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164 NE 100 St (2)Date Job Address 1 (p L t I' - _ 1(3 (3 .SrP Tax Folio Legal Description Historically Designated: Yes �No Owner/Lessee / Tenant C„AQ �'.\ GL. N N Master Permit # " / V ► a �� Owner's Address tLp � �V � \ 00 Phone Contracting Co. ©'( /' -1 C- R- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUG MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION `L C _l n e v em\� Q1. f-\.\- Square Ft. Estimated Cost (value 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 owner and/or Co • o President PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: Zoning Building Mechanical gnature of Contractor or Owner - Builder ate Notary as to Contractor or Owner- Builder Date My Commission Expires:,..,— " - 2/e9/ 7 RADON C.C.F. 'jP NOTARY ' BOND Electrical TOTAL DUE Plumbing Engineering METRODADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Stanley Door Systems 1225 E. Maple Troy, MI 48084 Your application for Product Approval of: Series Sta - Tru - Steel Cladding Foam Filled Swing Wood Door (Deadbolt Lock) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely des abed in the plans, specifications and calculations as submitted by: Applicant, Stanley Door Systems along with Miami Testing Laboratory, Inc. test report No. MTL 16201 dated: August 22, 1994 and test report No. MTL -16065 dated April 1 5,1994 both signed and sealed by Ernest E. Mitchell, P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94 0928.03 (supersedes No.: 94- 0714.04) Expires:08/31 /98 Di • • n• , P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 11 /10/94 -1- BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET cry s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Stanley Door System DESCRIPTION OF UNIT MODEL DESIGNATION: ACCEPTANCE No.: 94- 0928.03 APPROVED EXPIRES : August 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS Impact Test PA 201 -94 Cyclic Wind Pressure Test PA 203 -94 SFBC 3603.2 -76 Dade County Approval # 94- 0928.03 Series Sta -Tru; Steel Cladding with Flush Expires: August 31, 1998 or Embossed Paneled; Foam Filled Inswing or Outswing Entrance Door (Deadbolt Lock) OVERALL SIZE: 37 3/8" wide by 81 1 /2" high 6" deep CONFIGURATION : X No. & SIZE OF PANELS: One; 35 3/4" wide by 79" high 1 11/16" thick. WEATHERSTRIPPING: Vinyl compression weatherstrip on each jamb head. An applied dual vinyl durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with three flexible flaps; one 0.4" long, one 0.48" long and one 0.60" long. One neoprene pad at bottom of hinge jamb, fabricated to fit franie. One 1 11/16" x 2" closed cell urethane foam/polyethylene jacket pad at bottom of lock jamb OR single row of vinyl flap with magnetic strip in frame head and the left (lock stile) frame jamb. Single row of vinyl flap in right (jamb stile) frame jamb. An applied dual durometer vinyl weatherstrip adapter under bottom of door panel consisting of a.rigid base with a double flexible flap toward the interior edge and a flexible bulb with a single flap at exterior edge. One neoprene pad at bottom of left frame jamb, fabricated to fit frame. One 5/8" by 1 1/2" long closed cell foam pad at bottom of right frame jamb. OPERATORS & LOCATIONS: One metallic throw bolt lock at panel lock stile, 40 1/4" from bottom, key operated on the exterior and turn knob at panel lock stile, 34 3/4" from bottom, key operated on the exterior and thumb turn kli ' the interior. One slide bolt at the top and bottom of panel lock stile mounted to door with three #7 x 1 1/2" screws and 3/8" spacer on swing out doors with two #8 x 2" screws in slide bolt strikers. Three standard 4 x 4 butt hinges located at 8 1/8 ", 39 1/8 ", and 70 1/8" from bottom of door of hinge installed on the frame jamb with eight #9 x 5/8" long flat head screws and four #9 . 2 1/4" long flat head ws (Two in top hinge, one in center and one in the bottom). Dead • . t L er or equiv ent. -2- Gil Diamond, P.E. Product Control Division Supervisor NOV 1 0 1094 Stanley Door System ACCEPTANCE No.: APPROVED EXPIRES 94- 0928.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS WEEPHOLES: None MUNTINS: None FRAME CONSTRUCTION: Header and jambs are 4 9/16" Ponderosa Pine or equivalent. METAL SKIN THICKNESS: .018" steel skin. THRESHOLD: Extruded aluminum 1 1/4" height x 6" width with thermal break. REINFORCEMENT : None -2a- NOV 1 0 1994 August 31. 1998 ADDITIONAL DESCRIPTION: Equal leg type frame. Unit tested using an aluminum threshold with thermal break in the frame sill. Strike plate secured to frame using three No. 10 by 2 1 /2 "OR two #8 x 2" installation screws. The product markings are located on the hinge side of the door at mid height OR at midspan of frame sill. INSTALLATION OF JAMB AND STRIKE PLATES: Hinge side of jamb is installed with four #8 x 3" long screws at 6 1/8", 37 1/8", 68 1/8", and 76 /8" from bottom. Lock side of jamb is installed with four #8 x 3" long screws at 2 1/4 ", 28 1/8 ", 53 1/4 ", and 79 1/4" from bottom. Slide latch strike plates installed with two #8 x 2" screws. Throw bolt strike plate installed with two #8 x 2" screws. Door latch strike plate installed with two #8 x 2" screws OR strike plate secured to frame using two No. 10 x 2 1/2" installation screws. SLAB CONSTRUCTION: Entry door 1- 11/16" thick. .018 steel skins. 1.219 width of wood on top and bottom rails and on latch stile. 2 -3/4" x 12.00" lockblock. .938 thick hinge stile. Skins fastened to stiles and rails with neoprene base contact adhesive. Slab painted with grey or white primer (thermoset waterborne acrylic). Core is polyurethane fill. Gil Diamond, P. Supervisor • Product Control Division TEST TEST LOAD DESIGN LOAD UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +80.0 PSF +53.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -105.0 PSF -70.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 6.50 PSF +43.3 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.37 CFM/FT 0.09 CFM /FT - - - - - -- FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) MTL -16201 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY MTL - 1 6201 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +69.0 PSF +53.08 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -91.0 PSF -70.00 PSF Design Pressure Rating (Positive) +43.3 PSF Design Pressure Rating (Negative) -70.0 PSF INSTALLATION: Stanley Door System ACCEPTANCE No.: 94- 0928.03 SCREWS AND METHOD OF ATTACHMENT: SILL : None HEAD : None Note: Please see note # 11. Page 3 -2b- APPROVED NOV 1 0 19g4 EXPIRES August 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JAMBS : #10 x 2 1/2" FH Wood screws at a max. of 6" from corners and 24" apart. OR # 8 x 2" FH Wood screws at a max. of 6" from corners and 24" apart. (4) #9 x 2 1/4" FH Wood screws at hinges. A copy of this approval as well as manufacturer's installation instructions shall be provid • to the permit applicant by the manufacturer or his distributors and s ilable for ins : do - at the jobsite at all time. Gil Diamond, P.E. Supervisor Product Control Division Stanley Door System ACCEPTANCE No.: 94- 0928.03 TYPICAL ELEVATION: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.3/4• TYP 4 •3/4' TYP. T 24' TYP. 24' TYP. 24' TYP. FLUID! OR EMBOSSED -2c- This approval applies to single unit applications only, as shown above. APPROVED NOV 1 0 19 9 4 EXPIRES : August 31. 1998 IJSE .B X r SCREVS son MOUNTING 0001 JAMO (1 -I/1' SECTION) 10 2' NOMINAL SS•BUCX (6) REO'D. (SUPPLIED BY OMEN. Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by this Department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. This revision supersedes Notice of Acceptance No. 94- 0714.04 date . f , 1994. it Diamond, P.E. Supervisor Product Control Division NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled, giving the manufacturer's name. Dade County Product Control Approval Number. approved elevation and date of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or cha_ge. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7 This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANS1/AA2VLA 101 -83 or for wood window unit by ANSINWWDA I.S. 2 -87 and sliding doors ANSI/NWWDA I.S. 3 -8 and swing doors ANSINWWDA I.S. 3 -83. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building_ Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. S for first and second floor installations and No. 10 for all other floors above the first and second floors. Revised 5 - 20 - 92 - ThII Diamond, \Product Control Division • Supervisor STANLEY IMPORTANT Final won and Painting Instructions CC Vaaam f l u0 1EY f MINTS la gw rr lrr sr tae rIla ae w sow sad ti " Iran r r *a NM, a Imam Mom as Mom To amain $ AD Mar in nos arm=s mamma alma . mere P A 1 N T I N O • TNL ONOIll WWI doer has • loon appal poor flew passwog • no r.wiassara • UIr. amp, o r1mit woe da dare we Mtaaalara as, al ow ms re MM. • Iiag ran tea gars pint ge woes d pat all VIM • WNW =Ma was sew Spa we ••11110•1101• 6111111/ ran MIL • TM parrs dare arras 111114111, dsaret owtrr,weewara one Irraw_ prom OD nor NWT wfdawnol C A 0 T I O N • os mot tos owe ereda Imam a WWI as IWO Ors Kamm • Osaa_smstlrrats ant damom Wawa ant r ar, Ina tat ararerwra elalwrar.arawpmum • 0a rat an ea amino sere Sear a soma tiara, w sop am MI MI awn elmu 1w mew vim Shw wsart iaswr- Here tarots srrar rap dirt aarra Aiwa O Maw propel 1 - --- -r Mlbuowtr and err boars O m t deer, atLL . boar doaoreglew soda .�..� a/ AM IMAM 1i dope of STANLEY DOOR SYSTEMS Tr r MOB Tr er.t.r war hst Na amt snots sec a, 411 r Stdy Deer Spigots Ian LIM Troy, Michigan P THE 0001111 GLAZED N ANY WAY. THR RPM Wilime soma Ns soma ae and o tau RATNOY S 1 Amt Sal rarata NOLD s VALE. som swal maa.rriaw.1 _ �,a� a oar rr rSmrame a, ar+ 1 Stanley Door Systems Troy, fir Southwest - bolus 20 Mims Rated wood Fnms Sra Antonio. Tens For me is wood, steel stud add =scary in Not QA-409 walla Mast bs used with fire rand door SWRI Reasoned No. 9203143 sad e.rdw.ra. I I IRK L86S0 '171 II4I•10 -a 81.500' STA-TRU WEATHERSTRIP: HEADER. NAT'L.: MAGNETIC W /VINYL JACKET. 82.875' SECTION B - B CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. WEATHERSTRIP. HINGE . REF. SEAL-HINGE MAT'L: EPDM FOAM W/ SELF ADHESIVE BACKING STA -TRU THRESHOLD 'SWING - IN' JAMB. HEADER 4 -9/16' MAT'L: PONDEROSA PINE OR EDUI VALENT . BRICKMOLD (OPTIONAL) HEADER: 1-1/4' X 2.0' NAT'L: PODER0SA PINE OR EDUIVALENT. WEATHER - STRIP: HEADER. STA -TRU THRESHOLD OPTIONAL 'SWING -Ot1T' STA -TRU THRESHOLD OPTIONAL 'SWING-OUT' BOTTOM SEEP NAT'L: OiAL OUROMETER VINYL. THRESHOLD NAT'L: ALUMINUM W/ THERINL BEAK. STA -TRU T1 'SUING -IN' SLAB STA-TRL 1-11 /IE .021 57 1.219 1 PERIMET (STILE! -3/4' SKINS f AND RA 1 BASE C[ CORE 1 SLAB 5: 2/8x6/1 2/8x6/1 2/10X6. 3/0X6/1 CAULK. LATEX. EXTFR I OR JOINTS AND UNDER THRESHOLD. SEAL-LATCH NAT'L.: EPOM FOAM SCR WEATFERSTAIP, (SU LATCH. REF. . SEE UCT O ACBQ T 100 SERI OR EOUIV 'A' K SE TT I 1T ST T SCREWS. WEATHERSTR1P. HI REF. SEAL -HINGE MAT'L: EPOM FON W /SELF ADHESIVE BACKING CAULK. LATEX. EXTERIOR S MO x AN MD (2 BOTTOM NAT'L.: DUAL Ott VINYL. CMJJ KI AND STAPtED. W/t4) STAPLES. DO NOT SCALE THIS OR/ REVISIONS �t1PT101 t �[s+ RELEASED t !s'1 I HINGE 4• X 4' .088' STEEL w/ OIA. STEEL PIN. (3 REO'0. T SCREWS: TO •9 X 1.0' STEEL FLA HEAD SUMS. TO JAMB: 04 89 . X 5/8' AND 19 X 2-1/4' STEEL T HEAD SCREWS. ACTUAL PRODUCT MEETS OR EXCEEDS PRODUCT NOTICE OF ACCEPTANCE THROUGH THE USE OF MATERIALS AT OR GREATER THAN THOSE TESTED. I UNIFORM STATIC AIR PREMISE- POSITIVE -80.0 •33.3 us SFBC PA 202 -94 o • UNIFORM STATIC AIR Fin cTIVE 103.0 -70.0 . 202-94 r ; 1. � E57 //E 3 IL50 •43.3 PRODUCT TUT OEM APPROVAL TQT LOAD LOAD ND. POP DADE COUNTY STAN -EY 000R SYSTEMS 02V341:w O• TME swam er Norma TRW. MtONISMN PRODUCT E NG I NE ER I NG PACs MANS STA -TRU: PM ENTRY 00Ot W/O-BOLT t SURFACE SILTS 111103im A8!•Y t IMSTMLATIOI IIQTRLTIOIS OF PM IJI1T. MAwI AL AS MCITED 068 �II 17 C�" .. sa a r .. a CROW 1PAD No. 7 -7- litY OA 05987 AEU P. LATCH . CH EPOM FOAM SRI —CALLK. LATEX. EXTERIOR JOINTS MO UNDER 1191E9ELD. ;HOLD WEATHMERSTRIP: LATCH 0008: O(. XINS. OF WOOD ON 1.640 THICK. RAIL). 00' L.00(9.130(. ED TO STILES TH NEOPRENE AOHESIVE. 'URETHANE FILLED. ?9.75' X 79.00' 31.75' X 79.00' 13.75' X 79.00' 35.75' X 79.00'. (8 O BY OTHER) E COUNTY APPROVAL I AL MOUNT DG 114STR- NLAGE TFf4O1 i 3/4• BAOCSET ROW OR EOUIVALDIT. PLATES w /18 X 2-1/2' E BOLT 1T� ) t7 TOM RAIL. TRUER WITH X 2 -1/2' - EEP X ED .JAMB. LATCH (SEE HEADER) 1 5.500 34.750 2.250 28.000 211.000 .2SE t STA-TRU WEATHERSTRIP: LATCH. NAT'L.: MAGNETIC W/VINYL JACKET. SEAL -LATCH 2/6 - 35.500 2/8 • 37.500 2/10 - 39.500 3/0 - 41.500 • 4 . . 'T � ' . 1 : : — • • 1 2/6 - 31.500 2/8 - 33.500 2/10 - 35.500 3/0 - 37.500 SECTION . A - A FRAME I.D. LABEL ON HEADER. B —► ENB05SED / \ 6' " 15/1 B � TIP WEAR WEATHTHERR STRIP: H1NGE. MAT'L.: VINYL COMPRESSION. I O040LD JAMB. HINGE (SEE HEADER) WEATHERSTRIP: HINGE SEAL -HINGE 2.000 2.000 ODOR I.D. EDGOF DOOR. 2.000 2.000 NOTE : ALL EXTERIOR JOINTS TO BE CAULKED. )G TDLERANGS ON FRACTIONS A 1/64.0ECIMIALS 8.015.ANGLES :1'.L LESS OTHERWISE SPECIFIED. Bewhil _ � IARr 4PA �Id1wT � O1 D OR •TE600011■aAllm • A Wit )RE POI o �i�i P owe Imo Nam Imam= bre Nome Ammo lr hr� RAMO EIp l KO• .rt��M .Mr �� MN. NO 6E101 VY>a Su6kF Door Syria= .IAh��� Trey. MkYlEas p E. s Iru R . 30 Mom. V. EIS. I1 a Sr Aerie. T..r P• r . wend owl ad rA SMVT NO QA-401I ..Se. Mme V veil .MIA ON ,..d Rev P. SIVRI Weems Ms ALOUD NO Oedema I 10 1 LIDO L86S0 0. o11MIm STA -TRU THRESHOLD 'SWING-NE ,,. STA -TRU K7i WEATHERSTRIP: HEADER NAT'L.: MAGNETIC 11/916 JACKET. JAM. HEARER A-9 /IS' NAT'L: PCNDERCEIA PINE OR EOUI VALD(T. O/T. SI.S00' 62.975' MIOp0.0 (OPTIONAL) I(AOER: I-I/4' 1 2.0' NAT'L: PIIWERO0A P11E OR EOIIVALENT. SECTION B - B CAULK. LATEX. EXTERIOR JOINTS NC LFW TNAE9MOl0. IIEATIERSTR1P. HINGE REF. SEAL -MINCE MAT'L: EPOM FOAM Y/ SELF ADHESIVE BACKING NEATIER -STRIP HEADER CA LK.LATEX. EXTERIOR JOINTS AM UmR THRE9Q0. SEAL-LATCH MAT'L..: EJOM FOAM STA -TRU 0-T IONL 'FOR CAR CC NTT APPROVAL SEE SPECIAL IIQNT11G 1445111- LJCT 1 O'B' . RA06t1T - SOE.AG6 loo SERIES. T . TiiO OR EQUIVALENT. 1110 -404-AGE •A' SERIES 2-3/4' 6AOtsT 1/2' LATCH TENON OR EDUIJ:NT VA. THRESHOL IIalT STRIKE PLATES Y /.6 X 2-1/2• 'SWIM -OUT' SCREWS. STA -TRU THRESHOLD OPTIONAL 'SWING OUT' S OTTOR SM N AT'L: �. oummenot VINYL. THIMELO M NAT'L: UNIMN Y/ 0400 IL PEAK. SEAL -HINGE NAT'L: (POD FOAM Y /SELF ADHESIVE SACKING _HULK. LATEX. EXTERIOR JOINTS E AND D 61ATIERSTRIP. LATCH REF. ,--SEAL-LATCH MAT'L.: EPOH FOAM STA -TRU THRESHOLD 'swim- !Pr 9{ SLID [(LT `1861. REWI ) MUM 11)TM (3 .7 X 1-1/2 INTO AM BOTT01 RAIL. STRIKER WITH (2 .8 X 2.1/7 BRI CALLK.LATE.. EXTERIOR JOINTS AND LICER THRESHOLD. 1ATIERSTRIP. 61106 MS. 3.500 31.750 JAM. LATCH (SEE HEADER) 61474 STR)6: LATCH 9LA9 - ENTTT 0001: STA -TRU: I-11/16' THICK. 021 5TEEL. SKINS. 1.219 41016 OF W000 01 PERIMETER K 1.640 TRICK. (5TILES NO RAIL). 2.3/4' K 12.00' LOOOLOOK. SKIM FASTENED TO STILES NO RAILS 11TH NEOPRENE 2.250 BASE CONTACT 4955)95. COE IS POLYURETHANE FILLED. !LAS SIZES: 2/169/6 29.75. 0 79.00' ?5.000 2/618/6 • 31.75• X 79.00' 3/1018/9 - 13.75' X 79.00 3/056/6 • 15.75' X 79.00'. SOEN. IOJJT 11G NEATMETSTPIP. (S. .IE0 OTHER) O THERR) LATCH. REF ' 2 25.000 STA -TRU WEATHERSTRIP: LATCH. NAT'L.: MAGNETIC Y /VINTL JACKET. 3/8 • 35.500 2/6 - 37.500 2/10 • 39.500 3/0 • 41.500 i l V l 11 Al 2/6 36 5O0 2/9 • 33.500 2/10 • 35.500 3/0 • 37.500 SECTION A - A FRANE 1.0. LABEL OR1EADER. I I FEAR L IS/16' TYP. B STA -TRU WEATHERSTRIP: HINGE. MATT.: V)NT% COIPR15510N. r 2.000 100140 JAI!. 141106 (SEE HEADER) WEATHERSTRIP: MINCE 2.000 f I LA6EL 04 EIDGE OF 0001. 2.000 BOTTOM SWEEP NAT'L.: OWL DUOETER SEAL-LATCH ' `SEAL -141106 AND S KEW l/2 5 I/2 STAPLES. NOTE : ALL EXTERIOR .HINTS TO SE CAULKED. DO NOT SCALE THIS DRAWING T6ERNm 04 FRACTI(38 . I/EA.OLIMN.5 ..015. MLLES .1•.LF1E$ 0TQMI9E 9PECiF)(O REVISIONS HINGE A' X P .068' STEELY/ DIA. STEEL PIN. t3 REO'D. T SCREWS: 70 (12 .S X 1.0' SAIL TO LA MHEM SCREWS. (B)F9 X S/8' 14 A .9 X 2.1 /4' STEEL T HEAD SOCKS. ORBL711RIO. t on I6TtATEt • RELEASED ACTUAL PROMAT WETS OR OAS PRODUCT NOTICE OF ACCEPTANCE TAN(.D4 THE L.80 OF MATERIALS AT OR GREATER TOM Tom TESTED. 0 QQ a FOMYCT PAL UNIFORM STATIC AIR PREm11111- POSITIVE mAX PA 202.14 UNIFOM STATIC AIR PREES.90- MOTIVE .MA PA 202-21 MATER 'gISTAI CE _ 17/1231 TOT 13.0 -105.0 6.90 TOT DADE COUNTY STANLEY DOOR SYSTEMS • 1v1910. OP TO RAKw .Awr TOT. NeNPNOON PIBOOUCT 6N0 I I IEION 2 PO •53.3 - 70.0 .43.3 UAW r. P/H ENTRY OMR N /0- aT E SURFACE MLA 190)96719104 M Y.IT• AS TOTED Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /‘ T f V - J Tax Folio Legal Description Historically Designated: Yes / No Owner/Lessee / Tenant e/ #2 01 y/V �2 y�A) Master Permit # j ' ? ZS Owner's Address //VA/ L / MO ST Phone 7 5 Contracting Co. 0 (k) /v -C_ Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ,q-j,' tie; / �l O la- 56 o ' , 27`C F 6PF J Square Ft. Estimated Cost (value) 'rl' 2 O2 o ' — "" 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 owner and/or Condo President Date /, 0 FEES: PERMIT `�/ Q RADON C.C.F. t s-o Signature of Contra or or • wner I uilder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: My Commission Expires: NOTARY TOTAL DUE e / e APPROVED: Zoning Building - t M � � Electrical Mechanical Plumbing Engineering BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Contractor or Builder MIAMI SHORES VILLAGE, FLORIDA DATE / PERMIT N° 15585 Contractor's License No. LI Work to be performed under this Permit Architect Legal Lot Description. II Address of Building ( 4 . .: t ‘ s ••• CONTRACTOR OR BUILDER Subdi- vision Value of Project $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. twod Signed • BY j INSPEaTOR In consideration of the issuance to me of this permit I agree to per 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, servant or employee. BY Amt. of Permit $ AUTHORITY 195_ Application is hereby made for the approval of the detc iled statement of the plans and specifications herewith submitted for the build- ing or o het structure her i_. described This ,Tp1icatic,. is made in compliance and con•o•m ty w,th the Building Ordinance of Miami Shores Villaire, .i lor'da, and all pro Asions of the Laws cf the State of Fkrid. all o d nances of Mi .ni Shores Village and all rules and regulations of the Building Div.: A. of ' ,ram' Shoi illage r 'I a , o, ipl_ed with, whether herein specified or not. A copy of approved plans and specificati •ns must be key at building durin,, progress of tl.e wcrk. Owner': Name and Address_____. \ A 4 '\&• • C Registered Architect and /or Engineer.__ Name and address of licensed contractor. Location and legal description of lot to be built on: Lot_ _ Block Zone cubage required_ Disapproved (Signed) - -- Chairman Member Member Council Approved APPLICATION FOR BUILDING PERMIT • ate Bui Inspector MIAMI SHORES VILLAGE BUILDIN" INSPECTION DEPARTMEN' Subdivision Remarks Date PLANNING BOARD DATE Member Member Member Date Disapproved No Street Notary Public State of Florida My Commission Expires_ ,19 Street and Number where work is to be done 1 to 4. Y.- t State work to be done and purpose of building (by floors) = -.- and for no other purpose. New Building _ Remodeling__ ____ _ _. Addition_______ ._ -_ ..... __ _ Repairs_ _ - _ No. of Stories_ To be constructed of - _ . Kind of foundation Roof Covering__ _. Estimated ' , el tal cost of improvements $__. c _. .5O Amount o` Permit $__ . /-- ,Plan Cubage Distance to next nearest building__ _ _ _ _Size of Building Lot Maximum live load to be borne by each floor_ rx hereby submit all the plans and speciiications for said building. All notices with reference to the budding and its construction may be sent to The unde signed appli: ant for this building permit does hereby certify t'lat he understands and accepts his ,'bligations as an employer of 1: bor under he Florida Workmen's Compensation Act being 5: ?ction 5966, Col pled Gen al Laws of Florida P r anen. Supple cent, and h.ts complied w :th the prov• :ions thereof, and will require similar comp iance from all contractors or sub - contractors emplo••ed by him in the work to be performed under this permit; and < ill post or cause to be posted for inspection on the site of the work su.:h public: noti •e or )•otices as are require d by the Act. The und. r ignr•d agrees to employ only such abconir. ctors, on ycgrk to be tyorpp d . der this permit as are licensed by Miami Shores ViF:■ge. .614/ n /J STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths ,..nd take acknowledgments, personally ap- peared to me well known, and who, being by me first dP worn, upon oath deposes and says that he is the of th abov. described hc' has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tree. Permit No.____P . 4.7 4..__. __ Date__..__i Read, Sworn to and Subscribed before me. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application Iftt,r approval h•is been obtained from the Planr:ng Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspe :•t'on or fa ity materials and /or workmanship.