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WS-13-2002 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-198458 Permit Number: WS-9-13-2002 Inspection Date: October 04, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CORTINAS, LAUREN&ALBERTO Work Classification: Window/Door Replacement Job Address:186 NW 106 Street Miami Shores, FL 33150- Phone Number � Parcel Number 1121360080080 Project: <NONE> Contractor: AGIO CONSTRUCTION Building Department Comments INSTALLATION OF IMPACT RESISTANT WINDOWS(7) Infractlo Passed comments INSPECTOR COMMENTS False Inspector Comments Passed AS PER PERMIT CARD. Failed El Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections lease call: (305)762-4949 I December 17,2013 p p ( ) Page 1 of 1 . t . . Miami Shores e villa g . 7SEp p 4 2013 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 BUILDING Permit No. PERMIT APPLICATION Master Permit No.SUS 13 ' 200-2, Permit Typ : BUII.DING ROOFING JOB ADDRESS: 186 NW 106 STREET City: Miami Shores County: Miami Dade gip; 33150 Folio/Parcel#: 11-2136-008-0080 Is the Building Historically Designated:Yes NO X Flood Zone: OWNER:Name(Fee Simple Titleholder): F"'f f 3 [ ?;1—o ®d2.T f� S Phone#: Address: 186 NW 166 STREET city: MAIMI SHORES State: FLORIDA- gip; 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 9610 ..7 Phone#: Address: 7 2 c4j 1-5 Z 0 V `! City: State: Zip: 3319 3 Qualifier Name -A 14(Ee C 2 Q Phone#• State Certification or Registration#: C, l S�P 6 Certificate of Competency#: Contact Phone#: 30S°7G2°7— 6 Email Address: AC2:; d 0 C-®eJS'_A 1 C,_r1 O -%3 mr NA l L,r C®rl DESIGNER:Architect/Engineer: Phone#: Value of Work for this permit:$ $6,800.00 Square/Linear Footage of ork: 180SF Type of Work: DAddition OAlteration ONew VRepair eplace ODemolition Description of Work: INSTALLATION OF IMPACT RESISTAN WIND Color thru tile: •x�•a���ae��e•s•*�x�•�•��e••x�•�•��•��•��.���.�.�����•��•a�F�a�.xa��•�•�•�•���*�•��•��.���•���em���•�•��a�������•xa�.��e� Submittal Fee$ Permit Fee$ L CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ �C��_Training/Education Fee$ Technology Fee$ :51 Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �O •t ,99nding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State zip Mortgage Lender's Name(if applicable) N/A 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 c 9T encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue . I the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent tractor The foregoing instrument was acknowledged before me this / The forego' g' stru t a acknowledged before me this day of u - t ,20 —,by &44d &(ok r1 RS day of ,20// ,by, hI , j'O , who is Personally kn wn_tn me or who has produced_jr-" who is personally known to me or who has`pr4� As identification and who did take an oath. L IAQVIZU identification W' 18 take ggpath. NOTARY PURL NOTARY PUBLIC: ,��;•''��'�3�`� Sign: Sign: 4 m Print: My Commission Expires: . 'MaCOMMISSION#EE204494 My Commission Expires: �ry'�1,41 %9 e�IRES:JUN,03 2016 WWW.AARO NoTARrcom APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/1212012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ' R°r CERTIFICATE OF LIABILITY INSURANCE "upinewmvvi 0W9f2013 7M CERTIFIWATE E ISSUED AS A MfATTiDR OF INFORMATION ONLY AND cONFM no RIGHTS UPON THE CERTIFICATE HOLDER.THE CERTIFICATE DOES NOT ARFIRIAAMMY OR NEGATIVELY AMD, EXTEND OR ALTER TIE COVERAGE AFFORDED BY THE POLICIES BELOW. TISZ CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUREIRS),AUTHORIZED ENTATTVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: N the COrtilIcabe b*kw is an ADffTIONAL INSURED,the poHwQw)must be std. I SURROGATION IS WANED6 subs to the banns ed w of#w poky,cqtaln poems may nmpA a an sodotcomma A on#do cadIfIcute does not confer r4oft to the cerNfloabe how in Sou of such s PRQMXM 786-573-4485 786-5734486 B Insurance NOW Agency Pnom 12915 SW 132 Sheet suite 4-8 7�'Sr xom 786-b73-4486 Miarrd, FL 33186 MUM rxivERAM NAws N A:Endurance Amwim exaft Ins.Go Aglo COnSitruction Services LLC unume: 6472 SW 152 Ch de Place#1472 slsu coo: Mini,FL 33193 0400ME COVERAGES CERTIFICATE N R: REVISION NUMORR: TAG$IS To CEFMFY THAT THE POUC1ES OF RMRANCE L.WED SELoW HAVE BEF:FI MIED TO THE INSURED NAMED ABOVE FOR THE POUCY PMOD SIOICATED. NOTWrrHSrANDING ANY RE NT TERM OR CONDm0N OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CEIMMATE MAY BE OWED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED WREN M SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONOm0NS OF SUCH POUCIES.EMITS SHOWN MAY HAVE BEEN REDUCED BY PAW CLW& owl L TYPEOF — AWIA Leis OR AALLABLnY EWHOCCtAtR ME i A Cori►=M MwuL LMT ITY WMRENM i M AM ©ocfit E><P one i COC10001628500 06I1012D13 O&1=M4 PFMJAI.BADVR@uw $ GEMR&AGGREGATE s 6 rLAR A117ELearAPPL�BP� PIOICTS-CQ1PIOPM8 $IJXKM Per Loc so A0101001ME UAeamr COMBWOWMELUT i ALov&O 80DH.YeLiJnYtwPewo i SCHEMLED ALLAVI'OS BDDILYe�LnAtY(Asao� He�AUTMA�� i PROPERIYDANAt $ {PePeoolA�) A1n= i i WANULLALIAB O UR EACH OCCURRENCE i EXI Su" COL'AM M M AGGREGATE i DEMMME i t ►im i VtlC SUM A[�8lfPi.0Y8AB'LG18LtrY TIN ANY O CIA r !1!A EL Fi1pi ACCIDENT i OFRCEPAIMPER a OevnAer EL DISEASE-Elk i EL DISEASE-POLICY LOOT i O�PTIl k1l I:OPERATMrIBlLOCAT1DNe/Ye1eCLF8(AI�bACORe'N�I.Addl�otlRamRis$CrO�r amms/peoellrego0s� CERTIFICATE HOLDER CANCELLATION Miami Shores Vigage SHOULDANY OF THE ABOVE PDLlCtE8 BE CANCELLED BEFORE 100 NE 2nd Avenue, THE DATE NorICE WILL DE11vERED ado Miami Shores,FL 33138 Blandon jwyWl"ACORD CORPORATION. An rights neserrS&L ACORD 25(MOM) The ACORD nerns and logo are ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 LOPEZ, JAVIER ANDRES AGIO CONSTRUCTION SERVICES, LLC 2805 NN 75TH AVENUE MIAMI FL 33122 Congratulationsi With this license you become one of the nearly one million AG; ':' Floridians licensed by the Department of Business and Prohissh-wal Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbequ d they Florida's economy strong- 110424043 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 WNW. 19%,10clalicensecam. CftTtjr divisions the regulations that There you can find more information about our divisions - Impact you,subscrIbe to department newsletters and loam more about the LLC DepartmeiWe Initiatives. Our mission at the Departmerd 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 congraUstions,on your now license) TA 5 0t;L4 DETACH HERE THIS PAPER ST W-OF FLO* IiAR0 p7,. ST!RY B $ECMIL12062500614 LXCBNBZ 9.0 48 . . ....... Named•:-bel 7 Under tbi, zzpirat,a _ � AUG �31' 2N477- It 41 J :LOPE 01 rE. S V1 M, 'Itr 810 10 ...... ... .4se .k w K ]M U4 L. `1 MIAMI _�122 :< KEN LAWSON SECRETARY DISPLAY AS REQUIRED'SY LAW t t 07-18-2412 .OFF ATWATM STATE OF FLORIDA CHW FtALANML GFRCtat DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORIG3W COMPENSATION ClfffFMTE OF 8MMIN TO N EXM" FROM FLORMA WGRKW CI MUSATION LAW � au CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Wtirkers' Cwpmetion lays. EFFECTIVE DATE 0711812C"2 EXPIRATION DATE 07/1812014 PERSON: LOPEZ JAIVIER A FEIN: 271470247 BUSINESS MAME AND ADDRESS: MIO CQNSM12TION URVICES LLC 13472 SW 1162 CIRCLE PLAM #1472 MBAs FL 33193 SCOPES OF BUSINESS OR TRAW-- 1- DOOR AND LIIMM INSTALLATION - 2- CERTIFIED IRENERAL CONTRACTOR WPWAHT: Pereusel to ChA11 r 440 . USIA F.S., ® ofHeer of s corparetfae who alem; atemptltm rrat this than by Illlrg a cerlattate of ewmao Hoar mrs sadioo may not recover beeef'te or compeauftR seder thlo chapter. Pormat to Chap tr 44n.[15t12L F.S. Certificates at decd® to be exempt.. apply only offMa the scope of & bsaias" or zra"'Wted on the make of election to be exempl. Pareuam to ehapies 44e-OfUI3L F.&, Notices of eloelian to be exempt end camlreecas of 012010e to bg ANCHOR Shell be 206190 ra revscetfan If, at ray tbhe after ue imm of me aeirae or the bunco of the eorwitak. tike omm waaaed on Ilia aline or cartflkete ffD Ingo magic tie req*eMom of mfs actiom for rsaaance d a tertifledo. Tea deparmuat shall revoke a conflicas at aey Uwe for folare of the getsas tamed ® me tmrfiticsta u mast r1m raifultena is of We aaston. QUESTf0i1IlS7 [860) 413-1699 MC-252 CERTIFICATE OF ELECTION TO i# EXDffr F"ISED 01-11 PLEASE CUT OUT THE CARL] BELOW AND RETAIN FOR FUTURE REFERENCE STATE OP PLORM IMPORTANT DIPARTUM OF SERVICES DltfiSlC?N OP UV ICOM ATiIDGt F Ptusumt to Chapter 44f1.05441, F.S.. aft of of a carpwation who CONSTRUCTION INDIN IRV O efts exempbat frwn tills ahww by filing a c"fieitte of election CFRTIIxICATE OFELWTION TDBE EXEWTMOM FLORIDA L under this section mey not recover benefits or compensation under this WORKEW COWEMATU=LAW D chtipter. EFFECTIVE 07/18/2012 EXPIRATION DATE; 07/18/2014 RERSON: .MUTER A LOPEZ Purstaltt to Chapter 44Q.Q5f17j. F.S.. C@ttititi'ates df electlon to be N exempt,.. apply only within the scope of the h alnoeft or trade listed.w FER1k 271OM47 R the notice of election to he exempt AM CD BUSINESS JCTM AND ALC E Purwmt to ftor 440.05[131. F.S., Notices of election to be exempt A conssrnticr�u ss�mrtcaa uc and certifinates of elation to be exempt Sh11 be subject to revocation 5472 SW tsa CAM PLACE #14n If, at say tit[te after the fi rase � esrsa thtg of the notice or fh0 isstttetca of fire R certificme, tie porm named an the notice or c"fiicilte no longer meats the requirements of this sexual for Issustce of a cerdfm ta. Tile depertment shell revoke a o"fla ttf at any time for fa ore of the SCOPE OF 13USINES s OR TRADE; person named on the certificate to meet the MWArements of this 1- 04QR AND Wtl DOW NiSTAU.ATION - 2- CERTMD "WAAL CONTRACTOR Section. QUE5T1t?hIS? (850) 413-1609 CUT HERE Carry bottom Portion on the job, keep upper Portion for your records. DWC-252 CERTIFICATE OF R.ECTION TO BE EXEMPT REV M 01-11 i R h PMST-CLASS U.B.POSTAOrm PAID •� �ANpr� r PERAAIT F 281 643886-1 THIS JS NOT A BILL—Op NOT PAY MgpTt , RENEWAL I COUACT 1NON SERVICES LLC STATE? rY1S70269*955-1 33143 UNINSDADERCMMTY 1472 D�AGIO COMSTRUCTION SERVICES LLC s l BUILDING CONTRACTOR UORRER/S r br 1 FEMMT TOM "Mum ASSMAT comry t rw DO NOT FORWARD ANYOFMM POW an u AGIO CONSTRUCTION SERVICES LLC T MIAM FL 33193 PL 1672 ME UFV PqY� BBOPJ9 CawmID TOM �:� 07126/2012 600600003% 000'075.Be 6.ti.. 1i16,011ie t,r1,fLlf i1i„�tiai�t�s,itP1!„.lrs14JAP,.1 OTHM,E t 1 ♦5 OR 193 G Boom amp Miami Shores Village Building Department LpR(pA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:_ DATE: 1 Contractor o Owner Architect Pic up 2 sets of plans and (o r) Cam' Address: 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 Dep to continue permitting process. Acknowledged by: - PERMIT CLERK INITIAL: i i RESUBMITTED DATE: I I PERMIT CLERK INITIAL: i ♦g1���S Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ��OR1DA Fax: (305)756.8972 Page 1 of 1 Permit No: E.v 3 20 o Structural Critique Sheet U S e- ' J (N .+j e L ID Lr„4-j2) 0.'0 N 6itjL D kA-I elff&2. to-A-DI S '4c cc c gird� -h e44: -2-, ,I © N ' 2' EWA- /ov 'roc bJl'n/ STOPPED REVIEW 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. Mehdi Asraf September 13,2013 Miami Shores Village Building Department 10050 N.E. 2n'Avenue Miami Shores,Fl. 33138 RE: Permit Number WS-13-2002 Building Department Comments: 1. Window in front bedroom does not provide egress. *Please note that the window identified in the plans corresponds to a bathroom not a bedroom. Thank you Structural Department Comments: 1. Use Kd= 1.0 in the wind load calculations KD=0.85 is used only when wind loads are combined with other loads according to chapter 2 ofASEED 7-10. *Please refer to revised calculations. 2. Provide dimension and height of building. * The building dimensions and height have been identified on revision #1 of the layout. 3. Specify wind pressures on plans. * Wind pressures have been specified on the plans. 4. Use area of 1 panel as EWA in the wind load calculations. *Please refer to revised calculations. B t egard s.' Javier Lopez Miami Shores Village Building Department ones o1101" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 res Tel: (305) 795.2204 1pRlpA Fax: (305) 756.8972 September 07, 2013 Permit No: WS 13- 2002 Structural Critigue— Sved Ashraf 1. USE KD = 1.0 IN THE WINDLOAD CALCULATIONS KD= 0.85 IS USED ONLY WHEN WIND LOADS ARE COMBINED WITH OTHER LOADS ACCORDING TO CHAPTER 2 OF ASEED 7-10. 2. PROVIDE DIMENSION AND HIGHT OF BUILDING 3. SPECIFY WIND PRESSURE ON PLAN 4. USE AREA OF I PANEL AS EWA IN THE WIND LOADS CALCULATIONS. _ 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. 1 Miami shores Villages� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Ln"�Ir ,yQ. Tel: (305) 795.2204 �lOR1DA Fax: (305) 756.8972 September 11, 2013 Permit No: WS 13-2002 Building Critique Review 1. WINDOW ON FRONT BEDROOM DOES NOT PROVIDE FOR EGRESS Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a comple plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets a n d include one set of voided sheets in the re-submittal drawings. a 5l'►ORFy. Miami shores Village Building Department ' logo pgil" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 RtDA' Fax: (305) 756.8972 September 11, 2013 Permit No: WS 13-2002 Building Critiaue Review 1. WINDOW ON FRONT BEDROOM DOES NOT PROVIDE FOR EGRESS Ismael Naranjo Building Official 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. S�toRES�i Miami shores Village Building Department MINIM anal" 10050 N.E.2nd Avenue ink y� Miami Shores, Florida 33138 Tel: (305) 795.2204 IORtpA Fax: (305) 756.8972 September 07, 2013 Permit No: WS 13- 2002 Structural Critique —Syed Ashraf 1. USE KD = 1.0 IN THE WINDLOAD CALCULATIONS KD= 0.85 IS USED ONLY WHEN WIND LOADS ARE COMBINED WITH OTHER LOADS ACCORDING TO CHAPTER 2 OF ASEED 7-10. 2. PROVIDE DIMENSION AND HIGHT OF BUILDING 3. SPECIFY WIND PRESSURE ON PLAN 4. USE AREA OF I PANEL AS EWA IN THE WIND LOADS CALCULATIONS. 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. �r�sM CON5UMNq LLC 14359 Miramar Pkwy # 327 Miramar, FL 33027 WINDOWS AND DOORS: Mr. Alberto Cortinas Residence 186 NW 106th Street Miami Shores, F133150 Dario A. errero, PE, KVXSCE PE 67796, CA# 28875 F - Miami Shores Village APPROVED BY : ; DATE MR. ALBERTO CORTINAS RESIDENCE, WINDOWS: ALUMINUM HORIZON ;T ; 186 NW 106 STREET, MIAMI SHORES, FL 33150 NOA # 13-0514.16. BLDG DEPT,. APPROXIMATE HOUSE HEIGHT IS 16'-0". REVISION #1 9-16-13 a-3 , S BJE Cr PLIANC TH ALL. / W STATE AND CrIf"f RULES AND REGULATIONIS NEW MAIN NEW EXISTING WINDOW (3 PANEL) ENTRY 53j"X50 " (2 PANEL) F o w +47.12 PSF w X a +51.11 PSF EXISTING KITCHEN +47.12 PSF +47.12 PSF Z n WINDOW +51.11 PSF +51.11 PSF EGRESS BEDROOM MINIMUM CLEAR 20X240 TOTAL C71T M 'MNDOW BATHROOM v BATHROOM BEDROOM MfO'TA w GARAGE ��. ��, ,�,�, z ,=,Xa +47.12 PSF M N +51.11 PSF NEW NEW NEW Lo'.' 37"X38i" 37"X38" 53j7X50j" LL— (2 PANEL) (2 PANEL) (2 PANEL) +47.12 PSF +47.12 PSF +47.12 PSF +51.11 PSF +51.11 PSF +51.11 PSFC: (56') SEP 19 2013 ASD Design,with a Load Factor of 0.6*W 9/15/2013 ASCE 7-10 ASQ DESIGN--0.6*W Wind Loads on Buildings(Directional Procedure) per ASCE 7-10 Description: Corfinas Residence Mal ls b L. AO tars, Structure Type Building Basic Wind Speed(V) 175 mph Hurricane Prone Region(V>lW mph) Struc Category(1, 11, 111,or 1\/) 11 Table 6-2 Values Exposure(B,C,or D) C AJpha -:�:j 9.5001 Struc Nat Frequency(nl) I Hz Z9= 900.0001 Slope of Roof 4.0 :12 Slope of Roof(Theta) 18.4 Dog Type of Roof Gabled jKd(Directonality Factor) 1 Eave Height(EhQ 10.00 ft Ridge Height(RHQ 16.00 ft Mean Roof Height(HQ 14.00 ft Width Perp.To Wind Dir(B) 56.00 ft At= 0.105 Width Paral.To Wind Dir JU 32.00 Ift Bt= 1.000 Bm= 0.650 'ftW- Meters-���r , , L pa 0.200 Type of Structure 1= 500.00 ft Height(Least Horizontal Dim 7 0.44 Epsilon = 0.200 Flexible Structure No in= 15.00 It 7 7 Gustfaqtor pq"qry L Rigid Structures Sim';1 Mo" 3ust1 I For rigid structures Mt Fm>I Hz)use 0.85 0.85 ctures-Comptete 'Guttvacwcate m dmm _gory,11 91 zm lZmin 15.00 ft lzm Cc-(33/z)A0.167 0.2281 Lzm 1*(zm/33)^E silon 427.06 ft Q (1/(1+0.63*((KAin(B,L)+Ht)/LzM)A 0.63))A0.5 0.9306 Gust2 .0.925*((1+1.7*lvyi*3.4*Q)/(1+1.7*3.4*lzm)) 0.8885. 7777;777' -77 9=8ince this is not a fle)dble structure the lessor of Gustl or Gust2 are used 0.85 Fla 26.11-1 Internal Pressure Coefficients for Buildings.Gcpl indition Gcpl Max+ Max- Open Open Buildings 0.00 0.00 p Partially Enclosed Buildings 0.55 -0.55 Pa rEn,dlosed Buildings 0.18 -0.18 pEnclosed Buildings 0.18 Page 1 of 2 ASD Design,with a Load Factor of 0.S*W 9/15/2013 ASCE 7-10 ASD DESIGN=0.6*1W Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6.30-2 -External Pressure Coefficients,GCp Loads on Components and Cladding for Buildings wr/Ht<=60 ft -L-22e-- i-4 5 Ht 2, 1 . 2 15 5 -r---,-- -�---T- a a a as Gabled Roof 7 <Theta.<=45 a= 3.2 =_> (-3.20 ft Double Click on ny data entry line to receive a help Screen Component width span Area Zone GCp Wind Press(Iblft"2 (ft) (ft) (ft"2) Max Min Max Min 111 x50.625 9.25 15.00 4 0.97 -1. .88 -49.8 53.125x50.625 4.42 4.19 10.00 4 1.00 -1.10 47.12 -51.11 37x38.375 3.08 3.19 10.00 4 1.00 -1.10 47.12 -51.11 Note:*Enter Zone 1 through 5,or 1 H through 3H for overhangs. Page 2 of 2 MAW MIAMI--DADS COUNTY wo D PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SNV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Universal Impact Windows&Doors,Inc. 1675 West 31"Place Hialeah,IL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Count), RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Rebecca Aluminum Horizontal Sliding Window-Impact APPROVAL DOCUMENT: Drawing No. W99-63, titled "S-Rebecca Coastal Horiz. Rolling WdAv. (L.M.I.)",sheets I through 7 of 7,prepared by Al Farooq Corporation,dated 09/01/99 with revision E dated 02/27/12, signed and scaled by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Count), Product Control Section, 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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 1RX4 NE WAL 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 them has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorserpent 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 Mianii-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 renews NOA# 12-0604.15 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jahne D.Gascon,P.E. —------ NOA No. 13-0514.16 I Expiration Date: May 12,2018 p Expiration Date; August 1,2013 Page 1 -Universal Impact Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W99-63, titled 'IS-Rebecca Coastal Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, prepared by A] Farooq Corporation, dated 09/01/99 with revision E dated 02/27112,signed and scaled by Javad Ahmad,P.E. (Submitted under pre Plaits A10A#12-0604.15) B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an (OXO) aluminum sliding glass window, prepared by Fenestration Testing Lob., Test Report No. Fn- 5260(07029)dated 07-02-07,witnessed by Carlos S.Roinda,P.E. (Submitted under previous NOA#08-0506.08) 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an(OX)aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 2308 (99028) dated 07-15-99, witnessed by late Gilbert Diamond, P.E., reviewed & signed and sealed by Jose D. Mitrani, P.E. Test report was reviewed & revised by addendum lkter dated 09-08-99, signed and sealed by Jose D. Mitrani,P.E. Test report further was reviewed&revised by addendum letter dated 04-18-00, signed and sealed by Aldo P. Gonzales,P.E. (Submitted under previous NOA#991116.04 & 03-0401.01), Test conducted per PA201, 202, &203-94, now classified as TAS201, 202, 203-94.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by A]-Farooq Corporation, dated 05131/12, signed and sealed by Javad Ahmad,P.E.(Submitted under previous NOA #12-0604.15) 2. Glazing complies with ASTM El 300-04. Jahne D.Gaston,P.E----), Product Confi-ol Section Supervisor NOA No. 13-0514.16 Expiration Date: May 12,2018 Approval Date; August 1,2013 E-1 Universal Impact Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Depailment of Regulatory and Economic Resources(RER) E. MATE,RIAL CERTMCATIONS 1. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety-Plus 11 Laminated Glass"dated 09111/08,expiring on 08107/13. 2. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13,expiring on 12/11116. 4. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for aflex Clear and Color Glass InterIayers" dated 03/28/13, expiring on 05/21 92"" T F, rSTATE NMENTS 1. Statement letter of conformance, compl i with-F ed May 9, 2013, 1 y 0 1 prepared aled by J ad Abn repared by Al-Farooq Corporation,sign and'sealed by J ad Ab P.E. with FBC 2 10 a Statement letter of conformance, com lyi% FBC-2 10, an of no finane'tal �y 0 , 0;1)6 interest, dated February 2, 2012, preps by Al-Farooq, orp6ration, signed and sealed by Javad Ahmad,P.E. (Submitted un previous NOA #12-0604.15) 3. Addendum letter to test report FTL2308 dated 09-01-1999 and 04-18-2000, issued by Fenestration testing laboratory,both signed and sealed by Jose D. Mitrani,P.E. (Subitritted under preplous NOA#08-050608) G. OTHER 1. Notice of Acceptance No. 12-0604.15, issued to Universal Impact Windows&Doors, Inc. for their Series Rebecca Aluminum Horizontal Sliding Window-Impact,approved on 09/06/12 and expiring on 05/12/13. Jaime D.Gascon,P.M.) Product Control Section Supervisor NOA No.13-0514.16 Expiration Date: May 12,2018 Approval Date: August 1,2013 E-2 J f 72° WINDOW WIDTH W34WN VMTH Z AWL.ANC ADDL.&%THDR 10"MAX 00 F� AT MM SEE SHEET 10°MAX. AT MTQ.511.E ENDS FIfVENTS SEE SKEET AC 3 VENTS "3s 1Q"MA%. FOR CAPARSTY MTG.STILE FOR CAPACITY e MTG,STILE 3' 13 3/8°-MAX MAX. 3" � 8" HEAD/SILL SUiFfCE APPLIED 4 HEAD/SLL WAD/SILL A FDL LITE OPTIONAL q�q �+ CORNERS A SIy FALSE MUNITNS CORNERS t t E h it OPTIONAL APPLIED Vg It lei It if 1l It B�PQ Ii ay W UC tl N C �% p L E N m \ ^ C i/ 01 ---- II // 1t p1 — _ OHIO Q CYf .f1N . y ----U H – it It \lif— � Q it ti i `�' pj,1 (1 11 ti 11 it I 11 II I C1 ffi y g g 4.7 1j4 32 3116"D.L.OPG. D..OFN. !6 L / DL OPG. t O2.8 l.3�/8'0°. �'m $ •gOt e g orrry py � C� � S7• 30 3/4` 36 3/4" VENT WIDTH VENT WIDTH VENT vw1H °o 3 TYPICAL ELEVATIONS z�m SERIES REBECCA CO ALUMINUM HORIZONTAL SLIDING WINDO{Y APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SITE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER �9$ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING gill MIAMI–DADS COUNTY APPROVED MULLIONS IN BETWEEN. PRODUCTRENEWED LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ua mmPfFmg wltA the Flerids WILL APPLY TO ENTIRE SYSTEM. Jkddb*Code o $ nectplaoec Nu t3–a51�f• b g THIS PFt06UGT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCpY na-�• HURRICANE ZONE (HVHZ). eijtoml UAdc Pr col WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Y LOADS TO THE STRUCTURE 0W.JAMAO MW g ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON OETARS,ANCHORS FLA. CIVIL 0e 70 ��PssROHffi EVTS80 't EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3338 "b Ingc-de�tf���s ANCHORING OR LOADING CONDIT04S NOT SHOWN IN THESE DETAILS ARE pxtopRanscNoe t2 , .{ , 140T PART OF THIS APPROVAL. $ A LOAD OU8AnON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drowtng no. MATERIALS INCLUDING BUT NOT LIMITED TO STE VMETAL SCREWS. THAT oPx W99-63 COME INTO CONTACT WITH OTTER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE&SMALL 1s9S9LE 0I'ACT. REOUITEMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. SHUTTERS ARE NOT REQUIRED. sheet 1 of 7-M A4 DMtii uml)CAPAOX'PY-PS8(XO OR ox SM) NOTE: 1 GLASS CAPACITIES ON THIS SHEET ARE w 1@[NDOTP DTerS. A cress 9'YP8's' crass Trn6`e' BASED ON ASTM Et 300•-04 {3 SEC. GUSTS) � Wmm NEx;+1T raa.0) 01Td-) EXT-(+) Wt.(-) AND FLORIDA BUILDING COMMISSION 3 100.0 150.0 1OD.0 150.0 $ DECLARATORY STATEMENT DCA05-DEC-218 4 1OOA 190.0 U0.0 150.0 % I 6 100.0 956.0 1C0A TSOA 74° a 1=0 150.8 100A 190.0 26/-1 J2"U38-3/8', 100.0 150.0 1 .100.0 190. 1000 100.0 190.0 100.0 151Lo .kC4 OX n t- 100.0 127.3 IOU 190.0 0 100.0 150A 100.0 150. APPROVED CONFIGURATIONCLASS WOTHS TO 9E EQUAL ON LWOW AND FIXED UTES g um.0 1s0.0 10X1.0 ISO.o 01%b 90. lie° IDD.o 114.1 1000 1231 e 85.8 85.6 W e3-i 9° 90-0./8' 7 100.0 150.0 z 74° •9 W 26-1 1r 3 100.0 150.0 100.0 19ao 37° or 4 100.0 119.9 100.0 119.5 EbpC 53-1/ir 8 879 87.8 90.7 90.7 O 26-1/2' 6r .5 100.0 150.0 100.0 150. t 371 .4 - IOU 122.7 1/8°ANNEALED MASS //8"HEAT STREN'0 CLASS 24" 2 1411,0 150.0 100.0 150.0 38' 4 100.0 150.0 100.0 11.0 0.10°INTER LAYER 0.10'90TERIAYER TAPE 48" 24' 6 160.0 131.0 100.0 150.0 svm-PL115 9 1TY'GLASMW SAFETY-PLUS g BY'OLASS1AM' z W 60" 6 160.0 1 50.0 100.0 150.0 U N 72' 8 100.0 150.0 100.0 150.0 1/0-ANNEALED GLASS 1/8°HEAT STREN'D GLASS 24° 2 100.0 190.0_ 100.0 150.0 se 4 100.0 190. 100.0 150.0 SILICONE M 48° 36" 8 100.0 150.0 100.0 150.0 3 DOW CORNNG 995 & o0W CORNING 89°� bd 5 s 3 60" 8 100.0 140.1 100.0 150.0 1 13 \ 13 'n ti 7r 8 100.0 140.1 100.0 190.0 24° 2 100.0 190.0 100.0 150.0 36" 4 100.0 150.0 100.0 150.0 CLOSED CELL FOAL! PAD CLOSED CELL FOAM PAD 48' 48' 6 WILD 1352 11X1.0 144.4 GLAZOX TAPE 3/4°LON4 2 712PER 1/8'X 314'L074C 60" 6 100.0 111.9 100.0 12718 3 PER SIDE LTCE 12 PER LITE . 72' 8 87.8 97.9 IOOA 118.9 24" .3 - - fomo 190.o 38" •5 - - 100.0 150.0 ® c . 0.e° .7 - - 110.0 1900 GLASS TYPE 'A' GLASS TYPE 'V ) c g 72" •9 - 100.0 13Lo $ 24" 2 10.0 1367 100.0 130.7 36" 4 1004 130.1 100.0 130.1 ry 48' 60' 6 1009 10413 100.0 104.3 1 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE m 80° 6 $1.5 81.5 89.7 89.7 FOR WINDOWS WITH APPLIED RISER AT FRAME SILL n 72" 8 71.3 71.3 809 i.6 •3 100.0 131.0 100.0 fsoo 4° FOR STD. SILL (NO RISER) UMiT EXTERIOR(+) LOADS TO 60.0 PSF 2 SEE DETAIL ON SHEET 4. 36° so' •9-- t000 1944 100.0 150.0 _ 48" -7 100.0 1053 100.8 140.8 Eagr:JAVAD A40M0 1 •° ava rRODUCrasvrsRD Y C w° •7 - 100.0 120.0 g 'p1101D11CT R6NEYlf.D FLA.pE 70582 $ 72°• .9 - - 100.0 107.1' Code t�rida aarnmidytAknllhth m>apM°g Ttaldlog Cmk A+= NO. OF ANCHORS PER HEAD 8e SILL Amplau-Na,1'.1.05111.16 Aaq?le • =ADDL ANCHOR AT MTG. STILE ENDS dra,uiaq no. St9Mm1 i a:�e Prodacf eat,11>,i °�`p`°°"" W99-63 HEAVY DUTY MTG. STILES 4MAY. _ LBheet 201 7 n i i i DESIGN LOAD CAPACITY-PSF(HOX SIZES) NOTE: �q . Gratis TYPES GLASS CAPACITIES ON THIS SHEET ARE `Y wwow DIM& A V.'D'.'a' s 1? �p FLORIDA M E1,300-04 (SSI EC GUSTS) Z 7ADT41 HEIOHT EM.(+) 1Nr.(-) ®` 74" 8 90.0 110.0 47 714°MAX. % DECLARATORY STATEMENT DCA05-DEC-219 r22 106-1/4" 26° 10 M.0 110.0 H. 115° to 90.0 limo 74' 8 90.0 110.0 rd' 106-1/4° 38-318° 10 90.0 110.0 plpyy D 171° t0 90.0 116.0 T. OPERATING VENUS TO BE 1/4 TO 1J3 OF THE YANOOtY WIDTH V 74° 8 90.0 110.0 WITH MAX.O.L.O.WIDTH AT ITXtl!LITE AS SHOWN ABOVE. Q 108-114' 50-518' 10 20.0 110.0 a g 10 90.0 110.0 Q 74' 8 90.0 91.1 cc 106-114" 63° 10 75.3 753 1/8'HEAT STREWO GLOSS 1J8"HEAT STREWD 04155 1/8'HEAT STREN'0 CLASS 4��R4PTI° STREN'0 CYA55 � � lit, 10 74.1 74.1 ��LL 74° -10 90.0 110. .090"INTERIAYER RLAYOt ,'j US 0 a �SOW' AFLEX YER BUT' EAf2T trl9 SENTRYG4S 0 106-7/4° Sr -12 90A 110.0 BY'SOWTIA' BY'DUPtlWT' BY'WPOHT' ' Ill, •12 90.0 110.0 118"HEAT STwro CRASS �� i f8°HEAT STHEN'D GLASS � 5 1J8"HFAT'SfftEN'D BASS � EAT STfffiHb GLASS 72° 7 90.0 11 0.0 ®84" B 90A 110.0 yak 96' 2+" 10 90A 110.0 m t� i �L� TO / E i CORNING 795 \ CORNING 795 DOW CORNING 795 \ DOW CX#�1G 795 \ w DOW CORNING 995 lob° 70 80.0 910.0 Q+ DOW C MN94G 995 °' DOW CORNING 995 OOZY f>ORPENG 495 72" 7 90.0 110.0 GE 2000 GE 2000 GE 20W ��84" �° 8 90.0 110.0 N W 98° 10 90.0 110.0 10 x f0 M toe° to 90.0 110.0 ` \\\ n.o 72' 7 904 1tO.0 \ \ \ A M Be 48" 8 90.0 110.0 YE.rLC PENT VENT 96` t0 90.0 110.0 I0.0- 106- 1 10 90.0 110.0 72° 7 90.0 99.6 3/16°HEAT STREWO GLASS 3/16°HEAT STREN'D 10.055 3/18°HEAT STREN'0 te'lAS5 3/78'HEAP STRENYI GLASS 84" 66" 8 90.0 91.1 M r 88' f 0 863 88.3 090°INTERLAYER OW INTERBAYER .690"INTER LAYER .gam PLUS N R ,n 5 T 2 log* t0 81.6 81.8 'SDWTIA' By D pmr 81'' BY' W 72° e 9 90.0 110.0 311W HEAT STREND GLASS � 3116°HFAT STREN'6 CLASS ¢¢ 3/16°HFAT STREN'D GLASS 3/i6"HEAT 5fttEN'D GLASS F ffi 84" ow •10 I itOA g 96° °12 90.0 1 im0 708" s 12 90.0 110.0 ''�°� SILICONE 10� .. SILICONE i0 SILICONE ' SUCONE 1 OtA7 CORNtt�'.795 \ I DOW COMING 795 ':, .i DOW CORNING 795 47 .' i' tORNlNG 795 �#Q A Q NO.OF ANCHORS PER tiEAO & SILL O1 i' 2OVt CAI?PIIPXi 895 a iii DOW CORNING 995 DOW CORNING 995 i 20M G 995 c k • ADDL.ANCHOR AT MTG. STILE ENDS •: i GE 2000 t: GE 20M : i� GE 2000 -- $ ii I. . 6 8 \ \ c °dSV FIXED LITE FIXED LITE FIXED LITE FIXED L C e o m C1r.ASs TYPE GLASS TYPE 'C GLASS TYPE 'D' GT.ASS TYPE 'E' STD. MTG. STILES Eapr A0 0 a f1A PE pp M592 PRODUCf REVISED cAN.3578 ss co.pIyWg+Mhlire RUidb TItBdU(Yt tiBPitsweb o 3 BBY1wPi718gnH41heFte+tda' p j mNo jz-ow4tr g1h39tng Cade let 41'ccei+laeceNa/3-051 t ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEEP ARE nt 1$Tidi-a9eja Daze - FOR WINDOWS WITH APPLIED RISER AT FRAME SILL dfowing no. ` FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 60.0 PSF P '.. W99-63 NT Dads ��+ SEE DETAIL ON SHEET 4. Sheet 3 of 7 i 1VPMat.ANCHORS IBY ELEV.FOR SPACING METAL TYPICAL ANCHORS 1 MOOD 6= 1 STRUCTURE SEE ELEV.FOR SPACING --------------------- OR URE I NUOB-DAOE COUNTY APPROVED 1 WOOD .°4 °.b•a.< c. ° I MULLION&MiLU01N ANCHORS 1 I.- _ 'e SEE SEPAPATE NOA 11 1 It 4 �J S TYPICAL ANCHORS TYPICAL ANCHORS SEE 8".FOR SPACING SEE ELEV.FOR SPACING IL H Ill WOOD BUCKS AND METAL STRUCTURE NOT BY UNIVERSAL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: TYPICAL ANCHORS SEE ELEV.FOR SPACING �+ FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 1/4" CIA, ULTRACON BY O' (Fw177 tm,ty-las x%) g^t O SEALED WITH WHITE/ALUMINUM COLORED SEALANT. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �1 W WEEPHOLES: 1-3/8- MIN. PENETRATION INTO WOOD j two g Wt - (1 7/8" X 1/2' WEEPHOLES) AT 4" FROM EACH END THRU 1BY BUCKS INTO CONC. OR MASONRY a M 8 WITH PLASTIC FLAP VALVE AND FOAM PADS 1-i C. OR MASONRY g N M a t W2 - (1 7/8" X 5/16" WEEPHOLES)AT 4" FROM EACH END ]IRECTLY UNTO CONC. OR MASONRY —M WITH FOAM PADS -1/4" MIN. EMBED INT RY W3 (1 7/8- NOTCH) AT ONE END ONLY (GRADE 2 CRS) q 2S 3: AT GLAZING LEG IN FRONT OF MOV. VENT r ^ 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 13E PLATED OR PAINTED) 110 SMS OR SELF DRILLING STREWS (GRADE 2 CRS) SILADL RISER TO SILL INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") dtaTH SEALANT (NO SHIM SPACE) � 7 � ° MIN. (EXCEPT AS NO € 2i NTO WOOD STRUCTURE - 1" MIN, 2 W2 3 1 INTO METAL STRUCTURE - 1/2" MIN. 0 m 8 S„ 17 CONCRETE AT HEAD,Silt.OR JAMBS fc .3000 PSI MIN. e • C-90 HOLLOW/MM BLOCK AT JAMBS I'm a 2000 PSI MIN. v o w Is "�i.;i:s 7B d# "•� —T FAM AHMAD a g PRODUi:r t71�„t;wt;ta FLA.PEEK 7t>g82 �SeD h,tan F= ~ be < 3538 •q d e. rn " i nomb,yat,i :�.i.r{•luide C.A.N. AompieamNa 12-OTOO4tr Mtliding'CO+k ` 1aI 31 �• •< a d 4 KCAL Ol>5 P ^ n ". v 7RDD DaM TQ Z S FOR SPACING > I 18Y ` _ drawing n0. TYPICAL AN WOOD lIKBC uSB�Cntn� lacc�aFe. SEE W99-63 �• `"• Wi mGE ate• FOR SPAM SAY 3 12012 stteaL$of 7 02 via n II lj s A XO I.®YOt}T OX OPPOSITE MCM z 0 g� U s M�� rMEWED na%t4 am Flo" C tiY;'V! YN S ulz ` e drowing no. Fwh W99-63 2.3t2 �.814 214 L7'gM# PART$ QDANTAY DBI;<7RiP'PIOR MATB@tAL blANf:J9UPPLl�i/1i8U6RRS 865 aW2 TYP, B6S 06E i U--50D3 9 FRAME HEAD 6093-TB - M YYP. 2 Wsm1 1 FRAMH SILL GW3-T6 - a 2.te7 lA lAeO k-a75 a47 3 U-2003 I FRAME EJAI 6083-T6 - A k 4 U-6003 1 FRAMe J�-VENT BOBS--TB 1 GLAZING BEADS .5 U-5001 1 ROW.IAMB-FO W 6083-TS - TYP. ! .438 K U-°.AQ4 1/VENT FIXED UTG.RAI. 6DB3-T8 .875 U-5007 2/VENJ YENT TOP&ROff.RNL 8083 i8 U-500S I/VENT STD.MEETOM RAIL W83-T8 t.3B4 U-5009 1/VENT HEAW WTY tAEEf99�fGG RAO. Bt183-i8 - (�.06E U-8008 T/VENT VENT me STU.E 8083-TB FRAME HEAD tYP. ltA-47592 AS f�D. tUAZOdG BFAD{3/$°GIASS) 8083-TB -,UA-5008 'AS PAM GLA29NO SM(?/to-GLASS) 6083-TB - L436 VENT TOP/BOTTOM RAIL a f-- 11 AX-3464 2/VENT EXTRIZED HOWL LATCH,3"LONG 6085-T5 AT 8"&48°FROM BORON 1 '7� 12 U-5O10 _if LATCH LFAf SPRING SIT.STEEL - 475 i3 - AS RED. GLAZIhM BULB OASItEi VINYL. - All 13A tM-5012 AS MD. GLAZ9M WEDGE GASKET SOFf PAC 625 A78 14 W8504 ZJPANEL ROLLER t{OUSINO&CUU7E NYLON AT EACH ENO OF VENT � .980 15 U-5505 2/PANEL ROLLER METALLIC - 2.572 EaES VENT LATCH 18 U-5508 2/PANEL ROLLER SHAFT Sr.STEEL - I7 - 2/SAFFLE BAFFLE NY- - 2344 98 2/BAFFl.E BAFFLE SCREWS ®6 x 1/2 SI)5 �z A6E 18 AS Rm. Am SCREWS 010 x i"PH SMS FFsi 2312 Tom'' 20 - 2/l'ENT FIXED ROIL SCRLYI-SUl - 010 x 2-3/4 Ni SMS 1'8`'5 21 7919-187 AS ROD. FUN SEA.WEATHERSW - SCHtEGEI OR E(AW. M FRAME SILL 22 - AS ROD. WCONE 6EAO 2564 1A91--� IV 4 - I/VENT SCREEN - OPTIONAL a7 ti . ' JAMB STILE - AS ROD. JAMS STOLE BULB WEATHERSTRP SOFT Vem TD'' - 1/WEEP BEN CELL FOAM PAD - 1-1/8"X 2.187 2.IS7 _7 U-2001 1 su RISER 8083-T8 rn (o 2 2374 1275 M7 �J]272 ,r�� ��-,, .a7 Lr---A 976 •9i '-mil td22 s76 1.406 1.406 c STD. MEETING RAiL H.D. MEETING RAIL FRAME JAMB - VENT (X071) (XO.OX) $ $ 2187 X62 PRODUCT RC.t LvrD t7Wr TYP. aseslspigtagwitk Itt46Tofld4 E S 0 Atfdlag Cats AttY(tancrNo 13•o t L220 3' 1.251 .P.><r}nRprytFa(o^ Vj£� ° e� 9� fl aPTatac@ x126 2374 4312 5 FIXED MTG. RAIL Ergr CPA PRODUC E REVISM RA PE B 7089a asrn ptyingxifame Fb7i8C i C LOW .630 CAN.-3638 ) Ip9 Cale .781 H-;%9� .576 .�� Accepteace Nu Ii .755 .06E TYP. PD> dYOtairlg ltO. .862 .931 W99-63 FRAME JAMB - FIXED SiLL TRACK SILL RISER sheet 6+>< 7 • x IV F XEO MiC. RAiL COPBJC r_ f x ell a I LOA RF,NF%VW g"Ith the ftorift 0 z Ira ® ab U liNPWf NPA4�fVp{Ki.'.VfL1M 7 ittr-JA-- C •* F1A perm PRODUC r REVISED CAN.9538 P[cmaplybgMPo the Fla" AAmpte ec�N. fjfatrifl(j QO. PSd'ePiaglpe; ���...�3