Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-10-1995
Inspection Number: INSP - 158272 Scheduled Inspection Date: April 12, 2011 Inspector: Bruhn, Norman Owner: MARINELLO, GENEVIEVE Job Address: 600 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BUILDING UNLIMITED Building Department Comments REPLACE 2 FRENCH DOORS WITH IMPACT RESISTANT ALUMINUM FRENCH DOORS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 11, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -11 -10 -1995 Permit Type: Windows /Shutters Inspection Type: t Work Classification: Door ( Replacement Phone Number Parcel Number 1132060172131 Phone: (305)278 -8188 Page 19 of 22 • BUILDING PERMIT APPLICATION 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 FBC 20 Permit Type: BUILDING /D J OWNER: Name (Fee Simple Titleholder): jf (h G�.`5. L itI &;12. d i0E /10 Phone #: Address: Q O0 ' �` Q. Cit M % A Ld6 s s State: pe 1 a Zip: - 5 , 5 ` a Tenant/Lessee Name: Email: JOB ADDRESS: 6700 iJ , E. 10 ( S-rma. -r . City: Miami Shores County: Miami Dade Zip: 3 't 5e Folio/Parcel #: Is the Building Historically Designated: Yes Value of Work for this;Fermit: $ O �� S T of Work: Address Acdteration ❑N Dcription of Work: a 4 Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ Permit No. Master Permit No BIEMEg JAN 0 6 T011 tis- it- (0 °<995 • Phone #: NO Flood Zone: CONTRACTOR: Company Name: , 1 V1 CJ t A ' 1 " Phone #: 3 - 2745 11 Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: 31-F air/ge lace- �.c 1 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ eo 51 " 1111. Bonding Company's Name (if applicable) Bonding Company's Address City 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 wcrr 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. "NAP ING TO OWNER: YOUR F MlLURE 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 commenceme t must be posted at the job site for the first inspection which occurs seven (7) days after the bu'lding permit is issued. In th abs nce of such posted notice, the inspection will not be approved and a reinspectio fee will be charged. NOT .' B * * * * * * * * * * , - . - A s identification and who did take an oath. ALEJANDRA BRITO Notary Public - State of Florida APPROVED BY • :% (Revised 07/1 0 /07)(Revisedb6110 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing ins , wen ' : s ackn wledged before me this day of x eA4,20 /a, by , day of ZC°eel e.✓ , 20 /d by who is personally known to me or who has produced fL Aett' 5 who is personally known to me or who has produced zeJ NOT * * * * * * * * ** * * * * * * * * * * ** * ** * * * * ** * * * * * * * ** ** tor as identification and who did take an oath. Si Y i y IIY _/L f, of q 'ssioi) ALEJANDRA BRITO otary Public - State of Florida Commission # DD 1000541 PU C: * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Zoning Clerk RECEIPT PERMIT it: MO' 1O ) DATE: (b 1 4011 ❑ Contractor ❑ Owner ❑ Architect Pi u set of plans and (oth r) �Y�(�,— ��c%l�l org Address: (ono 101 S RESUBMITTED DATE: A/htler.- 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 : ' ding Departm- • • continue permitting process. Acknow edged by: • PERMIT CLERK IN TIAL: 13 v PERMIT CLERK INITIAL: M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -1995 Job Name: January 11, 2011 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet Revision M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Window exceeds maximum size. If multiple windows will be installed identify the number of windows and the size proposed. Plan review 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. 4 70WA- L ®,oit_Ae7;0a • 7 7 O ALlikt li c>I/4l oo/ Lie,bc i /''4 - J 0e 02®4 Miami Shores Village EJECT TO COMPLIANCE WITH ALL FEDI" IlAL STATE AND COUNTY RULES AND RF {;11I Al IONS 7"'" mom 3 0 /I/.E / ST.C� �T' D D/ JAN 0 6 2011 c.4R /oaer 2 2 0 1 19 1- 7a" ?<g el" 2 -aa" x go" !/w Oro - 07-009, r BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pine's Window Corporation 7191 NW 77 Terrace Medley, 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 willincur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such p duet or material within their jurisdiction. BORA reserves the right to revoke this acceptance,' °if it iaid4ttfiliined 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:f `Aluminum Tube Mullion — L.M APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 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 , If any portion of the NOA is displayed, then it shall be done in its entirety. �3 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 renews NOA # 07- 0322.12 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 Carlos M. Utrera, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildinEcode Expiration Date: March 28, 2012 Approval Date: June 26, 2008 Page 1 Pino's Window :CurP r..ati©n NOTICE OF ACCEPTANCE: 34 EVIDENCE1UBMITTED DRAWINGS I Drawing No M95 -18A, titled "Aluminum Tube Mullions", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared. by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. TESTS: 1. Test reports on I) Uniform Static Air Press T est, Loading per FBC TAS 202 -94 2) Large Missile Impact Test ` -FBC; A 201 94 3) Cyclic Wind Pressure Loading pet' FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Fixed Windows Mulled Together, prepared by :Fenestration TestingLaboratory , Test Report Na FTL 5562, dated 03/29/08, signed; and sealed by .Carlos S. Rionda, P.E. CAI:CULA OOHS 1. Mul clip anchorin calculations, prepared by Al- Farooq Corporation., dated 05/02/08, signed and ...gym ed by Humayoun Farooq, P.E. Anchor •and m ullion calculations,. by Ail - Farooq Corporation., dated 02/24/07, signed and sealed ley: Humayoun Farooq 1 E 'submitted under !VOA # 07 " . QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance issued by A1- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial intetext issued by AI- Farooq Corporation, dated 05/02/08, signed and sealed by Maia'y= Farooq, P.E. 3. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No 07- 0322:12, issued to Pino's Window Corporation, approved on 05/24/07 and expiring on 03/28/08. E -1 arlos M. trera,P.E. Product Control Examiner NOA No. 08- 051430 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 MUUJONS CONTAINING TYPICAL - GLAZING PRODUCTS EDBIZOKALDRAERML SEE WINDOW OR ODOR APPROVL FOR FASTENERS SIZES AND SPACING AI 1 IAUI 1 IONS A063 -T14 MIN INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MWO -DARE COUNTY APPROVED GAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CANNECNON TO MO.LIO! AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT WUJOI SIZE WITH DESIGN RATING MORE THAW DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4. AND ANCHOR GRAPHS ON SH IEn 3. SECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECTRE) W STEP 1 ABOVE, r 2000 .125 ANGLE CUP ( Ts) MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN L$ USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT ANO NON - IMPACT RESISTANT PRODUCTS. Eavn OR. HUMNTYUUN PA1000 STRUCTURES FL4. PE • 16857 c,LFL it L 0 8 2008 — .656 4.656 ..-325 TYP. MULLION CUP (6083-78) (ALT. TO ANGLES) CLIP LENGTHS MUST 92 CUT TO FIT SNUG INTO TUBE MUWONS. .656 RECTANGULAR ALUMINUM TUBE MULLION$ 'USING MULLION PROPERTIES ONLY .125 TYP. MUWON CUP LEGS REMOVED NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REOURE EN1S OF THE REM BUILDING CODE 2004/2007 EDITION INCLUDING HIGH moan* HUMi1W7E 20NE (HYNZ). ALL GIAZINO PATS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WINO LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD SLOG BY OTTERS. MIST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LUSTED. SPACED 655310141401402161.8. SHOWN EMBEDMENT TO BASE MATERIN. SHAD. BE BEYOND WALL GEMMING (STUCCO. TOE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE 514OWN IN THESE DETAILS ARE NOT PART W THIS APPROVAL A LOAD DURATION INCREASE 04 ALLOWABLE STRESS IS USED O DESIGN OF ANCHORS INTO WOOD ONLY. =ERAS INCLUD202 GUT NOT LIMITED TO STED./IETAL SOk9S, THAT COIL INTO CONTACT WITH OTHER DISS MIAR MATERIALS SHALL MEET THE REQNREMEAIIS W 2004 RONDA BLDG. CODE SECTION 2003.8.4. PEODUCEREV $FD ▪ complyinewitheorioddo B ddiBCed+ AN ':,. �i • IC S3ph4o=,!,. f131IP W co sheet 1 of 4 1 5 I drawing no. M95 -18A MMSMMM n M MIMMI MO MIMMagialignIZIMMM ININAMMIMMIUMIM MISMIMMIMMIMIN MIMMILIMMIMMME MMIMMIMMMMIMMIMM MMIMIMIIMMMUSIMM IMMUMMIMMIMMIMMIN MMIMMIMMINIONIMME MOM tit :MMM MiMiMMM Min.' mom minamiltommo MMIMMEMMMMMMM WOMMIMMLYMWAM MMMM UMW MUMKOMEM MMN w UMWM MOMMEMMMM M ®MMUMMMOMMEM MMEMMEMMNIMMM MMIMMEMMEMMEM 3 MEMMEMMMMMMM MOMMMMMOMMMM M EMMEMWMMME MMI4OW MEM M M MM W NNW MMMM MMIMMIN MIN 'OM MIMMIMMIMMir > ►�� MMMINMILIMIMMIMMI MILIMMIMMOMMIMMMI IMMMb MIMMMMIM .��► s M.1.M. mom =Min 111111M3 IHNINERMEMININIMI RUM y � p 7;��.�.�`.. `!1112 1. � d ;A i;A 63111111111191t Now mak 11111111adlaillibM11111 LrnI111l�i1111EM111111 111M1,'1111 INEIMI0E MMIIIMOMMFAMMMil ME NEM 120,111111 WOW ININSUM Hamm Immo', m►9Minit ... ,, mom mumummommummm mmmommummumum MIIMMUMMINUMMIMI MMMEMMWEEMME MEMNEMMIMMEMM IMUMMEMMEM ■ ■M MMIMMEMMEMMEM IMMUNIMIMMIMMORM MMEMMEMEMMOMI ' \ 1 MOM RUMEN M, MMMMMUMMM MMMMMMMMMMM MMMMMMMEIMMM` MSWIMEMMENSMIM 2 ?J .. rRr$1J7AR3' 61 70 ' TDTH - xNCHBs MUL,1~ION$ , R A TED IN THE C ` MAY BE ORI1.T TED Vf4 t�R HORtZ CNiAtLY (IN RPOIA l oNI BTHS ALLOWED) - m m J7 20 ANCHOR TYPE "A" I 1 \m■1m}4!II!11 11► NOME MWMENIME MMIIEMEMIO ■►.■emem.■.. ■■■QOIN■■■.. ■■■■M„M`►. PA 30 40 • 50 60 70 TRIBUTARY WIDTH - INCHES CIA2OC PRODUCT VERTICAL MULLION MATING PRODUCT wi �ANCHORS c TYJre ARCRORS A Ai. 8 oR w2 I RIEW \■\1'1l41TAIPT O m'\n...„ ■ ■ ■ ■■ 1\.,wm . ■.. ■ ■ ■■ ............ MAINMNUMMIEM 'it`i ..a....., „i .,■■■ ■` t & limn,`. • ■ ■`■■■►v■■►■■► ■■W■■E■■■►■■ ■.■"QMOIMME ■■ME■■OR"O PA2 B m B0 20 ,0 -40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A 8 CR c ANCHOR OIA2INO MILLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) wi + 1Y2 2 ANCHORS TYPE "A2" —JIRIL MWLWN ARCHES TO BE INSCRIBED MOE RECTANGLIJ,0 ROPE AMIOMME AC !m J U m to m a MMIMMIIMMLBMIN IIMMENENMEEME 11,"a,,mw ■ ■..■ ► INNEWU.■■.. IUMUMMENIMMIlla nNUN►.E.N■M■■■ \ INIM.N..■■ NLINN► O;i,■■■■ MIMMIMMEMON ■UN� ■,,■, ■ ama. ■■,"QNWEIMO ■■■■e ■■■.a ■■■■WM■■■■► ■■■■EWMM`NE ■■■■■MPARMISM ■■■■■■E\O`N ■ 20 PB 30- 40 50 GO 70 TRIBITARY WIDTH - INCHES ANCHORS TYPE B" 0 Z al tl m V BO ` - 30 Env OR. NUWAYJAJN PROM SIRIW7URE8 M PEI 1859 CA.N. Y938 ANCHORS MAY 0 6 2008 ANCHORS TYPE "C" 40 50 60 70 TRIBUTARY WIDTH - INCHES NOTE; ANY ANCHOR COND►TION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, . SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 00 PRODUcTRBYEED iscaustilipendborlorib BakillOb Amp= ' . lJ 4641411 i JQonbol z u JA 0 W a 0 k 1 8 1 drawing no M95-1 8A z�x t3/ +u f. O D BUCKS NOT BY" PINO'1AINDOWS ST SUSTATN LOADS ,IMPOSED:. V MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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. DESCRIPTIO s eries 40 Aluminum Picture Wind APPROVAL DOCUMENTS i wing No. 08 -005, titled "Series 4000 Impact Picture Window ", sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 0146/08, signgi and sealed by Walter A. Tillit Jr., P.E., beariag the Miami -Dade County Product Control. Revision stamp vi+it the Notice of Acceptance number and expiration date by the Miami -Dade County Product ControFDivisiion. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent Label with the manufacturer's name or logo, city, state 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 05 - 1107.04 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. APPROVED a- MIAMI•DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com 6A No. 08-02 *Oration Date: Date: February 23, 201 Approval Date: April Page 1 Florida Window Systems Corp. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and section: 2. Drawing No. 08 -005, titled giSeeries 4000 Impact Picture Window", sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 01/16/08, signed and sealed by Walter A. Tillit Jr., 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 along with marked -up drawings.* installation diagram of aluminum picture window, prepared by Fenestration Testing Laboiiatory, Inc., Test Report No. ATLSF- 0802.01- 05, dated 09/06/05, signed and sealed by William R. Mehner, P.E. (Submitted under NOA #05 -1107) C. CALCULATIONS 1. Anchor calculation and comparative analysis, prepared by Tilteco Inc., dated 08/10/05, signed and sealed by Walter A. Tillit Jr., P.E. Complies with ASTM E1300 -98 (Submitted under NOA 405 -1107) 2. NOA # 05- 1107.04 D. QUALITY ASSURANCE r r ` .;,. • 1. Miami -Dade county Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of Code Compliance and no financial interest, dated 09/12/05, signed and sealed by Walter A. Tillit Jr., P.E. (Submitted under NOA #05 -1107) G. OTHER '. 1. Letter from the consultant, dated bit 1/06, stating that the product is in compliance with the Florida Building Code (FBC). (Submitted under NOA #05 -1107) 41; ALiseix Mohammed Iqbal Shaikh, P.E. Senior Building Code Compliance Specialist NOA No 08-0204.03 Expiration Date: February 23, 2011 Approval Date: April 03 2008 1.' SERIES 4000 PICTURE' WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR CC}APLUWCE N ,ACCORDANCE. WITH THE 2004",IEDMON OF THE FLORIDA BUILDING CODE, WITH THE 2005. 2006 AND 2007 SUPPLEMENTS. WINDOW MAY BE INSTALLED AT HIGH VELACIIY HURRICANE ZONES. DESIGN WIND LOADS SHALT BE.DETERMINE) AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PA.O., AS TESTED, WERE NOT OVERSTRESSED, 'A $38 INCREASE IN ALLOWABLE .STRESS- FOR WIND LOADS WAS • a USED IN THEIR ANALYSIS. A DURATION FACTOR CO 1.80 WO USED TO VERIFY • FASTENERS IN WOOD, THIS WINDOWS ADEQUACY FOR IMPACT AND CYCUC RESISTANCE HAS REEN VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER FR0T0001.S TAS42O1, TAS TAS -203, PER ATL, LAB REPORT # 0802.01-05 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612'0 THE FLORIDA BUuOING CODE' Z. X111 O. : , ' : 5 11 A 1 61 , �! f y , SHOWN ON SHEZT 8, 4, T H I S : - S APPROVED r � : AIR' /AND ' INfiLTi1A ION. 5. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM` ASSOCIATION 6063 -T5 ALLOY AND TEMPER. WITH Fye 16.0 kai MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 6. AU. SCREWS USED FOR ASSEMBLY CONNECTIONS. (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR .CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN 50018 WITH 50 kal YIELD STRENGTH AND 90 ksl TENSILE STRENGTH. • 7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE WOOD BUCKS MUST BE SOUTHERN PINE, G =0.55. WOOD BUCKS NOT BY FLORIDA WINDOW SYSTEMS CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM T9 THE BUILDING STRUCTURE. cs 8. ANE3:10R 'NQ't SEE SHEET 2 FOR MAXIMUM SPACING. EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY WALL FINISH. (A) : TO EXISTING POURED CONCRETE (Min. Pc = 3 kai). MIN. EDGE DISTANCE = 3 f - 1/4 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT. AS MANUFACTURED BY ELCO T IRON (COMPONENT®), THRU 1" P.T. WOOD BUCK..: •. (B) TO EXISTING A.S.T,M. C -90 CONCRETE BL MALL. MIN. EDGE DISTANCE = 3 . - 1/4 TAPCON ANCHORS W/ 1 1/4° MIN. +EMBEDMEN T. AS MANUFACTURED BY ELCO TEXTRON (COMPONENT ®). THRU 1" P.T. OD'- BUCK. (C) - 11/4 9 T ANCHORS RS W/ 1 1/2 MIN EMBEDMENT. AS MANUFACTURED BY ELCO TEXTRON (COMPONENT()) (0) TO EXISTING ALUMINUM (6083-T5 ALLOY) OR STEEL (Fy =36 kal MIN.). MIN. EDGE DISTANCE = 1 2 - 1/4 ° 4 -14 TEK SCREWS. MIN. 1 1/2' LONG, AS MANUFACTURED BY ITW/BUILDEX (COMPONENT 9A ) 9. PROVIDE 1/e MAX. SHIM SPACE (TYP.). 10. REMAINING COMPONENTS FOR THIS WINDOWS SYSTEM SHALL BE . AS INDICATED ON BILL OF MATERIALS. SHEET 5 OF THIS DRAWING. 11. WINDOWS MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: FLORIDA WINDOW SYSTEMS CORP. MEDLEY. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALAATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED. ON THIS PA.0.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 19 THE CONTRACTOR'S RESPONSIBILITY. (a) THIS PAD. WILL BE CONSIDERED INVALID 1F ALTERED' BY ANY MEANS. (d) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT 4A 1 7 7 ril 0206 now *, • MAXIMUM DESIGN PRESSURE RATING (pet) FOR ALTERNATE SHAPES AS SHOWN A9 OR state am BE DETERMINED BY INSCRIBING PICTURE *ENDOW SHAPE WITHIN SQUARE (o x b) OR RECTANGLE (a r b) AS SHOWN IN DOTTED LINES AND OUTAWNG MAXIMUM DESIGN PRESSURE RATING (pat) FOR THOSE ALTERNATE SHAPES FROM SCHEDULE ON SHEET & FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 4000 IMPACTPICI1JRE WINDOW FLORIDA WINDOW SYSTEMS CORP. 7101 awn TM cm" R. 33Ede MOM t koh -e41b nevi wise -2424 PRODUCTAaV•ISSD ee .`,:':: with the Florid4 r, tt 01 V.'"` tsa�:••ur:+t - Gnaitn`ouLt:o g� 2)/1 1 E• Eani Dad: F:.tiesa C4mjrd >rra 08 -005 anima No SUBSTRATE ANCHOR TYPE HEAD SILL JAMB CONCRETE OR BLOCK 1/40 TAPCON 10 "O.C. STRAIGHT 9 O.C. C uIiVED 10" O.c. 11° O.C. WOOD 1/40 TAPCON 10"O.C. STRAIGHT cr O.C. CURVED 10° O.C. 10 O.C. METAL 1/4 °e TEKS 9° O.C. 9" O.C. 9" O.C. "S "= Max. ANCHOR SPACING (See schedule) CASE I: RECTANGULAR * SCALE: 1/2 " =1' -0 MAXIMUM ANCHOR SPACING SCHEDULE "B "= Max. ANCHOR SPACING (See schedule) CASE II: ROUND TOP * SCALE: 1 /2 " =1 ' -0 TYPICAL EXTERIOR ELEVATIONS * * WINDOW SHAPES SHOWN ARE AS PER PERFORMED. TESTING. SEE NOTE 2 ON SHEET 1 FOR CRITERIA TO FOLLOW FOR QUALIFYING ALTERNATE SHAPES. JAN 17 2008 0x008 70]ECO 01C / IL E C O INC. \ 71W71 rime ! 080818280(0 COMM' ..__� WPL7E®A. IYLIT P.E 1) attic. 8 44187 "S "= Max. ANCHOR SPACING (See schedule) CASE III: EYEBROW * SCALE 1 /2 " =1' -0 16AX. DAY LIGHT OPENING (See schedule on sheet 6 for Max. a and b values). DLO (a) =a- 3.598 (Short side) DLO (b) =b- 3.598" (Long aide) 08 UM= m 4 SHOES 40001MPACTPICTURB WINDOW FLORIDA WINDOW SYSTEMS CORP. 7111 88 77 MIRAQ MEOW. FL 17181 80880 (305)110S-4142S n81431303804-11424 DTI• "SiF� NI So 11/310011 eR as etwsplyiws Building Cate m Date B /I Masa Da& Product Control Divldun FLORIDA BUILDING CODE (Wqh Velocity Hurricane Zone) CRA7N 8711 aE. 1 /18/08 BATE 08 - 005 8RA788 We MEET 208 SCALE: 3/71 CONCRETE OR CONCRETE FLOCK ROTC, 134 P.T. WOOD SUCKS (SEE NOTE 4/1) SECTIONS A-A 1. P.T. WOOD BUCKS (SEE NOTE 4/1) • 1 . S1 s••• POURED CONCRETE OR CONCRETE BLOCK REM 2 x RT. WOOD BUM (SEE NOTE 4/1) JAN 1 7 2908 1/4" Max. SHIM SPACE "a" frame width "a" frame widt SECTIONS B-B SCALE 3/8".1" 2008 TS= WC. / IL ECO \ TOUT TEMP & ENOWDZIONO COMPANY 43 m1WINNAtIMEMTAPAttim . e-mk StscalkaLawa EB-Ofer =TER L. dr. P.E. MOWN U. 44167 POURED CONCRETE OR CONCRETE BLOCK RUA, 1/4" Max. SHIM SPACE P.T. WOOD BUCKS (SEE NOTE 4/1)) PRODUCT REVISED mI1plyirplviellim Eitaida 6,40 A.CM:611CC NO 5 Ol .123 EVOata Miami Dade :WIC= Coated Divssion FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SHRMS 4000 MAC' MIME IVE4DOW FLORIDA WINDOW SYSTEMS CORP. 7151 55 77 TERRACE MEDLEY. II. 33180 RCM Dospios-too FW:(3053105-2414 II& a 1 1P1 1 1 SLS 1 1 WI AO 06-273 1/I a • 1/4" MIN. MENT RPM Rh LE. 1/18/ca CATE 08-005 DRAWING No SHEET 3 Of BILL OF MATERIALS 1TKM DESCRIPTION SIZE & QUANTITY MATERIAL/ MANF. /SUPPLDER/REMARKS ®1 FRAME DIE # 5336 SEE DETAIL SHEET 4 6063 —T5 EXTRUDED ALUMINUM 0 FRAME BACK CUP DIE #5239 SEE DETAIL SHEET 4 6063 —T5 EXTRUDED ALUMINUM 4° LONG ® STRAIGHT SILL, HEAD AND JAMBS. FULL IBIGTH @ CURVOD SILL, HEAD AND JAMBS. LOCATE AT EVERY (9) OR U CHANNEL DIE #5029 SEE DETAIL SHEET 4 6063 —T5 EXTRUDED ALUMINUM GLAZING BEAD ® CORNER ASSEMBLY SCREWS 2 — #8 x 1 1/4 0 EACH 90' CORNER ZINC PLATED PANHEAD SCREWS ® WELDED JOINTS REQ D. AT ROUND AND EYE BROW CONNECTION TO JAMBS HEAD ER4043 ALUMINUM WELDING WIRE SCHNEE MOREHEAD ACRYL —R SM5504 REQ'D. AT ALL JOINTS — — — — — 7 Q GLAZING BUTTONS 1/4 ° 0 HALF SPHERE, CLEAR 3 FROM CORNERS Max. AND 12 O.C. (Max.), AT MID — GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28. CLEAR OB GLASS 1 /4 + .090 INTERLAYER SGP + 1 /4°HS. DUPONT SENTRY GLASS PLUS INTERLAYER W/ NOA #01- 1204.01 Q ANCHORS TO CONCRETE, BLOCK OR WOOD" 1/4 ° 0 F.H. TAPCONS MANUFACTURED BY ELCO TEXTRON. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 ® ANCHORS TO ALUMINUM OR STEEL 1/4 ° 9 F.H. TEK SCREWS MANUFACTURED BY ITW /BUILDEX. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 _ .. BOS11K CHEMCAULK 915 SEAL FRAME TO EXISTING STRUCTURE OR BUCK SEALANT GE SILGLAZE II 2800 CLEAR AT GLASS AND. GLAZING Q_EAD JOINT GLAZING SEALANT GLAZING DETAIL (SECTION) SCALE: i =i • JAN 172000 o 200a UMW 15c. /IIC ECO .NC.` MIT MINN & ENeRassaxa c0MP*NV 8 sr. C mew E8- 0�O00877 n�G Lfo. ` 444157 vRoD ulCTa R wit the Final A444% s �n�%� 3 ny Miami o4ee 3Camd Division FLORIDA BUILDING CODE (BTgh Velocity Hurricane Zone SERBS 40DO REACT' PIC1URB WINDOW FLORIDA WINDOW SYSTEMS CORP. 7191 Na 77 NFDtEr, FL 33188 PHONE: (335)80 -5478 1704( )3O5 -5444 no.. =WNW ant 11 e.. 4Y011®1 au A OLD 07-473 I/14/L1j 4 — r — A TTT OR M Br: ec 1/18/89 DALE 08 -005 DRAWN No BIBl7 4 Of 8 90' CORNER. CONNE ON. wt3.. JAN 17 o10m t07EGC 0c. o ' COMPONENTS 1.499 —1.126 — 0.062 -y N 0.125 • 1.375 0.094 1 a1i -1 -0.094 0.090{ o 1-0.703 L 1.344 I 0.703 - 2.750 0 FRAME DIE # 5336 SCALE 1 " =1 "./ 6063 -T5 ALLOY 031 0.082" -1.280- FRAME BACK CLIP DIE #5239 SCALE 1 " =1" / 6063 -T5 ALLOY 4" LONG STRAIGHT SILL, HEAD AND JAMBS. FULL LENGTH ® CURVED SILL. HEAD AND JAMBS. PRODUCT myna) sis 9 as with the Fiadtm 0.500 - liatiaugc Amapbalm or-ox 0.062 (Typ.)- , D Pmdnel (2)- #E x 1 1/4" d�Jsfon AMC PANHEAD ONLY A EACH S' CORNER 03 U- CHANNEL DIE #5029 SCALE e=1" / 6063 -T5 ALLOY FLORIDA BUILDING, CODE (High Velocity Hurricane Zone) 11111 — NImon ate 1 .. aac*>1 SO Er=M IL 11•1111•11111! f ffi4 1mpAcrPictbREwmoow FLORIDA WINDOW SYSTEMS CORP to lavvo 420 F29)005-0024 c 6Yi RS. 1/16/00 RAIE 08-005 =Ma xa S* 5 Of 6 a b DLO a DLO b W psf + W psf - .51 18' 14402 14.402 70 70 38' 24' 14.4@ x.402 70 70 28.402 30' 14.402 26.402 70 70 44.402 36' 14.402 32.402 70 70 70 42' 14.402 39.402 70 70 70 48' 14.402 44402 70 70 72' 94' 14.402 68.402 70 70 28.402 60' 14.402 56.402 70 70 68.402 86' 14.402 82.402. 70 70 70 72' 14.402 68.402 70 70 18' 78' 14.402 74.402 70 70 108' 84' 14.402 80.402 75 70 88.402 , 90' 14.402 8.402 70 70 10.402 98' 14.402 92102 70 70 70 102' 14.402 98.402 70 70 68.9 108' 14.402 104.401 70 70 144' 114' 14.402 110.402 ' -70.. 1 70 38' 120' 14.402 118.402 1.30 70 42' 128' 14.402 122.402 x-70 70 48' 132' 14.402 122402 .. 70 70 84 138' 14.402 134.402 % 70 80' 144 14.402 140.402 - 70 70 98' 24' 26.402 20.171 70 70 72' 30' 20.402 22102 70 70 78' 38' 20.402 32.402 70 70 84' 42' 20.402 68.402 70 70 90" 48' 20.402 44.402 70 70 15' 94• 20.402 68.402 70 70 102' 68' 20.402 55.402 70 70 109' 88" 20.402 82.402 70 70 114' 72' 20.402 88.402 70 70 120' 78' 20.402 74.402 70 70 24' 84. 20.402 80.402 70 70 90' 20.402 88.402 70 70 98' 20.402 92.402 70 70 102' 20.402 98.402 70 70 1138' 20.402 104.402 70 70 114' 20.402 110.402 70 70 120' 20.402 118.402 70 70 128 20.402 102.402 70 70 132' 20.402 122402 70 70 138' 20.402 134.402 70 70 144 20.402 140.402 70 70 a b DLO 0 DLO b W psf + W psf - .51 30' 28.402 26.402 70 70 38' 28402 32.402 70 70 42' 28.402 38.402 70 70 48' 28.402 44.402 70 70 54 28.402 50.402 70 70 80' 28.402 58.402 70 70 88' 26.402 52.402 70 70 72' 26.402 811.402 70 70 78• 28.402 74.402 70 70 84' 28.402 68.402 70 70 90' 28.402 86.402 70 70 98' 28.402 92.402 70 70 102 26.402 98.402 70 70 108' 26.402 104.402 70 70 114' 88.402 , 110.402 70 70 120' 28.402 10.402 70 70 128' 28.402 122.402 70 70 132' 68.402 128.402 68.9 68.9 138' 68.402: 134.402 - 85.7 85.7 144' 28.402 142.44, 62.5 82.5 70 38' 32.402 '32.402 `'d 70 70 70 42' 32 .40 2 � ,402 t., .' 70 70 96" 48' 32.402 44.402 70 70 84 32.402 50.402 70 70 80' 32.402 58.402 70 70 98' 32.402 62.402 70 70 72' 32.402 68.402 70 70 88' 78' 32.402 74.402 70 70 84' 32402 80.402 70 70 90" 32402 86.402 70 70 15' 32.402 92.402 70 70 102' 32.402 98.402 70 70 109' 32.402 104.402 70 70 114' 32.402 110.402 70 70 120' 32.402 118.402 85.9 829 128 32.402 122.402 922 822 a b DLO a DLO b W psf + W psf - 42' 38.402 38402 70 70 48° 32402 44.402 70 70 54' 39.402 50.402 70 70 _ -~ 88' 68402 99.402 70 70 68' 38,4112 62.401 70 70 "-- 2 --613' _ 70 70 42' 78' 38.402 74.402 - 70 70 68' 114 ° 68 .402 0.4 802 / 0`' -- Y7 0 --- 72. 68.402 68 ° 38.402 88.402 70 70 72.402 92' 32402 92.402 70 70 62.402 102' 32402 82402 70 70 88.218 102• 36.402 104.402 88.2 862 r ''w '| 48' 44410 444110 70 70 54' um 40402 70 70 60 r. 44 4117 n8 402 70 70 80', 44 407 82 402 70 70 72' 44.402 68 402 70 70 78' 44402 74400 70 70 ."88 44402 0D 402 70 70 90' 44.402 82402 70 70 96" 44.402 92.402 70 70 I a b DLO a DLO b W paf + W psf 84° 50.402 50.402 55.3 55.3 80' 50.402 59.402 55.3 55.3 68' 50.402 82.402 55.3 55.3 _ -~ 72' 50.402 68.402 583 55.3 78' 50.402 74.402 55.3 55.3 84 80.402 80.402 55.3 55.3 's 68• 58.402 58.402 4.48 44.8 68' 56.402 62.402 44.8 44.8 72. 68.402 88.402 449 44.8 76' 86.402 72.402 448 448 82402 62.402 37 37 I 68' I 1813/18' 82402 88.218 37 37 MAXIMUN FRAME WIDTH ( "a ") AND LENGTH ( "b ") VERSUS MAXIMUM DESIGN PRESSURE RATING ( "W ") SCHEDULE JAN 17 .1!111 02009 161800 0 . / IL E.i Ci 0 07c. \ 70111 1287919 81 19(08025619 0010A10 583 E ae 9.o r gl ues 1:9-0003719 701 1 aTok135, 8 44167 RECTANGLE/ SQUARE Dawson LEGEND 0 01.0 (b) a 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) MUM 4000IMPACTPICTURE WNDOW FLORIDA WINDOW SYSTEMS CORP. 7191 88 77 TOM= 108127. R. 33168 9)8592 ( 3203 -9420 2854288)62 -9424 OA F 1 Mm 001 6 At OLD 05-973 1 3 II 4 PRODUCT REVISED ® 878/112.519 8782 the Plmlda BuDdiog Cade a) Acceptance No Expiration Data By !4/!/lf Mann Dade Product contra Dit'si0n 41109. a0 08880 BT: 9.E 1/18/03 011E 08 -005 =01990 No 58(2! 8 CO 8 Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $2.00 $2.00 $1.20 $120.00 $6.00 $4.80 $139.60 Building Department Copy Address 5/201t} Expiration: 05 /14/2011 Parcel Number Contractor(s) BUILDING UNLIMITED Phone CeII Phone (305)278 -8188 Type of Work: FRENCH DOORS No of Openings: 2 Additional Info: Classification: Residential Scanning: 2 Authorized Signature: Owner / Applicant / Contractor / Agent Phone Pay Date Pay Type Amt Paid Amt Due Invoice # WS -11 -10 -39394 11/10/2010 Check #: 5044 $ 50.00 $ 89.60 11/17/2010 Check #: 5047 $ 89.60 $ 0.00 Applicant 600 NE 101 Street Miami Shores, FL 33138- 1132060172131 Block: Lot: GENEVIEVE MARINELLO 1 November 17, 2010 Date CeII GENEVIEVE MARINELLO 600 NE 101 Street MIAMI SHORES FL 33138 -2468 1 Valuation: Total Sq Feet: $ 6,000.00 0 1 Available Inspections: Inspection Type: , 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. November 17, 2010 1 NOTICE OF COMMENCEMENT A RECORDED OOPY MUST TIS- BEPOSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.\61 TAX'FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -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. Space above reserved for use of recording office 1. Legal description of pro and street/address: 6P0 0° /O/ 6°7-400 T %.... " h 020 ✓#4 • 33/. N. 2. Description of Improvement: 123.0142 PAGES 3110 wiedged befo s .N 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and hone number. _we /ZabIdt? X, /f ? . 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 'Seal tan 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 11111111111 1111111111111111111111111111111 .111 CFN 2010R07S0508 OR Bk 27493 P9 3283; (1P9) RECORDED 11/17/2010 14:02:57 HARVEY RUVINo CLERK OF COURT t1IAIII -DARE CDUHTYr FLORIDA LAST PAGE 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement he expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature r Signature(s) of Ow r(s) r(s)' rized Officer/Dlrector/Partner/Managef / ; { Prepared By � Prepared By 17, � d �4'. Print Name L Psi ) - I / 124Y� x 2 //d Print Name 4 Title/Office Title/Office ') • -+ STATE OF FLORIDA COUNTY OF MIAMI -DADE The f egoing instrument as ac By e this ' )176 1 day of il/C , ,J .e b � �• a tl r • f7 1 • Off/ /1 /L `^ ndividually, or ❑ as for Pe m wing type of Identification: Notary Public: Print Name: ▪ /Z.. --d (S) IRAIDASEO6ignature • MY OMISSION #EE023738 ▪ EXPIRES Bonded Tiru Undw mftsi �.: :' .:ice- i�a►uit_A ! 1 • a • ST: Under penalties of 'POI*, I declare that I have road the foregoing and th the facts statedin it are true, to the best of my knowledge and belief. Signatures) of Owners) or Owner(s)'s Authorized Officer /DlreEtodPartnen/Msnager who signed above: By STAYa OF FLORIDA, COUNTY OF DiADE I HEREBY CERTIFY that this is filed TiginEd s rl ,&am V ITN &Vend Mel Seel. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder) e eJ 4 M)e //t, Phone #: Address: /9„/ 677'46 i City: 24.04.-0,i ® *,e State: Zip: 3, _, Tenant/Lessee Name: Phone #: Email' JOB ADDRESS: 6e,0 4 5., / / 5y- T' City: Miami Shores County: ,P4 Miami Dade Zip: —. Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 0004ssei r j Zfd? . Phone #: 7P 23j 9 W f Address: /2/ 70 j &® G2 a 7". 5 T /®r City: l State: _ , 1 Zip: Qualifier Name: 1 :eRL G t( Phone #: State Certification or ' egistration #: C6 t S ►g"n Certificate of Competency #: Contact Phone #: ° A 1 2— Email Address: DESIGNER Architect/Engineer: Phone #: 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 Value of Work for this Permit: $ 4)00 ` Square/Linear Footage of Work: Type of Work: OAddress Alteration °New °Repair/Replace °Demolition Description of Work: /efi 0� (A) COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Permit No Master Permit No. Nov 0 2010 *** ********** ******* * ********** F ees ** ****** *****•******** ***b***** * * ********* ** Submittal Fee $ • ' ..°� Permit Fee $ /O o 3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State 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 CONDmONERS, 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." Owner or _ nt The foregoing instrument was acknowledged before me this S ' <. day of 'tic) tJ , 20/_0_, by 4e) c- - 4A. 0 kid wh Sign: Print: sp nally known My Commis o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 11 " ' IRAIDA SECO i * z� +, ` n S ' MY COMMISSION # EE 023738 ;, EXPIRES: January 7, 2015 A$1; Bonded Thru Notary Public Undenatters Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Zip Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such ed no the inspection will not be approved and a reinspection f will. be charged. Plans Examiner Signature ontractor The foregoing instrument was acknowledged before me this8''f 1/4 day of 6.0 , 20 60 by �-..( w is peisonally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co 'empire : IRAIDASECO mY COMMISSION # EE 023738 oq it: EXPIRES: January 7, 2015 Bonded Thru Notary Public Underwriters +F***************8********* ******* * **** ***************+ Bah**** *d+ k*+ R**W B: ***** *** *****+k***+k H * ** APPROVED BY 3, :///,. ) Zoning Clerk Miami Shores Village APPROVED ' BY ' • DATE ZONING DEPT 1/-1440 FEDERAL ,D UlIG DEPT 4;,:,...,4 :1111,11 ci - 10 COMPLIANCE stArt - AN( 1 C011NlY WITH ALL RULES AND REGULATIONS /O/- Sr/C6:4 4 7 INUMBVIen 604 /vie: /0/ 5 rek76 - 7 - 85 NOV 1 z2010 85 Atwvi •cRica /0J ANA 0 7 o /via k . C4A sS 4R A7 4 / 1,96 1 "X8e1 caiawx./ 7 /mac-. 1 - X80" 2 - 420" x go" /VOA - 07- 9, oe. Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 39.1 42.4 52.1 42.7 . 46.3 57.2 I6_0 41.5 45.0 55 ;4 45.4 - 49.2 60.8 21 -30 45.2 49.0 _ 60.3 49.4 53.6 _ 662 31-40 48.1 52.1 64.1 .52.5 57.0 70.3 - 41 -50 50.4 54.6 67.2' 55:0 - - - 59 77 -'- 73:7 51 -60. 52.4 56.7 • 69.8 572. . 62.0. 76.6 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope Tess than 10 degrees . Roof Slope greater than 10 degrees Positive Negative: Positive Negative -z4 &. z5 z4 z5 z4 & z5 z4 z5 0 -15 44:9 48.6 59.8 49.0 532 65:7 16 -20 . 477 . 51.7 63.6 52.1 56.5 ' 69.8 21 -30 5L9 56.3 69.3 - 56.7 61.6 :76.0. 31-40 55.2 59.8 73.6 . 60.3 65.4 80.7 - 41 -50 - 57.8 62.7 77.1 63.2 68.5 84.6 5 ±-60 - 60:1. 6.5.1 : "80:1 7- 65.7 712 -8.7.9 - MONROE COUNTY FLORIDA BUILDING CODE 2007 - ASC :;SEI 7 -05 = WIND LOAD TABLES -140, I46) 160 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height 21 -30 3.1-40 -- 4150 - -• . 5i• =60' Roof Slope Tess than 10 degrees• Positive z4 & z5 z4 z5 z4 & z5 z4 42.5 46.1 .56.7 46.5 5Q.4 62.2 45:2 48.9 60:2 4 53.5 49.2 52.3 54.8- '56.9 WAN PRESSURES IN PSF 46 MPH VELOCITY,--- Negative 53.3 56.6 59.4 - 61:7 . .65:6 .69.7 - :73:- - 75.9 Rolf 5Iope ater an 10 d- •. ees Positive 53.8 57.1 -- 59 -.9. 62:2 Negative 58.3 62.0 64:9 -. 67.5 z5 72.0. .76.5 802 83.3 MIAMI -DADE COUNTY GENERAL NOTES: _ _ • '1- THESE TABLES MAY BE USED TO CALCULATE 'THE WINDLOAD FOR COMPONENTS AND CLADDING !HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFiC.PROJEC'T. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTiNG CONDITION AND THIS INFORMATiO■tBE VERIFIED' By THE CITY AUTHORITIES. 2= PLEASE; NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFiED BY THIS ENGINEER. THE SIGNATUREAND ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE7 -05 PUBLICA71ON. "3L DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED THE TABLES OR A SITE SPECIFIC EVALUATION IS. REQUIRED BY THE CiTY OFFICIALS _ • . • 4- IMPORTANCE FACTOR 1 =1.0 - (Category . II Buildings - Tabies 1.1 AND 6:5.5) a 5 IXPOSURE C. Iection 6 5.5.3- Open Terrain wtth.sc •ol tructrorwinfth.h?igkts les•than 30' 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shalt' be Impact'resi tant glazing or protected with an impact resistant covering. (Section 6.5.9' - Interval pressure GCp.1.8-- Table 6:7) 7- BASIC WIND SPEED - V =140, 146, 150 S'- TOPOGRAPHIC FACTOR Kzt=1 - (Section 6.5.7 - FLATTERRAIN) 9- DIRECTIONALITY FACTOR Kd = .55 (Section 6.5.4.4- Wind Directionalfty Factor) -10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. Roof Slope cra• MEAN ROOF HEIGHT 61 a' <= BWx0.1 ora <= tTx0.4 BW less or equal' than BL a must not be less than a= 3 feet or air: 0.04 *BW WIND PRESSURES IN PSF ¶50 MPH VELOCITY • rE ! V L7 C O, IAC. Engineerirrg Services - CA 81'16 971 W. RISE 3E D = PLANTATION - Et 1 41 A Tel (954).555 SUN g332 � _ 5 E -mail: p? > _ • • PEDRO DE.'FIGUEIREDO PE52609 • NOT VALID W/OUT SEAL 5/12/2009 MIAMI-DADE ‘6 fiNA COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terri Medley, 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 . - . _ . _ - _;, ' ed to comply with the High Velocity Hurricane Zone of the Flori uilding Code. DESCRIPTIO • Series "100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL D through 6 of 6, prep Dr. Humayoun Farooq, P. ., NT: Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 by Al Farooq Corp., date don Mar 21, 2007, signed and sealed by d. Liam is ade County Product Control Renewal 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 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 & renews NOA # 01- 0724.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. : - .l 1i MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline com NOA No 07 -0109 Expiration Date: Apri111, 2012 royal Date: April 12, 2007 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 01- 0724.10) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01/24/01 and last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 01- 0724.10) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated March 21, 2001 Test Report No.1 (EfL- 2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by FTL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations & comparative analysis, complying w/ FBC 2004 prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12/15/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 01- 0724.10 expired on April 11, 2007. 19 tt.en , . Isliaq I. Chanda, P.E. E -1 Product Control Examiner NOA No 07- 0109.08 Expiration Date: April 11, 2012 Approval Date: April 12, 2007 HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS -� MAY BE USED c-�I Fes-• 12 8 MAX _ = = _ 24 3/4" D.L OPG. 34 11/16" LEAF WIDTH 12° MAX TYP AT HEAD /SILL / 7 71 3/4" DOOR WIDTH 3 ANCHORS REQD. AT MTG. STILE LOCATION / II J I III / 11 / SERIES -100 ALUMINUM SWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDT110N INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO "CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 144" FRAME WIDTH / II II u II II II II i II II II tl II II I 1 II II I I 0 32 1/4" D.L OPG. TYPICAL ELEVATION ( XXOO ) TESTED UNIT l Ill 32 1/4" D.L OPG. 2 1/2" 0 2 g Q iD cn 0 0 0 14 2 1/2" 3/16" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE 'B' N DOORS / SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. GLASS GLAZING OPTIONS 3/16" ANN. GLASS .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF -GLAS' POLYCARBONA1T BY 'SECURITY IMPACT GLASS' Engr. DR. HUMAYOUN FP.R000 STRUCTURES I A. P E 16557 CA.N. MAR 2 1 2007 .015" URETHANE ADHESIVE 3/16" ANN. GLASS GLASS TYPE T GLASS .060" INTERLAYER SAFETY PLUS POLYESTER BY 'GLASSLAM' .010" PET FILM 060" INTERLAYER SAFETY PLUS POLYESTER 3/16" HEAT STREN'D GLASS TYPE 'C' PS ROVa as coallibbilmle the Florida Beiassadt �HIr. -ola�i � R e( � #ILLfA t1 1 '741 m m rn m Z o P 9 . Ce O w a � Ct o V o a o E cc yi 4 Q W N J Ov � 1 a Q i cl� 0 9 N O n v — co W to a. N o r N. ' ' U n X3 � Z � o o c 0 .0 0 0 0 2 S 8 a 0 lV m 0 drawing no. WO -20 (sheet 1 of 6 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF WIDTH (W) INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A' GLASS TYPE 'B' & 'C' EXT. ( +) INT. ( -) EXT. ( +) INT. ( - ) CNI ul p.) r 7/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 81.0 62.0 69.8 62.0 81.0 62.0 66.5 62.0 81.0 62.0 63.1 62.0 81.0 32 33 34 35 36 8/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 792 62.0 69.8 62.0 78.3 62.0 66.5 62.0 77.6 62.0 63.1 62.0 76.5 DOORS WITHOUT ELITES CAPACITY DESIGN LOAD - $SF NOIUNAL DIMS. GLASS TYPEEC4 'B' OR 'C' PATEL WID114 / ■ \ / / • V 3/0 (X) / DOORS WITHOUT ELITES CAPACITY DESIGN LOAD - $SF NOIUNAL DIMS. GLASS TYPEEC4 'B' OR 'C' PATEL WID114 DOOR HEIGHT SIDEUTE WIDTH o. DOOR WIDTH 3/0 (X) / +) INT.( -) / 59 -3/4" D 81.0 • 6/0 (XX) 71 -3/4' z.o si. \ 62.0 81.0 3/0 8/0 62.0 81.0 1 1 Ifi I / I N • , N \ • \ \ / / / / SIDEUTE WIDTH o. DOOR WIDTH 3/0 (X) NOMINAL MOTH FRAME WIDTH I / I N • , N \ • \ \ / / / / / 18- 15/16 NOMINAL MOTH FRAME WIDTH I / 2/8 (X) 31 -1/2" / 18- 15/16 3/0 (X) / 34- 11/18' 24- 15/16 / 59 -3/4" 28- 11/16" / -i • 6/0 (XX) 71 -3/4' ■ i 24- 15/16" \ \ \ \ NOMINAL MOTH FRAME WIDTH LEAF WIDTH DAYLTIE OPG. 2/8 (X) 31 -1/2" 28- 11/16 18- 15/16 3/0 (X) 37 -1/2" 34- 11/18' 24- 15/16 5/0 (XX) 59 -3/4" 28- 11/16" 18 -15/18 • 6/0 (XX) 71 -3/4' 34- 11/16" 24- 15/16" 1 II I / z / N \ 'qv 46. \ / N • \ I I NOMINAL HEIGHT FRAME HEIGHT n . DAYLITE OPG. 6/8 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYLITE OPG. 6/8 79 -7/8" 77 -3/8" 67 -5/8' 8/0 95 -7/8" 93 -3/8" 83 -5/8" / DOORS) HEIGHTS: FRAME WIDTH / / / / \ ( X ) WIDTHS: NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 CHART B W1 W2 ( Ox ) ( XO ) �1 W1 W2 WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTES) 2 W1 ( 0X0 ) WI W1 ire L! W2 W2 ( X00 ) (oox) ( OXX ) ( XXO ) WI W1 W2 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3538 MAR 2 1 2007 W2 W1 0 W2 Dirbion WIDTH (W) W1 ( XXOO ) ( ooXX ) PRIMO' 26,4121f8D cn Etplesas 1.c44 fti z E O: O a O • 0 ✓ CI o o < g Q QW W yI _ LL z J a Li S m o n i ID 0 0 LL o�pp 1 0 J a a 0 U ) ) 0, 0 m 0 a N V .0 drawing no. WO 1-- 20. (sheet 2 of 6 UPDATED FOR 2204 FBC DOORS) HEIGHTS: FRAME WIDTH / / / / \ ( X ) WIDTHS: NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 CHART B W1 W2 ( Ox ) ( XO ) �1 W1 W2 WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTES) 2 W1 ( 0X0 ) WI W1 ire L! W2 W2 ( X00 ) (oox) ( OXX ) ( XXO ) WI W1 W2 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3538 MAR 2 1 2007 W2 W1 0 W2 Dirbion WIDTH (W) W1 ( XXOO ) ( ooXX ) PRIMO' 26,4121f8D cn Etplesas 1.c44 fti z E O: O a O • 0 ✓ CI o o < g Q QW W yI _ LL z J a Li S m o n i ID 0 0 LL o�pp 1 0 J a a 0 U ) ) 0, 0 m 0 a N V .0 drawing no. WO 1-- 20. (sheet 2 of 6 UPDATED FOR 2204 FBC TYPICAL ANCHORS SEE ELEV. FOR SPACING NON METALLIC GROUT 3 KSI MIN. OPERABLE UNITS 1BY WOOD BUCK NON METAWC GROUT SEE ELEV. FOR SPACING 3 KSI MIN. STATIONARY UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 X 1" FH SMS AT 8" O.C. • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING as smite 1- L4 UCTURE 28Y WOOD OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARA NOA 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1lI14 SMS OR SELF DRILLING SCREWS 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) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. Engr. DR. HUMAYOUN FAROOQ STRUM-RE'S FLA. PE / 16557 CAN. 3538 BAR 2 1 2002 //�3 I �V �Y N ce C7 W m 0 N J 0 U c 0 0 0 w a r .0 0 0 0 drawing no. WO1 -20 (sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. FLUSH BOLT OPERATOR ON ACTIVE LEAF DOOR WIDTH FLUSH BOLT OPERATOR ON INACTIVE LEAF (CONCEALED) EXTERIOR D.L.O. 61111 INACTIVE LEAF SHIM SPACE 1BY WOOD BUCK SHIM TYP METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM SPACE 1/4° MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING • Itapdadat MlasalDade Dl�bio� D.L.O. D.L. OPG. SIDEUTE WIDTH Enjr. DR.. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3536 m 1 A #8 X 1' FH SMS AT 8' O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING z o • a it i t w 0 . cc 0 O O � ✓ o O da a o 0 CO et • 6 E c 0 N 0 . 0 0 v 0 • O ,c CO drawing no. WO1 -20 sheet 4of 6 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS , 1 SW -28899 3 /DOOR FRAME HEAD /JAMB 6063 -76 - 2 SW -28900 2 /LEAF DOOR TOP /BOTTOM RAIL 6061 -T6 - 3 SW -28904 AS REOD. WEATHERSTRIP ADAPTER 6063 -T6 - 4 SW -28898 1 /DOOR THRESHOLD 6063 -T6 - 6 SW -28896 1 /LEAF HINGE STILE 6063 -T6 - 7 SW -28901 1 /LEAF LOCK STILE 6063 -76 - 8 SW -28897 AS READ. SIDEIJTE JAMB 6063 -T6 - 9 SW -28903 1 /CORNER ASSEMBLY STIFFENER 6063 -76 - 10 SW -29244 3 /LEAF HINGE DOOR PORTION 6063 -76 - 11 SW -29245 3 /LEAF HINGE FRAME PORTION 6063 -T6 - 12 - 2 /LEAF 3/8" X 16 X 32" LONG THREADED ROD STEEL - 13 - 2 /LEAF 3/8" X 16 NUT - - 14 - 1 /HINGE 5/16" X 6" ROD STEEL PLATED STEEL 15 - 8 /LEAF 1/4" SETTING BLOCK NYLON - 16 - AS REOD. GLAZING VINYL VINYL - 17 PW -101 AS READ. BULB WEATHERSTRIPPING VINYL - 18 PEI -8400 AS READ. PILE WEATHERSTRIPPING - SCHLEGEL 19 SIUCONE PLUS - SIUCONE DOW CORNING 20 5025 AS READ. FLUSH BOLTS DELTA IND. 21 CP -B111 - ENTRY LOCKSET TACO OR WESTLOCK 22 #8X3/4" PHSMS AS READ. ASSEMBLY SCREWS AT ALL FRAME JOINTS 23 DOR -018 AS READ. GLAZING ADAPTER (DOOR) 6063 -T6 - 24 DOR -017 AS READ. GLAZING ADAPTER (SIDELITE) 6063 -T6 - 25 DOR -019 AS REOD. GLASS STOP 6063 -T6 - 2.125 .500 .062 TYP. 4.000 ..078 TYP. 2.015 FRAME HEAD /JAMB 1.594 .363 WEATHERSTRIP ADAPTER 4.000 r-1.750-1 TOP /BOTTOM RAIL .078 TYP. 2.177 --q 1.375 9 I U III ____L .062 TYP.-�i 4.000 THRESHOLD 1.827_1 .718 Q' .625 - I� L371 SIDE LITE GLAZING BEAD HINGE STILE 1.500 548 .203 • .265 GLAZING VINYL (SCALE 1:1) .875 .526 .726 .334 I I 4 °I 1.058 L GLASS STOP 1.464 1.214 .250 F2.499 .466 - =I GLAZING ADAPTER ADAPTER (DOOR) r 1.985 -9 -1.573 b 1.00,38 -� b I 470 k - 1.823 GLAZING ADAPTER (SIDELITE) F 1.656 1 .844 L . L547 -_I .250 ASSEMBLY STIFFENER 2.093 .062 TYP. 4.156 SIDE LITE JAMB LOCK STILE 2.281 125 fL 3 PIECE HINGE #10 -24 X 1/2" FH SELF DRILLING SCREWS LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" 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 ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8 THICK AND 7 - 1/2" LONG WITH 5/16" PLATED AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM AND ONE AT MIDSPAN STEEL ROD TOP & BOTTOM E,t r. CR. NUHAVOUN F.4R000 STRUCTURES PIA. PE # 18557 C.A.N. 3538 MAR 2 1 2007 PROSUCTIUMICID > Ampros c) -oto .402 Itapkails. Moe IL a, S 4t . ., Miami DIOD DrNIe risen, 08.1 O Z I- W • E cc o O C • ~ 0 o c cl r o 0. G g 0 J oma a if, 0 CL 0 0 m v .0 in 0 •� c 0 2 0 0 0 N O • • 1 drawing no. WO1 -20 (sheet 5 of 6 ) • FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Engr. DR. HL MAYQIRJ FAROOQ STRIATR RFS FLA. PE # 16557 C.A.N. 3536 AR 2 1 2007 ratimucramm r tie Medea Zspimese lbw ■g 2. Mad Oared Z O � a g cc o J l O � O Q Owm g Z t 8 A 4 Eye 0 J oC 2 Et 4 W 111 Si t0 0 Z ° n O OWt i ~ M O ^M ^ • J co Oz o g p J v o LJ O Ps. c 0 . 05 5 0 a U co .0 0 0 0 0 0 0 2" drawing no. W01 - 20 sheet 6 of 6 )