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WS-10-139 Permit NC?. /$- -' - 39 5n °R. Miami Shores Pillage � Permit T Ulf intlows /Shutters „N 10050 N.E. 2nd Avenue ■ I WOrkC(aSSification: Door Replacement Miami Shores, FL 33138 -0000 Permit Status: AP Phone: (305)795 -2204 F Ex iration:08 /02/2010 Issue Date: 213/x"010 p Project Address Parcel Number Applicant 406 103 Street 1132060170760 LORETTA FABRICANT Miami Shores, FL 33138- Block: Lot: Owner Information A ddres s Phone Cell LORETTA FABRICANT 406 103 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 1,773.00 J &G CARPENTRY INC (561)333 -5042 Total Sq Feet: 0 Type of Work: DOORS For Inspections please call: No of Openings: 2 (305)762 -4949 Additional Info: NON - IMPACT RESISTANT Available Inspections: Classification: Residential Inspection Type: Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $1.20 WS -1 -10 -36921 Education Surcharge $0.40 $129.20 $129.20 $0.00 Permit Fee $120.00 Scanning Fee $6.00 Check #: 5281 Technology Fee $1.60 Total: $129.20 Building Department Copy February 18, 2010 2 3II W 791, lvjlaltll ►Jt1UrCs V 111c1ge Building Department >0050 I`LE.2nd Avenue, Miami Shores, Floridz 33138 B Y: Tel: (305) 795.2204 Fag: (305) 756.8972 BUMI)ING Permit No. l `� 1. J` 1 e39 PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): wild' Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) j '— Q e # 30 3 - 2 S Y , 9 Owner's Address Lf 6 to /V C 16 13 S f Cit ;,,,,,;: 5 Lt o,ztS State ! zip 3 3 3& Tenant/Lessee Name Phone # Job Address (where the work is being done) f ti� � 0 j 7� City Miami Shores Village _ County Miami-Dade - 2 3 1 3 8' Is Building Historically Designated YES NO Contractor's Company Name J �- 6 ( ✓��1 &4 Phone # 6 ( - 2; 3 Contractor's Address State ziF 3 3 �I l 2 Qualifies S Architect/Engineer's Name (if applicable) Phime # $ Value of Work For this Permit 7 7 3 ' Square Foota; ge Of Work: Type of Work: DAddition C]Alteration oNew 2'Repair/Replace ❑ Demolition Describe Work: .✓I _rj� �• /y /Z S fV L ✓ /�� x *tie *�� *�t , tdr& flak*} aL• FtHeaEIttdttat�eF�atnt *,t,t * * *�e * * * *�e *� fc *ak * * * *t * *,t # ** nn ^ V t Submittal Fee F Permit Fee Od CCF9 N, Notary $ Training/Educatiou Fee $ Technology Fee $ I • — Scanning $�Q • Radon $ Bond 3 Code Enforcement $ Structural Plan Review. $ 11 n Total Fee Now Due $T (JV _ (Continued on opposite side) J a°- onning Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address d City State Zip Application is hereby made to obtain a permit to do the work and installations as indi<ated. 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 fol ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIOIIERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and tl tat all work will be dome in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE. TO RECORD A NOTICE OF CO WHENCEMNIT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF Y1U` 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 estim, ated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lie st law brochure will be delivered to the person whose property is subject to attachment Also a certified copy of the recorded notice o f commencement must be posted at the job site for the first inspection which occurs seven (7) Ways after the building permit is i&m?d In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Si Signature Owner dAgent Contractor The foregoin insirument was acknowledged before ( mite this i The foregoing inst lwnent was acknowledged before me this 2 -5 *2 day of 20 , by ( - � F1 -L4 S day of , ; ,�,,, , 20 % by Jas .-(:) De214 ts, who is personally known to me or who has produced who is per ly mov to me. or who has produced As on R I �y> an as identification and who did take an oath. NOTUBLICa = MY COMMISSION # DD 676018 NOTARY PUBLIC. a EXPIRES: May 20, 2011 Sign. %Rt „F � Bonded Thru Notary Public Underwriters Sl ”. '7 uFDA �/, OLN ; `,r Print: _K � t-y (Uy l � " Print fi c axis g i)L 554 6 4 My Commission Expires. My Commi 5sion Expirass sot D zaxa n. xffic swwxG co.. rxc, (Certificate of Competency Holder) State Certificate or Registration No. C6 U 2 7 Certificate ofcomp tencyNo. APPLICATION APPROVED BY: �� plans Examines Engineer Zoning Che 10114103 SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 6 No. 6322 1 48299 ------------------------------------------------------ Store 6322 N MIAMVBISCAYNE Phone: (305) 981 -2959 12055 BISCAYNE BLVD Salesperson: AGS531 CD , MIAMI, FL 33181 Reviewer: lk-4 Phone • MCADAMS RACHEL & KEITH t os�7s7 -9949 REPRINT 04*1" 406 NE 103 STREET Work Phone (305) 409 -8533 caroga • cr y MIAMI SHORES ENTRY DOORS : 2009-12-1610:48 s ' A e FL ZP 33138 c c� MIAMI -DADS INSTA LLER DELIV RY = #1 We reserve the right to limit the quantities of merchandise _ _ __ MERCHANDISE AND SERVICE SUMMARY s�to�t�,mrs REF li 102 STOCK MERCHANDISE TO BE DELIVERED: REF II` _ _- SICU = QTY = -= °UM= _ - = = - -_- ._= = == ___= __. ______D €SCRIP-TION -_. - =- -_ =___ := -- :_ =- ____ -= TAX =PR - =_ EXTENSION== R04 155 -400 6.00 EA 1X6 PT APPEAR WEATHERSHIELD N o $3.97 $23.82 A R05 526 -849 6.00 EA CASE LEG WM327 PFJ 11/16X2- 1/4X7' 5.32 $31.92 m S/O - MDSE TO B DEL IVERED: REF # Sol ESTIMATED ARRIV : 12/2212009 P.O. #225 - z == REF -ti= = == SKU - -- - - -QTY = _ =UM= -= - __ __ _ -- - -= _ - -__: = == DESCRIPTION �_ - _=-- - - - - -- -__ _- - TAX ` =PRIGS EACH S0101 639 -016 1.00 EA / 0 32 114' X 81 3/4 - D, R.O. / (#1)<> N 5359 -00 $359.00 IBI!lBQ!QAPRODUCTCATEGORY =ENT IYDOORS,QA ER,IELD- M WENWINDOWSDOORS- DQMWOISTRIBUTION ,QAPRODUCTSTYLE =E ,GAPRODUCT =STEE E- L,QAPRODUCTCONFIGURATION =SINGL I ,OAHANDINGANDSWING= w LEFTOUT -SWING D QAOOORWIDT - TDIME S0102 639 -016 1.00 EA / (CONTINUED) / (CONTINUEQ N $0.00 $0.00 w NSIONWIDTH= 311/2',QAR VIRNC(�VWYIDTH=32114',QADOORHEIGHT=80', x QAUNITDIMENSIONH G UGHOPENINGHEIGHT= 81314',QAQUA LIFYFORSTIMUL R ITOPTION= YES,QADOORFINiSHTYPE= NONE,QA DOORFINIS IOE =PRIMED QADOORFINISHINT - em 1J ED OA1 NE -XrP AGE N v N CD O O O N Check yourcurrent ordex status online at C° wwwA medepoLeo"mci motus i U A Page 1 of 6 No. 6322- 14$299 C u stom er Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MCADAMS Page 2 of 6 NO. 6322-1 48299 INSTALLER- DELIVERY #1 _ c° towlini�. _ _ - REF #102 50103 639 -016 1.00 EA / (CONTINUED) /(CONTINUED) N $0.00 $0.00 ERiORS ID E =PRIM ED,OADOORLAYOUT= FLUSH,QAEXTER IORFIN ISH =EN E RGY SAV ER,QADOORBORE= DOUBLE BO RE,QABOR EBACKSET= 2318',QAI NSE RT =Y ES,QAIMPACTGLASSO PTION= STANDARDGLASS ,QAINSERTSIZE= 20X64,QAIN SERTOESIGN= 15 -LITE QAINSERTSPECIALFEATURES =I.G. QAI SO104 639-016 1. NSERTOPTIONS = TEIEXTER N $0.00 $0.00 NALGRILLE ,QAHINGEFINISH= P,RIMEOWHITE(U S- P),QAJAM BWIDTH--69 /16',QAJAMBSPECIES= FINGER- JOINTEOPRIM ED,QABRICKMOLDTYPE =WM I80,QABRICKMOLDSPECIE =FI NGE R- JOINTEOP RIM EO QASILLWIDTH= 49/16' QASILLTYPE =ALUMINUM QASKU=639 S0105 639016 1-00 EA !(CONTINUED) / (CONTINUED) N $ $0.00 - 016/SIOEXTER IO RDOOR,CH EGKSUM= 295261 EO!! BOI EDU S,1 =P H 1,2= 206,3 = # # #, 4= 608,5= # # # #,6= 4,9 = #, / O =ES,1 I= FL,15 = #,16 =B4,17= 2064,18 =# 15,19= WE,20=# #, 21= TH ,22= # # #,25= # #,26= # #,27= # #,28 = ## # #,29 = ## #,30 = # #,31 =# #,32= # #,33 =# #,34 S0106 639 -015 1.00 EA /(CONTINUED)/ (CONTINUED) N $0.00 $0.00 7=##, 38=##, 39=##, 40= L, 41= O, 42= D, 43=#, 44=## ,45= #,46= # #,47= #,48= # #,49 = #,50= A ##, 51=#, 54=#, 55=##, 58= 69, 59--###, 60= K2, 61=# #,63= #,64 = # #,65 = # #,67= # #,68 =49, > 69= AL, 70= # #,71= # #,72= 3P,76= PRI,77 =NE, CATALOG VERSION: m 1.17.0! EO!I BA! 18 PH 1206# # #60 z S0107 639-016 1.00 EA /(CONTINUED) I (CONTINUED) N $0,00 $0.00 8## # #4& & & &#ESFL & & &# 842064# 15WE## TH # # # & & & & # ### # ## # # ## # # #a #Nlig# ## &## 4#3P & & & & && & &PR IN E IEA!! BM!G EN ERIC= D601070,U NTY =003, UNTS =9,AGT m B=2 PACK =E D1:ACTB=2 O1:CORE =E D1:THKN 0 S0108 639 -016 1.00 EA / (CONTINUED) / (CONTINUED) N $0.00 $0.00 CL. = 7,D1:CSCT= X,DI:STIL =A,0I: RAIL= 2, D1: L. KBL^W,DI:WIDH -- 0206,D1:WPRF =14, o D1:HGHT= 0608,DI:HPRF =34,01: GLAZ= I,DI:SPTY= 1,OI:SPPN= O,OI:INTN= 1,01:1 NTY =B4, D I :IS WD=2000,D1:ISHT= 6400,D1:IN D E_- 0015,01: [N FR =W E,D I :I NSH =00, o D1:INGT=A D1:INSF =VN,D1:1 x S0109 639 -016 1.00 EA /(CONTINUED)I(CONTINUED) N $0.00 $0.00 NT2= 00,D1:SW P =O,DI: FNSH= 00,DI: PTYP =OQD1:1N01= 0,D1:BORE= 2,D1:BKPS = 1, D1: LKPS= 43M, D1: DILK =SG,DI:HGHG= 3P,Dl:HGSZ =40,D1 HGRA= 5S,OI:HGT Y =SS,OI :HGFN =PR,D : HGDP=- 10, O1: HGP1= 067G,Di:HGP2= 3758,O1:HGP3=68D G D1:JAST= 0,DI:JAWD =6 9116 D1:JAT a Sol10 639 -016 1.00 to t Y =K2,DI : JAWS= Z,DI:JASW=-49,DI A ASI= SV.FI:UNTY=M,F1:UNTS= 9,F1:ACTB= 2,FI :TH KN =7, FI : HGHG =3P,F I:HGSZ =40, F1: HG RA =SS,FI :HGTY= SS,FI:HG FN =P `" R,FI :HGDP= 10,F1:HGP1 ---067G, F1: HGP2= 3768,F1:HGP3--68DG,FI:HNDG= L,F1:J o , AST=O F1:JAW0 =6 9116 F1:JATY =K _ _ °o = •.`- _OONTIHUE� ON NEXT_PAGE'" N CD W o Page 2 of 6 No. 6322 - 148299 Customer Copy i SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MCADAMS Page 3 of 6 No. 6322 - 148299 CD INSTALLER DELIVERY - fl - a (coMnuee) REF 11102 S0111 639 -016 1.00 EA 1(CONTINUEO) I (CONTINUED) N $0.00 $0.00 2, F1:JAW S=Z,F i :JASW =49, F1:JASI =SV, VERSION= 1.17.0,STORESTATE= FL,STO REN UMBER =6322, DATECREATED =DEC 152009 ,VERSION= 1.17.0,MQSENT =OQ, ENTITY =!EM!!EI! I BASE I JAMB S0112 639 -016 1.00 EANA / *ATTTO H1 69116 - FINGER - JOINTED PRIMED JAMB ADD: N $0.00 $0.00 VENDOR- SPECIAL INSTRUCTIONS: 1.17.0:: S/O - MDSE TO BE DELIVERED: REF # S07 ESTIMATED ARRNAL DATE: 12/22/2009 P.O. #22543402 REF # - -SW - OTY - UM = -- - _OESCRIPTION_ _ - -- TAX= PRICE EACH -- EXTENSION -- 50701 639 -016 1.00 EA MIAMI SLIDE / 30X80 MIAMI SLIDE / P/H STEEL ENTRY DOOR W/ MIAMI SLIDE N $409.83 $409.83 INSERT, 31- 1!2X81 -112 UNIT SIZE, LHOS (D), PRIMED FINISH, DBL BORE. OBSCURE GLASS, 7 FINGER -JNT PRIMED JAMB, PRIMED HNGES, 180 BKMLD ALUM SILL W/ EXTENSION. QUOTE 116322121524. • $824.57 DELIVERY INFORMATION: I DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #102 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/0 MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEOULE INSTALL A DATE. .a z - = == 'INSTALLATION__ 1 REF 11 102 m ESTIMATED INSTALL BEGIN DATE: 1211512009 ESTIMATED INSTALL END DATE: 01/1412010 E- MERCHANDISE TO BE INSTALLED: SKU - ------ _ == DESCRIPTION - w ca R04 155.400 6.00 EA 1X6 -8 PT APPEAR WEATHERSHIELD o R05 526849 6.00 EA CASE LEG WM327 PFJ 11A6X2- 114X7' x 50101 639 -016 1.00 EA c> 32 114' X 813/4' - O R.O. SW02 1 639 -016 1.00 EA CONTINUED S0103 1 639 -016 1.00 EA CONTINUED CONTINUED ON NEXT PAGE ` " -' - O N N I Cl cn Co N CO W " Page 3 of 6 No. 6322- 148299 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MCADAMS Page 4 of 6 No. 6322- 148299 m O INS_ _TALLATION ° - (Gw*we0 a. REF 1102 S0104 639 -016 1.00 EA CONTINUED S0105 639 -016 1.00 EA CONTINUED S0106 639 -016 1.00 EA CONTINUED S0107 639.016 1.00 EA CONTINUED S0108 639 -015 1.00 EA CONTINUED S0109 639.016 1.00 EA CONTINUED S0110 639.016 1.00 EA CONTINUED Will 639 -016 1.00 EA (CONTINUED S0112 639 -016 1.00 EA JAMB S0701 639 - 016 1.00 EA 30X80 MIAMI SLIDE BASIC INSTALLATION LABOR: SKU---- _ - - -_ , =; _ -_ _ _ - — = �== _ - _= D CF31PT(O. QT1L =_ -- -UM = °= TAX PRICEEACH _ EXIENS {ON- 140 -762 IlPREHUNG DOOR UP TO 36 X 80 tool EA N 1 $297.00 $297.00 OPTIONAL LABOR SELECTED INCLUDES: A - O P DESCRIPTION = - -UM- = TAX -PRICE -EACH- = EXTENSION m 32 ...INSTALL ADDITIONAL NEW PRE HUNG DOOR UNIT UP TO 36'X80'- SAME TIME 1.00 EA N $262.00 $262.00 W REPLACEMENT ONL , 58 ...UPCHARGE FOR IMPACT OR INSULATED GLASS -UP TO 35 X 80'HIGH 1.00 EA N $90.00 $90.00 INSTALLATION SITE NAME: I MCADAMS RACHEL & KEtTH INSTALL LABOR CHARGE: $649.00 M ADDRESS: 406 NE 103 STREET TRIP CHARGE: 00 F .. CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT(MEASURE: $50.00 w COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N + • 5599.00 PHONE: 305 757 -9949 ALTERNATE PHONE: 305 798 -8569 INSTALLER SPECIAL INSTRUCTIONS: ONE DOOR HAS INS GLASS. x BASIC INSTALLATION LABOR INCLUDES: ...DELIVERY BY INSTALLER OF ALL X&RELATED MATERIALS WITHIN UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: - 0 - N NEXT_ PAGE' -_ = - N N C O O j N I i CO .ti W A Page 4 of 6 NO. 6322- 148299 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MCADAMS Page 5 of 6 No. 6322 148299 INSTALLATION_ #1 (Continued) - REF #1102 ...INSTALL DOORS OVER 96' IN HEIGHT OR 144' IN WIDTH SPECIAL NOTES: "'HOW THE PROCESS OF PURCHASING AN INSTALLATION WORKS: - END OF INSTALL #1 - - - II�STALLATtON #2- -__- _ - - - -_ - - REF # 108 ESTIMATED INSTALL BEGIN DATE: 12/1512009 ESTIMATED INSTALL ENO DATE: 01/1412010 BASIC INSTALLATION LABOR: _'DESCRIPTION= : - . - _. _ -- _ _ - -- - - - QTY = - =:UM -= TAX PRICE EACH_ - EXTENSION- 114.442 IBUILOING MATERIALS PERMIT FEE/ O.D01 EAJ N 1 $0.011 $0.00 OPTIONAL LABOR SELECTED INCLUDES: _aPT10N_ _DESCRI>?T-ION = - - -= _.- - - - __ _ = - _. -_ - ._ - =- - - __QTY =UM = TAX PFiICE_EACN. - EXCENSION= 0 5 IPERMI _FEE- QUANTITY X $1.00 350.001 EAJ N 1 $1.00 $350.00 m INSTALLATION SITE - ME MCADAMS RACHEL & KEITH INSTALL LABOR CHARGE: $350.00 W ADDRESS: 406 NE 103 STREET TRIP CHARGE: $0.00 > CITY: MIAMI SHORES STATE: FL ZIP: 33138 COEDIT FOR DEPOSITIMEASURE: $0.00 COUNTY: MIAMI•DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N $350.00 m PHONE: (305)757-9949 ALTERNATE PHONE: 305 798-8569 E BASIC INSTALLATION LABOR INCLUDES: a. ALL FEESASSOCIATED WITH OBTAINING THE PERMITP.E., 14 SPECIAL NOTES: CUSTOMER IS RESPONSIBLE FOR THE PAYMENT OF THE PERMIT. O _____ _ x END- OF.II�STALL #2- -- I N N a) Co O N i i CD ti W o Page 5 of 6 No. 6322 - 148299 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MCADAMS Page 6 of 6 NO. 6322- 148299 O TOTAL CHARGES OF ALL MERCHANDISE & SERVICES a I ° • $1,773.57 SALES TAX $0.00 E o TOTAL $1773.57 BALANCE DUE $000 -- - -- -- - - - -- - - END -OF ORDER No. 6322- 148299 -. ca m w z U m E O a w ca w E 0 x N m O O N CO I U " Page 6 of 6 No. 6322- 148299 Customer Copy lows J REPLACE DOORS IN 2 OPENINGS ONLY. LESS THAN 25% OF TOTAL GLAZED AREA TO BE REPLACED UNDER THIS PERMIT. SHUTTERS NOT REQUIRED PER 2007 FBC, EXISTING BUILDINGS, 606.4, EXCEPTION #2. SEE GLAZED AREA CALCULATION SHEET FOR OPENING RELATIVE PERCENTAGES. H G 30" X 80" K l 1 E 30" X 80" F ., -� M D Gad. N c B a JAN 2 8 ? 010 IiJo — le-1 rll OPENING PRODUCT DESIGN b T:--- _ _ _ OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 30 80 16.67 4 45.2 -49.2 07- 0731.01 50.0 -50.0 <25% GLAZED AREA REPLACEMENT 2 30 80 16.67 4 45.2 -49.2 07- 0731.01 50.0 1 -50.0 <25% GLAZED AREA REPLACEMENT REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCtFINIGLAT WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOC LESS THAN 25% OF TOTAL GLAZED AREA TO BE REPLACED UNDER THIS PERMIT. SHUTTD 2007 FBC, EXISTING BUILDINGS! 686.1, P XgEPTIQI� #z. � • SEE GLAZED AREA CALCULATION SHEET PERCENTAG ES. SEE WIND LOAD CV.PRT.Qp N'W p;6E:FQR OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES u MEAN ROOF HEJISWT`-; • . FT' ; • 4,, • O IN MCADAMS RESIDENCE 449 N.E. ' 014 S�� T DOOR REPLACEMENT PLAN M1j4Mt§H�CjRF&. FVRIQA • • • • • • 00* • • 03/02/2009 - 5:01 pm troyb FA03 Elements \10 Loading \11 CalculatorSWSCE 7-05\ - ASCE 7 -02 Pressure Charts (0- 60).dwg , 2007 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH I MPH 0-60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C S E S INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESS (PSF) - Zone 4 FHeight DESI PRES (P -Zo ne 5 DEFINED AS THE CRITICAL D COND CONDITION OF ANY �UNKNOWN VARIABLE E AS DESCRIBED ED BELOW. Roof • • • Tributary Area (Sq Ffl Tributary Area (Sq Ft) USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. ht 10 S 25 30 35: 40 : _ 45 50 10 15 20 25 30 35 40 45 50 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A a • -50.4 -49.2 4 4 8.3 7.6• -67.1 •46.6 -16.2 :;-45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 53.8 -53.1 -52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY`FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 5 +46.5 + +A4 +43.7 • +43.1 442,7 +42.3 +41.9 +41.6 +46.5 +45.2 +44,4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° -51.1 • -49x0 -48.3• -47.7 x47,3 -46.8 46.5 -46,2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53 SHALL BE PERFORMEDBY AN ENGINEER.AS A SITE SPECIFIC CONDITION. +47.1 +45.9 +45.0 +44.3 + 7 : +42,9 +42.5 +422 +47.1 +45.9 +45.0 +44.3 +43.7 +4 +42. +42.5 +42.2 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT • .9 X8,4 48.0 =47.7 -47.3 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 55.9 -55.2 54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. ��• -52.4 -51.1 +48.3 +4T. -50.2 +45. -48 + 8 444,3 +43.9 18 ft 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE • • • -50.2 , 49.5 48 • +43.6 +43.2 +48.3 +47.0 +46.1 +45.4 +44.8 +4 +43. +43.6 +43.2 ASSUMPTION. • -53.5 -5�2 •-(1.3 -50.6• rSO� x49.5 -49.1 48.7 48.4 2 0ft ; -66.1 -63.5 -61.6 -60.2 -59.0 -58.1 57.2 -56.4 -55.8 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR •� • r +49,4 -5262 -61 3 +46.4 +45.8 +45.3 +44. +44.5 +48 +49.4 +48.1 +47.1 +46.4 +45.8 +4 +44. +44,5 +44.2 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ~ -54.6 -�3 3 • -52�A -51.6• "10 X50,5 -50.1 49.7 49.4 22 n -67.4 -64.8 -62.9 -61.4 -60.2 59.2 -58.4 -57.6 -56.9 THAN ONE -THIRD THE SPAN. LENGTH (HEIGHT z /3) USE THE AREA BETWEEN STRUCTURAL 22 ft +46.8 +46.3 +45.8 +45.4 +45.1 OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY • +50.4 +4 .0 +R8?1 +47.4 41 • +46.3 +45.8 +45.4 +45.1 +50.4 +49.0 +48.1 + 4 7, 4 AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL • -~~ -55.6 -54.3• -53.3 -52.6• �r`•; •'51,5 -51.0 -50.6 -50.3 24 ft -68.7 -66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER 24 ft +49.8 +49,2 +48,7 +48.2 +47.8 +47.4 +46.7 +447.1 +51.3 +49.9 1 +49.0 +48.2 +47.6 ( 6.3 +45.9 +51.3 +49.9 +49.0 +48.2 +47.6 +47,1 +46.7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. • • • -• -• r • •.�� -_ _ __ _ _. -- - -- 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER •7.6ft 56.6 - j5 -j -53.5 - 2.9 -52.3 -51.9 -51.5 -51.1 26 ft -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 -59.6 -58.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +52.2 +508 +4908 +49,19 +48!4• +47.9 +47.5 +47.1 +46.7 +52.2 +50.8 +49,8 +49,1 +48.4 +47,9 + 47.5 +47,1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. • • -57.5 -5CCb 5.1 -54.3 ,93.7 *W53,2 -52.7 -52.3 -51.9 -70.9 -68.2 -66.2 -64.6 -63.4 -62.3 -61.4. -80.6 59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL +53.0 161.6 +SU!6 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +4 +4 8,2 +47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE. • r � _ 30ft -58.3 -5 .9 • -95.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 30ft -720 59.2 -67.1 -65.6 - 64.3 63.2 - 62.3: -61.5 -60.7 GENERAL NOTES' +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48,9 +48_5 +48.1 +53.8 +52.3 +51.3 +50.6' +49,9 +49.4 +48.9 +48.5 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING, THESE TABLES ARE ONLY 32 ft -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 32 ft -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 r =63.1 -62.3 -61.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. +54,5 +53,1 +52.0 +51.3 +50.6 +50.1 +49.6 _ +49.2 +48.8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8_ 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 -73.9 -71.0 -68.9 -67;3 -66.0 -64.9 - 64.0 - 63.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft 34 ft COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 +55.2 +53.7 +52.7 +51:9 +51.3 +50.7 +50.2 +49.8 +49.4 BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 36 ft -60.6 -59.1 -58.1 57.3 -56.6 -56.1 -55.6 -55.1 -54.8 36 ft -74'8 -71.9 -69.8 -68.1 -66.8 -65.7 -64.7; -63.9 -63.1 VALUE USE IS OFFERED HEREIN. +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +5 +50 .8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED -61.3 -59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 - 65.5 - 64.6 -63.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE 38 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 38 ft +56.5 +55.0 +54.0 +53.1 +52.5 + 51.9 +51 .4 +51.0 +50.6 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 40 ft -62'0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 - 66.2 -65.3 -64.5 4. DESIGN IS BASED ON THE 3. SECOND GUST (WIND VELOCITY) FOR A CATEGORY II +57.1 +55.6 +54.5 +53.7 +53.0 +52,5 +52.0 +51,5 +51.1 +57.1 +55.6 +54.5 +53.7 +53.0 +5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. 42 ft -62.6 -61.1 50.0 -59.2 -58.5 -57.9 -574 -57.0 -56.6 42 ft -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 - 66.0 -65.2 TOPOGRAPHIC FACTOR Kzt =1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 -: +52.1 +51.7: _ +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE: COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. 44 R -63.2 51.7 -60.6 -59.7 -59.1 -58.5 -58.0- -57.5 -57.1 ft -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 - 67.5 - 66.6 -65.8 VERIFY USE OF Kd =0:85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ +58.3 +56.7 +55.7 +54.8 +54.1 +53:5 +53:0 +52.6 +52:2 +58.3 +56.7 +55.7 +54.8 +54,1 +53.5 +53.0 +52.6 +52.2 = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION: SYSTEM ORDINANCES. 63.8 -62.3 -61.2 50.3 -59.6 -59.0 -58.5 -58.1 -57.7 -46 ft -78.8 -75.7 -73.5 -71.8 - 70.4 -69.2 -68.2 -67.3 -66.5 6, NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 46 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1..... +52.7 +58.8 +57.3 +56.2 +55.3 +54,6 +54.0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR -64.4 - 62.8 -61.7 50.8 -60.1 -59.6 -59.0 -58.6 -58.2 48 it -79.5 -76.3 -74.1 -72A -71.0 -69.8 - 68.8 -67.9 -67.1 AFFIRMATIONS ARE INTENDED. 48ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53,6 +53.1 : +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40 0 /n OF -MRH, PEAK ROOF 50 ft -64.9 -63.4 -62.2 - 61.4 - 60.7 -60.1, -59.5 ` 59.1 -58.7 50 ft -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL HEIGHT +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 - +54;5 +54.0 +53.6 +59.9 +58._3 +57.2 +56.3 +55,6 +5 +54.5 +54.0 +53.6 DIMENSION OR 3FT (lm). USE ZONE S IF AT ALL IN QUESTION. CONSULT 55.5 -63.9 -62.8 - 61.9 - 61.2 -60.6 -60.0 -59.6 -59.2 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 69.9 -69.0 -68.2 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF HEIGHT 52 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 EAVE a a ROOF 54 ft -66.0 - 64.4 - 63.3 - 62.4 -61.7 -61.0 -60.5 50.1 -59.6 54 ft -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 -69.6 -68.7 HEIGHT +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 O ft -66.5 -64.9 -63.7 -62.9 - 62.1 -61.5 -61.0 - 60.5 -60.1 56 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 5 I ® I 5 SO ® O +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 a 60 ft -67.5 - 65.8 - 64.7 -63.8 53.0 -62.4 -61.9 -61.4 -61.0 60 ft -83.3 -80.0 -77.7 -75.9 -74,4 -73.2 -72.1 -71.1 -70.3 ELEVATION a 5S +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 +62.2 +60.6 +59.4 +58.5 +57,8 +57.1 +56.6 +56.1 +55.7 WALL ZONE FIGURES ' Q � _ IS T C T to n REMARKS DRWN CHKD DATE n< T INIT ISSUE CL FLB 04/19/06 2007 FLORIDA BUILDING CODE ENGINEERING z m m r,,, TS E5 REVISE FOR 07 FBC B FLB 02/23/09 EXPRESS ° m ASCE 7 -05, MRH = 0 - 60 FT �o n z C 3. DESIGN LOADS FOR 160 SW 12th AVENUE, #106 A no 9 I� COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 z N Ul ' m THIS DOCUMENT IS THE PROPERTY OF FRANK L.BENNARDO, PH: (954) 3$4-0660 FAX: (954) 354 -0443 Z o z z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART o Ql WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. WWW.ENGEXP.COM �y �y o "' ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER CERT OF AUTH #9885 O in 'a MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND r ko n INVALIDATE OUR CERTIFICATION. GLAZED AREA CALCULATIONS MCADAMS SQUARE FOOTAGE TO BE REPLACED 33.33 SQUARE FOOTAGE REMAINING 401.16 TOTAL SQUARE FOOTAGE 434.49 PERCENTAGE BEING REPLACED 7.67% TO BE REPLACED TO REMAIN 30 X 80 16.67 A 111 X 63 48.56 30 X 80 16.67 B 74 X 50 5/8 26.02 C 74 X 50 5/8 26.02 D 74 X 50 5/8 26.02 E 74 X 50 5/8 26.02 F 37 X 38 3/8 9.86 G 111 X 63 48.56 H 111 X 63 48.56 1 37 X 38 3/8 9.86 J 37 X 38 3/8 9.86 K 37 X 38 3/8 9.86 L 19 X 26 3.43 M 53 X 31 11.41 N 111 X 63 48.56 O 111 X 63 48.56 .. ... . . . . . .. ......... . .. ... .. . . . .. . ... . ... ... . . . . . . . . . . . . . . . . . 0 .. s . . .. . . ... . . . . ... . . ... . . . . . . . . . . . .. .. . . . .. .. 090 0 0 0 ... . . M IAM 1•DADE • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov /buildiRgeode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code- il"ng the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w /wo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets I through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the MISSILE IMPACT RATING: None Impact Resistant Each unit shall ear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPBGTIQ :.A.copy of this entire NOA shall be provided to the user by the manufacturer or its distributors aad shall be:aN6 b$e for inspection at the job site at the request of the Building Official. T 09 ise p nd re • � • es E -1 and E- s OA This # 02- 1216.09 and consists of this p age 1 and evidence a �i�I'!«T� �� K lY p g p ages 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • NOA No. 07- 0731.01 .o • . i • • • • • • • i • i i Exp iration Date: August 15 2012 /( Approval Date: November 15, 2007 J "'� Page i ( 01 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -961 W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/2001, signed and sealed by Ramesh C. Patel, P.E. • • • • ; ($4tgitle4 iCnger NOA# 02- 1216.09) ss sss ss • • • ss Jaime D. Gascon, P.E. ... . ... ... Chief, Product Control Division . . . . . . . • NOA No. 07- 0731.01 :. .•. 0 :. Expiration Date: August 15, 2012 Approval Date: November 15, 2007 E -1 .... ....... . . . . . . . . . . . ... . . 0 0 0 ... . . Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638 -03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA - 107811, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02- 1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS J9906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02- 1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing", approved on 01/30/2003 and expiring on 08/15/2007. • . .. • . • . • . . • Jaime D. Gascon, P.E. ... 0 0 ... 0 Chief, Product Control Division • NOA No. 07- 0731.01 • . .. Expiration Date: August 15, 2012 • . • Approval Date: November 15, 2007 E -2 . • . • • • • • • • ••• . . . ..• . . . ah7 ��+�++ai�� t 1 Steel 74.5' MAX. OA FRAME WIDTH 70.25' MAX. OA FRAME WIDTH .875' TYP. .125' • .75' MULL 15.5' MAL O.A. PRODUCTREVISED ADEDAELiLAZID871 E 0I//9/)IYY� 36.615' MAX. OA �• BAR TYP. SOEUTE FRAME WIDTH as complying with ale Florida • Lr/T7WIIN! NyFlA711TS�lEE/lE3 PAWL WIDTH 36' MAX. D.A. ,875' 36' MAX OA 14' MAX. OA A, Bui • W/ PANEL WIDTH TYP. PANEL WIDTH PANEL WIDTH Acceptann N .O .Ot i • • • GENERALNQM • By l _TytS PRODUCT Q MIA 0 TO Y WITH 1% 2004 FLORIDA BUILDING K • �CDDE (W/ 2005'& 2006 SUPPLEMEVS) • • J► M 0. M Po v isi Pro ct Control on 1. 2X WOOD BUCKS SY OTHERS, MUST iE•AI10ilOR® PROPERLY TO TRANSFER 6" MAX. LOADS TO THE STRUCTURE. MAX ZI.125' 8O" Divisi 21.125' OA DLO. • Z." ,J)@ O A D N7 U f1 CT 6E As Lt �ED PER ANCHOR LOCATION B0• OA Am' MAX WIDTH • D1fES5NJG TO SWILL BE BEYOND WALL MA. D.L.O. 63125" PANEL OA aq • 4.461E TABLE OM 06 SHE FOR DESItLNwPR85SI1RE RATINGS. PANEL WIDTH ' HEIGHT D.L .O. 63.125' �. OA • 5. pROWCT @• jam WATER REt�U��W" FOR ?NHY ZONES. SEE HL7GM INACTIVE ACTIVE D.L.O. OA • • DESIGN URE C T BELOW. 81.25' • HELM 81.25' • D.L.O. • 6. DOORS AND SIDit.ITE'S REQUIRE MVMI►a4�•APPROVED IMPACT HEIGHT +� RESISTANT SHUTTERS. • • f.'iELrIES Altlygy j7P,1(,(N GAN $11 A SINGLE OR DOUBLE FRAME • FRAME ME • A3 CONFIGURAT _ • • • HEIGHT �. 0 60LR HEIGHT S y 8. A LOAD DURATION INCREASE IN ALLOWII&PSTRESti USED IN DESIGN O F • • 4 WiIICWRS INTO II"ftY. • • .N' >fy M' w y ? RESIDENTIAL MSIIATED STFEL DOOR fC MM to el home WdubmVI DOOR LEAF COfSTR1JCT10M. SINGLE OUTSW7NC F 24 go. (0.020) minimum thickness, Galvanized Steel A -525 . 8 LT/ SDEiM (0X01 commercial quality - AKDO per ASfM 620 with average minimum yield VIEWED FROM INTERIOR strength fy(ove.) = 47,575 psi. DOUBLE OUTSWING UNR (XX1 8 W ne 37.75' MAX. OA VIEWED FROM INTERIOR MS Core desan: f:x pa nded PaYstYre with 1.0 to 1.25 Ibs. / cf densi H AME WIDTH o . 6 1' .875" 107' .125' MAX. OA FR 36 •75' MULL 15.5' MAX OA Jt1D -WEN, INC. FRAME M7DTH TYP. a m Door Panel Conalrvction: The active and inactive panels are constructed from 36 MA(. OA MAX OA .615" MAX OA � MAX OA 14' �• SIDELffE FRAME WIDTH �Ql W w�` ' ' 24CA (0.020' min.) galvanized steel. The face sheet tops and bottoms are .875" TYP. PANEL WIDTH bent 90" over the top and bottom roils. The top roll consists of LA PANEL WIDTH PANEL WIDTH PANEL WIDTH p r measuring 1.67" x 1.0' high. The bottom roI is rolled forrned 0.021' galvanized steel measuring 1.67" wide x 1.21' high w/ a 1.645' x 3' long x 0.831' piece of pressed fiber board in the comers of the steel bottom M M, 0 AF a o which is butted to the side stiles & secured w/ (1) 0.5" x 2" wire staple at each comer. The sides of the face sheet are roll farmed onto the LVL 21.125* 80' 6'' latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0' 80 MAX 63 cavity ' The MAX OA 21.125' O.A. D.L.O. interior tyren" .125' �• MAX. OA WIDTH s filled with PaluoMena The face sheets are glued to the polystyrene. The panels are routed to receive the ODL & Trmity Lite Formes. G.A. D.L.O. MAX. OA D.LO, WIDTH OA The Ile frames are wet glazed on the interior. The units are glazed w/ PANEL OA HEIGHT 0.125 ten WIDTH 63.N25' Q x Pad g lass. HEIGHT D.L.O. HEIGHT CTIVE INA ACTIVE' Fixed Sidelite Panel Const.: The sash is constructed from 24GA. (0.020' min.) B 81.25" • OA+ galvanized steel The edges of the face sheet are bent 90' over the 81.25' MAX. D.L.O. polystyrene core and glued to it The side6te panels are routed to receive MAX. OA, v HEIGHT 1. the OOL & Trinity Lite Frames. The lite frames ore wet glazed on the OA • FRAME • i� Interior and exterior. The units are glazed w/ 0.125" tempered gloss. FPM HEIGHT Forme Construction: the fromes are constructed from Ponderosa Pine jambs 0 60LA measuring 1.25' wide x 4.563' deep. The head jambs are mortised and 8 butt 'pined to the side jambs and attached with (3) 1664. 2" x 7116" M /Y A/ AI jQs crown wire stopks. The writs use on aku Blum bump fake Pemko threshold measuring 4.041' deep x 1' high. The threshold is attached to the frame o 0 0 0 with (3) 16GA, 2" x 7116' crown wire staples. DOUBLE WTSWING UNR o n w/ SI Ems' IRS IOXXO) o a F'i ^ TA8tE0FCQND3Nf5 .625" 2 SINGLE OUTSWING UNIT (X1 .625' 2 HEWED FROM INTERKM ° "a ° SHT DESCRIPTION VIEWED FROM o Q fNTER10R m < DATE 1 GENERAL NOTES AND TYPICAL ELM17ONS 12 -13 -01 2 VERRCAL CROSS SECTHNNS AND BILL OF MATERIALS TABLE 1: Prepored BIr SCALE NTS 3 HORIZONTAL CROSS SECTIONS DESIGN pRL SUpE gA1MIG WHERE WATER MIFI.TRATION REOUItEMEM 15 NEE 7 - - -. 4 HORIZONTAL CROSS SECTIONS AND NOTES L() { ( L 5 ANCHORING LOCATIONS AND DETAILS WHH OUT S/ffACE BOLTS Eric S. M41 sen � 6 ANCHOR LOCATKXNS AND DETAILS SINGLE W SO X OX. X0. 0X0 +65 psl +50 list -50 pef Fla Wa P. L No. 41323 �' cNK �: � DRWNa ND.: PM LLe PTC, LLC S -2105 8 UNR COMPONENT$ N A Rxkkdaa n 32e55 � Phone: 321- 690 -1788 FIVE c dtomu. 0 w4wreaum No. 25M Fax: 321- 690 -1789 SHEET _ L OF ' ' - MASONRY MASONRY 51 1 DOOR STEEL FACE SHEET W STEEL BY OTHERS 25 1.50" BY OTHERS 2 PffiWE JOINTED PONDMOSA WOOD iiuffding Codc MIN. 3 FRAME HINGE "S CFINGER JOINTED SU4 FIN WOOD AcmPt�ncc No� 19 EMB- Ex 4 FRAME LATCH "9 (FINGER PONDEROSA PANE) WOOD �V� t 0.25 :.t 19 5 4' x 4' BUTT HINGE 12oadaY HMER) STEEL :g MAX.", 6 19 X I - PFH WOOD SCREW (HINGE TO DOOR) STM . - da" c- MAX BY oe 7 DOOR LATCH STILE LVL 44 9 SURFACE BOLT STRIKE PLATE (BY rvlESj Ty = .rl STEEL 10 COMPRESSION WEATHERSTRIP FOAM ° ° ° ° ° ° ° ° If DOOR TOP RAIL L%& EE,DE"L 5-.,— SEE DETAIL 5-,--" 32 12 DOOR BOTTOM PAL STEEL YAHEET* 5 13 000 WOOD c ON SHEET 5 14 IE " W 0 SCREW STEEL 31 15 LOCK BLOCK (FINGER OINTED PONDEROSA PINE) WOOD 9 0 17 SEE NOTE 6 29 ITW TAPCON ANCHOR W/ 1.25* MIN. EMBED. STEEL 17 EKPAk= POLYSTYRENE (1.0 to 1.25 Ab.lef MS EY JELD-WEN FOAM 1.75" MIN. la OUTSWING SUMP FACE THRESHOLD (BY PEMKO) PANEL THK. A7 5 3 H, 5 MAX THK HIGH DENSITY PLAS77C OR GREATER) 38 21 KW7KSET 400 SERIES STEEL ° °=° � � | � | � PFH SCREW STEEL SM-NOTE 2 23 27 10 x 2 PFH WOOD SCREW STEEL ON SHT. 4 28 SURFACE BOLT STEEL 0. 125 MIN. 0. 125" MIN. 29 SILICONE CAULAb PLAWRCNCE 33 C) SILICONE 81.25" 318 QUARTER ROUND SIDELITE STOP Mo-�D �y MAX FOR OPTIONAL MAX. FOR OP77ONAL MAX, — V§� MAX. 34 SCHLAGE KNOB SETy#F5I STEEL 25 V) 17 PANEL 38 EACE SHEET 24rA (0,020 STEEL FRAME SEE SHEET PANEL FRAME SEE SHEET #'7' ""' ' C HEIGHT HEIGHT -- 1� �TEAIRI LASS JBY PPG) GLASS 0 PRES RE 47 ASTRAGAL STRIKE PLATE (BY IMPERIAL) STEEL SEE NOTE 2 23 42 YALE KNOB HERITAGE SERIES STEEL ON SHT. 4 43 YALE DEADBOLT HERITAGE SERIES eNOT S STEEL 3 44 SIDELITE FRAME HEAD. SILL AND JAMBS (FINGER JOINTED WOOD PONDEROSA PINE) 45 E BY TRINV FOR .50' 1. POLYPROP. 46 112 INSULATED TEMPERED GLASS M TRINIT'(1AMPAC) GLASS 47 TRINITY FOR I' POLYPROP. 3 48 19 TEMPERED GLASS (BY TRINI A ly- 8 17 29 49 LITE FRAME SCREW J6 x 1.50 LONG PANHE40 (6Y STEEL ON SHT. 4 50 GLAZING COMPOUND DOW 1199 SILICONE -- 3 - 1 ljo WOOD RsTALLATON SCREW wl T3U EMBEDMENT SEE NOTE 8 — STEEL / 16 52 DOOR LATCH STRIKE PLATE STEEL SEE NOTE 9 ON SHT. 4 ."': 53 DOOR LATCH DEAD BOLT ST STEEL 5 SEE INSULATED TEMPERED WS AP M PP - CF — GLASS 54 1 SEE DETAIL 5 NOTE 3 55 ODL LITE FRAME I I.G. (SPARTECH POLYCOM PP5530 C13) 2� ON SHEET 5 ON S 56 OPTIONAL DOOR BOTTOM RAIL WOOD DATU 12-13-01 1.25" 1.00" CONCRETE/ Prefocred By: MIN. CONCRETE/ MIN. 1,75 2 -5. m1t MASONRY Ma By: WLN S, DRWNG Na: VWER C SECTION VERTICAL CROSS SECTION M LLC PTC Uc S-2105 �� 25 4 52 7 1 15 21 42 34 PRODUCT REVISED SEE NOTE 4 $EE NOTE 7 as complying with the Florida ON SHT. 4 13 6 5 6 3 20 19 2 ON SHT 4 BuildingCodc • • AcceptmmNoO ^07 .01 • • • . • • Ezprrati Date /2 • • • • . • • FOR OPTIONAL • •• • Qg 112" & 1' I.G. t ado control • • • • . SEE SHEET 1 7 Division • • • • . • 1.75" MIN. O • • 0.125" MIN. THK. PANEL C • • • • • GLASS THK. j • m F9 . . • . •° e. � � i INTERIOR i' • � ,' ° � � • • �� 1 10 1 17 38 3 38 17 1 10 51 \ � 5 SEE DETAIL 5 / _ \\ ON SHEEP 5 23 SEE NOTE 2 2 SEE NOTE 2 SEE DETAIL 5 / / ° . x : p ON SHT. 4 ON SHT. 4 ON SHEET 5 'o v •.. • • .. a,. ,,�, o,o �r ° 0.25' MAX. 0.25" MAX. a °a my SHIM HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION �— • 1.50' MIN. LATCH JAMB TO BUCK HINGE JAMB TO BUCK SHIM I 1.50* MIN. x EMBED. ' EMBED. U 0 SEE NOTE 1 26 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) & ON SHE 4 0.31" DA. x 9.0" LG, AT TOP & BOTTOM n a I 1 1 7 40 52 7 1 15 21 4234 INACTIVE EXIEBLQ@ A CTIVE FOR OPTIONAL FOR OPTIONAL 112' & 1" I.G• 1/2' & 1" I.G. SEE SHEET /7 INACTIVE EXIEHIII?<B ACTIVE SEE SHEET /7 W 8 j 0.125 MIN, SEE NOTE 1 26 INTERIOR 33 2 1.75" MIN, GLASS THK. ON SHT, 4 28 0 0 0 PANEL THK. o ^ HORIZONTAL CROSS SECTION INTERIOR SURFACE BOLT MOUNTING cc�m� I wiE: 12 -13 -Ot 3 38 SEE NOTE 4 24 10 1 1 38 3 Prepared By. Saul:: N.T.S. we. en WLN SEE NOTE 2 SEE NOTE 2 o ON SHE 4 2 ON SHi. 4 2 ON SHE 4 Ek �" a9c er: RW HORIZONTAL CROSS SECTION flortdo P. E. No. 441323 oa3xnxo NO.: A7 IMPERIAL ASTRAGAL ty75 1 � PTC, LLC S -2105 RoddMp.. florid, 32985 Phone: 321- 690 -OW ,m rePE c«.wr a,wa.am 90. 25M For 321- 690 -1789 SHEEP jj OF L I 3 SEE NOTE 4 24 44 39 58 59 4 52 7 1 15 21 42 34 3 3 13 n6 5 6 3 58 59 39 44 14 SEE NOTE 7 pRDDUCTREVISED ON SHE 4 ON SHT 4 es oanplying with the Florida Buildin Code • • • • pccept• • EXTERIOR SEE NOSE 3 • • • 36 17 38 l • • • • ON SHE. • 4 • • • • EXTERIOR 1.75' MIN. Division PANEL THK • • 3 •.4.:. • / GLASS THK. • ° F I�OPTIONAL INTERIOR \ d • • • • • . INTERIOR // 112" & i` I.G. • �� t 10 SEE NOTE 2 i ^ 36 • • iSi • SHEET / : • • • • 10 112 O 1' I. 23 1/2" & 1 ` I. SEE NOTE 5 ON SHT. 4' SEE NOTFe6 /�� . 25 SEE NOTE 5 1 17 38 SEE SHEET 17 38 17 1 ON SHT 4 25 � \�\ 29 SEE NOTE 6 �n ON SHE. 4 ON SHT. 4 oW�� ON SHT. 4 SEE DETAIL 5 SEE NOTE 2 2 2 SEE NOTE 2 SEE DETAIL 5 x ON SHEET 5 ON SHT. 4 ON SHT. 4 ON SHEET 5 FOR OPTIONAL 0.75` 0.75" 112' & 1' LG. yO HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SEE SHEET 17 NOTES: A7 SIDELIT E TO LATCH JAMB ® Al SIDELITE TO HINGE JAMBa m _� 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS C]W c FOLLOWS FROM THE TOP DOWN & THE BOTTOM UP 1.0 2.5", 4.0. 5.5 , 13.0 ", 18.0" & 26.0 SEE NOTE 3 o g 2. SPACING FOR ITEM 123 THE 18 x 1 112' PLASCREW IS AS FOLLOWS: 51 19 20 4 31 ON SHT. 4 3 TOP & BOTTOM. HORIZONTALLY, FOR BOTH DOOR & SIDEUTE PANELS: 3.0' IN FROM EACH CORNER, ONE IN CENTER. FOR OPTIONAL Ll ON THE SIDES, VERTICALLY. FOR BOTH DOOR & SIDELITE PANELS• 3.0, 13.0 26.0 , 39.0 , 52.0*, & 63.0. 3 3 38 112' & 1" I.G. c m i 3 J. SPACING FOR ITEM 131, THE 160A. x 314" BRAD TRIM NAIL ATTACHING THE 3/8" QUARTER ROUND TO THE SIDEUTE & SEE SHEET 17 ITEM 159, THE 16GA. x 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION LS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR 3/8` QUARTER ROUND) 1.25` IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES KRTICALLY: 1,25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FELD. ; 0.125" MIN. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 112" PFH WOOD SCREW. ; . GLASS THK. EXTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' PFH WOOD SCREW. z 5. SPACING FOR ITEM 125 THE 18 x 2 112" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS �, . •° FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, INTERIOR Q 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 318' Ea QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 314` LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 117, A 110 x 2' PFH SCREW. WHEN ATTACHING THE SEE NOTE 2 HINGE TO THE JAMB AND SIDELIfE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 314' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x I f 12' PANHEAD SCREW (TRINITY LTTEFRAME) IS AS FOLLOWS: ON SHT 4 HORIZONTAL CROSS SECTION � DOOR LITEFRAME FROM THE TOP DO VERTICALLY: 3.25, 10.625 , 18.0625 , 25.4375 ", 32.8125' 40.1875 , 47.625 ; � SEE NOTE 6 �AT SIOELIT WN E TO BUCK 282 ° 55.0' & 61.375'. ° ° 29 ON SHT 4 DOOR_ LITEFRAME TOP & BOTTOM. FROM RIGHT TO LEFT: 3.25', 11.875" & 20.375 ". o u an Q SIDELUE LINE FROM THE TOP DOWN VERTICALL Y: 3.25' 18.0625 32.8125* 47.5625` & 62.625" SEE DETAIL 5 DATE: 11 -13 -01 SIDELITE UTEFRWE TOP &BOTTOM. FROM THE LFFT: (1) AT 4.4375'. ON SHEET 5 Pye"red W. SCALE' N.T.S. I n- 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED 0.25' MAX. UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM t c"x. ey: RW INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO FJe S. N1N11" f0. USE ITEM 151 WHEN INSTALLING MULLIONS. USE ITEM 16 WHEN INSTALL INTO CONC 1.50" MIN. Flcdda P. t c 41.32,3 DRAWING Uc 2 1 RETE/MASONRY SUBSTRATE AT SIDELITE SILLS. EM ED. 1,115 PTC1 69 S - 2105 MULLIONS. 3 ZOS5� Phone: 321- 690 -1788 Im c«exmn a .tnbn.m eo. 25m Fox: 321- 690 -1789 TAM 4 OF 8 7415" MAX. OA. FRAME WIDTH PRODUCT - R . ED 70.25' MAX. O.A FRAME WIDTH • • • SEE DETAIL 1 Building COd �� Florida • • • • • • • • • • ON THIS SHT. ON SEE THIS �SHE A=P[au No - I. ( • 0010 • • ` • • • • • • S • • • • • • • • • 12.5" EE DETAIL 6 4.5" TIP, 8.58' TIP. � F CO� 6. K "rO Division • ON SHT 6 " J• TyP 6" TYP. • ��r t r 7 TIP. TIP. 1 L • • • • • • • • • 3" TYP. J— J TYP. --I J" TYP. SEE DEral s • • `• 61 Tv. — 1 • • • 1.1 1 1 1 7.375' 6' TIP. — 7.375" — 31' ON SHE 6 • ••• w� • 0000•• � TYP. • ••• 5 0 000000 31" 5 SEE NOTE 5 d 4RA I • ON SHEET 4 r • • • • • ® 0 00 " 0 0 • • • 0 0 SEE DETAIL 7 SPACES A 13.85' SEE DETAIL 8 811..225" • 0 • • s / ON SHT. 6 — 81.25" ON SHE 6 — — — — DA. / t MAX FRAME 5.5" "r• — HEIGMf 1 5.5" — HEIGHT — q 31" = II to Q 36.625" 16 36.625' TYR Vt 16 ° I i a� a 3* Typ. 6" �1 3 7 ' �--I 12.125' TYP. 3" TYP. 3. F I� 7" TIP. TYP SEE DETAIL 2 ON THIS SLIT. ME m DOUBLE DOOR WITHOUT SIDELIEES ANCHOR L T10NS SEE DETAIL 4 12 VIEWED FROM INTERIOR ON THIS SHE SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS c VIEWED FROM INTERIOR - 16 *a 25 25 S. N1. i6 16 48 * c, T 6 5125 .15" MIN. C -SINK. —�� 9 SEE NOTE ip 41 `oN!", =k / \ 9 / o Do \ \ / ON SHEET 4/ c o S 0 0 re 12 -13 -01 9 / Prepared By SCALE: N.T.S. �- -� 48 \ / 9 DW. BY: WLN Lo /k (03 �. p1x. er: RW Now Eft 11 rida P. E. NO. 41= Dkkww8 NO.: DETAIL 1 - 0 HEAD JAMB DETAIL 2 - 0 THRESHOLD DETAIL 3 - O HEAD JAMB DETAIL 4 - 0 THRESHOLD DETAIL 5 15M cam" Stmm sdto Du PIC, LLC S -2105 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE SURFACE BOLT STRIKE PLATE SURFACE BOLT STRIKE PLATE COUNTERSINK FOR INSTALLATION ANCHORS, R°ad'd". FlddO 32M Phone: 321 - 690 -1788 Rm e«•N.a a A.M.".0. M MM5 Fox: 321 - 690 - 1769 sxEET _ . L OF 8 i I---- 107" MAX. OA FRAME WIDTH —I PRODUCT REVISED • • I 37.75' MAX. OA B l c de � ft Florida s • FRAME WIDTH Acceptance No - !. �I ce e • see* • • • SEE DETAIL 1 — Expvatio nee 12 • • • • • • • • ON SHEEP 5 • • {.5" TYP. • SEE DETAIL 6 SEE DETAIL 3 J By • " "' Imz 11.125" ON THIS SHT. M a& Product Control • • • • • • • 3" 7YP. • 9" TYP. ON SHEET 5 Division • • 6' TYP• TY 6" TYP, 6" ' �• F, • • • • 3 " 3• r L SEE DETAIL 6 TYP • • • • 6" {yP • • • _ III III 1 ( 7.375" 6 " 6 " 7.375" ON THIS SHT. •• • • • • • • • e • 51 51 \' 51 • • • • • TYR • z 77YYpp — • • 5 • • • 0 • SEE N01E�5 31' S 6 31" �� •' • • • • • SPACES • s • • • ON SHEEP 4 SPACES SPACES ® 86i • • SEE DETAIL 7 ® 13.85" ®11.54" • • • • • W s s ✓71.2i • • • • r • 0 ON THIS SHT. — — 1.25" SEE DETAIL MAX. 8 ON THIS OA • 00** MAX. SHT. — I 1 R A. ao HEIGHT — 5.5" 1 1 25 — EIGHTE 5.5" / s = a 31" 31" Sao Ks m 36.625" 36,615" 7YP. ZL _ K 0 =° o 3" Dr. -� —� 3 P. 3 a " TYP. 3 7 " TYP. " iYP. � 7" TYP. ¢ 11.625" r TYP. SEE DETAIL 2 SEE DETAIL 4 ON SHEET 5 ON SHEET 5 DOUBLE DOOR WITH SIDELIIES ANCHOR LOCATIONS SINGLE DOOR WITHOUT SIDELITES ANC L O raTiONS C, VIEWED FROM INTERIOR VIEWED FROM INTERIOR 5 53 0 6 142 SEE NOTE 7 ON SHEET 4 5.5" 24 5.5 "1 242 SEE NOTE 4 • / ON SHEET 4 o DATE 12 -13 -01 \ / 6 1 1 Prepared 6y: $ME- N.T.S. ` / l0 lit 101 23 osrc. ar: WLN 52 HINGES T0 & DOOR — 51 Fl,nda E t i— �• a auwwc w.: OE1q Z DETAIL 8 13M 1 LLc s n , ay PTC. LLC 5-2105 STRIKE PLATES i0 ASTRAGAL STRIKE PLATES TO JAMB 9xkkdge. Florid, 32935 Pfarre: 321- 690 -1788 -- " n wnn.nmmn ta. z,ese Fox: 321 -690 -1789 SHEET .L OF PRODUCT REVISED as • • • • l 1W the Florida Building Code • 50 30 3 Acceptance Noe - 01 • • • • • • • • • 50 30 50 54 Expiration ale !2 • s • • • By _ ' • • 30 Miami mk Product Control • • • • EXTFs2}DR • • EXTERIOR D; �,� ;a „ • 0.125` MIN. s 0.125" TEMP. TEMP. GLASS • • • • • 00. a THICKNESS G LASS • • .' 0... •• � . ` • • w it' .4 • 1.00" MIN. 0.75' AIR SPACE • GLASS THK. _�. • • • • • • 0.124" TEMP. x • • • • • 50 .75" x .50" INTERCEPT GLASS • • • • STEEL SPACER • • • • INTERIOR • • • �" GLASS INTERIOR 50 s •.•••s •• BITE 50 GLASS 4 • 38 ! SEE'�IOTE 2 c 900 • • • • • • 50 • • ON SHT. 4 SEE NOTE 2 • • • • $0 55 2 ON SHT. 4 �"ao o� GLAZING DETAIL OOL WE FRAME x 38 SINGLE PANE 1/8" TEMPERED GLASS 55 GLAZING DETAIL ODL LITE FRAME 1" o� W/ 112" MIN. GLASS BITE L.G.U. W/ 1/8" TEMPERED GLASS o �S SPARTECH W/ 112" MIN. GLASS SITE POLYCOM PP 5530 Ci3 SPARTECH� r POLYCOM PP 5530 C13o� F Q K Y� 3 p !7 29 50 46 .25" x .50" g 50 INTERCEPT 0.1 a 29 29 48 EXTERIOR STEEL SPACER I I lei 0291 1 t 0.500' MIN. 0.125" TEMP. 0.250` AIR W ' GLASS THK. GLASS SPACE EXTERIOR i`'. 0.125" TEMP. € GLASS W z 1.00" MIN. 0.750" AIR SPACE 0.125" TEMP. GLASS iHK. GLASS 0.125' TEMP. INTERIOR GLASS 29 3 0 GLASS BITE INTERIOR 75" x .50" INTERCEPT GLASS STEEL SPACER 45 50 49 SEE NOTE 8 0 0 0 0 BITE ON SHT. 4 SEE NOTE 8 4 50 49 29 0 � • ON SHT 4 45 GLAZING DETAIL TRINITY LITE fRAME are 12 - m on C 112" INSULATED TEMPERED GLASS MAIM N.T.S. 112" MIN. GLASS BITE Prepared By LUPOY EU -5007 t W. WLN O GLAZING DET ED TRINITY LITE FRA.NE �' 47 i" INSULATED TEMPERED GLASS f 9k 4.n cmK. B" RW W/ 112" MIN. GLASS BITE FWrida P. E No. 413 or+"rnnc No.: LUPOY EU -5007 1535 Co9."l St Smo cu PLC. UC S -2105 Roclda p. Flame. 32955 Phorle: 321 -690 -1788 FW � a MD.A.M. Ma 26M Fox: 321 - 690 -1789 SH EET _ L of 8 I Iii I- 1.67• -I 1.67` ,.67" I -j�- -- 1.67' � 4.5625' PRODUCT REVISED x025• 1,65" 2.19 as wmpiyrog with the F'loriJa II �• • 1 "� Acccpta m No O -O 0.25" i • % % / %// ' • • • • .21 0.75 j% 1.00 1.00" � _ 0.831" ® 0.375" �� .� �� 0.75" Exp; 'o Hart • % / // 0.375" ---1 �� 50 1.25° 0. *00000 T - -7 L / Miam; a& Pro uct Contto • • (• • • • • • ----T Division • BOTTOM RAIL O24GA d��TBEt O 58 P IN E 57 STEEL BOTrOMKRAIL 32 SIDELIIE STOP 2 3 !@ 56 12 13 WOOD HINGE STILE 7 �/8' QUARTER ROUND FINGER • • 890 • • • 0 00 0 00 11 LVL TOP RAIL M 4 44 OF x 3.D' LONG PINE PONDEROSA SA PINE • ••• • •• •••••• 0.513' 1.013" •• i•• •• • •••• � � � � � _..i 1• � -�� 0.125" f • • • • • • • 0.53" ';; ;?riil • � \ • • 1.54° " ......... 1.54` 1.5626" 1.59• \\ 0.5i" 0.38` ! V• W • I •••••• I I I I I • I' 4b41" • • • • 0.14' 1 1.75' --{ ' 1- 1.75" --1 I • • • • • 0000 • • 0.53' � ��-- -- -- 2.52" �� 2.52" �- 1 .75 " h - 2 OUTSIWITGeBYMPrtFACE THRESHOLD 2.443737 5" 2' 2 ,8 10 COMPRESSION WEATHERSR7IP TRINITY .50' LITE TRINITY 1" LTTE ODL .125` L1TE 0.051" THK. WALL ALUMINUM SCHLEGEL Q -LON ODS 650 O F�gME 47 FgA�E 55 ODL 1' LITE FRAME O o� L++ 0, z I 1.50' -j 8.00' 0.75' tr�ii Os 1.25" 0.75° r-r 0.75' O c3 O Q T- 0 75' 2.87 o �--{ 0.62" ® w$$ 6 .' cos 1.75° 2.50` 2.03' 2.125° o � ASTRAGAL HAS TWO .312" OQ O I O ( O $ a L OLA. x 9 LONG BOLTS; L L a a I 1 ON TOP, 1 ON BOTTOM ® F- 1.73 x x 'I 1.02' - SURFACE BOLT IVES I454 I SURFACE BOLT SPACER SUREACE BOLT STRIKE r ASTRAGAL ( IMPERAL) ASTRAGAL STRIKE PLATE 28 (0.25' THK. STEEL) Q O (0.50 THK. PLASTIC) O (IVES .125" STEEL) O 6063 -T6 ALUMINUM 41 (IMPERIAL 0.125' STEEL) 2.17" ❑ 2.040" 12" 1.71" 5P STRIKE PLATE L 0 0 0 Q H 097 0. �I- 1.08 F- -- 4.000" -I 8 0 0 HAGER STEEL BUTT HINGE o 0 0 4' x 4` x .097' THK. STEEL o o 4.00" o u m < 2.67" DATE 12 -13 -01 Prepared BY: N.T.S. M. BY: WLN P. �� ' CHK. BY. RW File S. NlMSen aP,W N C Na.: FbriAO P. E N0. 41323 15 WOOD LOCK BLOCK DOOR LATCH DEAD 1535 ceq.wPi ym. c25 53 PTC. LLC S -2105 LVL BOLT STRIKE PLATE P«ww♦., Ho.Wd 329 Phone: 321 - 690 -1788 LH rW Cvaanb et r aencaa•n N0. 25M Fox: 321- 690 -1789 SHFPT - L OF 8 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP 37528 Permit N WS -1 -10 -139 Scheduled Inspection Date: March 10, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Building Owner: FABRICANT, LORETTA Work Classification: Door Replacement Job Address: 406 NE 103 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060170760 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333 -5042 Building Department Comments Inspector Comments Passe � r Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 09, 2010 For Inspections please call: (305)762 -4949 Page 22 of 24