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WS-15-2778 Inspection Worksheet T-C 15_ -21 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246983 Permit Number: WS-10-15-2778 Scheduled Inspection Date: March 30,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: VILLARREAL,LEANA Work Classification: Window/Door Replacement Job Address:163 NW 101 Street Miami Shores,FL 33150-1213 Phone Number (786)553-1534 Parcel Number 1131010230150 Project: <NONE> Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone: 305-634-3420 Building Department Comments REPLACEMENT OF 1 WINDOW Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 29,2016 For Inspections please call: (305)762-4949 Page 7 of 39 S v Sn U Miami Shores Village „ 10050 N.E.2nd Avenue NWS'„ '• Miami Shores,FL 33138-0000 Phone: (305)795-2204 x Expiration: 05/03/2016 Project Address Parcel Number Applicant 163 NW 101 Street 1131010230150 LEANA VILLARREAL Miami Shores, FL 33150-1213 Block: Lot: Owner Information Address Phone Cell LEANA VILLARREAL 163 NW 101 Street (786)553-1534 MIAMI SHORES FL 33150-1213 163 NW 101 Street MIAMI SHORES FL 33150-1213 Contractor(s) Phone Cell Phone Valuation: $ 2,625.00 COCONUT GROVE GLASS AND MIRR 305-6343420 .. .._. ......__... �.x...__....__.�. _� Total Sq Feet: 0 Type of Work:REPLACEMENT OF 1 WINDOW Available Inspections: No of Openings:1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-10-15-57618 DBPR Fee $2.00 11/05/2015 Check#:1372 $77.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 10/30/2015 Check#:1368 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzon'ng. Futhe o rjaeaboveraacned contractor to do the work stated. November 05, 2015 Authorized Si re:Owner / Applicant / Contractor / Agent Date Building Department Copy November 05,2015 1 Miami Shores Village ) - 4 Building Department OCT 2 0 15 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 : Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20I4 l BUILDING Master Permit No.g PERMIT APPLICATION Sub Permit No. �' XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP '//,) / CONTRACTOR DRAWINGS JOB ADDRESS: 4 3/V City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: //~3/01- 02.3- Q/rO Is the Building Historically Designated:Yes NO k Occupancy Type: Load: / Construction Type: Flood Zone: BFE:: �j FFEE:: OWNER:Name(Fee Simple/Titleholder):L��-4�«ASL Phone#: Address: I(.3 /V W S71101$e AC e;e-r �s City:/22&��� State: Zip: Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name: ���/�/�� d�[a l "PhoneV/30 9 dd'- Address: City. T State: Zip: ✓"J��-Z. Qualifier Name: / Phone# � ��-7 State Certification or Registratiop#: �-- Certificate of Competency#: / DESIGNER:Architect/Engineer: 06 G '4�ae"e-S Phone#:1744dod-3-3 9.�� Address: 210'1 v '0 /V(- ,A City: p: state• "L- zi 3 6/� Value of Work for this Permit:$ Z�� Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition. Description of Work: If Specify color of color thru We: Submittal Fee$W' CK) Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$2 f (Revised02/24/2014) i A Bonding Company's Name(if applicable) , Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, P06Ls, FURNACES,BOILERS,HEATERS,TANKS,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 do 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 je to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first in ection ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will at be rovWandare' ction fee will be charged. Signature Signature g OWNER or AGENT CONTRALTO The foreg ing instrume s aqJ0owJedged before me this The foregoing instrum was a =wledge d beforemethis day of 20/��by a27 y of. . 20 f'�( ,by / who is personally known to /�t�< U +C.I�h�o is personally known to me of who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARYPUBO C/2)Sign: /- Sign: Print: Cs� 4eq, Print: Seal: a°`;. �;gvc GLORIACOTO Seal: � � QLORUICOTO w2017 EXPIRES:412,2017 * IN COMMI ION#EE 8801 MY COhBII3SIOV 82!6 EE 81 EXPIRES:J*12, �"MC'no°� Ba�dedTnruBud�NotaryServkea ' � � 9akedti�tBud Na�rySerricea ******************************** **** * ******************************************************************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) Property Search Application-Miami-Dade County Pagel of 8 t: E ' 1 ( I ' I leir r 4;u Address Owner Name Folio SEARCH: 163 nw 101 street Suite Q Back to Search Results PROPERTY INFORMATION Folio:11-3101-023-0150 Sub-Division: BONMAR PARK ADDN RESUB Property Address 163 NW 101 ST Miami Shores, FL 33150-1213 Owner LEANA VILLARREAL Mailing Address 163 NW 101 ST MIAMI SHORES,FL 33150 Primary Zone 0800 SGL FAMILY-1701-1900 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 http://www.miamidade.gov/propertysearch/ 10/27/2015 CFN:20140058774 BOOK 29001 PAGE 3042 DATE:01/2"14 03:18:34 PM • F=gred t^and retum ta• DEED DOC 1,710.00 Rosanna Espinosa HARVEY RUVIN,CLERK OF COURT,MIA DADE CTY Exclusive Title Company,Ine. 150 S.Pine Island Road,Saito#115 plantation,FL 33324 File Number. 13002321 Parcel Identification Number. 11-3101-023-0150 (Spee Above This Line For Recording Data) CORPORATE WARRANTY DEED This Indenture made 2.) dap of January,2014,A.D.between NL Consulting,Corp.,a Florida Corporation whose post office address is:2305 N.Stats Road Seven,Hollywood,FL 33021,a eorporidon existing under the laws of the State of Florida,Qvmw and Leona Villarreal,a single woman whose post office address is.-163 NW 101 Street,Miami Shores,FI; 33150,Grantee, Witnesseth,That the said Grantor,for mad is consideration ofthe sum of Ten and No/100 Dollars($10.001 to it in hand paid by the said Grantee,the receipt whereof is hereby aalanowledgad,has granted,bargained and sold to the said Grantee forever,the following described land,smaw,lying and being in the County of Miami-Dade,State of Florida,to wit: LOT 1S AND THE WEST 2S FEET OF LOT 14,BLOCK 2,BONMAR PARK ADDITION, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24,PAGE 71,OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY,FLORIDA. a/k/a 163 NW 101st Street Miami Shores,F133150 Subject to taxes for the current year,covenants,rensWctions and easements of record,if any. Parcel Idemlin'ctcatioa Number 11-3101-023-0150 And Tule said Grantor does hereby fully warrant the We to said land, and will defend the same against the lawful claims of all persons whomsoever. In Witness Whereof, the said Cumitor has caused ibis instrument to be executed in its name by its duly authorized officer and caused its corporate seal to be affixed the day and year first above written. Florida Cmpa W Dent CFN:20140056774 BOOK 29001 PAGE 3043 Signed and Sealed In Our Presence: _: ..:....•.,.�.,...: ...W..a ,Mame• ent Witness Printed Name: (Corporate Sea>) State of Florida County ofii�lmde "U The foregoing katr n =was acimowledged before me this 2 day of January,2014 by Nicolas Lamgariello, asesid o CORP.,A FLORIDA CORPORATION,on behalf of the Corporation,be [j is or(__J has produced a valid as identification. NOTARY P Printed My Commissiam Expires: '714-3-12,p)7 '`tMy SWYOD117 • eae�7tNt�frpuetau Florida Corporate Decd. I PROPOSAL Coconut Grove Glass & Mirror Corp. Glaft Contractors.Store Fronts.Windows.Sliding Doors.Plate and Safety Glass.Custom Sbower and Tab Encimns.Mirrored Walls and Ceilings.Glass Table Tops. 3660 N.W 411t Street Phone:(305)634-3420 Miami,Fl.33142 For. (305)634-3421 Prolmsal sabmitted t8: Leena Villareal Date:08/21/2015 163 N.W 10181 Street Miami Shores,FL 33138 Cell:(954)854-5733 E-Mail:Livl>:rodllctlonskaol.com Page 1 of 1 We hereby submit sloMeadons and esthastes for. Supply and install SIW 2 panel bi fold door with a wbite frame,7/16"clear impact glass.Heat strength 2"narrow style,4"bottom rail,satin stainless steel hinges,and a white handle. (1)53 10 x4 Y NOTE:New concrete opening by of hm Price does not included engineering,permit or finishing work of drywall and stucco. ................................ $2,625.00 Included: Tax,material,delivery,installation Exchnled:Demo cr removal,confft rotting,wood buten,km walls,structural steel or headers a columns,break metal,sk=o,plate',paint or tauch-up,drywall,window sfll%exte is or mtmia finished be i mag,impact or Storm Panel System,electrical or alarm wiring,specw bardware,cling anNlor p owbon of&amen of glass,DXB APPWM ar Fen,Permit Of ExpediU w Foe,Courier Fee,Shop Drawings and Engineer Calwlatims,ovartime or wc&md hours,field testing or reUwMv cast,and do not agree to any hquWwxd damages. Note:UWm listed M the mduded wan ofwgtiC abwfe IU Inte"Wabdhow newtunce d Dade Cue'*Apptavel,XWPDYMbW end> Ca >m Is at 66 spm demon of tin bva ft a of tbat ed wkld so Welk hbftperkrtoadto wa,MOdOfnPhIGA408dWB ftedmtApptsvaAIran MdroDeft County wi Wei HbespmtyooImtooIand 82MWdwthis aguy mombeadise duthasbeen delke7nd orbsmvedoomyteelptoputy WRINInsnet 6"Paid$Sdiarmaybe removed stanytheatout" di ooand mWdepoAorpa9affiemWemwtmdsdnt wibbe daimswatlwomofda cmsedbyrmmwoolefsaidme a Now be 6060nd Cocomu(trema(Nees&bltmor Cep,PCacaust a awe'!is Iiii i to me a v*a a reek ofany brew�ab agreeomet 0,00 aibct my mom else ffi eyming ands dela i i �t)iadEodt0.�Y .Cao t ebaFibe cokled toits r amoble afiesand cos mss,padjodgmW and G&Mwlso foaaywadcam b��yF��,dlapap"v ga, WtoSaMfaomm an tf niausandwelveodWtotedbyjwy. *emm%hk doftimdnpmvided by Coaamt etove6cat a daa im wdktetyprov}de wry . mail,ratan mcoipt m ba eiCoadoee,adviafog�dm avantCQmwre trimaa9aarka�maDpuovidadiyCommothwearese�PaomryCgod aapragmda Caps dew ffie ebM on,�y etwllrbt ioanpose any ds6resos ems,emyaWapa velar tba e+ca ofpa ftymm fa be wa&as(canna: 50%deposit due upon signing;balance upon installation/opfinal • pection As materWis gamine d to be w fid.Aa week to beeomplaed fan vrotkreffilw AWho nimm r aautdiag to standard praedem.An atteratao orders here abew apedita. tines btwlvbad or&=aadwil become sm Mar(. --,�enior��Pro�jed mawamracbatgeamandabovetire a a Van . uPf a�Qll„ 6wglass,com wdIv.beyond aweostrA Owner ft earryfire,tcanade and after naeaery bwmaem Note:Thee propo t maybe worm”by Oww0damareadiyeoouredbywerkmensCernIaeoraoaa tfnd 0 e f Acceptance of Proposal-mo ebm psims,sperms ""' and oanftm ane sdisfaaaty and bene y aamp W&You are SICNAIVU- 9 wed to do So wa&q ocifimL Payramt will be name as outlined abovm Data ofd A�e Pavm,,�t of 18%Aff-SM&will be charnel on all PAf MX RW-Q Ac RCERTIFICATE OF LIABILITY INSURANCE DAYst °"Y"'"' 10/20/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THF — CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the cerfi t ebe holder Is an ADDITIONAL INSURED,the policy(les)mast be used. If SUBROGATION IS WAIVED,subject to the terms arW utas of the policy,certain policies may require an endorsement. A sidernent on ids certlftr abe does not confer rWft to the certiftcale tattler In Ileu of such M922RM20121. NSI Insurance Group PROME305-556-1488 X242 Pax 305-556-3680 181 Nor111 mst 154th Sufte 230 WA PC 04 Miand Lakes FL 33016 aPPORouto a►A�cs A:FCCI Insurance Co 10178 INSURED s :Vitem Insurance Comomv 25011 Coconut Grove Glass&Mirror Corp. ummeRcMapfre Ins Co of Florida 34932 3660 NW 41 St Mlarrg FL 33142 mwmD.Torus Speclaftv Insurance Cornparr y 44776 tee• INSURER F: GES CERnMATE MR•1032142080 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPEOP mm ADA Lam B X I COMMERCIALGIBUIRALLIABILMY N WPP12OD723W 4r"2MS 42MWS EACHf� $1 O7D MED EXP(AIN are paman) $5.00D PERSONAL s ADV IN AIRY $100D 000 GOR.AGGREGATE UINT APPLIES PER: GENERAL AtXIRM*IE $Z000.0w moo"ED ❑LOC PRODUCTS-COMPIOP AGO 000000 oTHIER: $ C AUTOMOBILE LIABILrYY N 41W15W11480 420/2015 4rM=6 $1 000 X ANYtAUTO 801XLY MIRY fCB D Bf mY"w(Pw a $ X HIRED AUTOS X AUTOS $ $ D UMBRELLA LIAB X OCCUR N 76MWISIALI 41AM=5 4208016 EA040 $1,OOD,000 MWESSLIAS AGGREGATE $1,=,00D D A WORKERSCOMPENBRTION ODI4M15A-42367 3H/2015 3MMMS AND 1010 LOYEtS'LIABILM X ANY PROPREE ORIPAMINEI DECUTAM r r N OMCERIMEIABERDCCIAMM? NIA E.L.EACHACCKXW _ $1,000,000 Pb=ktory In MN) B��e, E.LDISEASE-EAEMP0 00 61,000,0 OF OPERATE below E.L.DISEASE-POLICY LIMIT I$1000,000 OBSCMvn=OFCPWAMMILOCATIMIVLA(ACOM10r,Adel wAybeplt I iffammig i M I Contractor Ucense;0017767 CERTNFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABovE DESCRIBED POLICIES BE CANCELLED BEFORE Mlarrd Shores NA THE EXPIRATION DATE THEREOF, NOTICE wnLL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PRov18KM Mlarrd Shores FL 33138 AUrHDRFD NI'ATLVB ®1888-2014 ACORD CORPORATION. AN r%o is . ACORD 25(2014101) The ACORD name and logo we raglstaW marks of ACORD tRW RM6C7SfN8 IV R >6tLit`l�lc x CC1CONlJ1` t16J' NOWs 3660I ?1T � � �� 1VI�ste asp lir isutr£ OWNER SEC.TYPE OF SlyS11114SS PAYMWWRECEIVE6.`- COCONtlT GROVE GLASS i lllif€,ROR 2- 14 RE SAIL SALE !1A TAX.V EEcroR Erktployee(s) 11 s $82.50 (7/29/2015 ` kHE& I5-158943 This Local Basinea:rftllclleceiptonly r o dines PRO i BusureBs Tax The Revel is not a liae�s, ~ patinlFAr a cerfifi oltof the hold6 s ualificatio Holdec_. �laph? any governmental . 6r�agov®mmentaY�iilatory laws��regnirenrryot6"f _ " `to the bi�iil� fhiIECBI�T NO aboirenuat 6e dlspiayd on all bddnnercial else M�g}nI` a8eard8a-276. irortpereiafem►efioa vis"fiaerww.miamidade.aify'Jt�Si�(�wRer �..........-j T1SSireBil n50 o r - sY f- r 41573f� r !3l)SINESS KIAISA ` RGEIP1`IVO r CO bNIJi i20 f� REI11EiA(1#t 3660 NW41 SF F � ` 2fIZ1lf �9 MGatt di ay ilsiii$s -IUIIAMI FL X3142 r� _ ,; r �xfr�tf8fist2c� � db f OWNER c '] SEC.TYPE OF dldS�Yil�88 PAYMENf�RECEIVED _ COCONLiT GROVE GLASS MIRROR 196 SPECIALTY BtilLUl)11f� tVTRA&TiTbR BY TAX COLLECT 4 CgRP 0000177G/ - Workers) 2 $75.00 07/29/2615 F 1:CHECK'15-158943 =_ This Local Business tax Receipt O*confirms pays dol '1 Busiasss Tax.The Rsco"pt is not a license, W or a cerfificaBo►Fof the hod alficawd 1oider-jquuA omplyvvidi any goveiiunenul ornf boar meatal too ably OVA requiremeaffiwNl �y to fhe briolnesx f -the IH CEIPT b0.above must he dispie�ad on all ocimnereialeles Misoiarib GodsSocea 276 fnr more hftumlatia0% 77 FrIdif4•c � ry Ti fi§15Jb zk 1iIC. NbT PAY OG Ido OOOtI�F7r r A% nr RECIIPTNB' Y BUSI ESS 1JAb({EI.GT�;Cy��°��ON tUrtG} 1►fRiR SEp`( tldu OOF11� 7473255 3660 NW4'f ST �ursaanf�d [Ittty Code MIAMI;FL 33'1`42 Sac 1SI=�h OWNER TYPE"OF BUSINESS PAYM ENT RECEIVED - OOC NUTGROWGLAM&MIF�R 34m"ry I�IN + BY TAX COLLECTOR CORP _ 175.00 " 09/30/2015 0237-15-000976 7tds:ie dptisriotvalidinth9Id1C0Ilr*A' !eO.dtfeaAvenfa l.;Hs"h,Key Bis6Syre, Miffini(mderre'Miami Lakes Pel►r1Eto Bay Arima Suroiltsl BC1 Tavh of Qdler.8ay. Mm J Formaeinf n.. onVs1twwwrnMd CTOB BUSINESS CERTIFICATE OF COMPETENCY WWI 000017767 COCONUT GROVE GLASS&MIRROR s • D.B.A.: VALDE [L L 1 SWILAM I8 t n1fied under the provisions of Chapter 10 of Miami-Dade County r Mecawind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 10/26/2015 Project No. : R0197 Company Name : COCONUTGROVE GLASS 6 MIRROR Designed By : EDWARD LANDERS Address : 3660 N.W. 41 STREET Description : IMPACT FOLDING DOOR City : MIAMI Customer Name : LEANA VILLAREAL ` State : FL. Proj Location : 163 N.W. 101 ST., MIAMI SHORE File Location: C:\Users\dirops\AppData\Roaming\14@CaT'7ind\Default.wnd Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At 0.09 Bt = 1.07 Am = 0.11 BM = 0.80 Cc 0.15 1 = 650.00 ft Epsilon 0.13 Zmin = 7.00 ft Pitch of Roof 1.945946 12 Slope of Roof(Theta) = 9.21 Deg h: Mean Roof Ht = 10.50 ft Type of Roof = HIPPED RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 55.00 ft Bldg Width Across Ridge= 35.00 ft Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 7.28 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method • • g Y g mp 0000•• Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 • • • 0000•• •• • 0000 • Gust Factor Category II Rigid Structures - Complete Analysis ••�••• •0000• ••••�• Zm: 0.6*Ht 7.00 ft • lzm: Cc*(33/Zm)^0.167 = 0.1900000• 0 :000•: * = 535.47 Sb•• • • • • Lzm: 1 (Zm/33) Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.9400000• •00000 00000 Gust2: 0.925* 1+1.7*lzm*3.4*Q /(1+1.7*3.4*lzm)) 0.90 • • (( ) 000000 0000 00000 • • • • Gust Factor Summary •• •• 0000 00.000 Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85000000 0 00 • • • • 0000•• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi 0000•• GCPi Internal Pressure Coefficient = +/-0.1$ • • 0 •00.0• Wind Pressure on Couponents and Cladding (Ch 30 Part 1) •• • Roof not shaun l t ,r 2; 1 2 2,. 1 ,- 41 fy t 24------ g�.�� a Wans r f Hip Roof 7 <@ s=27 +� All pressures shown are based upon ASD Design, with a Load Factor of .6 •. S Width of Pressure Coefficient Zone "a" _ = 3.50 ft'' zt�,39� • •�J�; e Description Width Span Area Zone Max Min Max P Kin p iyU ,�/ vvv w --------------------ft- ft ft^2 ---C-Cp ---GCp p-- psf v �W ----------------------------------------------- - MARK 'A' 2.00 5.00 10.0 4 0.90 -1.10 44.49 -52.73 v ;C" �•, n' , . v •' �o•• `..10,0 y } fir MARK 'A' 2.00 5.00 10.0 5 0.90 -1.40 44.49 -65.08 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 41.19 psf • LANO 1 O� ;w d�o •. 5 p •C^.r SS I o1 .00.00 909009 .. . .... 9 9.0.00 09999 9999.. 9999.. 9999.. .999 . 0 0 0 . . . 9999 9999 9999. .9999. 9990 99999 99 .9 0000 900000 .0.000 0 .00.00 . . 9999.. .. 9 9 909 . 99 " ani Shores Village BY DATE - ��� + 44.49 / 52.73 AI I FFDFRAL COPY 13� ly- FAMILY ROOM [n W N U] N W BATH }`1 J N x C7 t7 Q DINING RM. KITCHEN W F O > ' Q o BEDROOM #2 W � 0 O F- 30 rg LL ZZ m CO - m BATH #2 p to Q L3 [a IW- ��� • LIVING ROOM 3 ;•• BEDROOM # 1 .. • .. • GARAGE _--- 0000.. ... 00000 _.. 000000 . 00 00p • • • • (� r •0000• 0••• �M•• • • J 00 of 000 A R0�0• •••••• • W W J•• . ad • • • i J i cq • * * •• • • • •••• < 3w 3 w T O F L O O R P L A N 4 w qac tU _ In •r. �'`is. O H Q J LL Q Iw- oA. y1 ND/vim °� •, LADNDER3D F.E. DRAWN BY: E.R. O SIW IMPACT WINDOWS, LLC. SERIES S-800 ALUM.53" X 37" IMPACT OUT FOLDING DOOR c • OF e to CONSULTING ENGINEERS IMPACT OUT FOLDING DOOR IN WHITE FRAME 'O '. cJ(}�S� ' :7 7860 N.W. 146 TREET WITH 7/1 611 CLEAR LAMINATED IMPACT GLASS ��'.•• R ® , su1TE sD9 6 N.O.A. 14-0909.13 h� • OjFk` MIAMI LAKES FL 33016 - �' •••.•••'•�ie - P.E.�f(33839S fS�()`'l Ptl' - �•i TEL: (305)823-3938 BHEETNUMBER FAx:(305)823-9355 OF 4 - 9 � N 55 MASONRY OPENING m (A W 1 53 1 COILIEll 0 DOOR FRAME WIDTH JU7rX C7I LL * 1 1 W f" (7 Z m W = ED �- 3 0 ZzLL In LL 0 O 0 — w Q 0 U Ell IW— 2 2 Oq ELEVATION 1 -REQUIRED KITCHEN • 0000•• 0000 Jt SIW IMPACT WINDOWS, LLC. SERIES "S-800" ALUM. 00.00• 0.000 Qu0Z0• IMPACT OUT FOLDING DOOR IN WHITE FRAME ••000• • W 0 WITH 7/16" CLEAR LAMINATED IMPACT GLASS 0 • 0 Q�]L: N.O .A. 14-0909.13 • • :00.0 J • • • Ji••so 0 �•i+I zZ ❑ In wI VI U] 4 J �0 _ In rJA ❑OQ � I�- 8398 i(/� a EDWARD A. oRAwN er: LANDERS, P.E. E.R. �ICIL,=7 NSULTING ENGINEERS •°° STATE of ° W '`7850 N.W. 146 STREET ffT) '' '°\_ UITE 509 MIAMI LAKES FL 33016 ��° ��•� `Q P.E4133B39B 0 Ft ,�ci. TEL: (305)823-3938 ° HEOF BER FAx: (305)823-9355 2 is _j 4 00 3 15/1611 2 1 /2" 1 /4ItTAPCONS WITH 1 3/411 EMBED. CAULKING (TYP.) EDGE DIST. INTO CONC. AT 411 AT CORNERS, A CLUSTER OF 6 ANCHORS AT 4" O.0 AT MEETING STILES AND ly a. y• ° • • • e°• ° BALANCE AT 12 O.C. ,e e' nd j ;y4 • . a '.' (ANCHORING AS PER N.O.A.) m d' LI] w N Q I- CI' O •J � ma [9 LL SHIMMING > Q a li Md B m > 0 It I ] ZL t0 z . N 00 - 0 ul Z = LUM Z - I � W I IL li 0 LTJ SIW IMPACT WINDOWS, LLC. SERIES "S-BOO" ALUM. C IMPACT OUT FOLDING DOOR IN WHITE FRAME G WITH 7/1 6" CLEAR LAMINATED IMPACT GLASS • N.O.A. 14-0909.13 : 4040• i•• ••s• LL/ 4040 • 4040 • ZW 404114041 40400 .�.. •••i•• 40� 0 a/ I I •••• s Wer • ED O I i •40.40•• 4040• ww•�• Qj ••�••� 40•• • J I-7•�i•• oj 4040 4040 4040 WU7•slr•• ••4040•• Ll • LL 0 00 *4040 J " .. a zZ � In Z w t9 Q] 4 -•I o in Q J (�✓ a Q }- a ..e a e.. •e •d.. •e e ° d e d e n •d i it it Cf BY:e ,..) 1 /4 TAPCONS WITH 1 3/4 E® $ •EDWARD A. INTO CONC. AT 4n AT CORN �j7 :M;, ANDERS, P.E. ,G 'a'. ,.4 dq c e v DATE CLUSTER OF 6 ANCHORS A .S �� �1 @A150 N.W.C146 ENGINEERS _ AT MEETING STILES AND o S1 E �F ��BsO SUITE 509 STREET tD-D6-15 SECTION ���® A / ® e� F `.'�•�}\ MIAMI LAKES F3 33016 ,y BALANCE AT 1 2° O.C. `G' T 'ce�e.0 0 Ft�a�(e P•E. 038398 eHEETEL:(3135)823-3938 �T-±±NUMBER (ANCHORING AS PER N.O.A.) B��y>yQs�,®��� ` �4 FAx: (305)8239355 OF4 1 /4" TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 41t AT CORNERS AND BALANCE AT '1 2" 0.C. Ir (ANCHORING AS PER N.O.A.) I N d' L*1 SHIMMING m U] w W � a: N0 LL 13 N 0 0 v 17 rn F- 30 [3 a LL in ............-- ,- 46 ................ ....... . N ' tD Q J W r- ° •••• L7 Lel � F- L7 °. �r g ; �. ••• • •••••• F: q ° • W ° v °° •••• •• • ••••• s • CAULKING (TYP.) in •••••• • •• W — W V3 J I.- I7 W N J DOOR FRAME WIDTH � " Qom U] > W QZO m Lil ED MASONRY OPENING J0LAtvo N LLQ SECTION 9a . wNo 3a3 G EDWARD A• DRAWN BY: a[[ LANDERS, P.E. E.R. SIW IMPACT WINDOWS, LLC. SERIES °S-800° ALUM. � :LU 7950 . ENGINEERS DATE: ,i 0 7SS0 N.W.W. 146 STREET O IMPACT OUT FOLDING DOOR IN WHITE FRAME -�P(� • Z® SUITE 509 1O�B16 WITH 7/16° CLEAR LAMINATED IMPACT GLASS .� s \®�,°� tr MIAMI LAKES FL 33016 N.O.A. 14-0909.13 o F L O P•E.#03S39B ° °° °� {• .-'~' Tei: (305)523-3938 HNEET�N+UMBER �n r(ry r. •` FAX: (305)523-9355 OF 4 MIAMI-DADS bIW H-RADE COUNTY g PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 SIV Impact Windows,LLC 975 S.Congress Ave.#102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County REIT-Product Control Section to be used itn 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 RER reserves the right to revolve this acceptance,of such product or material within their jurisdiction. ry g p , 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 118-800 f'Aluminum Out folding Doors-LM1 APPROVAL DOCUMENT:Drawing No.W14-18 Rev C,titled"Series 800 Alum Out folding Bi-Fold Door (L.M.I.}",sheets 1 through 15 of 15,dated 04-10-14 and last revised on MAR 26'x`,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1.Door is rated for water infiltration with Std bottom track item#2, Door is not rated for water infiltration with low profile bottom track item#2�A,unless overhang complying per FBC is provided or system is used where water infiltration is not required. 2. Glass liter wider than 36"shall have two setting blocks per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: 'Rvliami Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 a'a 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 consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation ivas reviewed by Ishaq I.Chanda,P.E. NOA No.I4-0909.13 IOAD>=COu Expiration Date: April 02 2020 a ti d? p i Approval Date: April 02,2015 Page 1 STW Irnnact Window ,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 2. Drawing No.W14-18 Rev C, titled"Series 800 Altun Out folding Bi-Fold Door(L.M.I.)", sheets 1 through 15 of 15,dated 04-10-14 and last revised on MAR 26ei,2015,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 (See Sill details in sheet 8) 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with installation diagram of Aluminum Out folding doors,prepared by Black Water Testing Inc.,Test reports#BT-SIW-14-014 (1),(2),(3),(4)and(5) ,dated March 19,2014,all signed and sealed by Yamil Kuri,P.E. Note:The test reports#BT-SIW 14-014(3),(4) &(S)have been revised by an addendum letter dated 11/25/14,issued by Black Water Testing Inc.,signed and sealed by Yamil Kuri,P.E. and have hardware&additional Extrusion Dwgs issued by Black water Testing Lab dated,JAN 07, 2015. C. CALCULATIONS 1. Anchor verification calculations complying with FBC 2014(Sth edition),prepared by Al-Farooq Corporation,dated AUG 21,2014,DEC 17,2014 and last revised on JAN 19,2015,signed and sealed by Javad Ahmad, P.E. 2. Glazing complies W ASTME-1300-04 &-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(R-ER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their "DuPont Butaeite®PVB interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(stn Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 08/20/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter dated 11/25/14, along technical cut sheets of hardware and extrusion Die drawings for test report#BT-SIW-14-014 (3), (4) &(5), issued by Black Water Testing Inc., signed and sealed by YamiI Kuri,P.E. G. OTHER 1. Test proposal dated 08/27/13, signed by Jaime D. Gascon,P.E. Ishaq L Chanda,PX • Product Control Examiner N©A No.14-0909.13 Expiration Date: April Q2,2020 • E-1 Approval Date: April 02,2015 Z 3 Q v � Q tA� 3/16- TEMP. GLASS `y 3/18- HEAT STR£N'D GLASS 3/80 AIR SPACE .OWERLA 3/18- HEAT STREN'D GLASSINTYER Q BUTACTTE PV8 BY 'DUPONT' 3/18' HrAT SPWD GLASS BUTAGTE IVe 8Y 'MN, 3/16- HEAT STR£N'o GLASS C4 1c; s 17 I BP 15 t SILICANE (( ! ` SJUCONE • a •••••• DOW 895 i, Wa 995 •..' • t t baa ti t •66: r, �z .� ' I 0000 t,� 66••66 \\ ! ... t10'•~ 00.06• \\ Z1 / 21 ,,./ 0000 660.0• CARDINAL XL •• •• EDGE SPACER ••••••• ; Imo ' •••::6 ST. STEEL • 6 • GLAZMG GpNG :04 000000 06660 7/18' OVERALL VILA. GLASS 1. OVERA-L INSUL.. LAM. GLASS • • • 6 .•6.6 • 000000 TESE DOORSARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. jil-0 APPWVWU wiibtlk ��}2IBS 80Q DAS a&t!L.bZ I-ja P,� ALUh"um Ut1TF0Idaji I—FGLD DOOR - 3 lu THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE tt �y � z m REQUIREMENTS OF THE FLORIDA BUILDING C00E INCLUDING HIGH VELOCITY By F�" • '�` r HURL ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY v m TO TRANSFER LOADS TO THE STRUCTURE. B ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS NOTE: L a a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. VERIFY COMPLIANCE WITH EGRESS UMTfA7tOlVS WHERE REQUIRED. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETAIL.S ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CM � a � MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT FLA. PC > 738 092 � � �• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 3 • REQUIREMENTS OF THE FLORIDA SM. CODE. DOORS WITH STANDARD BOTTOM TRACK (SPH802) APPROVED FOR INSTALLATIONS droning no. WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 15 DOORS WITH LOW PROFILE BOTTOM TRACK (SIW804) NOT APPROVED FOR WATER W14-18 RESISTANCE. sheet 1 of 15 243 5/8" (MAX.) � DOOR FRAME WIDTH �@ SID. PANEL STILES) 4" MAX. ANCHCLUSORS �6 OAR � ENDS � FAD/SK.t /'IAT 4" 04. " CORNERS SEE CHART ON SHEET 8 12 MAX. /'• HEAD S1 Q� ` ` / ` ` L7 r Q 14 \ 1 1 CfC I ii D Imo. £ i / i i \ E i D i G / s I I \ ! 9 { s 3 z' H cv oi R I! O N v t N •'• r \mtrlo t i I S7 1 \ 1 I / I S7 ••••• (LOP _ • • 1A 2 30 1/4" 30 1/4' 30 1/4" 12" MAX S1 EXTERIOR INTERIOR •.••• •• D.L. OPG D.L. OPG. D.L. SILL OPG. HINGES H111C,£S, •.• • • .. �.; 1.• • 4 •••••• R TWE SURFACE APPLIED 40" MAX. ,}p" MHOCONCRETE A. ANCHORS TYPE A INTO CONC. '} •• • i••••i FALSE MUNTiNS AT 4" FROM ENDS AT SILL STILE ENDS per= ps 1y�,,� i • • • MAY BE USED PANEL WIDTH PANEL WITH CLUSTER OF 4 • (W1/ STD. STILES) (w/ STD, SALES) AND 12" O.C. AT C O.C. F1 fir, • . Dllia Ile STANDARD PANEL STILES. c a e ' EXTERKMi W/ STD. BOTTOM TRACK s a 31ZI=: PAWLS TESTED C�IF1GttRATIgN) MAXIMUM DESIGN LOAD RATING + 70.0 PSF C �, (FOR LEAF SIZE SIMM OR SMALLER) — 70.0 PSF N(X PANEL WIDTH = (DOOR FRAME WIDTH - 3.6251/6 91-FOLD DOOR WITH OUT-SWING LEAFS AS PMMTTED BY FW REQUIREMENTS PANEL HEIGHT - DOOR FRAME HEIGHT - 4.1 W , STANDARD PANEL STILES AND STANDARD BOTTOM TRACK T � Engr J W AHMAD o ® a Q& OPEUMS SIX PANEL ODOR CONFIC;tURATION WITH FOLDING AND SWING PANELS SHOWN. FLA. P If ?M2 DLO 907H � NOM. PANEL WIDTH - 93WDOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 cju me u � DLO HEOff n PANEL HEIGHT - 14" USING THE STILE CONFIGURATIONS SHOWN HEREIN. Ll NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM £1300-09 (3 SEC. GUSTS 2015 Wl4-18 AND FLORIDA BUILDING*COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 243 5/8" (MAX.) l DOOR FRAME WIDTH ` (WITt! STD. PANEL STILES) d" MAX. ANCHORS AT HEAD STILE ENDS HEAD/SN..L CLUSTER OF 6 OR 8 z CORNERS AT r O.C. 11" 0 : A -_- SEE CHART ON SHEET $ -- HEAD 6 /� __ ��\' /may. �\` /' ��♦ ����� - `` //. �\ O ti 1 } f n ► ► t ! ► it t I / t i ` } 1 I / � t ti w } tI 1 HTIS:- 1 165) is } ii / t go r � �� o } i� 6 i i / i I / i � i �` � U f• } Iii V I � } ` I } / ► � w� � � • • °° +Z � � •••••• � it � / � \ i j / i •••• � �� vl :••••� Ica C7 i s \ ••••• )Vlal •• \ _ .I 1_71 77 ♦ /) -i • w {eC7lt� ••••i• S2 301/4- 30 1/d" 3fl t/4" 12" MAX. St EXTERIOR INTERIOR • • • • O.L. OPG. D.L. OPG. D.L. OPG. _ 00 SILL HINGES HINGES • • ••.••• SURFACE APPLIED /ANCHOR CONCRETEAANCiiORS rtP£ A INTO CONC. `P ° ° 40 MAX. $0 MAX. AT d" FROM END>\,\-AT StU. STILE ENDS ApproveQFALSE MUNTiNsCLUSTER OF 4 MAY BE USED PANEL WIDTH PANEL WIDTH ANO i2" O.0 " gl° -�' . (W/ STD. STILES) (W/ STD. STILES) AT 4 O.C. oar,,; Mi Ph7a c1 f7lxri01 '�—•� STANDARD PANEL STILES EXTERIOR W/ LOW PROFILE BOTTOM TRACK * r- � MAXIMUM DESIGN LOAD RATING + 70.0 PSE i ° s P N& SIZZ TIPIC_bi EIa,EViAI'1flN (6 PANELS CONFlGURATICitd) OR � SIZE SHOWN OR 5'I�tAtd£R) — 70.0 }'+$F' 'a a as � NOM. PANEL WIDTH (DOOk FRAME WIDTH - 3.825")/6 AS PEWIT rED BY F8C R-OUREUENTS PANEL HEWIT a DOOR FRAME HMIT - 3.375" BI-FOLD DOOR WITH OUT-SWM LEAFS " STANDARD PANEL STILES AND LOW PROFILE i3OMM TRACK NOT APPROVED FOR WATER RESISTANCE. of OPENINGSFngr. JA{/AD AHMAD a CIVILONYLITE DLO WtOTH NOM. PANEL WIDTH - 8.750° SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. I'm t 70882 t' DLO HEIGHT - PANEL HEIGHT - 14" DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 CAN. 3538 USING THE STILE CONFIGURATIONS SHOWN HEREIN. fflf NOTE: } GLASS CAPACITIES ON THIS SHEET ARE Browing no. • BASED ON ASTM E1300-09 (3 SEC. GUSTS) W14--18 AND FLORIDA BUILDING COMMISSION sheet 3 cf 15 DECLARATORY STATEMENT DCA05—DEC-219 219 5/8' (MAX.) FRAME WIDTH kk (WITH NARROW PANEL STALES) �t 40 MAX. ANCHORS AT HEAD STU ENDS • WAD/SILL CLUSTER OF 6 OR 8 IQs 4 CORNERS a Al SEE CHART ON SHEET 8 12 MAXHEADP �5 cti o1 bs a adl $ ' lo 1 1 / 1 \� 1 �/ 1 ••••• � atAk•N ••••i• 81 ' • S7 4 1 \ 1 / 1 1 5y ••••• o sox w 000000 • • •••• • ••••• • •m S2 j. .i �. _ �i� � EXTERIOR INTERIOR •• •• I v ....:• a 30 30" 30a 120 MAX. m BINGES HINGES ••••• Q 3'� • D.L. On. D.L. OPG. D.L. OPG. SILL : • y1 4 .•.•:• ANCHOR TYPE W Ra 'g • • . • INTO CONCRETE ANGHORS TYPE A INTO CONC. • • •••..• 360 MAX. 36' MAX. AT a FROM ENDS AT SILL STILE ENDS ffi tArl��i • � • • PANEL WIDTH PANEL WIDTH AND i2 O.C. CLUSTER OF 4 Floto • .e, Zo (W/ NARROW STALES) (W NARROW STILES) AT 4' O.C. D •l3 Y 11100 EXTERIOR TYPICAL ELEVAM N (6 PANELS CONFIGURATION) NARROW PANEL STILES o IN-FOLD DOOR WITH OUT- LEAFS W/ STH. BOTTOM TRACK NARROW PANEL STILES AND sTANDARO goTTOM TR" MAXIMUM DESIGN LOAD RATING + 60.0 PSF =a (FOR LEAF S ZE SHOWN OR SMALLER) — 60.0 PSF SIX PANEL DOOR CONFIGUMM WITH FOLDS AND SWING PANELS SHOWN. AS PERMITTEO 8Y FBC REOWR04ENM ¢ oQ DOOR MAY RAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 � o o USING THE STILE CONFIGURATIONS SHOWN HEREIN. �9., ��AHIdIAD i PANEt SIZE• FLk PEAL 70592 CAN. saa ` NOM. PANEL WIDTH - (DOOR FRAME WIDTH - .3.625')/6 1W in PANEL HEW = DOOR FRAME HEIGHT - 4.188' NOTE: _ oam am GLASS CAPACMES ON THIS SHEET ARE drawIng no. OLo WIDTH - NOM. PANEL WIDTH -- 6.0000 BASED ON ASTM E1300-09 (3 SEC. GUSTS} 6 2615 W14-18 OLO HEIGHT = PANEL HEIGHT - 100 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 4 of 15 219 5/le (MAX) FRAME YADTH (WITH NARROW Poria. STILES) 4" MAX. (WITH AT HEAD STILE ENQS z HEAQ/cam CLUSTER OF 6 OR 8 • tagAT 4" O.C. Al -- SEE CHART ON SHEET 8HEAD - 12" MAX. ` rGIN C1 I D1 i / E1 i f Ft ` E1 flt sY HI 10 s4 w 20 20 �Of 37._ ci 1 1 LOa• y � 1 � ✓ i r��r 1 7 1 1 \ I f 1 I •••i• � ��.V �, • • 1 1 � ••.• '4fifl N • • Eo.L. EXTERIOR INTERIM30" 12" MAX. HiNGM HINGES ••..• U)a�Q.l. OPO. Q.L OPG. OPG. ANCHOR TYPE 'A' $ :} $ • • • " " AT 4p CONCRETE� AT SILL STILE ENDS u'�1 i ••• i..•.i PANEL WIDTH PANEL WroTH AND 12" O.C. CLUSTER 4 Ftc�tda •• • • • • (W/ NARROW STILES) (W/ NARROW snLES) AT 4" O.C. •�3 CIS Miadai 11 t By { � o NARROW PANEL STILES TYPICAL ELE.VAT_IQ (t3 PANELS CONFIGURATION) W f LOW PROFILE; BOTTOM TRACK St—FOLD DOOR WITH OUT—SWM LEAFS MAMMUM DESIGN LOAD RATING ffi+ 60.0 PSF MARROW PANEL STILES AND LOW PROFILE BOTTOM TRACK (FOR LEAF SIZE StIO YN OR SMALLER) - 60.0 PSF a m As PI TIED 8Y 1m REQUtti'MENTS SIX PANEL DOOR CONFIGUf7ATIQN WITH FOLOM AND SWING PANELS SHOWN. $ DOOR MAY HAVE 9 OR 14 PANELS AS SHOWN ON CHARTS ON SHEET 8 * NEr APPROVED FOR MATER RE5ISTNVt . USING THE STILE CONFIGURATIONS SHOWN HEREIN. ��`''WD AM= IZE: c RA.nava. 7a�2 PANEL S NOM, PANEL iMDTH (DOOR FRAME WIDTH — 3.625")/6 PANEL HOW - DOOR FRAME HEIGHT — 3.375" NOTE: trr GLASS CAPACITIES ON THIS SHEET ARE 0 20 drawing no. • = BASED ON ASTM E1300-09 (3 SEC. GUSTS) Wl 4-18 aLo WIDTH NOM. PANEL ttADTH — 6.oOo"= AND FLORIDA BUILDING COMMISSION OLD W WIDTH PANEL PANEL V — to" DECLARATORY STATEMENT DCA05--DEC-219 sheet 5 of 5 TYPICAL MORS VERTICAL SECTION ELEYATIONS DOORS WITH STANDARD STILES � Gam: Z BY OTHERS a a a•3 lM.mk� . • teL � t U 0 � DP?1oNAL. �-t O W r5 ODM n J Q w • r . • • �� PALdEI. WffH STD. STILES LIMLT ••••• ••i••• SEE Op IN SHEETS 2 & 3 ••••• wP ••••�• tAlbt$a law al v BY_ �- 8 18 � 14 $ s ; POURED 8c HARDENED 28 t ! HIGH STRENGTH GROUT 2 f'c - 5000 PSI MIN. S MUST TRANSFER SHEAR t 1 r oil 4 En9f dAYAO A4ttfAD 9! ? LOADS TO STRUCTUt 9 L J2 CIAL. LOAD i AFtittKKi e e FLA. 70592 M '' (SOLID, 94MIS e s •' n �_.r 4CAM8 ' a 3 tibom s» W . 4D,.: .Iq OPTIONAL. Tb CROUP C EfE s, p a, $ ra ` .�,a :•3 KSI'N41Ns eo s ,Q: EDGE 01ST ► : ANE a�V YPE A EOC 01ST. L 4 ANCHOR TYPE 'A' drowing no. FOR SPACINC CONCRETE SUBSTRATE TO BE (420b.\ STD. ffimm TRACK RECESSED AS SHOWN BEFOR£ AC1NO IW14-18 APPR'D FOR WATER RESISTANCE LOW TRACK INSTALLATM WW_PROEILE DOI TSR K NOT NWD FOR WATER RESISTAt GE sheet i3 of 15 TYPICAL ANCHORS VFftTICAI, ECTI01� � mySEE ELEVATIANS DOORS WITH NARROW STILES N FOR SPACOM • ,, f3R9f OR :BOG£'0}ST. CONGf�ET£t $ BY onims v Rl1 1 4 ALAA r; � m �i N �Q �i,• M • • M • • • • i-i 0 1 A •iii• �" N •••••• o PANEL WITH ARROW STILES LIMIT � Hl 12 SEE Op IN SHEETS 4 & 5 •i•i• i•r m •ii••• IF ..i•i �: :: •• � '� aPTto�lAl . • uy • d � � c, a o. °D •• UP F • • • � I ai 1 vftd B 4Ff T z ° gig 4 •/� 18 25 6 Miami PtOAgd�d y �+, Y •-- $ 29 i3 8S T I 19 HIGH STRENGTH GROUT 19 2 1 I Yc — 5000 PSI MIN. 2 NOT BY SJ.W. i °N MUST TRANSFER SHEAR " `r 8 LOADS TO STRUCTUi I I t a n Erten,Aye 0 0 LOAD SFARtiVG ) OPTIONAL 70G y� ow RA. FE (SOLID SHWS C.A.N. rS Oji' y" Y • :ti °' 1 AN041R TYPE `A` s 3 iCSI't9T. o ?. EDGE DIST. SEE ELi:V. OCST. l" `-�A_ TOR TYPE A e J droving no. 1 �► DR sPAtNG SEE ELEV. CONCRETE SUBSTRATE TO TE FOR SPACING W 14-1 S $ TMCK RECESSED, AS SHOWN BEFORE S APPBR'D FOR WATER RESISTANCE Law TRACK 94STALIATION NOT APPRb FOR i OW FROS=TED WAM R WATER RESISTANCE sheet 7 of 15 TYPICAL ANCHORSPROPERLY SECURED y METAL �/ 113Y WOW BUCK SEE ELEVATIONS a; STRUCTURE !� .- FOR. SPACING 11" CO}!uh[��QCREyT�E' (SEE NOTE SHEET 1� . s J e a• a e ° a RUCTUfi£ (SEE SPEC 8ELm) .a EDGE VW t ' T •� T a« 3 K36'A1bd' BUCK JOE flag TYPICAL ANCHORS FFOR SPNG TYPICAL ANCHORS 7YPIM AHCHM TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS a 8P HEAD ANCHORS LOAD CAPACM - PW (PAN=I/So. SOL" FOR SPACING FOR SPACING FOR SPACING no=Tff ANCHOR TYPE 'A' ANCHOR Wm °B° ANCHOR TYPE 11' ANCHOR 11: e Atm 8mum6 ANt2 a 6 mmm a menu a mmrs 6 mcm TYPICAL ANCHORS: SIE ELEV. FOR sPACM WUMATES. ATM n 64s. H311% RUM RM a Itis. 0=flm td £R OF 8188 mm an AGN 8468 an an me ME m 8788 ms =a m TYPE 'A'•- .J IX ML ULTRAWtj 13Y 'ELCO' (Fu-t77 KSI. Fy-155 KSI) am vom 1f[ PANEIs W. (+) m. t+) tea. (+) oa: {+) rxr.(+) s:xr. {+} ton: {+} MIA! LE#�G7N ffi 3-1 4" INUM ems A a _ - - xar. - INT. - W. - 24 10 70.0 70.0 70.0 70.0 70.0 70.0 70.0 DIRECTLY INTO CONC. OR MASONRY 28 to 70.0 70A 48.0 1 70.0 70.0 70.0 90.0 1-3/4MIN. EMBED INTO CONCRETE (HEAD/SILL) U n 32 84 10 7a0 70.0 57.0 70A 700 70.0 9a0 1--1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �o 36 10 70.0 70.0 514 89.0 8" 70.0 70.0 T14RU 18Y BUCKS INTO CONC. OR MASONRY 40 1 10 1 70.0 70.0 45.0 62.0 57.0 70.0 70.0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) rI 24 to 70.0 70.0 88.0 70.0 70.0 70A 70.0 16 E5 O W M 4 1-1/4 MIN. EMBED INTO CONC. OR MASONRY (JAMBS} ©.cc 28 10 70.0 70.0 58.0 70.0 70.0 70A 70.0 2 Z(n 32 9s 10 70.0 70.0 49.0 88.0 61A 70.0 70.0 TYPE 'B'- .414 SMS (GRABS 2 CM) g 51 w 36 to 6a0 70.0 43.0 58.0 54A 704 70.0 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES I--z v 40 to 61.0 Tao 38.0 52.0 48.0 es.o 70.0 1-1/2" MIN. PENETRATION INTO MOOD (HEAD/JAMBS) ' N 24 10 70.0 7a0 80.0 70.0 70.0 70.0 7" Q 28 10 70.0 70.0 51.0 69.0 63.0 Tao 1 70.0 TYPE 'Bl -#14 SMS (GRADE 2 CRS) to 32 108 10 70.0 70.0 44.0 SOA 85.0 70.0 70.0 INTO WOOD STRUCTURES 38 t0 82.0 70.0 39.0 53.0 49.0 68A 70.0 " • tq V;Vs�i 40 a 55A Tao 34.0 47.0 44.0 59.0 70.0 2 MIN. PENETRATION INTO WOOD (HEAD} '..' . 0000.. 24 10 70.0 70.0 57.0 70.0 70.0 70.0 70.0 TYPE 't:'... IX M HILTS KWIK-E SELF DRILLING.-SCR (Fu-120 KSI. Fy-9 • ••••i• 28 10 70.0 Tao 49.0 ss.o st a 7oA 70 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/4%.,11 .1 32 112-3/18 10 67.0 70.0 42.0 57.0 53.0 70.0 1 70.0INTO METAL STRUCTURES (HEAD/JAMBS) ••• •••••• 36 10 59.0 70.0 37.0 51.0 47.0 03.0 70.0 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0000 0000 0 0 0 0.• 40 s 53.0 70.0 33.0 48.0 42.0 57.0 70.0 ALUMINUM : 1/4" THK. MIN. (6063-T5 MIN.) (HEAD) 0.... Safi, ..:.0- RM ANCHORS LOAD CAPAWY - PSP (PANKS x/NAMY SIM) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) cj� 00000 NMR lits£ 'A ANCHOR TYPE 'B' ANCHOR TYPB *13L, HOR °C' Flows TYPICAL..EDGE DISTANCE i•••• Ei • 6 XMM a M801l8 a ALM 8 WMW 8 ANt18 8 ARM Date ••••• AT tea. Ar= AT NM Al NIG. AT XM. AT WG. INTO CONCRETE AND MASONRY = 2-1/2" MIN.jjkVM .- WM FNE MMM OF nU DU STM IM SM MW MU SIM 9"ON WU sus Mtarai INTO WOOD STRUCTURE = 1" MIN. •• � . �•••0 pme 11>tstH Hmff Pmels EXT: (+) Ext. (+} Exr. (+} Ext (+) E10: (+) Exr. (+) 7 , .. INTO METAL STRUCTURE 3/4 MIN. o �,1_W • 1dA91EV #it - INT. - . - W. - BrT. - INT. - ao r'srig 24 10 60.0 80.0 60.0 80.0 60.0 60.0 WOOD AT I'IEA4 OR JAMBS S6 m 0.55 MIN. o 28 � t0 80.0 80.0 80.0 80.0 60A 60.0 C�90pRHMtN.LA� BLOC A�JAMBS f6S f'm 230 P�MIN. MUJ. � c 32 10 60.0 $7.0 60.0 80.0 60.0 60.0 .� 35 1 10 60.0 $1.0 80.0 40.0 80.0 60A ! 24 to 60.0 60.0 eofl $0.060.0 60.0 MUST BUCKS AND METAL STRUCTURE NOT BY SW WINDOWS Eng: MAO b MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMgull. 592 28 to 80.0 56.0 60.0 60.0 60A 60.o AND TRANSFER THEM TO THE BUILDING STRUCTURE. Ft CAN 38 r 32 t0 6" 49.0 60.0 80.0 eOA 80.0 8 36 9 60.0 43.0 58.0 54.0 60.0 60.0 NOTE: Jj 24 10 60.0 60.0 60.0 50.0 60.0 60A FOR DOOR CAPACITY WITH STD. STILES SEE SHEETS 2 & 3 28t0 eo o 55.0 6oA �.o �.0 80A FOR DOOR CAPACITY WITH NARROW STILES SEE SHEETS 4 & 5 A drawing no. 100-3/18 FOR ANCHOR CAPCITY SEE CHART ABOVE W14--1 g 32 to 60.0 48.0 60.0 60.0 60.0 60.0 LOWER VALUES FROM DOOR CAPACITY OR ANCHOR CAPACITY • 1 36 9 60.0 42.0 mo 1 53.0 80.0 60.0 CHART WILL APPLY TO ENTIRE SYSTEM. sfieet $ ofd TYPICAL ANCHORS SEE ELEV. FOR SPACING o -47 hod 8t 46 Q 9 rc �D EXTERIOR D.L.O. D.L.O. FINISM By OTHERS 5/ir EXTMUOR I/so TYP, tl:r MAX PANEL VAM PANM VAOTH LOW BEARING SHIM MAX DOOR FRAM WIDTH ANCHOR (WITHSTILES) TYPICAL ANCHOM ONLY FOR SPACING TYPE A SEE ELW, FOR 6 PANEL CONFIGURATION SEE SHEETS 2 AND 3 PROPERLY SECURED 113Y wow 13Uw (�F) (SEE NOTE SHEEr C1)K Lc 4 Z 14 tt 3: MUM M6 0009V A T fee: *A a 0 foof 0 --77— ooeoo* :0 : 0 900 0** 26 i9 0 0*0 ' 'usesee. I EXTEMOR 00*0 •000.0 TYPICAL ANCHM 0 0 SEE ELEV. EXTERIOR *Soo:* FOR SPACING MSHME PANEL WIDTH By OTHERS'..' l S :9906: PANEL WIDTH ER;09* TYPICAL ANCHORS 0 0 in SEE MY. 1/2- MAX. FOR SPACING LM BEANO MAX DOOR FR*4E WIDTH SHIM C aid w (Wmi STD. mus) ANCHOR a eaV TYPE A Appwftdascm with ONLY MAL 95 STRUCT(JR • E cm td FLA. K 70522 13Y { CJLW. a • EXT, N EXT. V WdU 1/4- MAX I TS LOADWARM drawing no. • sm 1/4- MAX. HORIZONTAL SECTION wi 4-1 LOA0 BEAFMMM DOORS WITH STD. STILES SHIN! l(chest 9 of 15 7YPWAt ANCHORS FOR SPAM "8!, , c1 D1 E1 8EXTERIOR I- .�O lt FIMSHES 3 U.Lo. Q.L.O. BY OTHERS S/!s" M=PJOR !/8" •TYP. 1/2" MAX. PANEL VADTH PANEL WID71H LOAD BEARINo TYPICAL SHIM MAX. DOOR FRAME WIDTH ANCHM AN flEY. ANCHOR WITH NARROW STILES 0l�d Y FOR SPAGPXi j �N PRO13ERLY SECURED 9 , o .. FOR 8 PANEL CONFIGURATION SEE SHEETS 4 AND 5 18Y YAC B=F1 G�} {SEE NOTE SHEET 1) iaM 14 9 r '0 L! UM Y 1 v —• i1 •• p • •••• • • ••f••• .GAiLA 11 .•T ••• •••••• D.L.O. ••• f•••• 5/1r ••• � a•i••• PANEL WN)TH PANEL MOTH FINISHEXTERES •• •• It •s•••• 8Y OTHERS:••:• • • 1/2• • o • ••••i• LM8�RRM• • • SM•• MAX. DOOR FRAME WWTH • • ••••• • WITH NARROW STILES ANCHOR TYPE � � � • ONLY m Aplxoved�compiytng evHTa the •. o �amv Pled" MlleauT JJ �r Engr. JMD AHblRO i o By sH� ° r ��4 RA PEE 70592 M LU Li i $ HORIZONTAL SECTION �a drawing no. DOORS WITH NARROW STILES W 14•-18 sheet 10 of 15 ITEM PART no. 1113SCR1PTION MATRI IAL MANY./St?"L1 R/1M1fARKS ( � 1 Sw8O1 1 TOP 'CRACK 6063-T8 SUPPLIER PER SIW SPEC. 2 Smm 1 STD. BOTTOM TRACK 6063-TS SUPPLIER PER SIN SPEC. a 2A SM11804 1 LOW PROFILE BOTTOM TRACK _ 60$3-T6 SUPPLIER PER SIW SPEC, 3 SM803 2 FRAME JAMB 6063-76 SUPPLIER PER SIW SPEC. 4 SLWm 2/ PANEL PAPAL TOP RAIL (STD.) PANEL TOP ec BOTTOM RAIL (NARROW) 6063-TB SUPPLIER PER Sw SPEC. P a 4A SMO14 1 PANEL. BOTTOM RAIL (STD.) 6063-Te SUPPLIER PER SN SPEC. 5 SW808 2/ PANEL PANEL. STU (STM.) 6063-T6 SUPPLIER PER SIW SPEC. 5A S=13 2/ PANEL PAIL. STILE (NARROW) 8083-T6 SUMJER PER SAY SPEC. � g3 8 SIW$07 AS REQ& PANEL ALIGNMENT CLIP 6063 T6 SUPPLIER PER SIW SPEC. 7 SWAM AS REQD. SR.L AND JAMB SNAP COVER 6083-TS SUPPLIER PER SRW SPEC. s SIWIm 1/ PANEL BOTTOM RAIL SWEEP ADAPTER 5083-T6 SUPPLIER PER SRW SPEC. 9 Spn1O 1 BOTTOM TRACK LM POLYPROPYLENE OURONETER 62 S14M D �p to small AS REQO. BULB WSTRBPPM SOFT PVC CENTRAL PLASTICS.•OUROMETER 6735 SHRE A 11 u2132 AS R£QD. COMPRESSION W'STIOPPINO 0--LON SUPPLIER PER SIW SPEC. 12 SAF816 AS READ CHAIR RAIL 6063-T6 SUPPM PER SIW SPEC 40 14 SIM15 AS REOD. ASTRACAL ADAPTER 6063-T6 SUPPLIER PER SIW SPEC 15 SNT312 AS REQO. INTERIOR MASS STOP (LAM. GUESS) 6063-T6 SUPPLIER PER aW SPEC. 15A SIW820 As REQD. INTERIOR GLASS STOP (*=L. LAM. GLASS) 6063-T6 SUPPLIER PER SW SPEC. i8 SM313 AS READ. EXTERIOR CLASS STOP 8083-78 SUPPLIER PER SIW SPEC. � �i CD 17 853Q AS READ. INTERIOR CLAZIPKi GASKET (Dt1ROMETER 7035) SfiNTOPRENE CENTRAL PLASTICS Va 1$ 5531 AS RE013 EXTERIOR GIAZMtti GASKET (DUROM£TER 7015) SAATfOPRI:NE CENTRAL PLASTICS a 19 1104-5801-9 AS ROVA W SIRIPPING SK56O-SKIRT POLYPROPYLENE SCKEOM 20 #8 X 3/4- AS REOD. ASTRAGAL. SCREWS PH TEKS - AT 6- FROM ROW & 16. O.C. 21 #8 X 1/2° AS R£QD. CLASS STOP SCREWS SELF DRILLING - AT 8- FROM ENDS & 150 O.C. i $tai t7 24 #12 X 1-1/20 AS REOD. Ftp AND PANEL ASSEMBLY SCREWS ST. STEEL HWH SMS � 0>m 25 Ot01-8014 AS REQ. THREE P01A1T LOCK - MI6 USA jgj.. ••••:• 28 8F01-�1 AS REQO. TWO Pow LACK - INTERLOCK. ISA •• �¢ �•��� •• 27 swim AS REM LOCKING PW IN NYLON Bim - - ••• • F-+Q �}28 o n •••••• 2/ (.ITE SETTING BLOCKS EPDMFMETER 8515 SURE A ••••• cpm � i••••i 28 W33321N0 AS READ. F9dSFJ11 WSTIBPPM� - • r } • • 30 W23201 N AS READ. FWSEAL.W'STRIPPM30 - ULTRAPAB •••• •• .. ••••• St BFOS-6010-580 AS REQp. PIVOT SET. SURF MOUNT ST. STEEL INTERLOCK, USA •• •• �i���• ••i••• •• •• Vf �i•• •••••• S2 BF05-6020-560 As R£QD. END HAIdt;ER SET. SURFACE MoutdT ST. STEEL INTEFUCK, USA � wftl+i5e ..... '__"_� •. S4 BFO$-6040-560 AS REQD. INTERMEDIATE HANGER SET. SURFACE MOUNT ST. STEEL INTERLOCK, USA A � � :Z • • • • i ••••i• S7 8F�-6070-580 AS REQD. OFFSET HINGE HANDLE SET, SURFACE NOW ST. STEEL INTERLOCK, USA Dem S6 BFO5-6015-580 AS REQD. JAMB P11fOT HU+1� ST. STEEL N@iERlOt2C, USA ,� • • • • R�roduct •• • • • SEALANTS: By }�t� ,. • • ��F�r..�- � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ° SMALL JOINT SEALER. LOCO: t1 3 POINT LOCK SYSTEM (OLOI-6014) BY INTERLOCK WITH ACTIVATINGHANDILE V (2 X 1/2"fFH FROM SCREWSSENEo TO S71tE iNRH o c Id ca S HANDLE ACTIVATES DEAD SOLT AND SHOOT BOLTS ENGAGING AT HEAD � AND SILL 1/2. 044. BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH 5/16- DIA. 'THREADED RODS 2 POINT LOCK SYSTEM (8FO1-8501) BY INTERLOCK WITH Ernr- MM NO= ARUM I�OLD ACTNATRNG HANME (OFOt-8514) AT 36-1/4- FROM CNN BOTTOM FASTENED TO STILE WITH FLk AK 0 ' (2) #10 X 3/4- TEKS • n HANDLE ACTNATES SHOOT BOLTS ENGAGING AT HFAD AND SILL 51/2' /1 *8 � LLET EVS D SST BOLTS CONNECTED TO I= WITH _ ODS drawing no. @ 1/2" DLA. BULLETTIP LOCKING PINS AT 20- AND 88- FROM BOTTOM W1 4-1 o. =� ENGAM9 IN 5/8 WA RECEIVING HOLES WITH NYLON BUSHM (f2550-HDG) BY 'MASSOUD & BIOS' IN OPPOSITE PANELS sheet 11 of 5 3.094 �2.400� .6551 078 um 1.000 .050 1.3b5 tQ+ 2.170 "'• F T osa a J- 4.000 3.000 1.238 g .078 t8 INT. GLASS STOP (LAM. GLASS) t TOP TRACK .438 PANEL TOP RAIL (STD. & NARROW) .123-�-{ • PANEL BOTTOM PAL {NARROW}lip. 1 1 1.W0 � s 2.165 3.875 1.365 p� t� .500 .078J] .085 1.000 3 922 125 2.000 N 2 STO. BOTTOM TRACK S {j p q .ole INT. GLASS STOP (INSUL. LAM. GLASS o .813 1q t0 .759 1330 6 PANEL STILE (STD.) It g ti i vy .662 0>M tc .9572.000- '"" ...... 4162 ,803 .050 1.385 •• }.. �. • .127 TYp, •••� $ �•� ••••i• •••• g,37g .125 2.000 .144000 ••• ?- a •••• soo LOW PROFILE BOTTOM TRACK o7s 18 EXTERIOR GLASS STOP ..'. ...... 1• sA PANEL STILE (NARROW) � 'siB '• .••.•• Due ° 6 ''•' ...... 1.5313 r 2.000-1 I►1y- E • 3.922 1.1118 .481 g----' �� � � ��� � res .078 2.461 2.000 �4 1:347 7.000 � � w � fl 104 ASTRAGAL ADAPTER .078 t2 CMR RAIL FRAME JAMS Engr. JAWS A WD 0 1.878 1, 1 062 375 FLA. 7t3S92 t 'J.062 .821 -010-F L1.810i - f draws n t� tt r+9 1.770 O P O r)201 11W14-1ij 6 PANEL ALIGNMENT CLIP BOTTOM RAIL SWEEP ADAPTER PANEL BOTTOM RAIL (STD.) SILL & JAMS SNAP COVER sheat 2 of 5 1 J � L".• 0 ��1///�111��yyyllt///�� x'41 L © = t ! #12 X 1/2" j I t " FH ids iQJ E��� 1 ; E Hio ! ,E �.� 14012 t O j rO ♦ O' FFli MS t/2° ♦ � � � E (3) PER LEAF n E 6 1/2 X #12 " #12 X 1/2" . its gg 1 C ,., (2) PER L£F .� (2) KR Uff tOSOOd O CJ E #12 X 1/2" #12 x Ile INTERMEDIATE HINGE O `� • � � ER � �ER LEW (4) 012 X 1j2` Qf FH !dS p , � E ♦ ��.1 T- w a© m own CD • • got •••••• 1 O ♦ 67— •••�• 1. t9U.� �• 051— ••••• C�►� •••••• C3, ..•• may,.r ' ON .+ ..... .6 1 © ' © Appmved as Am Mout • • ••••i• E 11J O° Flaids • •1-5 • • Deft Qe Mini i��lr�o�//d� lyfu WE31 13y `G-rri .� o 02-101 0 PIVOT SET ENO HANGERS SET �✓ INTERMEDIATE HANGERS SET OFFSET HINGE HANDLE SET a a r EW. cm t1�iV/� L7 FLA. PE f 70692 k 3W8 @ 2@1 W 14--18 sheet 13 of 15 24 t� g EXT. w JO ,ERMAE ME CORNER 0000.. • 0 • yy rte' .N • •••... f 00000• • 0000• ��..ry0(,) • • 0000 U � .0000• 0000 •... 0000• 0000. -�rri. • 0000• :0000 000000 • 0000.. . 0 0 . 4 0000.•, 0 .� s AW*vcd as smPi9inX+"ith Ow EAO 4 Ctrd� o /- BT a. z 41 / C ^ N d • H /- Efgt: MAD A%MAD CML IEXT' FIA. PE 70592 M CAN 35 LlL i 'C EMME BOT,jOM CORN ERAME WIM CORNER drovring no. LOW PROFILE TRACK STANDARD TRACK W 14-181 sheaf 14 of 1$ 2" X 1.2" X .15" �: 3 ALUM PME 3/8 THREADED ROD ` 3/8" NUT � QN1 PANEL iOP CORNER �o r kin ACCESS HOLE 0000 24 • 0000. • .. 0000. 0000 4$m ...... • . .`. . 0. 0000 � •�� .. 0. ,. . 0000. � 00000 G* 00 g 0000. � • 2" X 1.2" X PLATE.15" ACCESS HOLE •• ....i. ALUM • • . � .. • • 3/8 TW2EAD6D ROD . " �`• i�� CHAIR RAIL CORNER • DaftIt 13Y a` � ^` M Dada •f=� ► ► L C 4 eo V a_ 3/8- NUT En9r.AM Cala c C dEAl M92 ) 012 X 1-1/2" SMS 't ALl6NMENT CUP 0 droving no. 14-18 PAN L BOTTOM GORht R ](sheet 15 of 15