SEE DEK 2 ON s' 5 It 4.5 TV. 16.41' TYP. SEE DETA6. 4 1141 Typ, • 3" TYP TYP r I I-I 1+-3 . ON S17 S • 6 TYP. 7.375' 6 IYP. 6 1YP - - 7 • 9}tEET 5 gf 51 51, •. •• • TYP • • • R'a • • • • •• • • SEE NOTE 5 3t,, SPIES • ONSW4 1454 � i •� i io •• 8f 25" .•,, /� SEE DEK 5.. 8f 25" SEE DUAL 6 +• • • MAX MAX ON SHUT 5 ON SHEET 5 • • • • • •- • OA OA �-- • •••• • • FRAM FM F 5.50 ° � 5 S0' • • • • • • • few - � HETf#1T � • • • • I 31 > 31° TIM 1t3 Try I 11 t 1 Lw 3' 1YP -4 r. � 3 TYP 1-} � �3` AP, 8' 8 r�iFCSi��snsm 3• �, 7 TYP. {-- 7 . may• TYp �tann�FySagwithttatFbrida sgCc3c 15 A��NO AN AA , • • 1= • Division SEE MUL 3 ON SHEET 5 W MED FROM INTE180R DMLE MR WM MOM AN= LOCAL g WW FROM VERIDR M V fxaE 9 - 17.M / AM jwj AW�&r teat er S. SAFFEEI. FW& P. E we. 41323 MvM w tl�I area, rxr PA ac S -2104 . 1 r : F 32� 321- x-1788 Fw • awn For 321 - 680 -1780 qw -L OF-L t r � < < r � r 74.5 MAX OA WIDTH( 70.25 MAX OA FRAME WIDTH r , } l ,75• ,75 M�,L 155 MAX. OA r JFLD'WF Steel 675 »P 125' TYP BAR TYP. sioaff FRAME WM 36.825 MAX OA 36' MAX OA 875 36' MAX OA 14 MAX OA 6'.0° EMOPAWSTEEL PAPA. MOTH TYP. PANEL. WIDTH PANEL WITH WAOTOtW UAM tNllfld NrllPfOfASIDELIIES GENERALNDTES 6' MAX i. THIS PRODUCT 6 DESIGNED TO COMPLY WiTH THE CURRENT FLORIDA BU N 8 p. .0 � OA CODE AND M K= HURRICANE ZONE W REOIIHB:MENTS 80. �DiH 2. W= LillCIG4 BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER wx OA LOADS TO 79 SMx OA PAR 63.125° 3. PRODUCT ANCP M M BE As LISTED AND SPAM PER ANCHOR LOCATIN PAS wx HEKiHT L M AWN NED&W TO SW MATEIK SHALT. BE BEYOND WALL AW STUCCO. 8 ° D.I.O. �t OA 4. �9 ON M SHEET FOR DESX,7V PIMME RATdVG3. 8 ° 8� ® fit $ 5. IM PRODO Wo THE WATER MQUIREMENT8 FOR %w ZONES. SEE OA, ® OA THE DESIGN PRESSURE CHART BELOW. FRAME b i°i a 6. DOORS ARE IMPACTED AND DO NOT REQIARE MfAMI -DARE APPROVED HwHT t t;h1, FACT RESISTANT SHUTTERS. 7. Ft��a ROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED e�oo o, 8. wao ARE M QPliDPi AND CAN BE ICED IN A SfNpE OR D1X IMPACT "� sw IiCWAd� . ° � U Mw 0.75 0.825 m -^� RESlDEN9TAI.Od31A 7mamD=1C Mtod ffdd=l 0.825" w o t z� 1�IbmF ntmt!niu flNPACT UNIT DO(T I B'ONENTOMTRUCTM: yip PROM txTETt>� 907' MAX. OA FRAME WiD Foe sheetz 24 ga. (0. 020' minimum thickness, Goh nbW Steel A -525 37.75 MAX OA �° 125 4 � SE MAX OA L r canmerdal Oak - Ai= per ASN 620 with owW minkru m yatk! FRAME WIDTH �' 36. 625 MAX CA MWA O 4' MAX FR416 WIDTH *&* Fy(aa) 24,600 pea. .875 TiR 36' MAX OA PA TEL WIDTH PANEL WIDTH PANEL WIDTH core Expanded poWyrene with 1.0 to 1.25 ulcf der* by PAia WIDTH W /ASTRAAL ED-0 INC. Dur Panel Construc8on: The active and inactNe pw+efe are cmretructed from • • • • � � 24GA. (OA20' mm.) gafaanaal steel. The face sheet tape and bottoms are ® ® ® ® o ld 0 • • bent 90' aver the top and bottom mile. The top WL rd mecum 1.87 ® ® + 6+ bU • wkte x 1. 042 high. The steel bottom rag is rod farrta10 .021 gdvm*ed NAM • 8A D.LO. • • • • • eteel meaning 1.67 wale x 1.21' ho . the files of the face stmt are � ro • • • • rod fomred onto the LVL Mich stile aril Ponderoa Pine hbxTe a& wlilch �° 80° • moon 1.67 x W. The irderia corny Is fr'dad oft & As OA foe Beats are to it* pA • • * • • • PTxed the ConsL The sosh Is co�from 24M (0.020' min.) galaaruxed pma DEL we • • i " 000 • stets The edges of the fore feet are bent 90• aaa the P**" cm HEIGHT HE✓i>t♦t ® QA • • • mid 9 to it The � p dte mb am muted to receive the ODL Lip Uts 8 8123• DtL 0• • From or ft optional T&* Lght Fmm (Sae t 7 for g1k+n9 81.25' • HOt�ff • • details.) The die fromes are sealed W/ 0 compound on the m MAX 9 • • • • : • p OA FRAME • • • • • • la Frwne Constructfam The f0w we MIShtted Iran Ponderosa Pwe )anbs HEl&HT • 0 • • • ffoaft 1.25' wills x 4. 5625' deep. The dur arts 0edte head 0* • are mortised and butt )w to the ode )ar* wtd attached with (3) 16GA • • • 2' x 7/16 crown wbe staples. The wft tree o dwtdad bump face Patdro • • • • • threshold HMO" 4.041 deep x 1.0 high The threatreld M attached to • the hm on 1660. 2 x 7/16' cm a wh �1�. (�(OXXOT W/ N IMPACT n p a TABLEOFCONITENTS 0.625• 0.75" 4.625 =MAW w o v m < p caur3F rxrnuwvr IMPACT IddT (X9 Mr: 9 -11 -Ot 1 omm AND TYWA TiQNS TMLE 1 P1t01tUC! RT3�'ZSED Prelmred wm- N.T.S. VERTICAL (ROSS 2 VER SECTIDhS AND KU OF MATEIKS ascaraniria; vhhtt•Ft is OE�1 P RA't9di- 89rF>8' NA1fR a trwa. 814 JWJ 4 SECt►0 AND NoTt WE= 6 t a t s S. SAM 5 ANCHORING LOCA AND DETAdS SOH t WIT (X V. A 010) +6667 psi -70 pM Luu � � PAW W. 7 AND OEradS W � � ism M Mc amst gue a25 PTA LLG s -x104 8 LdidT WD) +57 pa' -57 pof D6v a�teaga row 3 M Phone 32t- 680 -f7� � 1 � 8 t•ee ovoids a bowbow to OM Fax: 321-690 - 17119 CONCR 5i " 51 1 DDDR STEEL. FACE a o. ST€Q mum, PRODUCTMM 1.50" BY OTHERS 1.5Q BY OTHERS HEAD fTNGER PONDEROSA PiNE MASONRY — MIN. MIN FRAME HINGE' JAMB JQINTED PONDEROSA P A & 02 0.25" EMB. ;�: " ; ; • ' ; 19 Q.25" B• :`; t9 4 fTiAiIIE LATCH JAMB PONDEROSA n MAX. `' ; ;,� �+ MAX ` :• ^ " E 120 Qt HAGER) ..•.. s t1 BY sHiM SHIM a DooR vL Dh�on 2 44 F ® 2 TRIM NAIL 15K X 1 FOR MUU J0N CAP 1 3 L VL EE DETAIL 7J'"" i 1 DETAIL 7 -,,0`1 1 f ` ' ;: Y R 8QTTQU 111 O RAIL N SHEET 5 • »•• :�• 1 ON SHEET 5 ' 3f 1 DOW MIKE STILE IFWGM N7ED PONOER05A PINE tq x 1 314' PFH wow 1 SEE NOTE 8 ::•.� ' ON SHE 4 a SEE NOTE 3 1 PON P • • !O ' "' ON SHT. 4 f 3 18 IT# TAPCON W1 1 1/4"0. EMBED STEEL. • • • � w " 17 EXPAW POt 1.0 to 125 d ODOM BY JEND- ;�,�.� 1.75" MIN 1.75" MIN . 18 NOT USED PANEL THK PANEL THK * ' 3 • •. • • • • • • • • »�:? a�* 8.25 IG GH. PLASTIC OR • • _ • "x ' •� SEE NOTE 2 1 "', • ON SHT. 4 x i • • • • • I UTE • • • iL: 4 4 x •••• • ••• • 0.125" MIN. 1q x 1 PFH W0� ! ASTRAGAL TO GLASS THK 7 10 z 2 PFFI SCREYY • • • STEEL TA LIN STEEL 28 • • • • • •• " I " SIU CAULK 33 C • • • • • • 80.0 " 80 .0 GLA QSD BY ODU • • • • • i . a BtM.2�5 «• • MAX.. 8� SEE GLAZING MAX. i TRIM NA1t iBGA. x 3 4 Fit 3 8 .ROUND. : • • � O.A. O ' A ' O,A. DETAILS, OA 3 SMELITE FRAME ;: PANEL FRAME SHEET 7 PANEL TT HEIGHT `.' HETGHf HEIGHT HEIGHT E KNOB SET i STEEL Sam STEEL, FACE SHEET 220 0 SEE NOTE 2 3 1/ 8" BY MOM ML UT€ POL PP5530 C13 ON SHT. 4 ;'`' "•� TOTED WILION10 3.4 x 4 9/16 81.1 4 T c .. 4 ALUMtN Ptp U 43 Y4LE DE40MT 1IP E SERIES FA STEEC SEE 8 1 PON SA PINE �D;. NOTE ';;.,�.. ON SHE 4 ;'ti . TRINITY FOR 1/2" L.G.U. ' • •; •� SEE NOTE 8 i 8 ' ^ 3 1 INSULATED TEM GLASS BY TRINff Y �UbPAC t� 4 1 SEE NOTE 9 ^:° ON SHT. 4 SEE 1 INSULATED 8Y TRINITY AMPAC ON SHi .,�:•'. DETAIL 7 °; , NOTE 3 NE x 1199 a LONG PAN BY GLASS :.•: SCREW Uff $ 12 ON SHEET 5� .. '''• !, 3i ' 4 5 10 WOOD t ALLATION SCREW W 1.50 MIN. EMBEDMENT ,� 5 TE a g LA TCH 21 + T PLAT o 4 . o •825" Y ' : A: t..'�' M 9 -11-01 " "' ARQ UUCT FU NO" N LS i• 1.75" 50" MI I CONCRETE 75` 50" MI 1.25" CONCR m"mr1 Preiporsd > . MA ecru c�� ova er, JfiS1 MN MIN. EQGE DiST MASONRY MIN. MIN. EDGE OLST Acs �`� Ems. BY OTHERS EMS. BY OTHERS E. maw aat S SAFFL]1 EM C S VERTICAL SS SE N � P. K. ft t �� N L. \�Zj WITH HIGH AT SI SASH Mimi .a& ux�l� teas �e coo �• UC S-2104 FUN a 1 ft 2 Mme. 321 - -690 l Ism -2 or 8 � 1 1 I 1 � I I i t t I I 74.5" MATT. 0A FW '0" 70.25 ° MAIL QA E PRODARBVM SEE L)ETAI.2 �wdhthePn ON TIES SHE No � DEK 4 4.5' TYP. 9" TYR n 9° 12.r 3` TYP. I SE OETt. 4 " 3 TYP. .�— TYP ON m SHE �. & 7.375" 6 TV. I 11 I III I 7,375° o — ` 51 51 5i I - TV. .1 SEE NOT 5 T11s 31• g ON SHEET 4 31 ° 5 VA= SPIES 4 fix SEE WAS 6 A 13 SEE OM 5 ° .: ON THS' SHi — •- e 810 ON THUS SK. OrA 1. ME x; 11 1 TYp. 4 FIEtOHt 5.50':( I �a 36.825" 18 � FftSfT3UCTIF&Vl 38.$25 f8 TYP. ascampiyaawftb the FWAU 404140 u �_ 441 Ac so r�:ikcd� r. 3' TYP. - "1 3 TV. ' •• • 3 M? I ( � 3' TYP. - "i ham-' . h" Y TYP. sr • • • s ••• •.f5 LBAL • • ON THLS SHT SME m wm SQ= N UX_M j / 000 • • . IOCrJ..� J7 AWN WA11OtLS 1 O no iNTE�OR • • • • • 1 512 \ • •� • • SEE MOTE 10 • • • • 2 18 SEE' NOTE ON SHEET 4 i4' 7 MEET 4 Dual 41 / O , �� r \ 1 1 COUNTEIM FOR IWALIATO ANDS 8 , 5.50 { I 4 5.50 I I 4 9 -1i -01 1 0 1 8 { { SEE NOTE P, g s tr TS 41 1 4 SHEEP 4 mo. en JAI 5 v Io P. � L �ft ♦t323 t M* DETA L '2 - ® HEAD DETAB 3 - ®iH D ¢ IZE 1535 C.9" greet. S& C25 PTL LlC S-2104 ASTRM SnK D . ATE A5TI STIK PLATE Hp 0 70 JAIL do DOOR 9WE PLATES 70 ASTRI K STW PLATES TO JAMB 321-890 -1788 wve c« � Fmc 321-8 -1788 low 8 W� 3 SE E N OT E 4 444 9 4 5 7 1 15 21 4 34 13 6 5 6 3 2 9 44 14 NOTE 7 PRODUCEREMED ON ON S cmvlpmw & dwlgmida 4 � Moo 3 ! BY SEE NOTE 3 ON ShT. 4 31 1.75 Wt 3 1 PANEL. THX g oe 01 ' o / \ •' 0000 • •• SEE GLAD /. i lC!' f0 ASS, 3 r 7 j% to sr 4 // \�� • 0 O S K 4 •' ' SEE NOTE 6 / �/ �� 2 rtDiE 5 1 t /�,�/ \ • 6 • • la 0 s • ON SOT. • • PC 4 • • • • io • a • ON SHE 4 5 SEE 3 SEE OITx •. • • • • a • • • 0.75 Ott SHEET 5 ON SHEET 5 0 73 : • • • •, GLAD • 1 3 3 • ATA SHEET A • • • O • H Ri C SS SECTION HORIZONTAL CROSS CTTON • • • • • • • Q g, A Si T Sf PRt1H�JC! 11!?vtaSD • ascum;^f,•iGl;xish�dseFtmida• 0 00 • 1. AM FOR iTEM IS THE 110 x 1 PFH SCIM ATTACH8IG TIE ASMM TO THE II ME Da iS � 5 19 2 4 3 ON N OTE 4 3 nnzsra �en�asrmaro! 'AS F11IM- 1.0; 2.5; 40; 55; 130 Me & 290'. Glvtaiaa 2. SPM FOR ITEM 123 THE /8 x 1 112' AASAW IS AS FDLLONS: SEE MM TTY & BOTTOIL HO�ZONTIU.LY. ME PANEL 3.0 FRS! MCC WIM 3 3 4 DEIAES, SHEET 7 LX� tHE '� 4 Ada Tf 1�ANE 3.0 ; 13.0 ; MI. 39.0 *1 5zo' & UC* 3. St F ITEM 13I THE 10 x 3 /4" tiD TRIM t ATT 7 Qr>aR R TO > Af0} tCEEUi iN Tt1E 161,tA. X 1 SM TAW NAB ATT TFE MUUt0A1 CAP TO K MUtLJOtt BAR 07 1r, Ls AS ; \ 0.125' iM W FOLD: lV & . E 3/ 1.25' IM FRU E'ACK Cf1RNER WO GM 1Hx (f) WiL MIQ -SPAN am THE SM ND WM f.25' FROM EACH END do SW MORE ETiMY SFti1t2:O ON THE FW. , 4. *IEN MW THE SM PLATE TO THE JAMB AND 110 USE IiEM /25, A 18 x 2 i12' PFH WW SM 4.- ; .: � INTERIOR WHEN ATTAM THE STS' PLATE TO THE M AND SIDO.TtE JAMB AT THE MUM USE M31 /24, A 18 x 2' PFH WW SM. & SPACING FOR MW 125 T9 jB x 2 112' PM M WS ATTA"G THE AN T02M AT lK MUUdON, 4 A - W IS AS WM- 6.0' FROM ELI MM =0 OR (4) MORE SCR X EQUALLY SPACED . DE MO. r SEE NOTE 2 & N ME PAM S SEt2W M THE SOELITE M W/ ITEM /29 =K CW ON THREE WES AND 6 Wnh MY PI ,. 3/8' WARIER ROM SEC18tED L0 TRW WJLS x 3/4' LONG ON SK 4 H CR CTlON S \\\ NOTE A 7 *8 ATMA M N Ifa TQ T10: JAMB AND W USE i1Et4 127, A 110 x 2' PFN SM Nit ATM(3IDIG ON SHE 4 .. K TIC Wa TO THE JAS AND MEUTE M AT THE 3A1LLxXV USE iD 114, A JIO x 13/4' PFH WOW SM '; & SPACM FOR MW 149 THE /6 x 1 112• PANIM SM (iW LIR Rko S AS MUONS: SEE 5 � 9 -11-01 S�ELRE LITEFRAME Ilm ff MR r VERTJCALtY: 1W, 18.0625', n8125 47-W'& 62.625'. : ON SHEET 5 Preparod 6r sam MM WELIM UTEFRAME TOP & I1DMAL n THE tEFt: ONE (1) Y AT 4.4375 ` 4' so a mm or o wi 9 ALTERNATE CQ<MiEfMAS11RY WLSrWWI ANf2M OF EQIMENi POFORMAa CfWRACiERGS= CAN BE k Q25' MAX / ax - S WELL USED WM APMAL OF THE ARCfUW OR MM W REM FOR THE PRWCT OF B�TALLATxXL l WAWM Mk: 10. USE MW J51 MN INSTALLING #M WU SUL MATE AT IA & JAMBS. USE ITEM /25 NON MALLM INTO 1.50' M0i ab� m IUD 41323 p10, ac S 2104 WULLi0P8i. USE ITEM 116 WHEN INSTALLS WM M CWTE/MAMI+9t1' SULI MATE AT ME SU EldRED t PI J21- MV -•f7� r feat ca�ea d r s comae. as 2= Fw 321-60-1789 SFW 4 or 8, I r r s r 1 r t r 1 ' s 1 1 t PRODUCTREVEM SEE WE 4 asco*ftwilhthaFkft ON SHL 4 19 0 4 5 7 1 15 214 34 13 6 5 6 3 2 19 2 IN W 7 Mr D Mdon ' 1.75' MIL 0 °a g PAM THIC c 4 SEE DEK 5 SEE DETAIL S SHEET <s t � 4 ON %w 5 ON 5 ► ' a BY OTM 025 °Max. a cnaN a oNr a CTTON , • } 10 MGL 1.� WI, allow E3dBED. ElD. By OTHERS • • • • SF3 NOTE 1' 2 • . • • . • ON SHK 4 ASfRaGdL TliOW MIS (2s TOTAL' {f EIN;H) • • • • • • • • 7 . 1 . i5 ... 2.434.. 0.31' OVA x 9.0' LG. AT TT & ! • • • • •• •• •• • 0000•• • •• • • 0000 • : ••• SEEM � 0000 • • ' SH . 44 2 •••••• • 001.0 1 / to withtheFlaft AccNo 0 •R$" • 1.75' AM \ / L 1T) STIL a PANEL Tt6( � f�TE ITEM 24 NO Sf101�i TFES BY � VV FOR CLARITY. • hsiaa� SEE WAIL 9 -if-01 SEE NOTE 4 f ON To 90 t 1 Of. ' N.T.S. ON SIT. 4 MI oft W. JVIJ Erto s tit A axt e� S S+fIL 1ZONTAL CROSS SE P. L ft 413x.3 PfC A I' M aloe Sub C25 ftw 321 -0-1780 S2104 aaae ate. m >a Fast 321 - 0-1789 ism -L O'. A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 133554 Permit Number: WS -12 -09 -1981 Scheduled Inspection Date: January 19, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: ALLEN, LAURLE Work Classification: Window /Door Replacement Job Address: 150 NW 100 Terrace Miami Shores, FL 33138- Phone Number Parcel Number 113101023029 Project: <NONE> Contractor: SUNSHINE GLASS AND GLAZING CO Phone: (305)446 -2579 Building Department Comments INSTALLATION OF NEW IMPACT WINDOW AND DOOR Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 133432. CREATED AS REINSPECTION FOR INSP - 130465. No Access Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 15, 2010 For Inspections please call: (305)762 -4949 Page 15 of 23