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WS-09-1747Project Address 390 102 Street Miami Shores, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1132060135110 Block: Lot: Owner Information IVAN RODRIGUEZ Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $6.00 $50.00 ($50.00) $2.75 $119.55 Address 390 102 Street MIAMI SHORES FL 33138 -2429 Contractor(s) J &G CARPENTRY INC Phone CeII Phone (561)333 -5042 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Pe tx T 747 PRO VED ) Expiration: 2010 Phone Valuation: Total Sq Feet: Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Invoice # WS -10-09 -36219 WS- 10-09 -36219 Total Amt Paid Amt Due $ 119.55 $ 50.00 __ $ 119.55 $ 119.55 $ 0.00 Applicant IVAN RODRIGUEZ October 29, 2009 Date Cell $ 974.71 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. October 29, 2009 1 BUILDING PERMIT APPLICATION FBC 20011 Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756. ' 72 Permit NI S a q L aster Permit No. Permit Type (circle): uad +� g C lectnc`a�l ° 3 �mb ++ g Mechanical Roofing A Owner's Name (Fee Simple Titleholder) ` ;' Phone # 7S - / 2 Owner's Address 3T b N t /02 5! - City 4l P ,4 S h r W5 State Tenant/Lessee Name Zip 3 3 ) 3 g- Phone # Job Address (where the work is being done) 3 S b L /0 Z 54 City Miami Shores Village Is Building Historically Designated YES NO County Miami -Dade Zip 33 /38" Contractor's Company Name J ea Phone # l • 33 3 '.._5 -( Contractor's Address /3 ( 167 / 7f ) City j/L) e 1 State Zip c1/ 2 Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 97/. 7 / Type of Work: ❑Addition ❑Alteratio :New [L� /Replace 0 Demolition Describe Work: &-4 �y /� t) �ti) • . • N ..• .. • � w Submittal Fee Permit Fee $ CCF $ 0' • Notary $ Training/Education Fee $ Scanning $ (12•00 Radon $ Bond $ Total Fee Now Due $ ( SS (Continued on opposite side) 0.6 Code Enforcement $ Structural Plan Review. $ Phone # Square Footage Of Work: •••- •• . • • • Technology Fee $ • • • . • • • • • •. • • • . • • • • • • • •• • • • • .•.• • • • • • • • • • • .. •. • • . • • • • • • • • •.. • • • • • • • • • • • • ••••o•., • • • • • .' • • • • • • •••• . . . • • • • • • • • • •• • • • • • • •• •• • • • • • • • • .• • • • • • • • • •• •• . • • •••• • • • • ••.. • • • • • • • • • • • • • •• Oc,c Bonding Company's Name (if applicable) Bond :g"'Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Ls subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sign The forego' g instrument was acknowledged before me this day of 20 j, by ) Q r1 who is ally kno tome or who has produced .••'`' . 810. ROSAUIZARDO MY COMMISSION #DD:�:: ; ,4 EXPIRES: July 22, 2013 IIlI.IL NOTARY Sign: Print My Commission Expires: As• ,,� • r� iqtr *********** s********* s***************** * * ** * *** ** * * * *** * *** *s;rraY�eO L$Prttlit:f* ***�* * *Iftr k: • ib .1 (Certificate of Competency Holder) m � • tat ° t117� • Vii _ �1 • � a a • 1 cl - 1 � s ' Da5664 • State Certificate or Registration No CO 83 I Certificate of Competency NoT t� . ItlAA 1® 20 ••••rvn� 1 • A APPROVED BY: Chc 10/14/03 #/:e Signature Contractor The foregoing instrument was acknowledged before me this ir" day of CCC , 20 O', by 77r2,-vn Fs r) lj4,)l S who is personal y kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Print: My Commission Expires: . v 3 • • •• •• • • • • • I'ldns • • • • • • • Phtlif • • •••• • • • • • • • • �� _ - -•: ` - -.= -) REF It 102 STOCK MERCHANDISE TO BE DELIVERED: -REF:# _ SKU = - = :.QTY= =- -UM - z___ _ - :- - - '- - - - -= DESCf1IPTlON = . - _ _ _ -TAX_ - PR = - - EXTENSION R04 155 -400 3.00 EA 1X6 -8 PT APPEAR WEATHERSHIELD N � 0 $3.97 $11.91 R05 565 -498 21.00 LF BASE WM713 PFJ 9/16X3 -1/4 !t $0.99 $20.79 SIO - MDSE T_O BE DEUVERED: REF t Sol ESTIMATED ARRIV 1� �.r: 10/08/2009 P.O. #22541863 FIEF if- - - = -- SKU= =- `= QTY - -- -UM - —. -- =_ _ - - -= _ -: - - 'DESCRIPTION- - == -_ =_:. _ - - -_- : -- ?AX :PEiUCE EACH == - E11TENSION - S0141 639 -016 0.00 EA 1<> 38114' X 81 3/4' - D, R.O. / (#11<z> r Q ! BI!! BQ! QAPRODUCTCATEGORY= ENTRYDOORS,QAM • 1 ' f , ER =JELO- WENWINDOWSDOORS- DOMWDISTRIBUTION ,QAPRODUCTSTYLE =E P - �t� -' ` ,QAPRODUCT =STEE L,QAPRODIJCTCONFIGURATION =SINGL • WI, P I ,OAHANDINGANDSW1NG= LEFTOUT- SWING(0),QADOORWIDT • ,t! . TDIME N I N 1 $315.00 $0.00 $0.00 $0.00 S0102 639 -016 0.00 EA / (CONTINUED) / (CONTINUED t . %� NSIONWIOTH= 371 /2',QAR• ;� 1 1 NGWIDTH= 381 /4',QADOORHEIGHT =80', QAUNITOIMENSIONH G 4', QAROUGHOPENINGHEIGHT= 813/4',QAQUA LIFYFORSTIMUL jr R "' ITOPTION =YES,QADOORFINISHTYPE= NONE,QA DOORFINIS Sa c - IDE =PRIMED QADOORFINISHINT r _ — CONTINUED OH NEXT PAGE' _• SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMUBISCAYNE Phone: (305) 981 -2959 12055 BISCAYNE BLVD Saresperson: AGS53I MIAMI, FL 33181 Reviewer: RODRIGUEZ VIVIAN & IVAN "de" 390 NE 102 ST. Check your current order status online at www.homedepof.00m/orderstatus v "`"'" (305) 375 -5362 C«m.•r Page 1 of 7 No. 6322-144707 Customer Copy (305) 756 -1280 • :12q.4 f pi 7: : ISkr.: & ;22- 144707 • • :...:.: _:... _ i ___. y _. -. • ••• • • • • • • MERCHANDISE AND SERVICE SUMMARY • • • • 011 • • • • • • • • • • • • •: • ••' ,REPNY • • ••• • • • • • • • 29 8 • ••• •• We reserve the right to limit the quantities of merchandise sold to arslomets 0 0 N INSTALLERDE_LIVERY - #1 ` _ -. REFg102 • •• •• - -- —S U103 - - 639-1)16 0 .00 EA /(CONTINUED)I(CONTINUED) ERIORSIDE= PRIMED,QADOOR1.AYOUT�6- • • PANEL,QA CONTOURS ,OADOORRATING= NONE,QADODFISO RE= NONE,QA1 NSE RT= NO,QAPE EPHOLECUT- OUT=NON E,QAHI NGEFI NI S H =B RIGHTCHTOM E(US- . +.. • AMBWIOTH= 69 /16',QAJAMBSPECIES =PVC ., 1 QABRICKMOLOTYPE = 41 N, • • • • . • • • • • . • 4 _• • $0.00 '.' . . . 1 , • .. • .. _., 8 S0104 639 -016 0.00 EA !CONTINUED) /(CONTINUED) • • BI ICKMOLDSPECIE= PVC,QASIL LW( DTH=49/16 ,QAS!LLTYPE= ALUMINUM�AS KU= 639016 /S/OEXTER1 ORDOOR,CH ECKSUM= 214321 EQ?!BO1 EO US, 1 =PH 1,2=30 0,3 = ## #,4=608, 5=# ## #,6=4,9= #,10= CO,11= 6P,15 =$, t6=# #,17=## # #,18=### , 20= # #,21= # #,22= # # #,25= # #,2 = ## • N: • • :: :..$O -gb $0.00 S0105 639 -016 0.00 EA / (CONTINUED) / (CONTINUED) ,27=#11,28=#/##.29=###,30=##,31=#W,32=41#,33=##,34=##,35=####,36=11##.37=##, 38 = # #, 39= # #,40 =L,41 =0,42= #,43= #,44= # #.45= #,4 = # #,47=#,48= # #,49= #,50 = #,54= #,55 = # #,58= 69,59= # # #,60= K2,61= # #,63 = #, 64= # #,65 =# #,67= ##,68= 49,69 =AL ,70 = # #,71 N $0.00 $0.00 S0106 639 -016 0.00 EA / (CONTINUED) / (CONTINUED) #,72�P,76=026,77 =NE, CATALOG VERSION: 1.17.0!EO!!BA! 18PH 1300# ## 608#### 4 & & & & #CO6P & & & # ## -# # # # # # # # # # ### # # # && &&################################ # ## # # # # # # # # # # # # ###& & & & # # # & & && 69### K2##&& # # # # # & & # #49 & & # # # #3P & & & & &&& &026N E!EA!! BM!G ENER N $0.00 $0.00 50107 639 -016 0.00 EA / (CONTINUED) / (CONTINUED) I C =D 601070,UNTY =003, LINTS= 9,ACTB=o, PACK= E,D1:ACTB --0, D 1:CORE =C, D 1:T HKN =7, D 1:CSCT= 0,01:STI L =A,01: RAIL =2, D 1:LKBL =W, D 1:WI DH =0300, D 1:W P RF= 14, 01: HGHT= 0608, D1: HPRF = 34,01: GLAZ= 0,D1:SPTY= 2,D1:SPPN= 6,D1:SPSH 0 0,01 : I NTN =0, D 1:I NTY =02, 01: IN DE N $0.00 $0.00 S0108 639-016 0.00 EA 1(CONTINUED)1(CONTINUED) = 0000,D1:INT2-- 00,D1:SWEP =0,D 1:FN SH=00,0 1:PTYP=00, D1: fNO1 =0,D1:BORE_ 0, DI: BKPS =1,01: LKPS= 000,01 :D 1 LK=00, D 1:H GHG= 3P,01:HGSZ=40,01: HGRA =5 S,01 : HGTY= SS,O1: HGFN =26, D 1:HG DP= 10,D1: HG P1 367G ,D 1:HG P2= 3758,01: H GP3= 680G,D1:JAST= 0,D1:JAWO =6 9 N $0.00 $0.00 S0109 639 -016 0.00 EA / (CONTINUED) / (CONTINUED) /16,D I :JATY =K2, D 1:JAW S =Z,D 1:JAS W =49, D 1:JASI =SV, F1:U NTY =003, F1: UNTS=9 , F1:ACTB=0,F1:TH KN =7, F1:HGH G =3P, F1:HGSZ =40, F1:HGRA =5S, F 1: HGTY =SS,F 1: HGFN =26, F1:H G DP =10, F1: HG P 1=067G ,F 1:HG P2 =3758, F1: HGP3 =68DG, F1: HN DG= L,F1:JAST= O,FI:JAWD =6 9116 N $0.00 $0.00 S0110 639 -016 0.00 EA 1(CONTINUED)1(CONTINUED) , F1:JATY =K2,F1:JAWS =Z,FI :JASW= 49,F1: JASI= SV,VERSION= 1.17.0,STORESTA TE= FL,STOR EN UMBER= 6322,DATECR EAT EO= OCT012009,VERSI ON= 1.17.0, MO SENT =DQ,ENTITY =1EMIIEll 1 BASE I BMTY I JAMB ( HGFN N $0.00 $0.00 S0111 639 -016 0.00 EA NA 1 BMTY /'ATT TO (#11`PVC WM 180 BRICKMOULO ADD: N $0.00 $0.00 S0112 639-016 0.00 EA M NA / JAB / 'ATT TO ( #1)'6 9/16' PVC JAMB ADD: N $0.00 $0.00 S0113 639 -016 0.00 EA NA / HGFN 1 `ATT TO f# 1 )'BRIGHT CHROME (US -26) HINGES ADD: N $0.00 80.00 SPECIAL SERVICES CUSTOMER INVOICE - Continued Page 2 of 7 No. 6322 - 144707 Last Name: RODRIGUEZ Customer Copy egge2 b2 • • nee W22-144707 • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • •.• C N N co ro 0 TALL _ ER_ DELIVER __ _ - - - -- - - -- • ••• . • -:`_: ___- 1___:.; • #102 : : • • _ • •• • : : '• _REF INSTRUCTIONS: 11.17.0:: : • • ' 6 • • • • VEND - SPECIAL ,SIO - MDSE TO 8E DELIVERED: REF # S08 ESTIMATE ARRIVAL DATE: 10/08/2009 P.O.#22541867 =_ _EXTENSION - _.. Klf_._. ;OTY:_ _' _.UM _ _ VA -- -- . _ = = -- -___ = >__:DeSCRIPTION== ;_n.- _= ._� - _ - - _ _TALC ,PRIC,4FAGI�_` b, cruRn I4 -n] 1 P /i.. 4a Imo Y ay gm _ rL u n 1 � _ • �•�, O a . O f, • • • _��: "� •,•, ! BI!! BQIQAPRODUCTCATEGORY= ENTRYDOORS,QAMANUFACTURER,IECD- • WENWI NDOWSDOORS- • • • • • • : • • • ••• • • DOMINO ISTRI BUTT ON,QAPROD UCTSTYLE= ENTRYDOORS,QAP RODUCT=STEE - L,QAPROD UCTCONFIG URATION=S INGLEDOORUN IT,QAHAND INGANDSWING = LEFTOUT -SWING (D),QADOORW IDTH= 36',QAU NITDI M E S0802 639 -016 1.00 EA / (CONTINUED) / (CONTINUED) N $0.00 $0.00 NSIONWI DTH= 371/ 2', QAROUGHOPENINGWIDTH= 38114',QADOORHEIGHT=80', QAU NITDI M EN SIONH El G HT= 803/4',QAROUGHOPEN ING HEIGHT= 813/4',QAQUA LI FYFOR STI M ULUSTAXC REDITO PTION =Y E S, QADOOR F IN ISHTYPE =NONE, QA DOOR FIN ISHEXTERIORSI DE =PRI MED,QADOOR Fl NI SHI NT S0803 639 -016 1.00 EA 1 ( CONTINUED) /( CONTINUED) ER !ORS! DE= PRIMED,QADOORLAYOUT=6- N $0.00 $0.00 PANEL,QAEXTER IOR FIN ISH= CONTOURS,QADOORRATI NG= NONE,QADOOR8O RE =NO N E,QAI NSERT =NO,QAPEEP HO LECUT- OUT= NONE,QAHI NG EFI NIS H= 8RIGHTCHROM E(US- 26),QA,IAM BWIDTH= 69/I6', QAJAMBSPEC !ES=PVC,QABRICKMOLDTYPE =WM 18 0, QA S0804 639 -016 1.00 EA / (CONTINUED) I (CONTINUED) N 60.00 $0.00 BR ICKMOLDSPECIE=PVC,QAS I LLWI DTH=49/16',QASI LLTYPE=ALUM IN U M,QAS KU=639016/S/0 EXTER IORDOOR,CHECKSU M= 21432! EQ! I BO! EOUS,1= PI-11,2=30 0,3= ## #,4= 608, 5=### N, 6= 4, 9=# ,10= CO,11= 6P,15= #,16=# #,17 = ###t ,18=# # #,19 = # #, 20= 0,21= # #,22 =# # #,25= # #,26 = ## S0805 639 -016 1.00 EA / (CONTINUED)! (CONTINUED) N $0.00 $0.00 , 27=##, 28=####, 29=###, 30=##, 31=##, 32=##, 33= # #,34= # #,35= # # # #,36= # # #,37 = #H, 38 = #,39=N 4,40 =L,41 =0,42 = #,43 = #, 44=##,45 = #,46 = # #,47 = #,48= # #,49= #,50=##,51 =#,54= #,55 = # #,58= 69,59= # # #,60= K2,61= ## #,63= 4,64 =1 #.65= # #.67= # #.68= 49,69 =AL ,70 = # #,71 S0806 639 -016 1.00 EA / (CONTINUED) / (CONTINUED) = # #,72 =3P,76-- {Y26,77 =NE, CATALOG VERSION: N $0.00 $0.00 1.17.0!EOI!BA!1 ## 608## N# 4&& & &#CO6P & & & ## # # #H # #a# # #1410# # # # && &&############################ 4## N # #N#LON## #N# #H #### # # & & & & #N # & & && 691HI#K2## & & # # # #H & & # #49 & & #HN #3P && & & & && &026N E! EA! IBMI GE NER "!=CONTINUED ONE! N Ea PAGE "' SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: RODRIGUEZ Page 3 of 7 No. 6322- 144707 Customer Copy ;p • 3a x kJ 6322 - 144707 • • • •••• • • • • • • • • • • • ••• • • 0 0 O N 0 0 0 GA18 ENAVOSI8 10d3a 3WOH SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: RODRIGUEZ • �_ -INSTALLER DWYER_ Page 4 of 7 No. 6322 - 144707 Customer Copy Paw: 4'x' 7 • • • • •; E1 • Q: `6 ' 3 22 - 144707 • • • • •••. • • 0 • • • • • • • • • • ••• • • • • • ••• •j • • • INSTALLATION-#1 REF /I 102 "`.CONTINUED ON NEXT •-•! 0 Co 0 0 co 0 Crl •v 0 H CO z nn W r 17 ro 0 0 01 _- _- _(Co13Gnne . -'r :- ::_.. _ °1REFt1IO2 • • • $0.00 $0.00 - _ = ... S0807 639 -016 1.001 ..1012i 1.00 EA EA • I (CONTINUED) I (CONTINUED) IC= D601070, UNTY =003,0 NTS= 9,ACTB -�, PAC K =E ,D1:ACT8= 0,01:COR6yCi. D kT HKN =7,D1: CSCT =0,D 1:STI L =A,D 1: RAI L=2,01: LKBL =W,01: W IO H= 0300,D1: W PR F= 14,D1 :HGHT=0608,01 :HPRF =34,D 1: GlAZ =0,D1:SPW=2,DI:SPPN= B,DI:SPSH� 1NTN�0. lI1 1NTY,0 1?1 1f�1� _ • • / (CONTINUED }! ( GONTINUED) • • = 0000,D1:I NT2= 00,01 :SWEP =0,DI : FNSH =00,D 1:PTYP= 00,D1:I NO1 =0,D1: B0� E € 0 D1:BKPS= i,D1 :LKPS= 000,01:01 LK= 00,D1:HGHG =3P,DI :HGSZ= 40,D1:HGRA =�v S,D 1: HGTY= SS,D1: HGFN =26, D 1:HG D P =10, D 1:HG P1 �67G, D1:HG P2= 3758,D1: H GP3=68DG,DI :JAST= O,DI:JAWD =6 9 N' • • 2• • . •• • •••• • • • $O,Q Q T ' • • • •' • • • • • = :.• $O Qo S0808 639 016 S0809 639 016 1.00 EA 1 {CONTINUED } /(CONTINUED} 116, D 1 :JATY =K2, D 1: JAW S=Z,DI :JASW=49, D 1:JASI =SV, F 1:U NTY =003, F1:UNTS =9 ,F 1 :ACTH =0,FI :TH KN =7,F I : HGHG =3P,F 1 :H GSZ= 40,F1 :HG RA=5S, F1: HGTY =SS,F 1: HGFN= 26, F1: HGDP= 10, F1: HGPI= 067G, F1 :HGP2= 3758,F1 :HGP3= 68DG,FI :HN DG =L,FI :JAST= 0 =6 9116 N $0.OD $0.00 S0810 639 -016 1.00 EA 1(CONTINUED) I (CONTINUED) F1:JATY =K2,F 1:JAWS =Z,F 1: JASW= 49,F1: JASI = SV,VERSION= 1.17.0,STORESTA TE= FL,STORENUMBER 6322, DATECREATEO =OCT012009,VERSION= 1.17.0,MQ SENT= DQ,ENTITY= IEM!!EI! 1 BASE 1 BMTY 1 JAMB 1 HGFN N $0.00 $0-00 S081 i 639 -016 1.00 EA NA / BMTY 1 °ATT TO {#1)•PVC WM 180 BRICKMOULD ADD: N $0.00 $0.00 S0812 639 -016 1.00 EA NA /JAMB / 'ATT TO { #11'6 9116' PVC JAMB ADD: N $0.00 $0.00 S0813 639 -016 1.00 EA NA/ HGFN 1 'ATT TO { #11`BRIGHT CHROME (US -26) HINGES ADD: N $0.00_ $0.00 VENDOR - SPECIAL INSTRUCTIONS: L17.0:: REPLACES PO 22541863 FOR CORRECTION TO SHIP TO MERCHANDISE TOTAL: 7.70 DELIVERY INFORMATION: 'DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #102 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL WO MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: RODRIGUEZ • �_ -INSTALLER DWYER_ Page 4 of 7 No. 6322 - 144707 Customer Copy Paw: 4'x' 7 • • • • •; E1 • Q: `6 ' 3 22 - 144707 • • • • •••. • • 0 • • • • • • • • • • ••• • • • • • ••• •j • • • INSTALLATION-#1 REF /I 102 "`.CONTINUED ON NEXT •-•! 0 Co 0 0 co 0 Crl •v 0 H CO z nn W r 17 ro 0 0 01 SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: RODRIGUEZ "" 144707 Page 5 of 7 No. 6322- 144707 Customer Copy 0 0 0 0 0 LO 0 -o 0 0 m . r ESTIMATED INSTALL BEGIN DATE: 10101/2009 2 2009 MERCHANDISE TO BE INSTALLED: BEF. # : == - = :SKU = __ -__ _: Es Et _ = -= DESCEi1PTION - -_ - -- R04 155 -400 3.00 EA 1X6-8 PT APPEAR WEATHERSHIELD R05 565 -498 21.00 IF BASE WM713 PFJ 9116X3.1!4 S0101 639-016 0.00 EA <> 38 114' X 81 314' - 0, R.O. • .,c ,,.; 1 S0103 639 -016 0.00 EA (CONTINUED) • • • • 4100 • .0. 00 • S0104 639 -016 0.00 EA (CONTINUED) 50105 639-016 0.00 EA (CONTINUED) S0106 639 -016 0.00 EA (CONTINUED) S0107 639 -016 0.00 EA (CONTINUED) S0108 639 -016 0.00 EA (CONTINUED) S0109 639 -016 0.00 EA (CONTINUED) 50110 639 -016 0.00 EA (CONTINUED) S0111 639 -016 0.00 EA BMTY S0112 639 -016 0.00 EA JAMB S0113 639.016 0.00 EA HGFN S0801 639 -016 1.00 EA <> 38 114' X 81 314' - D, R.O. S0802 639 -016 1.00 EA (CONTINUED) S0803 639 -016 1.00 EA (CONTINUED) S0804 639 -016 1.00 EA (CONTINUED) S0805 639 -016 1.00 EA (CONTINUED) S0806 639 -016 1.00 EA (CONTINUED) S0807 639 -016 1.00 EA (CONTINUED) S0808 639 -016 1.00 EA (CONTINUED) S0809 639 -016 1.00 EA (CONTINUED) S0810 639-016 1.00 EA (CONTINUED) S0811 639-016 1.00 EA BMTY 1 _ "' CONTINUED ON NEXT PAGE " • SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: RODRIGUEZ "" 144707 Page 5 of 7 No. 6322- 144707 Customer Copy 0 0 0 0 0 LO 0 -o 0 0 m - - — = — — = R EF #IO2 . • • ' • ' • .= S0812 639.016 1.00 EA ' ,' .IAMB :•• 0-:-4 •• S0813 639416 1.00 EA . • HGFN BASIC INSTALLATION LABOR: 140 -762 IPREHUNG DOOR (UP TO 38' X 801 1.00 ; : :EA :N: • • $1.00 • ••• $297.00 r OPTIONAL LABOR•SELECTED INCLUDES: '� OPTION : -:.: __ ° -_ =_ _ : - =< °__ _ _ - :__ • _ __ _ .:=_ : _ _ DESCRIETtON ` -- =__ =.- _= :_ __ =___ - - -- `; - - - -- - T -PRICE EAGR= oE)(TENSIOa 38 ...BORING CHARGE FOR ADDITIONAL IOCKSETSIDEADBOLTS ADDED TO - 2.00 EA N S40.00 $80.00 INSTALLATIONIS(TE NAME= IRODRIGUEZ, VIVIAN & IVAN INSTALL LABOR CHARGE: $377.00 ADDRESS: 390 NE 102ST. TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: INSTALL-TOTAL DUE: 0.00 $327.00 COUNTY: DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N PHONE: (305) 756 -1280 ALTERNATE PHONE: (305) 375-5362 INSTALLER SPECIAL INSTRUCTIONS: CUSTOMER ORDERED DOOR UNIT WITHOUT BORES DUE TO LOCKSET HE HAS, THERE IS LABOR TO BORE HOLES IN DOOR...ALSO CUSTOMER IS TAKING DOWN BARS BASIC INSTALLATION LABOR INCLUDES: ...DELIVERY BY INSTALLER OF ALL.JOB- FRELATED MATERIALS WITHIN UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: ...INSTALL DOORS OVER 96' IN HEIGHT OR 144' IN WIDTH SPECIAL NOTES: '"HOW THE PROCESS OF PURCHASING AN INSTALLATION WORKS: ' -- - = -END OF INSTALL Ai1=== = - - - -- SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Narne: RODRIGUEZ :P 6bf tie 6B 144707 • • • • • • • • • • • • • • • ••• • NSTALLATiON- #2_- - REF 0 107 ESTIMATED INSTALL BEGIN DATE: 10101/2009 ESTIMATED INSTALL END DATE: 10/31/2009 Page 6 of 7 No. 6322- 144707 Customer Copy 0 0 "v 0 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES ORDER TOTAL SALES TAX $974.71 $0.00 TOTAL $974.71 BALANCE DUE $0.00 - _____ _ -= END 4W o. 6 �- 144707 =_ _ = - _ - � - i T O ; - = = -_ = =--� _:T -. • . • ••: • .• REF 11107 • ::: • • • : : • : -- _ _ _,_ _ — - - =- BASIC INSTALLATION LABOR: • • • : • • •" '•• • =- - -- = - -= DESCRIPTtOi�I= ` - � -_ :_ -_` __ - -- -- :, ° -- _ -: __ _ = - QTY- _. - : -UM _ -- TAX =PRI EA _ - EXTENSION -S KU .: 114 -442 ... .:: :..:- : : _ :.:: - :_.:,, - : - - - - - -.:: BUILDING MATERIALS PERMIT FEE/ 1.00 E1 N.. ... 40.01 50.01 1 . _ I w iann eri errc � rc • • r . ... _ _ -= - QTY - 1»3 : ' i - P i CIE:F CN - = ' = EX:T ENSION ____ _ _ — _- _ - = -= L_ = DESCReIcH4 =..= __ _ __: _ __ __' _ - -__ - -.: _ __ - _- 5 PERMIT FEE - QUANTITY X $1.00 300.00 • • ' E A N $1.00 $300.00 INSTALLAtIO.N-SITk NAME 'RODRIGUEZ, VIVIAN & IVAN INSTALL LABOR CHARGE: $300.01 ADDRESS: 390 NE 102ST. TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N _.` ,-- `' INSTALL TOTAL DUE: 5300.01 PHONE: (305) 756 -1280 ALTERNATE PHONE: (305) 375 -5362 All FEES ASSOCIATED WITH OBTAINING THE PERMIT (LE., BASIC INSTALLATION LABOR INCLUDES: CUSTOMER IS RESPONSIBLE FOR THE PAYMENT OF THE PERMIT. SPECIAL NOTES: =_ ! END:OFI INSTALL N SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: RODRIGUEZ :74e 7:of t,: Na: 622- 144707 .•. • ••• • • • • ... Page 7 of 7 No. 6322- 144707 Customer Copy 0 0 o m OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 36 I 80 20.00 4 48.1 1 -52.4 08- 1015.05 66.7 1 -70.0 LSMI REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. 36" X 80" REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. • • e eeee ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO,CONCf,2ETE • • • • • WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURERS PRODUCT APPROVAL DOCUMENTS. • • • • ••.••• •••••• • •• • •••••• • • - •••• • • SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES •' ;" : • •. • • •: DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES • • • • • "••• • • • ••••• • ••••• MEAN ROOF HEIGHT = 21 FT 8 IN • •' • • • • • ••• • • • •••••• • • • •••••• • • • • •.•••• • ••••• •.••o • • • .••••• • • •..••• RODRIGUEZ RESIDENCE 390 N.E. 102ND STREET , FLORIDA DOOR REPLACEMENT PLAN Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) " 40 45 50 10 15 20 Tributary Area . Ft 45 50 25 30 35 25 30 35 40 0 -15 ft -50.4 +46.5 - 492 +452 +44,4 -47.6 +43.7 47.1 +43.1 -48.6 +42.7 - 462 +42.3 - 45.9 +41.9 45.5 +41.6 0 -15 ft -822 +48.5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 - 55.6 +43.1 - 54.6 53.8 +42.7 +42.3 -53.1 +41.9 52.5 +41.8 16 ft -51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 - 48.3 +44.3 -47.7 +43,7 -47.3 +43.3 -48.8 +42.9 -46.5 +42.5 -462 '+422 16 * - 63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 - 58.3 +43.7 -55.4 - 54.6 +43.3 +42.9 -53.9 +42.5 -532 +422 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +48.1 -49.5 +45.4 -48.9 +44,8 - 48.4 +44.3 -48.0 +43.9 47.7 +43.6 -47.3 +43,2 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 -55.9 +44.3 +43.9 - 552 +43.6 -54.5 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 - 50.6 +46.4 -50.0 +45.8 49.5 - +45.3 -49.1 +44.9 - 48.7 +44.5 48.4 +442 20 ft -66.1 +49.4 -83.5 +48.1 -61.6 +47.1 502 +46.4 -59.0 +45.8 - 58.1 -57.2 +45,3 +44.9 -56.4 +445 -55.8 +442 22 ft -54.6 +50.4 -53.3 +49.' -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 49,7 ` +45.4 49.4 +45.1 22 ft -67.4 +50.4 -64.8 +49.0 52.9 +48.1 -61.4 +47.4 502 +46.8 -59.2 -58.4 +46.3 +45.8 -57.6 +45.4 -58.9 +45.1 24 ft 55.6 +51.3 -54.3 +49.9 +49,0 52.8 +482 -52.0 +47.6 51.5 +47.1 51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft 48.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.8 +482 -61.4 +47.6 -60.3 -59.4 +47.1 +46,7 - 58.7 +46.3 -58.0 +45.9 26 ft -56.6 +522 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft -69.8 +522 -67.1 +50.8 -65.1 +49.8 -63.6 +49,1 -62.4 +48.4 -61.4 -60.4 +47.9 +47.5 59.8 +47,1 -58.9 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.8 -54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 28 ft - 70.9 +53,0 -682 +51.6 -662 +50.6 - 64.6 +49,8 -63.4 +492 - 62.3 - 61.44' +48.7 +482 -80.6 +47.8 -59.9 +47.4 30 ft - 58.3 +53.8 56.9 +52.3 55.9 +51.3 55.1 +50.6 - 54.5 +49.9 53.9 +49.4 53.5 +48.9 53.1 +48.5 52.7 +48.1 ft -72.0 +53.8 592 +52.3 57.1 +51.3 - 85.6 +50.6 -64.3 +49.9 532 - 62.3 +49.4 +48.9 .51,5 +48.5 50.7 +48.1 32 ft -59.1 +54,5 -57.7 +53.1 -56.7 +52.0 - 55.9 +51.3 54.7 -55.2 +50.6 5 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52,0 -68.5 +51.3 -652 +50.6 -64.1 -63.1 +50.1 +49.6 -82.3 +492 -61.6 +48.8 34 ft 59.9 +552 58.4 +53.7 - 57.4 +52.7 58.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 - 54.5 +49.8 54.1 +49.4 34 ft -73.9 +55.2 - 71.0 +53.7 -68.9 +52.7 57.3 +51.9 -86.0 +51.3 - 84.9 -64,0 +50.7 +502 53.1 +49.8 52.4 +49.4 36 ft 50.6 +55.9 59.1 +54,4 - 58.1 +53.3 57.3 +52.5 56.6 +51.9 56.1 +51.3 55.6 +50.8 55.1 +50.4 -54.8 +50.0 ft -74.8 +55.9 -71.9 +54.4 59.8 +53.3 -68.1 +52.5 - 66.8 +51.9 -65.7 54.7 +51.3 +50.8 - 63.9 +50.4 -63.1 +50.0 38 ft - 61.3 +56.5 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 57.3 +52.5 56.7 +51.9 -562 +51.4 -55.8 +51.0 55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 - 88.5 - 65.5 +51.9 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft 52.0 +57.1 -60.5 +55.6 - 59.4 +54.5 58.6 +53.7 -57.9 +53.0 -57.3 +52,5 - 56.8 +52.0 56.4 +51.5 58,0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 - 68.3 +53.0 - 672 - 662 +52.5 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -62.6 +57.7 -61.1 +582 - 60.0 +55.1 -592 +54.3 - 58.5 +53.6 -57.9 +53.0 - 57.4 +52.5 -57.0 +52.1 -56.6 +51.7 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53,6 -67.9 - 66.9 +53.0 +52.5 -66.0 +52.1 -652 +51.7 44 ft -632 +58.3 -61.7 +56.7 - 60.6 +55.7 59.7 +54.8 59.1 +54.1 58.5 +53.5 - 58.0 +53.0:, 57.5 +52,6 57:1 +52.2 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 59.7 +54.1 -68.5 - 67.5 +53.5 +53.0 -66.6 +52.6 55.8 +52.2 48 ft -63.8 +58.8 -62.3 +57.3 -61.2 +582 -60.3 +55.3 59.8 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 -692 - 882 +54.0 +53.5 -67.3 +53.1 56.5 +52.7 ft 44.4 +59.4 -82.8 +57.8 51.7 +58.7 50.8 +55.8 -60.1 +55.1 59.6 +54.5 59.0 +54.0 -58.6 +53.6 -582 +53.1 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 59.8 48.8 +54.5 +54.0 57.9 +53.6 47.1 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -822 +572 -61.4 +56.3 50.7 +55.8 -60.1 +55.0 59.5 +54.5 59.1 +54.0 -58.7 "'+53.6 60 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 - 70.4 -69.4 +55.0 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 +60,4 -63.9 +58.8 -62.8 +57.6 -61.9 +58.8 -612 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 52 ft -80.8 +80.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -72.2 +56.1 -71.0 -69.9 +55.4 +54.9 -69.0 +54.5 -682 +54.0 54 ft -66.0 +60.8 - 64.4 +592 -63.3 +58.1 -62.4 +57.2 41.7 +56.5 -61.0 +55.9 -60.5 +5$r4 -80.1 • -54.9• -59.6 •x54.5 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +572 -72.8 +58.5 -71.6 -70.5 +55.9 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -66.5 +61.3 - 64.9 +59.7 -63.7 +5815 •4218• +57.7 *-641 ;56.9• 7,8146 • 180 •66 254 •- • •55.3 -80.1 • +54.9 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 -71.0 +56.3 +55.8 -70.1 +55.3 49.3 +54.9 ft -67.5 +622 -65 +60.6 -847/ +59.4 -63.8 • *584 • • +57.8 ;623 • 957.1 a61.s • +561 1314 +56.1 , -61.0 +55.7 60 ft -83.3 +822 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 -72.1 +57.1 +58.6 -71.1 +56.1 -70.3 +55.7 03/02/2009 - 5:01 pm troyb 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES 0 OL• B• FLT - • • • - • 8 REMARKS INIT ISSUE • • REVIS OR 07 FBE • • • • ••• F: \03 Elements110 Loading \11 Calculators 1ASCE 7 -061_FLB - ASCE 7-02 Pressure Charts (0- 60).dwg • I;WN riHtm DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF K L BENNARDO, PE PM) M OLE rJNITHO NSBNSE1NT OF ■' � � L P.E. • "ALTEgATI •DDRI S, HIa i %M S, OR OTHER VAIVIN41$TO4rTH19DOCU `- OTFE2MITTED • • • PMAUQATEL E R>RFlCATIOA. • - • EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES - FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF L18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VAUD WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. PEAK ROOF HEIGHT MEAN ROOF HEIGHT CO MIAMI -DADE MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/buildinacode 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 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI - DADE COUNTY, FLORIDA Mb IRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 DESCRIPTION Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. I APPROVAL DOCUMENT: Drawing No. S -2104, titlecr Serves Wood Edge Opaque Outswmg Jtee1 Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or, gge ...... in the materials, use, and/or manufacture of the product or process. Misuse of this NQA assn endersement of . • any product, for sales, advertising or any other purposes shall automatically terminate t1 i% l OA. Ffllttre too .... • comply with any section of this NOA shall be cause f o r t e r m i n a t i o n and r e m o v a l of I' A ' • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County' 1 & da, arsl,follewed • • by the expiration date may be displayed in advertising literature. If any portion of the b4 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 manufa turre or its • • • distributors and shall be available for inspection at the job site at the request of the Buil:Nag 1fficial.. •. •••••• This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages •• • • 1 and E -2, as well as approval document mentioned above. • • • • • The submitted documentation was reviewed by Jaime D. Gascon, P.E. • NOA No. 08- 1015.05 E : iration Date: Au ust 15 2012 /.:.--- -... pprova i a e: 1 ecem r t , Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11 /01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) 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 compliance, datecl;, ... :. 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen,.P.E • • • .••• • 2. (Submitted under NOA # 07- 0731.04) • • ' 3. Laboratory addendum letter for Test Report no. CTLA -696W, isWe y Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Rame' P!I • • (Submitted under NOA# 02- 1211.18) • .... 4. Laboratory compliance letter for Test Report no. CTLA -696W, issu&bby Cenfle Testing Laboratories, dated 11/11/2001, signed and • r • y R. ' If Patel, P.E. . (Submitted under NOA# 02- 1211.18) • • •••• I/. Jaime p. ascon, P.E. Chief, Prdduct Controlblvispon NOA No. 084015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. 11. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 ...... • • • • . ••.. 10 • . • •....• •.. .. •. ...• • • . • • •• • •••0 • • •••... • • • • ••••• • Jaime p. Gas on; P.E. Chief, Prddnct Oontrolnifsjen NOA No. 08- f0'15.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 ...•:• •.... . • 00 000 • • ...••. • ....• ...... • • • ...... • • 0000 • • c ii aa-a roar 5 L8E eon IA9! Gi O7 MO mro) ifIPD N0.tl -OPACf SDIIIIFS +85.67 v� 6'/Ba AI�F88'ACT 5�8!/FS +37 pad -97 p� am OESCffiPON MEM 1 2 3 4 DOOR STEEL FACE SHEET 24G4. 0.0201MIN.) FRAME HEAD (FINDER JOINTED PONDEROSA PINE) FRAME HINGE JAMB FIN , .4 - JO1 3, PONDEROSA PINE STEEL WOOD WOOD FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE " 4' EL// ..Lut ••• 4 111DIIIVIIIMIGa.I.:LCF-1 ..44 H1,41:11PiCtI) MIIIMMMII I. DOOR LATCH STILE 8 OUTSWING PEMKO BUMP FACE THRESHOLD • BRAD TRIM NAIL 1 WA. X 1 (FOR MULUON CAP) • COMPRESSION WEATHERSTRIP FOAM DOOR TOP RAIL LVI. ..,•; anu,,, r..ii 1143 13 000R HINGE STILE P1 1 J OINTS) PONDEROSA PINE W000 STEEL WOOD 14 #10 3/4" PFH W000 SCR 15 (FINGER NE) 16 3/16" IIN TAPOON ANCHOR / 1 1/4" 142. STEEL FOAM C�WIDEO POLYSTYRENE (1.0 / DENsim 18 NOTUSEO • Zx 2000 S 1J9. ERICK WOOD • SHIM ( HIGH pEwsrly P LAST1 02 GREATER) 21 K14KSET 4O 0 SERI OD IttifikSET A N 0 2 ESD.i T NOTSU Warnir..7.611 Li11:1-.15.63ff OUL LITE FRAMEIIIIIIMMEINNIIIIIIII MIL 2IP 24 x 2 PFH-. SCREW 44 25 / " PEN ST EE 26 PFH " r PER/AL ) STEEL STEEL 27 1 2 " M StUIMINE CAULK CR LAWRENCE 33 C SIMON IE91 GLAZING COMPOUND *, • D BY OD! 1 STEEL '" • ' TRW NAIL. 16GA. x 3 4 FOR 3 8' QUARTER. ROUND. 3 I 1 3/8 QUARTER ROUND SIDEUTE STDP WOOD CORN .4; :±2 .±.: ,MR 4.7 •.• - 34 SCHLA,SET ' F5 MI 35 SCIIII411111111111Q 0500 NOT SHOWN Firi .IL:Iji 0.020 M STEEL .1111Mil WAt. n�0 nl IMIE/A- H 32 .• LITE FRAME '''ARTECH POLYGON PPS= CI3 3: Mal IDIMET.'11=1!1.1,ahiB'e lirli KAI PRESSURE TREATED L1.1014 BAR 3.4"x 4 9 I; 81.1 4 IMPERIAL...MOM LI-1122. .../IL. ii I 1 .....41,it.!! . .14F, - 17710.71111111111111011111■11=1111111i 43 YALE DEADBOLT HERITAGE SERIES NOT SKID • SIDEUTE FRAME HEAD; SILL AND JAMBS (FINGER JOINTED " PONDEROSA PINE) Tg _ _ 48 UTE FRAME BY TRIPAIY. FOR 1/2" LO.U. 45 1/2" INSULATED TEMPERED MASS (13Y TRINITY/AMPAO 4 11 2; z.■ Kt, It 1.. - “ 4 1 ASS 48 1 INSULATED TEMPERED GLASS BY TRINITY/AMPAC) 49 LT1E FRAME SCREW 66 x 1 1/2 Loma PANHEAD (BY TRINITY) 50 gAmwo COMPOUND DOW 1199 51 410 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT 52 DOOR LATCH STRIKE PLATE 53 DOOR LATCH DEAD BOLT STRIKE PLATE • bk, • • • • • • • • •.. • : • t - • • • • • • • • - • • • • • * *** • • • • • •• • • • •:• • ••. • • 1.50" MIN. 0.25" a Mardi ( r) MAX SHIM t z n" EE DETAIL ON SHEET 5 81.25" MAX FRAME HEIGHT SEE NOTE 6 ON SHT. 4 SEE N. 2 ON SHT. 4 SEE NOTE ON SW. SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 EE DETAIL 7 ON SHEET 5 1.75" MIN. PANEL THK. 0.125" MIN. GLASS THK. MUEACIR SEE GLAZING DETAILS, SHEET 7 2 4 .75 .50 MI MIN. EDGE DIST. reN VERTICAL CROSS SECTION ■gi AT SIDEUTE SASH SEE NOTE 3 ON SHT. 4 SEE NOTE 3 ON 4 80.0" MAX 0.A. PANEL HEIGHT CONCRETE/ MASONRY ElY OTHERS PRODUCTREVE313D as min-1ft 9421 dm Fiords Bufidiqg Codo AC.. 0 S.OS 13" ay Alford Ada Divisken &adiafi Fb9da P. E. No. 91393 1835 CogunPINts Suite 11551 1155189*. Sod& 32955 ran ONLIkote of Miliettedbe • Divitdon Prepared By: ambalwar„inws 411° iv PTC, LAC Phone: 321-550-1788 Fax: 321-690-1789 PRODUCTRE ascomplyingwithihensida BWIdiusCock, Amistamel4AD Dato • • , WE'fr - 2 OF A. .BY or G.C. BV S. SWELL DROPS NO.: 5-2104 [ \ . / / / / / /// / / / / / / / / / / / / �� 1.50'L - CONCRETE/ EBBW. !MASONRY BY OTHERS 1.75' MAY \ • PANEL THK • . • • • • •• • •• : • • • : I. • • •• : • • •• �•- •• •• • • • Ak. : A IL • • • • NOT 4 1 ON TI1IS ON SHT. 4 SHEET • ••• • • • • • • • • • • • F • 0R1[0 L CROSS SE CTION • • • • •• • • A • • • • • • • • • • • • A. • • • • . .• • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • •• • . • ••• • s •: ••• • ••• • • HORIZQNT CROSS SECTION LATCH - TO BUCK SEE NOTE 1 SHT. 4 ro HORIZONTAL GROSS SECTION V.1 HINGE JAMB TO BUCK f ti QEgAIL t NOT E: IT>JN 24 N0 SHOWN THIS VIEW FORCLARITY• Ferro s At�Lin�� Florida P. L Nor 41323 1105 coormal P ada CO Reekkago. SINS FEW 6116e001 at aSsaratto Nor 250.50 ASTRAGAL THROW 6OJS (2) TOTAL; (1 EACH) O31'DWx 9.0'LG. AT TOP & eau PRODUCT REVISED as coegily vg with she amils Building Cods Acecp:ancallo ),; 0 Division Premed By: PTC, /LC Phone 321 -690 -1788 Fax 321 -890 -1789 PRODUCT PEV>SED as wmplyintswit6 We Florida Building Coc ExpfratioaDe BY ggami ado�� Division MASONRY BY °THEM .a5 2 1 1 a s Q to 1 ea CA1 • 9 -11-0 404a NTS. ww. IN: JwJ au•e10 Nos S -2104 1 a 7. a sir _L. or ax eh S. SAIFELL 6006 6 COG 0000 ®6040 COL% WIC O 0.125' MW. GLASS THK. offs 9 -11-01 sone N.T.S. Q SEE NOTE 4 ON SPIT. 4 L SEE GAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 0.75' SEE NOTE 5 ON SHL 4 SEE DETAIL 5 ON SHEET 5 • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •. .• • • • ••• ••• • • • rn HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB 1. SPACING. FOR TIEM 126 1115 110 x 1' PFH SCREWS ATTACHING THE IMPERL4L ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS FROM_ p(E TOP OOV4 8t THE BOTTOM Ile 140 2.5'. 4.0; 5.5". 13.0: ILO' & 2&0'. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLAS0 E& IS AS FOLLOWS: JOP & BOTTOM. HORIZONTAILY SIDRITE PANEL; 3.0' IN FROM EACH CORNER. ON THE SIDE VERRCNI.Y. FCR'THE SNELIJE PANELS; 3.0', 13.0: 2 &0: 39 .0' 520' & 63.0'. 3 SPACING FOR ITEIF 131.1)15 16GA x 3/4' BRAD MO NAM. ATTACHING THE QUARTER ROUND 1 THE $IDWJE AND ITEM /9 THE 16GA. X 1' BRAD TR9t NAM. ATTACMNG THE MUWON CAP TO THE MULLON BAR VERTICALLY, IS AS FOLLOWS: JOP & BOTTOM HORIZONTALLY (FOR THE 3/8' OUARTFR ROUND) 125' IN FROM SOH CORNER WITH (1) NAM. Mill-SPA44 ON THE SIBS VERTICALLY (}.0R 11OT([ 3/e' OU.4RTER ROUND & MULLION CAP); 1.25' mom EACH E4W & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN A7TAt2WG THE STRIKE PIATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD. SC2EW. WHEN ATTA2MNG THE STRIKE PLATE TO Tiff JAMB AND SIDELDE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR REM 125 THE 18 x2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 1S AS FOLLOWS: 6.0' FROM EACH VERTICA. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED AYR) THE &IDEUTE JAMB ,/,[1131 129 ENE CA U( ON THREE SIDES AND 3/8' QUARTER ROUNDS 131PAD TOT NAILS x 3/4' LONG. 7. 7714.14 ATTACHMIG THE F9A TO DE SW/1 MU fSEVTA 117•A 110 x 2' PFH SCREW. WHEN ATTACHIYD MMBrIM I SSDEIit JAMB Ar iUSE 114 110 x 1 3/4' P W000 S , A FH SCREW. 8. SPACING FOR MEN 149 Deb x 1 1t/2"P (n!M1?� is As FOLLOWS: THE HOIGE TO THE . SWINE I IIEFRAME FROM SIR TOP' Y• 3.251 18.0625. 32.8125. 47.5625' & 62.625'. SIDELDE LRTFRAMM: 10P & BOTTOM. FRON THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS gF EQUIWkENT CFWRACIER♦SITCS CAN 89 USED UPON APPROVAL Of WE AgCHITECT , .'= •0F REOORD•FOR PROJECT Of INSTALLATION. 10. (15E ITEM 151 77TE7V G•fNfi WOOD tc. no AT ••& base USE ITEM 125 MIS OISTAUJNG INTO MULLIONS. USE THEM . 6 A71EI 9IITA1&WG ORO qUASOrt SUI ATE AT SMITE SILLS • • -... • CONCRETE/ MASSY BY OTHERS MOB 1.75' UN PANEL TIM. SEE NOTE 5 ON Skit 4 SEE DETAIL 5 ON SHEET 5 O HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB ® SEE 1401E 3 ON SHT.. 4 SEE NOTE 6 ON SHE 4 L SEE OE 5 025' MAX SHIM ON SHEET 5 1.50' MA EMBED. 1 Flatda P. E. 126 41323 1533 CpganO Jule C25 Roddedge, RPM 32255 MPS Vadineabo . smalitam 110. tie 0.75' SEE GLAZING DETAILS, SHEET 7 PP.Ot31SCTP.EVISED 2a a n'.P$'h+Fi with the Ftwida DL1ding Cnd: Ac ^s22::allo •lam L'� a :: tm tease • Ir -4 EV S�:iE'cu cle Ftodut Cumuli SEE GLAZING DETAILS, SHEET 7 EXTERIOR INTERIOR rph HORIZONTAL CROSS SECTION AT SI0EL1TE TO BUCK 0N SH1: 4 SEE NOTE 6 ON SHE 4 Prepared APWIC Ph= 321-690-1788 Fiore 32I-690-7189 ORONO 5-2104 8 a 1 94 23 IX 4C 9 5. star 4 v3_ 5 SPACES 0 13.85' 74.5' MAX OA FRAME ROTH SEE OEMA4. 2 ON THIS SHT. 7025 MAX. 0A. FRAME WIDTN 9 °TYP. --6 ° D 1— --3' 1ww. Y�CiG4J \ SEE NOTE 10 \ ON SHEET 4 WEI 9 -11 -01 MB N I.S aro. an , CHIC. en S. SWELL • • • • ••• • • ••• • • • • • • • • • • ••• • • • • • i • ••: •� •i• •• •• 81.25' MA1L OA FRAME HEIGHT 45' TYP.- 3" TYP. -- TYP, --1 - 6" TYP. r r SEE DETAIL 2 ON SHEET 5 16.41' 1YP. • • • • • • • ▪ 0000 • • • • 107' MAIL 0.A FRAME WIDTH 9 TYR. 3. TYR. 1.1 II1 5.50 I 11 • .•• • •• • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • • • • • Y • •e• • • • • • • • • • ••• • • • • • • . • • • • : • •• • • •. •: • — .•• • • TYR. SEE NOTE 5 ON SHEET 4 SEE DETAIL 5 r. ON SHEET 5 A: ;i1/, 116Z 1L3 ,.NdH: 4 • • • r F71011 INTERIOR •• ••. • • • • •' • • • • •• • : ••• •• • •• • * • • • • •• • • • •• • •• • 13.41' 1W. 6 " TW. 3" TYP. 3" SEE DETAIL 4 ON SHEET 5 6' TYR 5 SPACES A t3:45 6 6 . VOW f144M 81.25' SEE DETAIL 6 MAX. ON S 5 OA 'r'/ o NEWT 5•50' 1 + 31625' 1 37.75" MAIL OA L__ FRAME WIDTH Q . • • . 4 a m SNOLE DOOR V WITHOUT FROM UVTERIOR LOCATIONS E*; s TlY0 Flm!do P. E No. 41323 1535 Copod Site C25 we waft a forodoolk. no. 2s535 3r 31" SEE DETAIL 4 ON SHEET 5 PRODUCT REVISED comp!y.ng watt 525 Honda Bulling Cc3e AcsoNtwco Wo • : 15. S Div!oloa Pawed By: Phan: 3211 4390-1788 Roc 321- 698 -1759 PRODUCT EVISEp as complyita with the Fl«fda Building Cow ss Ar mt � aac � eo0o . 04 • Division 'redact Control 0.125' LAN. 0.50 • INTERCEPT STEEL SPQR 0.125' TEAO? .25' x GLASS 0.250' AIR SPACE PRODUCP REVISED asc py i ogwNB dmFlorida Bcilduig Case nM m <. , .; ,;, - comma oa• 9 -11 -01 .a• • • •• ••• •• • ♦• • • • • • i l °� p 0.125' TEMP. t� I�IIll�6 [` GLASS ' 1.0 gifft 75' AIR SPACE LLL ..•- �!�Ili[ilf� ' G X0.125• irate '�� II!!i(� 7s' x .5a' =EFT GLASS .5o' ST& SPACER • • • • • • • ••• GLASS • • •• e C • •' • • • • • • • i• 4• • • • • • • • • • •. • • TRUJITY uTE FRAME r INSULATED TOWERED GLOSS •.. • • JUF01•LJ*5007 • • • • • • • • •• • e• • • • • • • • • • •�• • • ••• • • • • • • • • • • •• �•••• • • • IN 1/2' LUFoY Edo >e) fbko P. E. xo. 4132,1 /A16 CagawC olt.7 c26 P dabs nve wa2em of An�BeeHon :.. amm /my Plan• J21-690 -1758 Fax J11- 60-1789 MODUCT REVISED Ma Iimida 3m1NDQ Cada Acceptance No ExPiradaa Dam ml aeoPromxC°=1 hh PROMO NQ: S -2104 ma OF,$ 1.75' r.s7• - n n 121' / � %� 1.Q0' J L J L % /./ 000R BOTTOM RAIL DOOR NAfGE STO£ i 2 24CA (0.02}' STEEL 13 FINGER JOINTED PONDEROSA PINE WOOD F-- 1.645' 1 I at?L' Iw�.C?Iw. Q STEEL BOTIOM RAIL MDF x 3.0" LONG ASTRAGAL HAS TWO 0.3125' ora x 9" LONG BOLTS; 4 11 ON_ TOP. 1 ON BOTTOM - 102`1 -- O COAL. RFRWLI 6063 -Tt ALUM96 M ••• • • • • • • • 1.67' 0.53" 10 SCHLEGEL 0-10N ODS 650 • • ••• t S►R9fE AlATE 41 (OPPERML 0 Sfa) 11.875" DIA. VARIES WITH HARDWARE USED • • e • • • • • • • •• • ••• • a • • • • ).1 JitL. R9: • • • • • ••• • • • ••• • • • • • • • • • • • • ••• • •••• II • •• •• ••• 0 •• • • PONDEROSA PINE Li ®DOOR LATCH SIDE LVL 1.00` 1.11" a48" 1.74" 067' 1;3&" —{ I— 0.51.3" O 000R TTW RA11 LVL 0.87` 0.58' MA . (,. U.71) h� 7 1.11.1 ; 400' � ' 04 2' 1.oa ___ 1.71' r - 1.25' L ti 0.375' —1 I-- I O 3.I • OUARIER ROUND SIDS STQP PINE sozems ,. a MO1LION,A1P .PINE (91.25 LONG) 1 0.375" PRODUCT REVISED as omaplybIg with the Float Ittlz Code Na Dais• 4.5825" MUM FINGigi JOINTED PONDEROSA PINE 2.19' ----I I 0.75" 0.50" 1.59" 110423 No. 41323 1533 a seat aseeeo. a sa 25133 —II-- 0.125" r i, //, , •/ /i/ i 1.75'—I 2.62" qn .11 ; .,f PQLYPROP. Ln f maw —It-- 1 4.000 . -I (5") DER 4 x 4" x 0.097'1W STEEL 0.58" Lao- { 4' L «— 0 0USEEL2 SIANOARD BUMP FAG! THRESHOLD ,, EXTRUDED ALUMIMJM – BY PEMKO ,, :. ' , WITH WOOD INSERT PlePaied PiC U.0 P9,e: 321 -69O -1788 Fax 321-890-1789 0 00000 • • 0 0000 • • ****** • • • • • • • • • • • • • • OOOOOO • • • • ***** • • • 00000 • • • • •O•••O • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• OOOO • • OOOOOO •••• ••••• ••OO• • • •• •• •O••• • • • • • • • • • * • •• APPRnVED ZONING DF BLDG DPTIij SUBJECTTo STATE AND Cn,