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WS-11-1110Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164236 Scheduled Inspection Date: October 13, 2011 Inspector: Bruhn, Norman Owner: LINDSAY, RYAN Permit Number: WS -6 -11 -1110 Job Address: 151 NW 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Kasas Construction Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (786)325 -3241 Parcel Number 1131010331020 Phone: (305)445 -2399 Building Department Comments replacement of 3 doors for impact resistant Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 163652. CREATED AS REINSPECTION FOR INSP- 161094. missing anchors throughout. NB No access. NB October 12, 2011 For Inspections please call: (305)762 -4949 Page 11 of 29 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: /5j Q1.J e W City: /19>` #44N i S��►e�do� Tenant/Lessee Name: Phone#: Email: ROOFING Fya � Ewa JUN 7 2011 a Permit No. %4S- fl -1\1 0 Master Permit No. state: __Ft. Phone #: 3 b'S) 3 .43_/ C7 T 3 rg3 I ce, JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: 3 &S) qu c _ 93 1 CONTRACTOR: Company Name: S'Ga C� ergo)- ¢' �o /o►�hone#: Address: 4/5- 1r 1 A v City: CO , ( ;' bZ State: Fe._ Zip: 3J 1 Qualifier Name: ) °.< LI c, �Ci *At Phone#: State Certification or Registration #: t C t St) 7 k-I Certificate of Competency #: Contact Phone#:30S ) t4Ci s-- 3 gei Email Address: KAM i®'Ovii l<41 0. a+2 1A- o ° m DESIGNER: Architect/Engineer: Phone#: P r Value of Work for this Permit: $ s�7,' ( Square/Linear Footage of Work: Type of Work: °Addition Description of Work: °Alteration New °Repair/Replace t4. °Demolition **+x*+x*+z************** * * * ** ****+x+x**+x****Fees * * ********* * * ** x*********** **+x+x********* **** Submittal Fee $ 50 100 Permit Fee $ (J® e a CCF $ CO /CC $ PAt® Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ o TOTAL FEE NOW DUE $ i Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence •/iflr7 posted notice, the inspection wii 'ot be approved a ;d a r inspec t'on fee wi be charged. Owne or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY P Sign: Print: FELICIA FUENTES =': _ .011 MY COMMISSI • # DD923848 EXP;�y �., � , 2013 My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB Sign: Print: FELICIA FUENTES COM ' SSION # DD923848 gmber 09, 2013 407 398-01 My Commission Expires: S'ef5-1 % c2t /3 * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********************************************** * * * ** ** * * * *** ** **** * * * ** * *** *** APPROVED BY **************************** Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk STATE *IF FLsROA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 OKHOVAT, KAMRAN KASAS CONSTRUCTION INC 2560 BASS WAY COOPER CITY FL 33026 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the 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 congratulations on your new license! DETACH HERE DATE BATCH NUMBER x6779 t T d . `t 'i er ' .sa s-, 6 hap Expiration date: AUG: 31 # ,2012 MIAMI -DADS COUNTY TAX COLLECTOR 140 W. FLA(LER ST, let FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT MIAMI -DADS COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A DILL — DO NOT PAY 574600 -4 RENEWAL. BUSINESS NAME / LOCATION RECEIPT NO 599196-4' KASAS CONSTRUCTION INC STATER CGC1507420 DOING BUS IN DADE CO . FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER KASAS CONSTRUCTION INC' Sec. Type of Business 96 GJKERAL BUILDING CONTRACTOR' THIS IS LY A BUSINESS AX RECEIPT. IT ,DOES . -NOT PERMR THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING - SLAWS: OF THE COUNTY OA CITIES. NOR DOES IT. _ EXEMPT THE HOLDER 'FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS ROT A CERTIFICATION OF THE :HOLDER % - OUALIFICA- PAYMENT RECEIVED. MIAMI -DADE COUNTY TAX COLLECTOR: 09/07/2010 60020000743 000075.00 SEE OTHER SIDE DO NOT FORWARD KASAS CONSTRUCTION INC KAMRAN OKHOVAT PRES 2560 BASSWAY COOPER CITY FL 33026 11111)11111I1X,III11 11111111 111111 111111111II1,IlIII1111'I3III 10- 21-2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEP,, RTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO RE 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: PERSON: FEIN: 10/21/2010 EXPIRATION DATE: 10/20/2012 OKHOVAT 270058198 BUSINESS NAME AND ADDRESS: KASAS CONSTRUCTION INC 2560 BASS WAY HOLLYWOOD FL 33026 SCSPES ciF BUSINESS ; ,R TRADE: 1- PAINTING 3- CERTIFIED GENERAL CONTRACTOR KAMRAN 2- RENOVATIONS /RESTORATION 4- DRYWALL IMPORTANT: 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 not recover benefits or compensation under this chapter. Pursuant 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 notice of election to be exempt. Pursuant to Chapter 440.05(15), 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 meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure 01 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 -06 PLEASE CUT OUT THiE 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: 10/21/2010 EXPIRATION DATE: 10/20/2012 PERSON: KAMRAN OKHOVAT FEIN: 270068188 BUSINESS NAME AND ADDRESS: KASAS CONSTRUCTION INC 2560 BASS WAY HOLLYWOOD, FL 33026 SCOPE OF BUSINESS OR TRADE: 1- PAINTING 2- RENOVATIONS /RESTORATION 3- CERTIFIED GENERAL CONTRACTOR 4- DRYWALL F I,fPORTANT 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 L under this section may not recover benefits or compensation under 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 E the notice of election to be exempt. R 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 meets the requirements of this section for 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. QUESTIONS? (850) 413-1609 * Carry bottom portion CUT HERE n the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 ACORD CERTIFICATE OF LIABILITY OP ID YL INSURANCE KASAS-1 DATE (MWDD/YYTY) 06/15/11 TYPE OF INSURANCE PRODUCER Insurance Marketers, Inc . 2600 Douglas Road Suite 712 Coral Gables FL 33134 Phone:305- 442 -9507 Fax:305- 447 -8527 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED KASAS CONSTRUCTION INC. 45 Valencia Avenue Coral Gables FL 33134 INSURER A: mid- Continent Casualty company 23418 INSURER B: 04GL829401 INSURER C: 05/04/12 INSURER D: $ 1000000 INSURER E: • PREMISES(Eaoccurence) COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD 'L INSRD TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE DATE (MMIDD/YY) POUCYEXPIRATION DATE (MM/DD/YY) LIMBS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 04GL829401 05/04/11 05/04/12 EACH OCCURRENCE $ 1000000 X PREMISES(Eaoccurence) $ 100000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ EXCLUDED PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEM_ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2000000 X POUCY JECT LOC AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accdent) PROPERTY DAMAGE (Per acddent) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 7 OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Ifyes describe under SPECIAL PROVISIONS below ITORY L M S I I OER EL. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POUCY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Coverages are subject to the terms, conditions,deductibles and exclusions as show on the policy. 10* Days notice of cancellation for non payment of premium. CERTIFICATE HOLDER CANCELLATION CITYMSR City of Miami Shore 10050 N.E. 2 Avenue Miami Shore FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ENTATIVE ACORD 25 (2001/08) © ACORD CORPORATION 1988 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: l 1 ----r t .I 10 DATE: Ce, IfD_I-4 1, ilaSock, o '4 /ii /r :Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Ulf Address: IC N 92- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: CA-- RESUBMITTED DATE: PERMIT CLERK INITIAL: 1111111 11111 11111 Hill 111111111111111 11111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of. Commencement: 1. Legal description of property and street address: /51 f [,t ' 9(' 4_31- 2. Description of improvement: CFN 201 1R04-151 e 6 DR Bk 27733 Ps 1410 (1t3a) RECORDED 06/24/2011 2011 12:47 :23 HARVEY RUVIF1r CLERK OF COURT MIAMI-DADE COUHT'f r FLORIDA LAST PAGE Interest in property: Name and address of fee simple titleholder: 8q y y 9 k4 416 y--/-1 )2G7. 4. Contractor's name and address: C(, /6 N / 4. / !�' l 'Ai C" D 4.1 S A ∎e r- ,, f C s ?3 0 l a C 0 w . S. Surety: (Payment bond required by owner from contractor, if any) 4 B ` R.� a rr 6° v i; �, is `�:� CP 3rd 9 F t) STATE CF CIF .. # : is : two GL `fir w 1 IC Name and address: Amount of bond: $ 6. Lender's name and address: original rir J [V__— SS r HARVEY Ct 7. Persons within the State of Florida designated by Owner upon whom no ces or o (1) (a) 7., Florida Statutes: ed / o ,AJ / 4. % ( i /J� W S Name and address: tCe r documents may be served as provided by Section 713.13 6/6 8in addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of _ ommencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name P4.47 e,j, r; 4Q 7, Prepared by: 6 /1I /k% //U(�t".f Sworn to and subscribed before me this 4 day of 020 // Notary Public Print Notary's Name My Commission Expires: Address: 6 /Q� 6 c,,) ) , o� p pf. h F/ J r7o /to Form 104 Permit No: 11 -1110 Job Name: June 23, 2011 Miami Shores Vivage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Wind load design pressures must be from a licensed Architect or Engineer. Plan reviety is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 t 4 n 4 , 00 10. Ailt G 1--y ©F tiwl m; / r e- • • • • • • • • 0410 • • • •• •••0 • • • • • • • • • • • 00 00 MECAWind Version 2.4.3.4 per Agd11.7g19.66 :': ' Developed by MECA Enterprises, Inc. Copyright 2011 www.mecaentetpriSttgcol ••• ••• Date : 4/21/2011 Company Name : Address • City • State File Location: F: \MECAWind \731 Tibidabo ave.wnd Project No. Designed By . Description . Customer Name : Proj Location : Detailed Wind Load Design(Method 2) per ASCE 7 -05 Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.15 Kd Directional Factor = 0.85 Alpha = 9.50 At = 0.11 Am - 0.15 Cc = 0.20 Epsilon = 0.20 Slope of Roof = 0.01 : 12 Ht: Mean Roof Ht = 11.00 ft RHt: Ridge Ht = 13.00 ft OH: Roof Overhang at Eave= .00 ft Bldg Length Along Ridge = 80.00 ft Zg Bt Bm 1 Zmin = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft Slope of Roof(Theta) = 0.07 Deg Type of Roof = Gabled Eht: Eave Height = 9.00 ft Roof Area = 522480 ft ^2 Bldg Width Across Ridge= 6531.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.47 0.65 Gust Factor Summary Not a Flexible Structure use the. Lessor of Gustl or Gust2 = 0.65 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 -Force Resisting Systems(Method 2) i • • • • • • • • • ••• • • • • • • • • • • • • • MECAWind Version 2.0.3.0 ASC!•17P5 • • • • • • •• • • • • • • • • • • • • • • Developed by MECA Enterprises, Inc. Copyright 2011 www.mecaente'rprieps. c87' .;. ... Date : 4/21/2011 Project No. Company Name : Designed By . Address Description . City Customer Name : State Proj Location : File Location: F: \MECAWind \731 Tibidabo ave.wnd 3' L 2 2 31- 2 i3 2 2 Gable Roof 0 {= 7 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf Zone 1, 10 5.00 2.00 10.00 1 0.300 -1.000 21.735 - 53.431 Zone 2, 10 5.00 2.00 10.00 2 1.000 -1.800 53.431 - 89.655 Zone 3, 10 5.00 2.00 10.00 3 0.300 -1.800 21.735 - 89.655 Zone 4, 10 5.00 2.00 10.00 4 0.900 -0.990 48.903 - 52.978 Zone 5, 10 5.00 2.00 10.00 5 0.900 -1.260 48.903 - 65.204 Zone 1, 20 5.00 4.00 20.00 1 0.270 -0.970 20.372 - 52.068 Zone 2, 20 5.00 4.00 20.00 2 0.947 -1.589 51.024 - 80.114 Zone3, 20 5.00 4.00 20.00 3 0.270 -1.589 20.372 - 80.114 Zone 4, 20 5.00 4.00 20.00 4 0.852 -0.942 46.736 - 50.812 Zone5, 20 5.00 4.00 20.00 5 0.852 -1.164 46.736 - 60.871 Zone 1, 40 10.00 4.00 40.00 1 0.240 -0.940 19.008 - 50.705 Zone 2, 40 10.00 4.00 40.00 2 0.894 -1.379 48.617 - 70.572 Zone 3, 40 10.00 4.00 40.00 3 0.240 -1.379 19.008 - 70.572 Zone 4, 40 10.00 4.00 40.00 4 0.804 -0.894 44.570 - 48.645 Zone 5, 40 10.00 4.00 40.00 5 0.804 -1.069 44.570 - 56.538 Zone 1, 60 10.00 6.00 60.00 1 0.222 -0.922 18.211 - 49.907 Zone 2, 60 10.00 6.00 60.00 2 0.863 -1.255 47.208 - 64.991 Zone 3, 60 10.00 6.00 60.00 3 0.222 -1.255 18.211 - 64.991 Zone 4, 60 10.00 6.00 60.00 4 0.776 -0.866 43.303 - 47.378 Zone 5, 60 10.00 6.00 60.00 5 0.776 -1.013 43.303 - 54.003 Zone 1, 80 20.00 4.00 80.00 1 0.210 -0.910 17.645 - 49.342 Zone 2, 80 20.00 4.00 80.00 2 0.841 -1.168 46.209 - 61.031 Zone 3, 80 20.00 4.00 80.00 3 0.210 -1.168 17.645 - 61.031 Zone 4, 80 20.00 4.00 80.00 4 0.756 -0.846 42.403 - 46.479 Zone 5, 80 20.00 4.00 80.00 5 0.756 -0.973 42.403 - 52.205 Zone 1, 100 25.00 4.00 100.00 1 0.200 -0.900 17.207 - 48.903 Zone 1, 100 25.00 4.00 100.00 2 0.823 -1.100 45.434 - 57.959 Zone 1, 100 25.00 4.00 100.00 3 0.200 -1.100 17.207 - 57.959 • P n Zone 1, 100 Zone 1, 100 25.00 4.00 100.00 4 25.00 4.00 100.00 5 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd Qp: Pressure at top of Parapet • • • • • • • • • • • • • • • • s • • • 0.741 -0.83 : •410.701 01,0-4.01:1 •: 0.741 -0.942 ••1.106 ::50.8 0 • ••• • ••• ••• = 0.85 = 45.28 psf = 45.28 psf Parapets Components & Cladding (Para 6.5.12.4.4) Parapet Case A Negative Roof Pressures Applied to Back of Parapet (Figs 6 -11 through 6- 17) Description GCp GCpi Pressure psf Solid (GCPi =0) Solid (GCPi =0) Positive Wall Description - Roof Edge Zone 2 -1.80 .00 -81.50 - Roof Corner Zone 3 -1.80 .00 -81.50 Pressures Applied to front of Parapet per Fig 6 -11A GCp GCpi Pressure psf Solid (GCPi =0) - Walls Zone 4 & 5 0.90 .00 40.75 Case A: Total Force on Parapet - Edge (Wall Zone 4 + Roof Zone 2) = 122.26 psf Case A: Total Force on Parapet - Corner (Wall Zone 5 + Roof Zone 3) = 122.26 psf Parapet Case B Positive Wall Pressures Applied to Back of Parapet per Fig 6 -11A Description GCp GCpi Pressure psf Solid (GCPi =0) - Walls Zones 4 & 5 0.90 .00 40.75 Negative Wall Pressures Applied to Front of Parapet per Fig 6 -11A Description GCp GCpi Pressure psf Solid (GCPi =0) - Wall Zone 4 Solid (GCPi =0) - Wall Zone 5 -0.99 .00 -44.83 -1.26 .00 -57.05 Case B: Total Force on Parapet - Edge Zone 4 (Back + Front) = 85.58 psf Case B: Total Force on Parapet - Corner Zone 5 (Back + Front) = 97.81 psf t tJl 13' - 0 7' -0' 3' -8° it 111 -S" Oa 3' -r 0 / m z ►� '%J M c. 0 1 z 4' -9° ff co 0 O g w 0 12' -0' hi \ ja Autodesk`Revit www.autodesk.com /revit • 0 111 -70 0 i 1 9u FLOOR PLAN Project number Date Dra'sn by Author Checked by Checker A- Scats: 1140= 1-0" 2/9/2011 7:22:55 PM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC, 8130 N.W. 74TH Ave., Miami, FL 33166 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 1800 Outswing Aluminum French Door w /Sidelites — L.M.T. APPROVAL DOCUMENT: Drawing No. W01 -64, titled "Series 1800 Aluminum French Door w /Sidelites (L.M.I..) ", sheets 1 through 15 of 15, prepared by Al Farooq Corp., dated 09/17/01 with revision E dated 02/03/09, signed and sealed by Arshad Vigar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass Type "C' has been rescinded from this NOA 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 comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 06- 1229.03 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 Fitz A. Harris, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode MIAMI•DADE COUNTY APPROVED NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No WO1 -64, titled "Series 1800 Alum French Door w /Sidelites ", sheets 1 through 15 of 15 prepared by Al- Farooq Corporation, dated 9/17/01 with revision E dated 2/03/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per PBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French Door, prepared by Fenestration Testing Laboratory ,Inc., Test Report No. FTL -2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03- 0805.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94, 2) Cyclic Wind Pressure Test per FBC, TAS 203- 94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA Test#06- 1229.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5675, dated 9/17/2008, signed and sealed by Carlos S. Rionda, P.E.. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 2/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02/04 `y s. 4 Fitz A. Harris, F.E. Product Control Examiner NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval Date: May 13, 2009 E -1 AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate" dated 12/27/07, expiring on 12/16/2012. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of "No financial interest ", dated 5/07/2009, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of conformance with the 2007 Florida Building Code dated 5/07/2009 signed and sealed by Arshad Vigar, P. E. 3. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. Notice of Acceptance # 06- 1229.03 issued to Yale Ogron Manufacturing Co., Inc. for their Series 1800 Outswing Aluminum French Door w /Sidelites — Impact approved on 2/21/2007 and expiring on January 03, 2012. 2. Test proposal dated 01/13/05 approved by BCCO E -2 Fitz A. Harris, P.E. Product Control Examiner NOA No. 09- 0316.05 Expiration Date: January 3, 2012 Approval. Date: May 13, 2009 sheet 1 of 15) 3 SERIES 1800 ALUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 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 5 USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6 3/4" MAX HEAD /SILL CORNERS 37 1/2° MAX. FRAME WIDTH Z . \ m r LEAF HEIGHT 83" MAX. - -- /I'\ x /'- o O / \ \ 1I li_ / II _H___ \II B / n / / i y ;o _ / � \ \ 1 N 1 \ ■ \ \ 1 h. Q° Iry1 I \ 23 7/8° MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR 6 3/4" MAX. HEAD /SILL CORNERS 3- 71 3/4° MAX. FRAME WIDTH 12° 3" 23 7/8° MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( xx ) DUAL LEAF DOOR DOOR OPTIONS aatT '8 GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDEUTE) = FRAME HEIGHT - 13" O.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625° D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 24 1/2 DOORS /SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. (SHUTTERS ARE NOT REQUIRED. 1 Engr. ARSRAII VI0AR CIVIL FLA. PE # 38883 C.A.N. 3538 kAY 07 2009 PRODUCTRBVISBD ag Code odew� Ute Pla IAa Ae.No onDate �p -yn7g utm1aConm,1 Diviston J SERIES 1800 ALUM FRENCH DOOR W/ SIDEUTES (L.M.L) b 1 8 d 6- X a "Lu, drawing no. W01 -64' /I'\ / �r \ _1∎_ / \_L__ 2 / I ∎ 11 \ / II = 11 \ m e I I. . \ / N \ II / \ I Q ® II / \ I I7/ I \ ri / 2i I 23 7/8° MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( xx ) DUAL LEAF DOOR DOOR OPTIONS aatT '8 GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDEUTE) = FRAME HEIGHT - 13" O.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625° D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 24 1/2 DOORS /SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. (SHUTTERS ARE NOT REQUIRED. 1 Engr. ARSRAII VI0AR CIVIL FLA. PE # 38883 C.A.N. 3538 kAY 07 2009 PRODUCTRBVISBD ag Code odew� Ute Pla IAa Ae.No onDate �p -yn7g utm1aConm,1 Diviston J SERIES 1800 ALUM FRENCH DOOR W/ SIDEUTES (L.M.L) b 1 8 d 6- X a "Lu, drawing no. W01 -64' 6 3/4" MAX. HEAD /SILL CORNERS FRAME WIDTH 12" MAX. HEAD /SILL (F 3" 12" 3° — //��'�� — tl I; 27 f 1 II II u I I U` - — 3' J - O I ' 1 23 7/8" D.L. OPG. 34" LEAF WIDTH 1 LI_ II If 1 23 7/5" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( oxxo ) WITH PANEL SIDELITES 12" 3" SURFACE APPLIED FALSE MUNTINS MAY BE USED FRAME WIDTH 3" MAX. HEAD /SILL CORNERS SIDELITE OPTIONS TYPICAL ELEVATION ( oxxo ) WITH DIRECT SET SIDELITES Eng, AR5HA0 ■1GAR CIW FLA. PE II 38863 C.A.N. 3538 MAY 0 7 2009 ISIO UCI"REVISED 1114wIthtbzI■bnida ND 9- OS/6.05 I DID- O$-20/ Dion Produce Control U �1 � a ♦ R11 l I a 0 SERIES 1800 ALUM FRENCH DOOR W/ SIDEL1TES 0 d re 5 a c N fv 0 O [Dole: oe —n —m - -1 drowing no. W01 -64 (sheet 2 of 15 - 12" 3. _. OI l - 3 3. 1 -12 °.. 3' Ala I I 1I I I-I - ,/ _ • L I r K/ \ / ti / II / 2 / ii E / I / ;� 1.1' Y 0 \ 11 II \ u r, \ II ,w "\ I \ olII I I I \ ®: , \ \ G / I1 \ \ IL k ii\ \ I;• \ 7 iv II , / - II / I d J / ' - I / I \ / - ` - 9- • I I L „ I I I 3" MAX. HEAD /SILL CORNERS SIDELITE OPTIONS TYPICAL ELEVATION ( oxxo ) WITH DIRECT SET SIDELITES Eng, AR5HA0 ■1GAR CIW FLA. PE II 38863 C.A.N. 3538 MAY 0 7 2009 ISIO UCI"REVISED 1114wIthtbzI■bnida ND 9- OS/6.05 I DID- O$-20/ Dion Produce Control U �1 � a ♦ R11 l I a 0 SERIES 1800 ALUM FRENCH DOOR W/ SIDEL1TES 0 d re 5 a c N fv 0 O [Dole: oe —n —m - -1 drowing no. W01 -64 (sheet 2 of 15 SILICONE GE 2800 1/8" ANN. GLASS .090 PVO INTERLAYER SAFLEX IIIG BY 'SOLUTW' .092" ALUM PANEL 1 /8' ANN. GLASS 5/8" THK. PLYWOOD SILICONE .092" ALUM PANEL GE 2600 WINDOW DOOR GLAZING DETAILS #10 X 1" PH SMS AT 6" FROM ENDS AND 18" 0.C. MAX. 39 1/2" MAX. FRAME WIDTH 6" MAX. HEAD /SILL CORNERS TYPICAL El EVATION ( X ) SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WDW. INSERT WINDOW INSERT OPTION Eno, ARSHA0 V10AR CML FLA. PE 8 38863 C.A.N. 3538 \/1 MAY ®7 2D09 U IRODUCTREvisED eanplymg with i11e Fiorida !HAMM_ Code 411181 40sNo o /6.p5 Date ho control Diviskm z P. 0� Q E tea 8 0,71 m r O 4 C3 O 0 LL Q Q aa8ppt A • W p LL Q 3 m „:012r; SERIES 1800 ALUM FRENCH DOOR W/ SEEMS O c 0 a oa -o O • L lL drawing no. WO1 -64 sheet 3 of 15 SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 'A', D' OR 'D' En. ( +) INT.) -) 31 1/2 79 3/4 65.0 65.0 37 1/2 65.0 65.0 31 1/2 83 3/4 65.0 65.0 37 1/2 65.0 65.0 31 1/2 95 3/4 65.0 65.0 37 1/2 65.0 65.0 DOOR WIDTH / / ( X ) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES • DOOR WIDTH INCHES GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A'. '9' OR 'D' INCHES INCHES EXT.(*) INT.( -) 60 - 79 65.0 65.0 __.. 72__, . 3/4 L 65.0_ _65.0... 60 65.0 65.0 65.0 72 83 3/4 65.0 65.0 60 3/4 65.0 65.0 72 gs 65.0 65.0 DOOR WIDTH ( /\ V ( 55 ) SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES • DOOR WIDTH INCHES 5/5" PLYWOOD FRAME WIOTH FRAME HEIGHT .092" ALUM PANEL INCHES INCHES EXT.(+) W.( -) 31 1/2 83 3/4 65.0 65.0 39 1/2 35 65.0 65.0 DOOR WIDTH FRAME HEIGHT / STATIONARY PANEL (0) OR DOORS WFFH SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES • DOOR WIDTH INCHES PANEL SIDELITE WIDTH INCH65 DIRECT SET SIDELITE WIDTH INCHES GLASS TYPES .8.. 6' OR 'D' EXT. ( +) NT. ( -) ,/ :j. j. 30 18 65.0 65.0 31 1/2 ( %) 35 18 65.0 65.0 65.0 65.0 \ 60 (XX) 42 18 65.0 65.0 / 48 18 79 3/4 / 54 18 65.0 65.0 \ 30 18 65.0 65.0 37 1/2 (6) 36 18 65.0 65.0 72 (X0) 42 15 65.0 65.0 48 18 65.0 65.0 30 18 65.0 65.0 31 1/2 (0) 36 18 65.0 65.0 60 (xX) 42 18 65.0 65.0 83 3/4 48 18 65.0 65.0 30 18 65.0 65.0 37 1/2 (%) 36 18 65.0 65.0 72 (xx) 42 18 65.0 65.0 30 18 65.0 65.0 31 1/2 (X) 36 18 65.0 65.0 95 3/4 60 (00) 42 18 65.0 65.0 37 1/2 (X) 30 15 65.0 65.0 72 (XX) 36 18 65.0 65.0 DIRECT SET SIDELITE WIDTH DOOR WIDTH (X) OR (XX) x 2 _SIDELITE W. x 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DOOR W. SIDEUTE W. 000R W. ( xo ) ( ox ) / / / / / / / ,/ :j. j. / \ (/ i• / \ / \ / \ \ \ \ \ / 000R W. ( xo ) ( ox ) ( oxx ) ( xxo ) PANEL SIDELITE WIDTH DOOR WIDTH (X) PANEL SIDELITE WIDTH DOOR WIDTH (XX) SIDELIT W. ( 0 ) SIDEUTE W. 000R W. SIDELITE W. / / / \ \ \ \� / (/ i• / / \ / \ / \ \ / \ / \ / V ( oxx ) ( xxo ) PANEL SIDELITE WIDTH DOOR WIDTH (X) PANEL SIDELITE WIDTH DOOR WIDTH (XX) SIDELIT W. ( 0 ) SIDEUTE W. 000R W. SIDELITE W. 510EUTE w. DOOR W. v Engn ARSHAD 90AR CIVIL FLA. FE d 38883 0A.N. 3038 MAY o 7 2009 &S EI=REVISED &W��.�..d.,g ,�N�1C. od with the Florida e.No o3/L• EtookationDaw n�wa a U 3 6 s bi O 5 B 5 8 8 5 8 8 01 0 d ,0 drawing no. 1 WO1 -64J sheet 4 of 15 / / / / ,/ \ \ \ \ 510EUTE w. DOOR W. v Engn ARSHAD 90AR CIVIL FLA. FE d 38883 0A.N. 3038 MAY o 7 2009 &S EI=REVISED &W��.�..d.,g ,�N�1C. od with the Florida e.No o3/L• EtookationDaw n�wa a U 3 6 s bi O 5 B 5 8 8 5 8 8 01 0 d ,0 drawing no. 1 WO1 -64J sheet 4 of 15 1/8" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX MG BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS 110 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" 0.C. TYPICAL GLASS TYPE 'A' 1/8' HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF -GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' 015" URETHANE AOHESNE 1/8" HEAT STREN'O GLASS SILICONE GLAZING DETAIL AT DIRECT SET SIDELITE GLASS TYPE 'B' GLAZING OPTIONS 3/16" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX MG BY 'SOLUTIA' 1/2' HEX STEEL TIP THRESHOLD BOLT 3/16" HEAT STREW° GLASS GLASS TYPE 'D' HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2" LONG WITH 5/16" STAINLESS STEEL R00 AT EACH LEAF JAMB STILE ONE EACH AT 10 -5/8" FROM TOP & BOTTOM AND ONE AT MIOSPAN LOCKS: OPTION Al STANDARD STEEL DEAD BOLT LOCK BY KWIKSET /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENCAGEO DURING PERIODS OF HURRICANE WARNING) OPTION k7 3 POINT LOCK SYSTEM BY 'G -U HARDWARE INC: WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN- ACTIVE LEAF LOCK STILE. YE -824 GLAZING ADAPTER OPTIONS Enyr. ARSHAO VIOAR CIVIL FLA. PE !? 38663 C.A.N. 3.5338 WIAY 0 7 2009 PRODUCT REVISED with the Plcniu d&g complying a Amex-axe.No -09/ •05 beta _tea BY • DivisionDad 1`mdua Centf62 SERIES 1800 ALUM FRENCH DOOR W/ SIDELITES (L.M.L) 1.54. N 3 g 16 1) REV. PER BCC° CDM 3 d 0 O c S 6 drawing no. WO1 -64 (sheet 5 of 15 3/4" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY 10000 BUCK g IN TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. TAPCON BY 'ITW' OR 1/4" DIA. ULTRACQN BY 'ELCO' (Fu =I 77 491, Fy =155 KSI) 1w INTO 26Y WOOD BUCKS OR 10000 STRUCTURES Y. 1 -1/2" MIN. PENETRATION INTO WOOD N THRU 1BY BUCKS INTO CONC. OR MASONRY v=i 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY `7. • ING Z Q E cc. Q vo Q tL QO o erg o to i 3 LL N J r.41 ,j 461E g H14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES 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) #12 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE re = 3000 PSI MIN. MASONRY f'm 1500 P51 MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. 0 Q s 5 A S9 Pi ALTERNATE ALTERNATE E�gr. AR5HA0 MAR CIVIL FLA. PE # 38863 CAN. 3538 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OPERATING UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MAY 07 2009 PRODUCPREVISED assomplying ��gCeee thtbeE7mide Ne onatey- 03-aon Mean� Do11 rralnct Control Division sheet 6 of 15 1 /4" MAX. STRUC TYPICAL AN SEE FOR SP 1 /4• MAX. SHIM IETAL URE ELEV. ACING ACING ._- 0 SHIM .~ a AZ WO I. I - i , �.� ��- 1 yJ I .E I 1 .74! -y3'fo ill I __ 4 i° ;MI l �Lr._ �.:: _ ° _ - 1 � � " ' t ice 23 ® ____- 0 to D.L. OPG. © EXTERIOR ----------- LEAF WIDTH ----------- FRAME WIDTH 29 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 28Y WOOD /BUCK 0000 SFkUCTURE OPERATING UNITS ACTIVE LEAF INACTIVE LEAF 3 POINT LOCK SYSTEM 3 POINT LOCK ON ACTIVE LEAF OPTION Engr. ARSHA0 %OAR CIVIL FLA PE # 38803 CA.N. 3538 vim, 0 7 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCrREV.ISED ess 1gc8gwiththeElwida Ica Noo7-oB/6.OS BByyDxe�� Dad ProductConhg1 (13y.0 r` c0 m ZJ 0 .2 n ty 4 , T Ff. V r J N G >: o a o� °w J Q ao� o Q 0 4 tlote: 09_17_0 , drowing no. wo1 -64J sheet 7 of 15 J TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING F4' W ti II I W 1-9 r ■ #10 X 3/4" PH 5MS AT 4 -3/4" FROM ENDS AND 14" 0.C. MAX. SILICONE SILICONE o r TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNITS 1/4" PANEL SIDELITE INSTALLATION DETAILS $10 X 3/4" PH 5045 AT 4 -3/4" FROM ENDS AND 14" O.C. MAX. TYPICAL SILICONE #10 X 3/4" PH SM5 AT 4 -3/4" FROM ENDS AND 14" D.C. MAX. SCREWS NOT RE00. FOR SIDELITE /ODOR JAMB CONNECTION TYPICAL ANCHORS SEE ELEV. FOR SPACING a, SILICONE ALTERNATE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FRAME WIDTH 0 DOOR WIDTH Eng, ARSHAO WAR CIVIL FLA. PE 8 38863 C.A.NN.. .33538 SAY 0 7 2009 EXTERIOR J ODUCtREVISED as emngsins alga* Cede with the i'torida EVInglan Ampteuca tortand yKDetO/(— LIp -cZOpn p_JrO�g6 Friucr Contra; SERIES 1800 ALUM FRENCH DOOR W/ SIDELITES (LAW S 0 Q t ti 5 P drawing no. WO1 -64 sheet 8 of 15) TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING O k W GLAZING CHANNEL OPTIONAL • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS 1/4" MAX. SHIM • O DIRECT SET SIDELITE INSTALLATION DETAILS SCREWS NOT REGD. FOR SIDELITE /DOOR JAMB CONNECTION TYPICAL ANCHORS SEE ELEV. FOR SPACING a, D.L. OPG. DOOR WIDTH FRAME WIDTH Engn ARSHAD VIDAR CIVIL FLA PE A 38863 CA.N. 3338 MAY 07 2009 PRODUCTREVisw 0 Florida No aRO3i6•o5 tOnlbBO –os ProeLkt Control S A O 0 y 0 C ° S'. I I of E drawing no. W01 -64, sheet 9 of 15) 4,000 1.492 .070 2.117 1.240 .750 0 DOOR FRAME HEAD .250 ,,J PRESSURE PLATE r-1.594 -y I_.375 .062 I -1.494 --I 0 SNAP CAP X12 GLAZING CHANNEL .973 .050- •il-•- 73 EXT. GLAZING LEG .513 1.21I17 .653 .513 -1 1.514 14 - 1.087 INT. GLAZING LEG .973 -i .050 "-1.704 --_{ (5) #10 -24 X 1/2" FH MS STAINLESS STEEL (THREAD CUTTING) ® TOP /BOTTOM RAIL 2.124 YH -650 HINGE ASSEMBLY 4.282 0 HINGE STILE 4.151 070 4.871-- - ® LOCK STILE SIDELITE FRAME ITEM PART REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 YE -832 1 DOOR FRAME HEAD /JAMB 6063 -16 - 2 YE -810 1 5TD. THRESHOLD 6063 -16 - 2A YE -1820 1 HI RISE THRESHOLD 6063 -16 - 29 YE -840 i OPTIONAL THRESHOLD 6063 -16 - 5 YH -809 AS RE00. SIDELITE FRAME 6063 -76 - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6063 -T6 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063 -1 5 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063 -T5 - 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063 -T5 - 9 YE -806 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -T5 - 10 YE -816 AS REQD. COVER PLATE 6063 -T5 - 12 YE -824 4/ LEAF GLAZING CHANNEL - - 13 YE -835 AS REOD. EXTERIOR GLAZING LEG 6063 -15 - 14 YE -833 AS RE00. INTERIOR GLAZING LEG 6063 -15 - 16 YH -4004 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 YH -622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLASTIC 19 18 -615 1 LOCK SET BY HARLOC OR WESTLOCK - - 20 YH -610 AS RE00. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH -650 3/ LEAF BUTT HINGES. AT 10 -5/8" FROM ENDS & MIDSPAN ALUMINUM WITH S5 PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6063 -15 2 -1/2" LONG 23 YH -630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 711-618 2/ LEAF 3/8 " -16 HEX FLANGE NUT STEEL - 25 Y1-1-641 AS REQD. INSTALLATION SCREW HOLE CAP PLASTIC - 26 YE -842 2/ LEAF FLUSH BOLT GUIDE. 1 -1/2" LONG) 6063 -16 - 27 Y1-I -656 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE ST. STEEL - 28 YH -681 1 PROTECTIVE BOX NYLON - 29 11-I -616 1 PASSAGE LEVER SET ASSEMBLY (MODEL 101 -PL) - YALE 30 YH -617 1 DEADBOLT ASSEMBLY (MODEL 820 -SGL. CYL.) - - 31 YH -816 AS RE00. INSTALLATION SCREW COVER STRIP 6063 -76 - 32 YH -808 AS REQD. SIDELITE FRAME MULLION 6063 -15 - �\ 4.862 �J LOCK STILE (FOR 3 POINT LOCK OPTION) 0 STD. THRESHOLD 1 .500 �I .078 4.000 0 HI -RISETHRESHOLD 1.9901 )_.110 1_2.115 F.110 1.500 .500 V.I .078 -4.500 0 OPTIONAL THRESHOLD Engr: ARSHAO V10AR CIVIL FL A. PE # 38863 C.A.N. 3538 MAY 0 7 2009 PRODUCT REVISED as 9uildin Code with Ma Florida Acceptance No 09-- 09/6•06 EsyinnionDatet 03 -00/2 Division z F' m E H CO re C LL O8 M Q'fiv o c6QD Q W - N 0 O 0 Q B 5 1 5 5 rc O 0 c S drawing no. W01 -64 sheet 10 of 15 3/8" DIA. STEEL - THREADED ROD FULL LENGTH PRESSURE PLATE 2 -1/2' LONG 3/8" NUT AT EACH END OF ROD FRAME UPPER CORNER DOOR LEAF CORNER (3) #IQ x 1" SMs FRAME LOWER CORNER PRODUCT REVISED @Codedro Florida DAM% AiXeptinoe Flo -4,4%05 DateL3_ Product Hg�xy� .• jjControl ivision STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) 18-24 a 1/2' FH. UNDERCUT SM5. COYER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP 2' LONG ALUM. FLUSHBOLT GUIDE. ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. (2) 110 -24 PONT 8 UNDERCUT, 58. 85 FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY TOP FLUSHBOLT ASSEMBLY (2) 110 -24 POINT BY UNDERCUT. FH. MS 1 -1/2" LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP AND BOTTOM (SHOWN) COYER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) 18 -24 . 1/2' FH. UNDERCUT SUS. BOTTOM FLUSHBOLT ASSEMBLY Engr. ARSHAD V10AR CIYL FLA FE 1 38883 CAN. 3538 MAY 0 7 2009 FAX (305) 883 -7309 PRODUCTIMASED BnffeaCede ateFtotiBs TheingionDate Division sa'Con of drawing no. WO 1 -64 sheet 12 of 15 3/4" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a U N #10 5MS SEE ELEV. FOR SPACING cs x 0 C1 OPERATING UNITS W/ S.H. WDW. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WEEPHOLES: WI = 1" LONG WEEP NOTCH AT EACH END TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Env: ARSHAO VICAR CAC ALA PE B 38863 CAN. 3538 MAY 0 7 2009 °"a/ac'(RWVISED Cede Florida eqthatioaDatez z, 09 Ma o Prodoat Dont;01 Division tt z O � ab 0° O. re a3 5 0E m oVroo ° d£¢G ° °��� V! Qw ;�m FA a g0 SERIES 1800 ALUM FRENCH DOOR W/ SIDELITES (L.M 6 0 a. V 6y1 e Lp ion 0 2 C drawing no. WO1 -64 (sheet 13 of 15 1/4" MAX. SHIM • TYPICAL ANCHORS SEE ELEV. FOR SPACING C) SHIM SPACE 1 /4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Env.. ARSHA{ CNA RA. PC >( 38863 CAN. 3538 YIOAR MAY 9 7 2009 meenuernvxsED Florida Noo Date roducl Confmt Division [-SERIES 1800 ALUM FRENCH DOOR W/ SIDEUTES (L.M.1.) FAX (305) 883 -1309 drawing no. W01 -64 sheet 14 of 15 • CIA FRAME HEAD �4A FIXED RAIL -"j .999 r fl$- 1. .055 1.625 .812 .5A VENT TOP RAIL ;6A VENT BOTTOM RAIL ® FRAME SILL ()VENT SIDE RAIL 193T .055 2.104 1.179 /Is17 1.292 .812 CD FRAME JAMB S.H. VENT CORNER DETAIL ITEM 9 PART B REED. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 14 YE -169 I FRAME HEAD 6063 -55 - 2A YE -167 1 FRAME SILL 6063 -T5 - 3A YE -102 2 FRAME JAMB 6063 -55 - 4A YE -152 1 FIXED RAIL 6063 -15 - 5A YE -151 1 VENT TOP RAIL 6063 -55 - 6A YE -168 1 VENT BOTTOM RAIL 6063 -T5 - 7A YE -92 2 VENT JAMB 6063 -15 - 8A YB -4 AS RECD. GLAZING BEAD ALUMINUM ROLL FORMED LOA - 2/ VENT BLOCK & TACKLE BALANCE - 11A YII -511 AS RECD. BULB VINYL PVC SINGLE 12A YH -510 AS RECD. BULB VINYL PVC SINGLE 13A TN- 5091 AS RECO. PILE- SCHLEGEL .187 X .250 - FIN SEAL (DOUBLE) 14A YH -504 2/ VENT VENT LATCHES NYLON /CELCON AT 11" FROM ENDS 14AA 75 -515 2/ VENT CAM LOCKS ZAMAK AT 11" FROM ENOS i5A #10 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED. PH SMS 16A Q8 X 1" 2 FIXED RAIL SCREWS CRS CAO PLATED. PH 5M5 174 88 X 1 -1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAO PLATED. PH SM5 18A YH -590 1 REINFORCING BAR (.625 X .312") STEEL - 3/4" WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG S.H. FRAME CORNE DETAIL Engr: i.RSHAO 'MAR CIVIL FLA. PE # 38863 CAN. 3538 my 0 7'1072009 atenVerRISVSIM rieWng With the Florida No pyi6,o5. WM* Divis ion Product Cnt12ro1 COMP— ANL \WO1 —64AWD N O 9 a 0 S seal.: yVS^ „ I• drawing no. WO1 -64 sheet 15 of 15