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WINDOWSOwner's Address e t (? a Mr' t- ( /l(►Q ., Square Ft. 7d PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address Legal Description i°61 () otC Owner / Lessee / Tenant to 1 e 55 4"v Is/ �L 3rd 5 Contracting Co. GJk•Z 54, .e �h�le�+LQ Ig.. l ddress `f Yl�� Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: Zoning Mechanical NE 93 4 17 Tax Folio / . 9Aa i3 g//' 7 c 2nk9 - ./ Master Permit # v .39ir WORK DESCRIPTION R4 /4..C•P -X( 7' .,*..7 Cc? .P Building Phone 7 c — 2 7 3 7 "/ /y. - / /g' /A Sf 441.t. Qualifier �r� ✓. .ig 4LG1� SS# - Phone State #C�coaVs' i Competency #CFCO flns.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN -e St/ "7' f '%7 5' 06 Estimated Cost(value) I a. 7 r, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor 0 • er- Builder Date: '1(//Y/0!.7 t l ectrical .. 444041 KISENME CHURCH q'� g� ota6 as to Co iCr. � � +# -r,, a ` 'gt'Sl i ptT'T`` S C o mm issio n Ex 1 1991 My Commission E rAti, �. o No. CC197545 ** * * * * * * * * * * * * * * * ** 3610 1 P o FEES: PERMIT RADON C.C.F. �'� NOTARY J � � TOTA DUE � � APPROVED: Fire Other PlumbingJ) Or i Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/12/2005 Applicant: Owner: BOBE JOB ADDRESS: 140 Contractor Local Phone: Parcel # 1132060133110 NE 93 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -206 FELIX ST Signed: (Contractor or Builder) Contractor's Address: Permit Status: APPROVED Permit Expiration: 2/24/2006 Construction Value: $2,000.00 Work: INSTALLATION OF WINDOWS (HAS EXISITNG SHUTTERS) PAID RENEWAL OF EXPIRED BY: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 10 & W25FT OF LOT 9 BLK 23 LOT SIZE Fees: FEE2003 -806 FEE2003 -807 FEE2005 -11090 FEE2005 -11091 FEE2005 -11092 Description Building Permit Application Fee CCF Building Fee Notary Fee Renewal /Extension Fee Total Fees: Amount $60.00 $1.20 $60.00 $5.00 $30.00 $156.20 Total Fees: $156.20 Total Receipts: $66.20 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 responisibility for all work done by either myself, my agent, servants or employes. •• •• • • • • • • • • •• • • • • • • •••• • • • • • • • • • • • • • • • •••• • • • • •••• • • •• • • •• • • • • • • • ••• • • •• • • • • • •• • • •• • • • r l YI KAL A- C + - L • 4 ' S CE 4 r0• SPACMG. 5N•2; 1 • CPEN CELL FOAM . W . 0_1 • AT EACH WEEP SWr CLAZI::L: SFAI.LVTS AND PAOS SCE 5701. .rrPrc•I AuCHO4i L'1j8 X r' ATEP SLOT SEE ELEV. ro• SPACI?(G S -I/4" r801/ EACM,El1O wMCC w '') ; N + I" . 11 DS3 4. GLASS 31-16" N Anr:. CUSS 1 I—�Q . - �� • lit RA AVrI•IN h j FOR TS P7i 7A11H'v L+•'.• iI /4- u , 2 r-- '�.1./ VEEP SLOTS I EGRESS FRAMING OETAIL FOR SERIES -580 SINGLE HUNG WINDOW 1 BY OR 2 8Y NCOO EUGC 1 BY 0A 2 BY •CCO FJCK 1 SLZY OF 5U8 FRAME = 37" X 50 - 5 /B" SIZE OF SA:. FRA %E = 3Z -1/4 T 48 -7/18" Disc O•E (JIST 3 PT- LOCK OAR SYSTE41 ROTO 11AR9WLFC U0()IOU r MO W/ Ft.V^UC xEEPERS TYPICjk ANCHORS: A. IF INTO 2' BY W000 BUCKS 3/16 1)!A FAPPCOMS WITH 1 -3/8' um. PERETRATION INTO w000 B. IF INTO 1 BY %%COD BUCKS OR INTO 4ASONRY 3/16" CAA. TAPCOHS 1YiTH L -1/6' tat EIJBEE INTO I4ASONNY FOR SINCLE 4J01C DETAILS ANO CAPACITY SEE SHEETS 1 & 2. FOR CGT.G'ONGTT SIZES SEE SHEET 3. 1 /4 S74W HAS. rev: Gil: HJYAIOuw.Y 111.X 0 1 VWT BUCKS *457 2Y TALE of"-707 !61ST SUSTAIN IPPOSL B LOADS • TYPICAL ANCHCtiS SEE (LEV. FOR SPA<EKG — /eaOl'CTRtyq � C •tt Bee tTti+t. Aenver +'a Errol Deg -n C .< D r 13 D m TTLX / PAI.`T / DG+r'2UT'Ttori BLNAHLS t Yr-0z HLAB ► SILL AG. 7E-25 CLRC5S CHAIR F.: raSU2N 1611..ry 4 ?AR HINGE 1 T1t6eLCSS J 11.-370 SILT _ • 7E -8 SPACER 00011.3 -TS 5 fl.-1b 9 S.H. viN50V 11E&&0 44(2 -21 6 IT-23 SCRFV 410 -2• x 5,0' ,.; PH 7 YH -570 vEATHETTSTRIPPINL Sa- HrcperNE 8 Yr -f3A CHAIR SL1PORt 2C ' • 8 X L22' TENS PH 9 Y94-934 LUCK IAR 8070 HAROVAR6 10 TH -910 LOCK BAR LUlOC ROM HAROvARE 11 YH -542 3 POINT LOCI< BAR CPE..ATOR ROTO $ OLARf 12 YW -9•4 PLASM STRIKER RUM HARI3LIARE L3 YE-177 EGRESS SAME 6943 -TS 14 rH -571 NOAH TAPE BLACK v -286 NEATEN 2/TV X 188 IS Yf -E * 10 x 324" SMS TAX REOiIJ CAR PLATED S rCCL DESIGN LOAD R ?TINYG FOR THIS SIZE 08 SMALLER ANCHORS /JAXB DSB- -AN11. CLASS 1 3/1c--km. - GLASS EXT. (+) INT. ( -) EXT. (.5 1 INT. ( -5 4 57.0 57.0 630 i 65.0 5 1T 57.0 57.0 65.0 1 75.0 •• •• • • • • • • • • •• • • • • • • •••• • • • • • • • • • • • • • • • •••• • • • • •••• • • •• • • •• • • • • • • • ••• • • •• • • • • • •• • • •• • • • r l YI KAL A- C + - L • 4 ' S CE 4 r0• SPACMG. 5N•2; 1 • CPEN CELL FOAM . W . 0_1 • AT EACH WEEP SWr CLAZI::L: SFAI.LVTS AND PAOS SCE 5701. .rrPrc•I AuCHO4i L'1j8 X r' ATEP SLOT SEE ELEV. ro• SPACI?(G S -I/4" r801/ EACM,El1O wMCC w '') ; N + I" . 11 DS3 4. GLASS 31-16" N Anr:. CUSS 1 I—�Q . - �� • lit RA AVrI•IN h j FOR TS P7i 7A11H'v L+•'.• iI /4- u , 2 r-- '�.1./ VEEP SLOTS I EGRESS FRAMING OETAIL FOR SERIES -580 SINGLE HUNG WINDOW 1 BY OR 2 8Y NCOO EUGC 1 BY 0A 2 BY •CCO FJCK 1 SLZY OF 5U8 FRAME = 37" X 50 - 5 /B" SIZE OF SA:. FRA %E = 3Z -1/4 T 48 -7/18" Disc O•E (JIST 3 PT- LOCK OAR SYSTE41 ROTO 11AR9WLFC U0()IOU r MO W/ Ft.V^UC xEEPERS TYPICjk ANCHORS: A. IF INTO 2' BY W000 BUCKS 3/16 1)!A FAPPCOMS WITH 1 -3/8' um. PERETRATION INTO w000 B. IF INTO 1 BY %%COD BUCKS OR INTO 4ASONRY 3/16" CAA. TAPCOHS 1YiTH L -1/6' tat EIJBEE INTO I4ASONNY FOR SINCLE 4J01C DETAILS ANO CAPACITY SEE SHEETS 1 & 2. FOR CGT.G'ONGTT SIZES SEE SHEET 3. 1 /4 S74W HAS. rev: Gil: HJYAIOuw.Y 111.X 0 1 VWT BUCKS *457 2Y TALE of"-707 !61ST SUSTAIN IPPOSL B LOADS • TYPICAL ANCHCtiS SEE (LEV. FOR SPA<EKG — /eaOl'CTRtyq � C •tt Bee tTti+t. Aenver +'a Errol Deg -n C .< D r 13 D m •• •• • • • • • • • • •• • • • • • •••• • • • • •••• • • • • • • • • • • r • • •• •• •• • • • • • ••• • ••• • • • • • •••• • • • •• • • • • • • • •• • •• • • • • r 44,5 raak► WC - Y(:ft TOP flJL YE -g51C 6011 -T] MC Donau RAO K - 1E6 5061 -T5 Y[ - 1 52) 6053 - T5 2]44 3.062 e 'J0000 BUCKS NOT BY 'fllC. MUST SUSTAIN IOAO., IMPOSED 8 C Y L.AZING SYSTE.V 1N0 (0.ANSEF,R TNETA 1 1 EO THE FIJf,I;•INI, 'iiHIJC.IUR:.. L ITi I PART / RIQD. r 01SCR1P1UON RIRAPX ___ 1 - -- TL -169 1 FR<NE NEA0 6063 -1 TE •167 f FRArC SILL 606J -I5 GLAZING }METHOD • TE -1021 2 FAAAC JA03 —. - 6063-15 JE-lYJ 1 111£11 RAZE 6063- [XTERIOR GLAZED WITH ROLL FORIJEO ALULI GLAZING BEAU. USE .4.01::SIVE cZCO i1C i QLIP(', ?:D = CH•1EE r. 5 :55 I (OUF /., COLOR TO LIATCH I.( ASS L .4 I FINISH SI /I.0T.; Al!.. LO'XER r AtJE MO VE:JT CORNERS. ANO IIEAOS CF INSTALLATION SCAEWS AT SILL. TO BE SI t€O WITH ALU..'i UA1 COLCREO SEALANT, sc..n.rzE uORE?IEAO SSO4 OR EOUN, PADS: 5 YE 1 von 1OP RAIL 6063 6 T£ 1 VENT 101laM RAR. A0A3 -1S 7 Y[ -9PD J. VENT JAN 6063 -11 8 AS REOD Ei,AZING ICAO C CEL TORREC At,.p( 9 14 2/ VENT ROCK 1. rArrLE D•LPNCE U 04-311 AS RCOD. iliD VINYL Pvr- .SINGLE) 0 TH -510 AS RECD. OL.9 VINYL PVC (SINGLE) ONE: I /4 X 3/4 ADHESIVE CLOSE() CELL FOA14 FA. AT EACH ENO Cr FIXED 1JTG. RAIL. TYPICAL ALCYORS; 13 rN - 5091 AS RUM. P[E[ Sf3JLCGEE J67 x .23o rot SEAL (OOUnLE] 1( YH 2 VENT LAYER NIEON OR CELCOH 1 YH - 50 1 CAM LEEK t CENTCR CF '2E31 /ARAN* 13 1 :0 11 3/e' 8 FRAME .iS.TEN$LY SCP1 :`.iS Ft.AMED CRS. .4) INTO 2 BY W000 BUCKS I -3/6' 7.RIt. PENETRAAON IWO '11000 16 • B x 3/4' a Ft1CI Aw(L SCRCvl LAG PLATED CRS. 17 • 0 x r 4/ v(Rl' VENT ASSENDLT SERCVS L CAO ELATED CRS. •• •• • • • • • • • • •• • • • • • •••• • • • • •••• • • • • • • • • • • ti • • • • • • •• • • •• • • • ••• • •• • • • • • •• •• •• • • •••• • • •••• • •• • • • • • 3 1/16' r wr3NS F - 7 O -.Rom CCA,KAS l Ii' Uf N•'(, } r \. 3/4' VE EACH E 3/16' TAPCOMS f 6' rR(im CCRAERS L 19' QC. 14A5. a OS3-A.vv. GLASS CR 3/16' - ANN. CLASS 00 TENP. 41-ASS SEE ER•RT CPTIOt(AL LATCH M`NDCW CJJI BE SUPPLIED •ATM CAM LATCH AT VTC- RAxS 017 SPRING LOA ED LATCH AT S:CE R) IN 1 8Y IA000 BUCKS 4YT0 7JASO.V'RY ( /t WT. EMBED INTO CONC. OR b . ONRY eT OR 2 BY 0000 ENKA' 1S3-MM GLASS EN 3116'- ANN GLASS GR 3 /W- TEMP. GLASS SCE CHAR 1.7•0 Vp•CGV 1110TH 1 /4' SHIN _ . 1 1008 SEERS nor BY YALE 0G0074 'a•IST SUS CAM IMPOSED LOADS •' 3/16' TAPCTNS •-SEE 03NPARATIVE ANALYSIS CS•A(1T FOR SPACING 4 • INOQUCT WPM, et esta•Poise IA& 46.11r088 • 01-05 06 E • ciao ..�,_ 17•delN.rd 0 -J O S RI 8 (sheet 2of 4 0 7D r I it_ USA-ANNEALED CLASS 5J(f' -• NNEAL111 Ci.(.CS 7 /16 TEMPERED SUSS - I - WINDOW DIMS. USA-ANNEALED CLASS 5J(f' -• NNEAL111 Ci.(.CS 7 /16 TEMPERED SUSS ..0T4 Ml.6:7,1 F'' (.) . 114T r -1 rXI. irl irr. ( -) 60.0 •10.0 .. 71: . -1 I9 -1/8' 24 -1/2' 37' 53 -118' 19 26 -1/2' 37' 53 -1 /8' .6' t31 60.7 210.0 60.0 F .:i6.0 6117 )-11 : 1659 :08.8 66n (710.0 j 60.0 159.0 600 210.9 6 .'19 .36 J'6 6f!6 11 630 110.7 38 -3/8' (3) 6 0. 7 127.5 60.0 208.4 600 200.4 eG.7 90.2 63.0 150 .1 60.0 150 4 60.7 61.5 60.0 107.7 60.0 107.7 - - 60.0 75.0 60.0 75.0 ^ 19-0/8' 26 -1/2' i 37' 57)-1/8' 50 -5/6' ■5) 63. 96.4 60.0 097.9 60.0 210.0 60.7 73 -6 60.3 132.5 60.0• 196.0 51.3 57.3 60.0 90.6 60.0 124.9 - - 60.0 63.7 60.0 75.1 !9-i /8' 26 -1/2' 37' 53 -1/8' 57 ts) 60.7 83.8 60.0 171.7 60.0 210.0 60.7 66.7 60.0 114.1 60.0 168.7 -. - 60.0 80.8 60.0 118.7 - - 54.4 54.4 60.0 69.5 19-1/8' 56 -1/2' 37' 5? -t /8' 63 (5) 60.7 74.8 60.0 154.5 60-1 210.0 61.7 632 60.0 101.6 60.0 152.7 - - 60.0 74.2 60.0 105.3 - - 50.0 50.0 60.0 65.4 19-1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' (5) 60.1 60.1 60.0 133.8 60.0 175.5 - - 68.0 86.0 60.0 029.5 - - 60.0 65.1 60.0 9243 - - 449 44.9 60.0 60.0 NO. In PARENTi`-ESIS :NOIC..'E HO. Or N1CH0RS PER JA:48 SERIE . -5 O ALUMINIUM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART 8x5ED ON F1. -1170 OAT1:D 12 -18 -95 T =5r IRE - 37' X 50 -5/8" (1 7vER 1) `' lOAOS +105.0. - WI)) >• E•ES4r4 LOADS • +70.0. -70.0 PSr WATER INFUTRADON TEST . t1 PSF IESTE0 OAS - D<9 - ANNFAIFn PAST) ON F71.-1171 GATED 12 -15-95 TZST SIZE - 53 -I/8' x 74 -3/16' (1 OvER 1) 1£51 LOADS -. +90.0. -90.0 P5F DESIGN 1040S - +601. -60.0 PSF WATER INFILTRATION TEST = 1.0 PSF TESTED CUSS - 3/ IWIJ.Tc0 IMPACT RESISTANT SHUTTERS RE41UIRED •• •• • • • • • • • • •• • • • • • •••• • • • • •••• • • • •• • • f • • • •• • • • ••• • • • •• • • • • • • • •• • • • • •• •• • • •••• • • •••• • • •• • • • • • DESIGN: :.3U) CAPACITY - PSF • L MS PROEUCT IS CE51GNE6 TO COl'PLY 1.114 THE MGN YFWCLIY NURFICARE 20r4E OP 9 - E 2µl TLOiNA MOW FADE A..50 FOR WND 10A0$ AS P(R MC( 7 USU10 CORNESFONCIYC LOADS. 2. •000 BUCSCS 0Y 0rHERS. OUST RE ANCHORED PP.OPfPLY TO 1PANSFER LOADS 10 NC SSFAICWRE. 1. ANCHORS SN.LL BE AS USTfO. SPACED AS S■O%GH ON O(1XI.S_ ANC E1.49ED1+EM TO BASE NATER4AL SPKL OE BC10N0 MALL DRESSING OR STUCCO. 0 z 10 1 •C OW VOILA 19 MAX. HEAD 4. SILL Enyn W_ 1q411. :N np P'%y regieltfiCS nAPE 1415Y JAN1 ANCHORS SEE HEIGHT CTRI•/H AT tLST FOR LGRESS NINOOYYS DETAILS AND C*PAGTY SEE SHEET 4. FOR COMPONENT 51ZE5 SEE SHEET 3. MT0UOETRE915E03 at aocarly eg.M Pic nark:. SektrasColle PecePeore MO/ .06 I Ld j A drawing no. �I W96-38 sh.et 1 of 4. 0 R1 (7) - n 13 n 3 - c D 1 m 10 OR OZ 513:E33 ONLY DESIGN L:DAD CAPA.C3TY - PS7 WINDOW DEUS. 3,'18"- ANNLAL D DSB - /ANNEAL= METH HEIGHT EXT. INT. EXT. IM. 24' 36' 48' 60' 72' 2 553 370.1 53.3 2171 33.3 2961 55.3 166.2 553 220.9 553 1211 53_3 173.6 - - X 55.3 143.0 - - 24' 36' 48' 60' 72' 36' 55.3 222.1 553 1302 55.3 164.5 55.3 96_3 55.3 1388 333 77.7 55.3 1113 - - 53.3 91.7 - - 24' 36' 48' 60' 72' 48' 533 158.6 - - 553 113.9 - - SS3 92.5 - - SS3 80.8 - - 55.3 67.5 - - 24' 36' 48' 60' 72' 60' ,_ 5 .3 123.4 - - 55_3 87.1 - - 553 69.4 - - 55.3 592 - - 52.7 52.7 - - 26 37' 53 -1/8' 74' 26' 55.3 311.4 35.3 182.7 55 Mix D 55.3 147.4 553 181_0 353 993 333 127.1 - - 26-1/2' 37' 53 -1/8' 74' 38 -3/8' 1900 35.3 111.5 148.4 553 87.0 la � 118.4 333 65.0 832 - - 26-1/2' 37' 53 -1/8' 7 4' 50 -5 /8' 533 1371 - - 55 " 104.4 - - 533 80.6 - - 553 62.0 - - 26-1/2' 37' 53-1/8' 74' 63 ' 107.0 - - 80.4 - - '�I 58.3 - - 45.0 _ _ • • • • •• • • • • • T YPICAL ANCIORS I X OR 2X W000 BUCKS NOT BY YALE OCRON TYPICAL ANCHORS 3/16 "0 TAPCONS, SPACED AS PER PRODUCT APPROVAL O 6" FROM ENDS do 21' O.C. TYP. AT HEAD. SILL dl .LW8S USE (2) ANCHORS AT MIC. RAIL ENO O HEAD di SILL E_^N_ 0.LOED. INTO CONE - 1 -1 /4' 14.IN. DARED. INTO 2BY WOOD BUCK - 1 -1/4" MIN. EII8ED. THEW 1 BY W000 BUCX IMO MASONRY - 1 -1 /4' 3/16' ANNEALED GLASS -OR DSB- ANNEALED SEE C74ART © V INDOV HEIGHT 0 BASED ON FTL -1399 OF 06 -25 -96 TEST SIZE - 96 -1/2" X 61' (X0X) TEST LOADS - +83.0, -83.0 PSF DESIGN LOADS - +55.3. -55__. PSF WATER INFILTRATION TEST - 8_3 PSF I EILU GLASS - 3/16'- ANNEALED. a) •It11UIMIIIIIlllt .11111'1.111111. \11 �r• VINDOV VIDTH 1/4' TYP. GRASS OVERLAP ~ v INDOv VIDTH .pICAL Fl FVAT1ON ( XO OR OX ONLY ) - CLASS- 3/16 " - ANNEALED OR OS8 - ANNEALED SEE Cw\RT TYPICAL ANCHIIRS ALUMINUM HORIZ. SLIDING WINDOW SERIES 6800 COMPARATIVE ANALYSIS CHART BASED ON FTL -1400 OF 03 -26 -96 TEST SUE - 53 -1/8' X 38 -1/2" (X0) TEST LOADS - +105.0, -105.0 PSF DESIGN LOADS - +70.0, -70.0 PSF WATER INFILTRATION TEST - 8.3 PSF 1F31 ti./ GLASS - 058 - ANNEALED. NOTES; 1. WOOD BUOYS BY OTHERS. MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 2. ANCHOR CONOM0NS NOT DESCRIBED IN 11413 APPROVAL ARE NOT PART OF THIS PRODUCT APPROVAL 3. WINDOWS GLAZED WITH 1/4' GLASS OVERLAP ALL AROUND USING ROLL FORMED ALUWNUM GLAZING BEAD AND ADHESIVE COMPOUND WITH COLOR TO MATCH METAL FWISH. APPROVED AS COMPLYING WITH INE SOUTH FLORIDA BUILDING CODE e tf-&e 19 99 P110 BU:LDIRG COIL ....CE OFFICE ACCEPTANCE R0. . oZ ,Ertgr; DR. N.A ATVUN FAROOO F.A `• PL r�557 DEC 3 01996 APPROVED AS COMPLYING WT1I TF SOUTH f1UR10.l BUILDING C00E cc11 OAT BY •>7�! P:100UCI i IRO: 011rs ON BUILDING CODE COMPLIANCE Offl ACCEPTANCE No.9!- QK73_01 O In .r C U cr T V • Z C7 O 6 O a 9_ c 3 CILO ' Ix N Z - z� c ;c d ..0 C O CA V) N 0 0 W N 0 s 0 n -;s 01. 0I O1: 0 `110' C � ca U to _ - co L. N •• I m as O _ 70 cr O <� ? Li 4fl < = j- c0 -� draw ng no. W96 -25 sheet 1 c' 2 & PRODUCT TESTING LUX =XS ONLY DESIGN LOAD CAPACITY - PST WINDOW DIMS. VW.- ANNXLLED 1/4'- ANNEALED VIDTH FOIC�R • 24 pm 353 ' ANT. EXT. IM- 72' 05 ' 108' 147.5 55.3 217.7 3 1232 35_3 182A 353 95.4 53.3 141.0 72' 83' 108' 36 ' 333 94.6 55-3 139.7 333 79.0 333 116.7 33.3 612 55.3 90.4 72' 85' 108' 48' 333 69.6 353 89.7 553 58.1 35,3 82.8 430 45.0 53.3 66.6 72' 85' 60' 350 33.0 553 63.8 ` 46 0 46.0 33.3 59.3 Ttnt f ' 1 PAS? / mD. D»SCWIT1SON _>_it13 YE-5001 1 FRAME HEAD 6063-13 2 YE -5004 1 FRAME SILL 6063-75 3 YE -5006 1 - SILL RISER 6063 -T3 4 • YE -5002 AS REDD. FRAME JAMB -VENT 6063-T5 5 YE-5003 AS REDD. FRAME JAMB-FIXED 6063-T5 6 YE -3019 I/ VENT FIXED MNTG. RAIL 6063 -16 7 YE -5009 1/ VENT VENT TDP RAIL 6063-T5 8 YE -5008 1/ VENT VENT BOTTOM RAIL 6063 -T5 9 YE -5018 1/ VENT VENT D4TERLDCX 6063 -T6 10 1/ VENT JAM) RAIL 6063 -16 11 AS RECD. GLAZING BEAD ROLL FORMED AIARt 12 u gop1 FRAME 1. VENT ASSY. SCREV CAD PLATED SMtS V/ *8 HEAD 13 CM4 LATCH ZAMAIC PLATED OR PAINTED 14 15 16 -- - -LT_ LATCH DNST. SCREV CAD PLATED CRS - FIN SEAL PILE V/ STRIP TOP 1. BOTTp4 RAILS - - FIN SEAL PILE V/ STRIP BOTTOM RAIL - 17 - AS REDD. - AT VERTICALS 18 TH -6001 •• •• 2/ VENT ROLLER ASSY. YH -6002 L YH -6003 • • • • •• • • • • • •• • • • ••• • •• • • • • • •• • • • • • •• •• • • •••• • • •••• • • •• • • • • • AIM M111W • TYPICAL ELEVATION ( XOX ONLY ) 3/16' ANNEALED OR 1/4' ANNEALED SEE CHART Eng,: OR. �� FAR000 Ft. PE i 1 6557 DEC 3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY T PE 11 •T 1 TROL DIY:S u t BUILDING CODE LANCE OFFICE ACCEPTANCE NO or c Z 0'/ED AS COMPLYING wan 111 OUTH rLORIOA BUILDING CODE 'T 00001 1•t IROL O r:S.ON UILDING ''OOE COMPLIANCE OrTIC TANCE NO.91) —6g7 C c z 0 CPI CC < r- —. Li) >- to2�:• drowln9 no. W9 6 —25 Bill To None None Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 07/26/2006 Renewal /Extension Fee Wednesday, July 26, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -7 -06 -25694 Invoice Date: July 26, 2006 Permit Number: BP2003 -206 Fee Type Calculated Total Fees Due: Fee Amount $60.00 $60.00 , Payments Date Pay Type Check Number Amount Paid Change 07/26/2006 Credit Card $60.00 $0.00 Total Paid: $60.00 Total Due: $0.00 II ELECTRICAL TYI'F; Minimum Fee QTY. TYPE Dryer • • • Q'•'Y. : 4 'I YI -li Qdtjet;Applia4ce QTY. TYPI. Service Repair Yr Y. A/C Central 1 -3 Ton 1M Dryer Vents, Number of Fan "' ' ' ' dutiet,, wall• • Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. 7'YPF. Condensate Drain QTY. TYPE: Generator QTY. TYPE, QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons 1M Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE A/C Condensate QT\'. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • ••• • •. • PERMIT APPLICATION a . INSTRUCTIONS: Please indicate the type of wpfk being peji rmei ggantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ l c 0 Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary REVIEWED AND PREPARED BY: • •• •• • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • ❑ PROOF OF OWNERSHIP • • • (Attach) •• ••• •• • • • •• ❑ 7 DBRl4 1?�t(�V�£� • • • H1 ( /• 3e$'e{) •. • • 1 • • • ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ ( O $ a ••• SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 3 • (X .ft. = x/1000 (¢.005 /sq.ft.) (0.01 /sq.ft.) LI PERMIT APPLICATION ONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants). ❑ CONTRACTOR REGISTRATION 1 (On File) TOTAL $ \r' ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVINC(RWCIVrD YQU4 VALIDATEETgERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTKN. are limited to: Mondaf tit Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL f$ ieelz ' Fittl FRtIM bIlff AAlit DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAVAGE11CY' aJICMQN211 V HICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. • • • • • • • • • •• ••• • • • • • •• 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. TATE O ORID ,�NTY OF MIAMI DADS STATE OF FLORIDA, COUNTY OF MIAMI -DADE gnature o Notary SEAL: • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •••• • ••••••• • • Signature of Owner gn ature of Contractor / Q ualifier Fes, )l/1 d ' 80 ' Print Name J Print Name Sworn to and subscribed before me thi—s2 1 day of , Sworn to and subscribed before me this day of o Fttinda My Commission DD150048 w 1 Expires November 15, 2006 Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification V Personally known OR, Produced Identification Type of Identification Produced: ZDL B I no-gso 7s 3 � Type of Identification Produced: / PROPERTY OWNER New Construction N ame �.,,, �_- /1 S %`•V I /•��O Enclosure Address /`/0 A / E c I'd 17 1 /j ; AA 10 w ; S 4 f.L J.7138 Home Telephone (3 0 4 7 5 8 75 d W J Repair Business Telephone Y3 pSJ 3s-l- 00 a o Aia Fax (3dS) S N- 4 qr. Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of S4ructure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other L. o rE 6 `ORIDP' C1 •. • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • Master Permit No. • • SuDsidierW Pt' it No. • • •• • • • INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: • • • • • • • • • • • • 1P Step 1. •• • • • • • ••• •• Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: NO NE 43 Address Folio Number I Complete the attached permit application which must be signed,by gig prgperjy oiler and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate proces g g q: yOu ;applichti¢n. :I' rodfing wcrk will be done, a roofing application must be submit- ted along with this permit application. • • • • • • • • • Lot Block PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other A Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax NM■ay.i nInves Fl. 3Y/ City ription of Work J 8 Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work ° X 0 0 0 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone PERMIT CHANGE (✓ ) ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Qualifier Name Fax State PERMIT APPLICATION Zip Gr ∎ N ti L s Base Floor Elev. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 ((��1 no Type Insp'n �J DOW r� / a Permit No. bi C7 y `O Name Address NO v 1 S cJ� Company Phone # For Inspector: 1 pl 66 . Approved Correction Re- Insp'n Fee m+� Pa\d k o -i\gnesAt Re ((fog() ei). 60 ✓ c (06 CSC) ors MIAMI SHORES VILLAG1 ( A BUILDING DEPARTMENT 305-795-2204 Building Inspection Request J Date' 1 a Time N (A 1 ':ype Insp' n P D-60 3 J _ Name ` — CA /\ Address ' "l v 1" qS J� ES Company Permit -No. Phone # For Inspector: ( Approved Correction i\oneu6 (Th e ✓ (06. Re- Insp'n Fee N DOLU �'� 345/ r ''i MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dated 1 f . Type Insp' n 11CA 1 W 1 N crIC.,JS Permii No. P` ` � Name 150 Address 14 o e q 3 S+ Company r Phone # Inspection Date e I i/. Approved , / Correction ) 51( Re- Insp'n Fee ❑ _I vy / 5 IA) Aar S MC55 &t 1 5c,t a b