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WINDOWSType Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date )q /d Time �` �..� AL A..4 Permit No. T; P 0 " 1S? oL Name Address 1 Company Phone # 3 For Inspector: / b [ y )Dok$N Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n 10/ Permit No. P - Ste' 2 • / 6 2 Name q _ - A t ddress t 14 f 91 5e. Company Phone# l 2 /l - e ® 73 02 . Nam ate For Inspector: Approved d Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request For Inspector: I Approved Correction Re- Insp'n Fee Date �� _.... Type Insp n 7 C /C Permit No. _, COQ 8� Name Address il Company Phone # 1-q/ , s [ e O2me & to ///7/6Z44' MIAMI SHORES VILLAGE BliILDING INSPEC= ?ON DEPARTMENT APPLICATION FOR' BU LDDr1 i PE! MTT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure nere;n descrioed. This application is made in compliance and conformity with the Building Ordinance of Miami Snores Village. Florida. and all provisions of the Laws. of the State of Florida. ah ordinances of Miami Snores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied wits.. whether herein specified or not. A copy of approved pians and specifications must be kept at building during progress of the work. .754-7.248 Dam APRIL 17th., 1989, Owners Name and Addres. PETTER MOILER AND PEDRO ACOSTA. 145 N.E. 94th. STREET, MIAMI SHQR65, FLORIDA/ hegiste ed Aroh tect andior Engineer Name and address of licensed contractor SECURITY WINDOWS. . SEYMOUR COTHELF. Location { 4 2 and legal description of lot to be built on: , 'j ,, Q L- /� l Lo: 1 =/ / Bio^'1 Q / c„ ba L7 iv . � 4 / ,4' 4 1� 1 / ( � # ` /I 02902-a Q� Street and Number where wor. is to be done 145 N.E. 94 STREET, MIAMI SHORES, FLORIDA. State work to be done and purpose of building Iby floors:. state exterior colors tsubmit sa-•npiesl REPLACING 5 D/H WITH 5 ATW IN EXISTING; OPENINGS: NO STRi1C3i1RAi, CHANGES. and for nc other purpose Nev: Bull ^ing Remodeling Addition Repairs __ No. of Seoriec To be constructed of Kind of foundation Roof Coveting ___925, Estimated Total cos: of improvements S Amount of Permit 8 44. Zon " 1ed Pian Cubage Distance to next mares: building Size of Building Lot Maximum live load to be borne by each floor 1 hereby suhrnit ali plans and specifications for said building. All notices with reference to the building and its construction may be sen: to The undersigned applicant for this building permit does hereby certify that he undestands and accepts his obligators as an employer of Labor under the Florida ''.oil :men'F Compensation Act. being Section 5966. Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will .ost or cause to be posted for inspection on the site of the works such public notice or notices as are required by the Act. The undersigned a vtfi. .• - p oy only s suoco. tors. on work to be perriormed under :hi: permit. as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA COUNTY OF DADE. as. Before me, the undersigned authority. a notary public, d. y authorized to administer oat and who. being by me first dui-: sworn. upon oath deposes and says that he is the - of the above described constr ; carefully ion. that he has cefully read the fforegoitig a plication. and that he did sign the same. and that all facts therein by him staved are true. Permit No. P/ ns ( Date v I /° / Read. Sworn to and Subscribed before r,e. Disapproved �� 11 - Date (Signed) My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Lace Disapproved Date ";CTE• , charge of 825.00 will be made for making corrections or changes to this application after approval has been obtained from :tic Planning Board. . * IA ,' . • • 5100 N.W. 72 AVE. MIAMI, FLORIDA 33166 acknowledgments. personally appeared Notary Public State of Florida . to me well known. PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY CITY HALL OF (OWNER TO RETAIN COPY) MIAMI: SHORES, FLORIDA a FLORIDA33138 Date FEB. 27/92 Address 145 N.E. 94 STREET .MIAMT SHOR g Folio - 2 0 Legal Description j Q t at 1 114 g //Waster Penult # �fwne; / Lessee / Tenant OWNER: PETER MOLLERS Owner's Address 145. N.E. 94 ST. MIAMI SHORES, FLA. " 33138 phone 754 -7248 SECURITY ALUMINUM Contracting Co. DOORS AND WINDOWS. Qualifier State # Architect /Engineer Bonding Company Mortgagor Square Ft. i y Date: 4'ID: /4- Notary as My Commiss * * PERMIT FEE SEYMOUR GOTHELF (CBC9454) SS# CBC 9454 Permit Type (circle one): 132:99 rye Zoning Mechanical Signature of Property Owner to Owner and /or Condo (Competency# or Condo Pres President ion Expires: BSOTARY P.JBLIC STA * *GNY CONMI�S'SSION EXP OF Y 25,1995 BONDED THRU GENERAL INS.Flitte APPROVED: Plumbing Address Address Address 754 -7248 Address 5100 N.W. 72 AVE.MIAMI, FLA 33166 Phone 591- 8990,EXT. 61 Ins. Co. BUILDING( ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION REPLACING 9 JAL WDWS WITH 9 ATW IN EXISTING OPENINGS. NO STRUCTURAL CHANGES. Estimated Cost $ 1,382.00 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 o the work stated. gnature - Date: : D.L. # G - 341 - 780 - 32 - 281 'Engineering SEYMOUR GOTHELF. 9454 ) or Uwner- Builder Notary as to Contractor or Owner - Builder My Commission Expire , TARY PUB * � * � STATE 0� FLORip� BONDED THRU GENERALUINS25Ur1r Other Electrical Location and legal description of lot to be built on: Lot g d- / Block ,7■ 1 New Building Remodeling STATE OF FLORIDA COUNTY OF DADE. } SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1 Date 1 e - 9 19 Owner's Name and Addres' .4't. ". O. �1.71., SV"G . No. 1 `'1 S �` Street 944 Registered Architect and/or Engineer th.1QLD. test • E. Name and address of licensed contractor 1"' Al C OR. AL.) V I IJ G . _t.) C-. 5 0 1R�.1 t. sc r m S Subdivision W / Street and Number where work is to be done 145 q 4 ST: State work to be done and purpose of building (by floors), state exterior colors (submit samples) .5 V11444 L C 00%, IAW 1J I P Addition To be constructed of 1 ^ Kind of foundation i'` Covering Estimated Total cost of improvements s I J �Q . Amount of Permit $ Y '�" f ( J 1 / ► Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplemen ... has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be pert ed under 's permit; and will post or cause to I s posted for inspection on the site of the work such public notice or notices as are required by the Act. The un. rsig _ agrees to employ only such subc victors, work to be per rmed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. •' l 1 Date Read. Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. ' or° c.817 "D 11/44?09 1 ) Jose/ /3 ape �v and for no other purpose. Repairs No. of Stories 2. to me well known. Notary Public, State of Florida PIPE SIZES (DIA.) FRONT RAFTER SPAN SPAN • 5' -0' 9' -0' 12' —O' 16' -0' 18' —O' 20' -0' 25' —O' 3' -O' 8 6' -0' SING. BAR 1/2' I /2' I/2' 1/2' 1/2' I/2' 1/2' 9 / -0u 25' 0 .18077. 1' I -1/4' I -1/2' 1 -1/2' I -1/2' I -1/2' I-I/2' r 3/8' 1/2' 1/2' 3/4' 3/4' 3/4' _ 3/8' 3/8' 3/8' 3/8' 3/8' 3/8' v2' - 3/8' 3/8' 3/8' 3/8' 3/6' 3/8' 16' -OR 3/2' 1/2' 3/' 3/4' I I' 1' I' 3/8' 3/8' 3/8' I/2 I/2' 1/2' I/2' 3/8' 3/8' 1 3/8' 3/8' 3/8' 3/8' 3/8' 18 '-O" , ,,,, oP 1/2' 3/4' r t' r r r r — 077 O T t 3/8' 3/8' V2' 1/2' 1/2' I/2' I/2' 3/8' 3/6' 3/6' 3/6' 3/8' 3/8' 3/8' 20' - 0" 3/r 3/4' 1' r I-I/4' I -1/4' 1 -1/4' I -1/4' 1 -1/2' I/2' 1/2' 1' r I' r .3/8' 3/8' 3/8' 3/8' 3/8' 3/6' 3/8' 25' -011 I.1 Lt I' I' I -1/4' I -1/16' 1 -1/4' 1 -1/2' I -1/2' 1/2' 1/2' 1/2' 1' I -1/4' I -1/2' I -1/2' 3/8' 3/8' 3/8' 3/8' 3/8' 3/8' 3/8' SIDE BAR SIZES TOP BOTT. VERT. I/2' i/4' 1' I' r I - 1/4' I - 1/4' 3/6' I/ 2' 1/2' 1' 1' I - 1/4' I - 1/4' 3/8' 3/8' 3/8' 3/8' 1/2' 1/2' 1/2' FLAT TRUSSES PIPE SIZES RAFTER FRONT SPAN 12' -0' 16' -0' I8' -0' 20' -0' 25' -0' COLUMNS d (INS.) 18 24 18 24 18 24 18 24 18 24 25' 0 .18077. TOP C'IORD 3/4• yr 3/4' 3/4 3/4' 3/4' r 3/4• r 314• CHORD 1? yr yr 1/2' yr yr V2' 1? 3/4' v2' PAWN.: DIA. 3/r 3/r 3/r 3/r 3/r 3/2' 3/2' 3/2' 3/r 3 /13' VERT. DU. 3/8' 3/r 3/2' 3/r 3/2' 3/2' 3/2' 3/r 3/B' 3/r TOP CHORD 3/4' 3/4' r 3/2' r r r r -v4' r BOT T. 071010 2' I/ yr 3/4' /2• 3/4• VT 3/4' yr r 3/4' 30' D OM:0NAL IAN. 3/C• 3/r 3/r 3/r 3/2' 3/2' 3/r 3/r 3/r 3/r VERT. DM- LB' 3/r 3/r 3/2' 3/8' 3/2' 3/r 3/r 3/r 3/2' 35' -0' TOP CHORD r 3/4' rv4' r 1 -v4• r -vv r 1-4/2' 1-/4' BOTT. 0OR0 3/4• yr r 3/4' r 3/r r 3/4' -/4' r 0A .2 R.. 3/E' 3/2' 3/2' 3/r 3/2' 3/8 3/r 3/r 3/r 3/8' VERT. co, 3/0' 3/2' 3/2' 3/r 3/8' 3/2' 3/r 3/2' IT 3/r 40' D' TOP CHORD 1-4/4' r 1 -v4' rv4' ■v2.1 .vr w4' ■rrvr SOOT T. [NOR) r 3/4• r 2' 1 -v4' r 1 -L'4' r ,-V2' rv4 DAGO■A. RA. 3/13• 3/r 3/2' 3/0' 3/0' 3/r 3/!' 3/8' 3/2' 3 /8• VERT. DIA. 3/8' S/2' 3/r 3/!' 3/0' 3/r 3/r 3/r 3A' Vr WITH WI. h PIPE SIZES FRONT BARS BACK BAR 4485 FRAMES COLUMNS BAR B1R TOP BOTT. TOP BOTT. 5' -0' 0' -9' 3/8' DIA. 3/8' DIA. 3/8' DIA. 303/8' DNA. 3/8' DIA. 3/8' DIA. 3/4' DIA. 1/2' DIA. 10' -0' 1' -3' 3/8' DIA. 3/8' DIA. 3/8' DIA. 503/8' DIA. 3/8' DIA. 3/5' DIA. 3/4' DIA. 1/2' DIA. 15' -0' 1'-11' 1/2' DIA. 1/2' DIA. 1/2' DIA. 1 /2' DIA. 1/2' DIA. 1/2' DIA. I' DIA. 3/4' DIA. 20' -0' 2'-6' 1/2' DIA. 1/2' DIA. 1/2' DIA. 901/2' DIA. 1/2' DIA. 1/2' DIA. r DIA. 3/4' DIA. WIDTH MID ADPORT RIDGE EDGE ATE 24QATE FRAME FRY.T FRAME COLS TOP 5 :71. PERT. h TOP 5311. YER i. 10' - O' 1/2' 3/4' 3/4' 3/ I /2' 3/6' I' -6' 3/4' 1/2' 3/6' 1' 15'-0' 1' r 3/4' 2' 1/2' 3/6' 2' - 3' I' 1/2' 3/6' 1' 20' - 0' 1' r r 1-1/4' ✓2' 1/2' 2' -9' r 1/2' 3/8' RAFTER SPAN 3' 7 0 9 A P 0 1: fr Tor R TO )Cl 27 TO E• 2F 30 SINGLE PIPE j 3/4' • P I-I/4' - - - - TRUSSED PIPE TDF 1/2' 3/4' r r r 1 -1/ 4' 83TT. 3/8' 1/2' 1/2' 3/4' 3/4' r vERT. 3: F' 3/8' 1/2' 1/2' 1/2' 1/2' WIDTH h PPE SIZES cat-) I_ Rq . -A,._5 :Or E. .Ov 5' -0' l' -0' 3C/2' 1/2' 1/2' i0' - 0' 2' -0' 5Ci /2' 1/2' 1/2' 15' -0' 3•-0• 7e'/2' 1/2' 1/2' 20' -0 4' -E' 9s; /2` 1/2' 1/2' CANT. SPAN 3'/5' 6'/9' 10'/12' 13'/16' 17'/20' TOP 1/2' DIA. 3/4' DIA. r DIA. I - 1/4' DIA. I -v2' DU. BOTTOM 1/2' DIA. 3/4' DIA. r DIA. 1 - I/ 4' DIA. 1 - 1/? DM. MIN. h I'-0' 1' -8' 3' -6' 5' -4' 7' -4' PROJ. RIBS F BAR T 3' - O' 1/2' 1/2' 6' -0' 1/2' 3/4' I0' -0' 3/4' I' APCICIR 70 EULDIC 1/16' THICK ALUMINUM TYPE I yr RA. DIAGONAL TYPCAL LACY, SCE 3/2' RA. VERTCAL AE19ER5 N MACS 10%6 IL 20' 804E SECTIONS LENGTM TO • IAA TALE OF 5'-0 SPUN (MTN A MA•AAN Or 202-0• 24 - SPANS) { 1/T MA. MAKERS TO BE ir rpm.. UL TO STR.CT4$A. BEAN OR MLA 3/4' D.. YP. 00.8..E HANX:RS co. A`L 224 CANTLE S TOP - 4 8077011 SPAN / CTE4 ALl D•0610 EEPT FOR h ARE FOR RANETER . 3/1 DIA. VL :CAL TRUSS RAFTERS TYPE 4 NOTE: ALL PIPE SIZE DIMENSIOISSAMEErRS. le E Q E o 2 BASE PLATE 2'%8'4/4' 811N 2 - 5/16' 1171 8812 I0.TS (OR EOUALI ALTERNATE COLUMN BASE FOR USE ON EXISTING SLAB BOTTOM 000 TYPICAL FoOTNC""`‘, ANO1011 TO BiLR•O TRUSS SPANS i T rc. 12 84 TOP VERT. BOTT FLAT TRUSSES FRONT BARS FRONT SPAN COLUMNS: r CC 16 :per - ; 20 � F W416 1 - V4' MA. FOR 25•-0' FRONT SPANS TOP CORD VERTCA1. BARS / DIACONAL BARS \I\ , PROJECTK)N SIDE ELEVATION z 61 b 2 DIAGONALS N DO PANELS USE Vr DIA. FRANCS Or 10'.15' • 20' WIDTHS. .....poor TO &ALONG AR FRONT B FRONT ELEVATION r 3 TME5 PROJ. ►1L 1 EDGE \\ i11AA[ _\ EDGE BAR ` _S`` At` BAR * W M \` I ur Se O VERTICAL • 8047445 FRAMES F 0'4 20 TYPICAL CONCRETE FOOTING 2' - D' DIA. 1( 3' - 0' DEEP WITR 3/4' 014.3 r-6' L011C PPE .ELDER TO PPE GOWN. h TYPE - 3 AI1110R 70 BELDNG 4N EOLIAI SPACES 6'-0' "xi 3/4' 0I4.. FRONT BAR (TYPJ TYPE 5B �EOLULL SPACES 014UL S'41 3/4' DU- FRONT BAR 1TYPJ TYPE 5A GENERAL NOTES: L HEAD OF AWNING SUPPORTED ON BUILDING. 2. ALL PINE TO BE ASA SCHEDULE 40 GALVANIZED. 3. ALL WELDS ARE 70 COMPLY WITH A.W.S. CODE. LATEST EDITION. 4. COVER WELD WITH ALUMNA,' PAINT. 5. ALL STRUCTURES ARE DESIGNED N ACCORDANCE WITH THE FOLLOWING CODES/ a. SOUTH FLORIDA BUILDNG CODE SECTIONS 2306.6. 4305.3 AND 4303.4(c). 0. SOUTHERN STANDARD BUILDING CODE SECTION 12052 (8). c. CITY OF WEST PALM BEACH ORDINANCE MODIFICATION TO SOUTHERN STANDARD BUILDING CODE SECTIONS 220L3(4)(C). 6. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MA %NUM WHOLE GALE FORCE OR INSTALLED N SUCH A MANNER THAT IT WELL RELEASE FROM TIE FRAME. WITH A WINO LOAD OF FI (15) POUNDS PER SOUARE FOOT. T. FRAMES WITHOUT CANVAS WILL CARRY 140 MILES /HOUR WINDS (EOUIV. LOAD • 50 Les /S0.F7) VERT. BAR ON 6'• 20' CANTS 140R12.13AR AT 1•DSPAN ON 6'• 20 CANT'S 1/2' O.D. BACK BAR INTO CONCRETE (USED WITH I /2' 5 2' EXPANSION SHEILD) TYPICAL ANCHOR CONNECTIONS INTO WOOD OR METAL ALL ANCHORS ARE TO BE SPACED NO GREATER THAN 5' -0' APART. SPECIAL ANCHOR SITUATIONS ARE TO BE DESIGNED BY A REGISTERED ENGINEER. 3/4' TO I -1/4' DIA. SAME AS BACK BAR BACK BAR TYPE 6 PLAN CANVAS AWNING FRAMES STANDARD FRAMES FOR A4NcNo2 AWL4IL44•Co. 114C. ANGELO J. G. TIBERY PRONNWONAL 12u1121120. Ra 7alMAST (NA cow =Am MAO. N OMA 7044 do ter .4W1 J. L-1 _ THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" ".9" ,':'1 S:•' ^RES BUILDING A ^'D ZONING UiI.E':':, SPECIFICALLY LISTED BELOW. AND COU.:1Y LAWS MUST BE COMPLIED ^ut''o.i - e.! S'gn ^cure D,te • WITH NO VARIANCES ❑ WITH NO OTHER DEVIATIONS FROM THE ORDINANCES WILL BE PERMITTED. ALL OTHER APPLICABLE STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTMENT *A BUILDING DIRECTOR PLANNING & ZONING EUA ' VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL: REMARKS: COMPLIANCE WITH THE SOUTH F! ORID :\ BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. TIME ARCHITECT, BUILDER & SUB CONTRACTORS ARE Cu ^I' ,7 " •''° '( '0',VI F»flE OF PLl gIIIL ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. d a e� re0.1T e.a =LI• 1e2 ;/4 10.0 3/4 I h • 720J ( Niu - rsio..tcrworu4. i s ok+ cLil tra i J h 31. ( $ 4-o : a cado s=- 8 t cur S s ` 4105 • SItsmibi asZQr.,i i C. E. VA i Ot•.J F2ONT ,Ara PL.-AP-4 W it CANVAS AWNING FRAMES ST ANDARD FRAMES FOR AMCt_to¢. AWI4II 1‘..1 Hc� 0 -AL ANGELO J.G.TIBERY . T v . C-1 1/I To13. St is != Q - Pn tap-a She-g<? FL 331.3g ergo icaTio,4 a' i P E. S.ZE6 •4.42.1. {t T4rsas es� •.. -2c..r -x... ¢ see. '20... �c2 i =2- co.'s - 4.o � 50 - . - 5"dit:. _fig ... ». . _ 9 /4 98. '/4 " itr , ei - — ' = . '1 - o' i'- I %z" I'4 1 / 1'4° 1�2 j/4k '/2 I K 11 -0 ' 1' -G' 2" 1 'Ac.' 7 4 ' $ . 4 / /2., K - y icy. I/4.. MP 2 :42. TRess , I /2' =Y4., 1 /.is- 1' I /2' ► 1 /4' 0.octorad 4 1:3) L 4114 1 3i 3'' 1 ` 4.. ,r„ r te . 40 1'(•ad / N 3r i J S_ _ a - 8 X19( A- N.A1. t 54-c-t o . ar 4.4 1 - off- i 1 , a al- Y � 1 c.4- 4'9" CANVAS AWNING FRAMES S1ARDARD FRAMES FOR p. 4c 14 G1_ /NW 14 L1A.Co. Hot_Ls - t 000 ANGELO J. G. TIBERY. PROMMIONAL 11,173,NraT Pm- ow, OT.t w +... a . T �. G 1 ' I 2co w 04,*,0 LOCATION SKETCH // . 9 y' r S t _. c S •TWOMAS "Jt: KeLLY c:orw. GAaLEs, PLORrDA 03■34. • ' LAND SURVEYOR TELEPHONE 444.7,92 t M SURVEY OP LOT SUBDIVISION . r9 ta.tt i?.:�'7►,.ifi.T r a ... fll�-4 Y- P' a. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK Ne. / AT PAGE No. I� ' PUBUC RECORDS OF. .? • COUNTY, FLORIDA. " • DATE: , /' 1..J`,�t'!f_,. ,¢'', 3SG 7 FOR: A C� C:� .'`�rig SCALE 1" = 2 of do /4 /•/aE "d ri ii ►11 yt 4 r'v p L .4t.v • � FC ©le/ -O4:'0 s' welt 4 /5 1t 'oo M 4 . .` 9C'. pC,)' `, SluriVe.Y NO. '� St; E T 6 7°,- 0 , / N OF': '' IE c Ls. INSURANCE RATE MAP DATED 'SEP 30. 1972 AND REVISED MARCH 18, 1 977 PUBLISHED BY THE UNITED STATES v DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT DELINEATES THE HEREIN DESCRIBED LAND TO BE SITUADED WITHIN ZONE THIS IS NOT A FLOOD HAZARD ZONE • 4 ,1.n i : 21� -11eKea Up siot: -,s 1$1_ CI%be 1Do44Slw11-L ,33/36. I e4 , ( 'j' If - a".Y:r /, / Animated Lard Ikr..yor 1 634 3/ 1.:.' f CJ V State Florida pa7t VMJO .IU$I ilAIMe tt0 MTh AN 1140083t0 tt$ W(VO I $ MJ •. iovc.7O . " . I CJ -/ W k. • 1 hereby certify that this sketch of survey of the above described properly Is true and correct to the beat of my knowledge end belief as ecentty surveyed and platted under my direction. 1 further certify that this survey meets the minimum requirements adopted by the bride Society • rolesst nal Land Surveyors an the Florida Land TI le Association. There are no encroachmen(s, except as shown. •eZ J � �� ` � O I � N 2 H ' A' Co Notes: 1. If shown, bearings are to an assumed merldIe (0T r) UR GE RC _ RA 2. If shown, elevations are referred to N.G.V. Datum J THIS IS 4 • LAND tuRyCY SCALE 1" a ZQ OtMLI►V PO.RS $ 8111. ' • I', {: • • ` ; •i ;! , •u:ii' VI Fi CONTRACTOR Name t'iIM 1 4 � ( -o,/ y i 0 e42., Address /yr N 9 v s r0 License No. 00 (11 / X Address c9 I I a : q S P cc cog.) 0 64- f 1-4 Telephone 9 9 / : G I SS .- Fax Repair Qualifier Name to L i a -y ATC.c. Alteration Interior PROPERTY OWNER Name " oe 2'Y a ' . `1J 14 l!r/n F. / V ) Address /yr N 9 v s Home Telephone 3 7 s . 7 / d 73 Business Telephone 2 3os – 9, 9- Sko Fax 3 os- 75-- 63 - 1 ' -9/9- S - 8 1 y8' TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Sho Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning I:)epartment for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: / � f S MI F ` `f Folio Number ' Description of Work Iii st r.. 3 k'1 ' A N dQ•J9 0 Lot Block a/74 / e a›atrivliAllt, . Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property -- 'rafue of Work a, / tO Bldg Value Tenant Information Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. 9 c 2 2 2 )S � /✓1 «; s'it.evor FL 33 /3c Apt. / City State Zip Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax PERMIT APPLICATION es Village: Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through 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 BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, 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. PERMIT APPLICATION ,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, 1" 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. STATE OF FLORI �c • COUNTY OF MIAMI -DADE STATE OF FLO IDA COUNTY OF MIAMI -DADE Signature of Owner Print Name wo • to and subscribed before me this SEAL: Personally known Si ature of No Public - S to of Florida OFFICIAL NO1 P ti P'6' A M BEG, t = 1�1 � ,� f n NUMB @ . � �' Q comm ssioN CC786697 i p h .a . �\Q MY COh4.. ^.IS °'OM :7' ?tft . 5 q GF FN- BR, Pro Qed =lde tification Type of Identification Produced: F X1)) f S e SEAL ureofNs:ryPt l�qR' .':,8fF1 NCELt v z . 11 ANGELA 61...r �1,� n i� 'a,. p . 1 Personally known OR, Produced Identification pe of Identification Produced: FLb I 3 .44/.403 z,... D ELECTRICAL . Q . QT} ' ' (.i.i. .i.YPE (.i.Y Minimum Fee TYPE Refrigeration, Tons Dryer A/C Central, Tons Outlet, Appliance Cooling Tower Service Repair Heating Strips, each A/C Central 1 -3 Ton Vent Hood, Cost Fan A/C Wall/Win. Tons Outlet, Wall Dryer Vents, Number of Service, Temporary Paint Booth A/C Central 4 -7 Ton Ventilation, Cost Fire Pump Air Handler, Tons Outlet, Switch Ductwork, Cost of Signs Piping, Flammable Liquid A/C Central 8 -15 Ton Periodic Inspections Fixture - Fluorescent Barbecue Oven Fire Sprinkler System Space Heater (kw) Process/Pressure Piping A/C Central 16-20 Ton Cap - Water Fixture Light Bath Fan - Vented, # Parking Lot Lights Fireplaces, Number of Spas/Hot Tubs Pressure Vessel A/C Central 20+ Ton Cap - Sewer Flood Lights Gas - Natural Plugmold/Strip Pump, Fire Stand Subfeeds, No. of Amps Temporary Toilet A/C Window Catch Basin FPL - Load Central Gas - Propane Posts Pump, Re- circulate Swim Pool, Commercial Temporary Water Closet Air Conditioners Clothes Washer Garbage Disposal Gas Piping Range/Range Top Pump, Replace - Pool Swim Pool, Residential Urinal Chiller Dental Chair Generators, etc. Grease Trap Receptacles Pump, Sprinkler Switchboards Utility - Sewer Clear Violations Discharge Well T— Heat Recovery Ice Maker Refrigerator, Comm. (p/PH) Pump, Sump Temp Serv., Construction Utility - Water Compactor Dishwasher Low -volt, Burglar Indirect Wastes Refrigerator, Domestic Relay Repair Temp for Test - 30 days Vacuum Pump Deep Freezer Disposal Low -volt, Fire Interceptor Renew - Temp Service Roof Inlet Water Closet Demolition Domestic Well Low -volt, Intercom/Teleph. Laundry Tray Repair Circuits Septic Connection Water Heater Dishwasher Drainfield, 4" Tile/Res. Low -volt, Television Lavatory Service, Number of Amps Septic Tank Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QT 1. TYPE Refrigeration, Tons QT) . . A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons 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 Cap - Water Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Cap - Sewer PLUMBING TYPE Q TYl,l, QTY. TYPE Q ' F ' YPI QTY. A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit 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 T— 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 -pi I e Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(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.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) O IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ o , $ ?D $ (. (sq.ft. = x/1000 x ¢.60) $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) $ S.o PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL m (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/13/2002 Applicant: FREDERICK Owner: JOB ADDRESS: 145 NE 94 Parcel # 1132060132920 Permit Status: Sicr Building Permit Permit Number: BP2002 -1582 NEWMAN ST Contractor WINDOWS MAN OF SOUTH FLORIDA Contractor's Address: 1561 SE 24 TH TERRACE Local Phone: Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 20 & 21 BLK 21 Fees: Description Amount FEE2002 -5111 Building Permit Application Fee $60.00 FEE2002 -5112 CCF $1.80 FEE2002 -5113 Notary Fee $5.00 FEE2002 -5127 Builder's Bond $300.00 Total Fees: $366.80 Approved Permit Expiration: 3/11/2003 Construction Value: (Corrtraor or Builder) BY: $2,100.00 Page 1 of 1 Total Fees: $366.80 Total Receipts: $0.00 Work: INSTALL 3 WINDOWS 2 SINGLE HUNGS AND 1 CASEMENT If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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. Signed: '- (INSPECTOR) BY: 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. serve, .r employes. )01 T Sales Order Acknowledgement INDUSTRIES 800,262,8019 941,460,1 800 Fax 800.477,3855 www.pgtInduatrlea.com BIII To (oust 010014 WINDOW MAN OF SOUTH FLORIDA 2612 SE 9TH STREET POMPANO BEACH FL 33052 SH701H WINGUARD SH Description SH701H WINGUARD SH WHITE FRAME GRAY GLASS 18X16 CHARCOAL PAGE 1 ORDERED: Confiauration 24 Ship To oust # 01001401 2 TOTAL AMT TOTAL TAX NET AMOUNT ALL DELIVERY DATES ARE SUBJECT TO CREDIT APPROVAL �P.O• MA RSHALL Gob # ales Order # (ship Date 10/02/02 Tape 0911DR819 WINDOW MAN OUTH FLORIDA 2612 SE 9TH STREET POMPANO BEACH FL 33062 Line L)escnplion W /GRY GG5 /16 DGK 018828 J ANN /ANN 5/16" LG D/A GRILL KIT Ext Pricq 584_44 1 584.44 .00 584.44` POT Industries Sales Order Fax WINDOW MAN OF SOUTH FLORIDA Ordered Hy: CARL Customer PO: MARSHALL David Rose DATE: 09/11/02 TIME: 09 :01 :16 PAGES: 002 INDUSTRIES )01 8111 To T ■ T Sales Order Acknowledgement 800.282.8019 041.480.1600 Fax 800.477.9855 www.pgtInduatrlea.com cult # WINDOW MAN OF SOUTH FLORIDA 2612 SE 9TH STREET 010014 POMPANO BEACH FL 33062 Line Uesc:rOlon CABANA DOOR Descri Lion CABANA DOOR HINGED RIGHT JALOUSIE GLASS PAGE 1 ORDERED: 1 Confiauxation 2668 HRO W /OBS JAL (P.o. # WHORLOW Gob # Sales Order # 018816 �Shlp Date 9/25/02 (Tape # 0911DR819 Ship To cunt # 01001401 WI OW MAN 0 SOUTH FLORIDA 2612 SE 9TH STREET POMPANO BEACH FL 33062 OUTSWING WHITE FRAME OBSCURE GLASS COMPLETE HARDWARE 18X16 CHAR SCREEN TOTAL AMT TOTAL TAX NET AMOUNT ALL DELIVERY DATES ARE SUBJECT TO CREDIT APPROVAL Ext Price 244.60 244.60 .00 244.60 1 PGT Industries Sales Order Fax WINDOW MAN OF SOUTH FLORIDA Ordered By: CARL Customer P0: WHORLOW David Rose DATE: 09/11/02 TIME: 08 :43 :00 PAGES: 002 IRO ' 5414r4W 4 r. • CWNER CAI0L ACCOUNT NO. „,. BUSNESS NAME • . ..• . • •:-.--••••••••• • LOCATON • • • - " ; -" •••• C O•:-•i.:.i..iia•.ik4ti;i.t'J.6r',•;'" -.. '-': 1.-: '''''"::••: . •: - ' 1- , .„....: .,....,....,.,..„..,,,-,---- •,•;•--17".4.:0RII :llit. .:::--,.. -,.: --. :--., •-, • — • - NO,:i.•:. ' - •:•' ....:0-:,.:t;:•.;. 'CMF flACL .t..- ' • • • .•- • • • .:•.• • -• • •• ..• r _..,.. ...--,.. - .............. ........„.... .....,...,..., .. .. — ..........„: ..-... •• „,...,.... .. „..............,.....- ..... „ . ..- .. ,.... .........-..,... .,.........:..„.... 4 ..• ; 3•:: : :,- . ..,,•PIC . :ITICE:• . 1f busippts.ngti* Ownet apply fo.o.city for.? . 7rpnater 1,..iperi0(4,..11*i$stiance-0t a;Liciane .1.. .:':t.oii10 .. eciO'.11iioericpfi:the..apiiiie4nt:io jraii0i.ffieili4itsci:4iiii0oe '....•••:''' ':'-'......:-'-'.::.•-•:..:;.": • .'... ' ' ....,----'• -"': • .•;::.•.: .:...'.:.--:..-•••••• - .' ,: --:.:-.:.:_,..':.:-: •-•.".•:••-•:•:"'.'.4 sh inOt•OO .401007iocIo rOftIji,.0 City cci 0..14c0 e:.b t.orgi 460 o be a judgement of ff■O.cifioi;;.-•;..; :K Y: •" • ,,, g s • :V744+*:21; . — 7-1.titt-g; - :4k4i ................................ ,,...,.:.•-...,,. , • • -...--...,.-..9.,. •€4 .- ........- ............... ... 7....... ..c.,... .„,L....._ ...,.....,:! • . .... -.... .. 7.. -.A ..... ... ----- ----- . tit • LidENelE.N0-.,.....-:.....„,,...t.T,.:,...471. ...........„,...... , ''.-:1.:::::::'!''...,,.-...-....::1::,91....:',::-.. Ce ititir00...01.::::. 1 C ( i .-6 :• 1 '?! . 7 . 99 : ,..•-•_•.-...,.. ,,, , :, _ •, , ' • Ng... ,,, ; , - .. .7! ..., t4E , INi 3 4:Z.:::: : :- . 7 .. ..-- , ;. : : .: • ... ... ::: : :: > .:tiii • .... ... ,.:. .. , ,... L7 DAESPUED ''- :. -.:'.1•-7 . .. , i ,. . LICE . 1' ': - ' -.:i.:6Cr.T....:-:•;•.-s.r:',.:-4 -. .. •-.......... •.••:. -.:-.: 101.:.,rE"•'---........,..........:;,••••••:,:•,...... :.:... 117)BLI;40i;;E T;CitlG:: .... .... • .::. ,.. • : :, '..:::::;:-.•:'...'" li ...,- : . -- : • . TRANS FEII FE ' - .TPTAI:. AMOUISI71 PAI 0- " - -4;':T.CiigOtE0101gR TC) PUBLIC , V1W AT BUSINBSS . ' . . . - . . . ....... - „ CONTRACTORS MUST MAW ON FLE • • CUBRENTLICENSING JND INSURANCE -7.45.713 .227e2. 7j5M.. :SSWW 3, . • ett a 0) we _ , i CENSE' Nia tt °4 8- 16 -02; 4:O9PM;I BUILDINC CQDE COMPLIANCE OFFICE (BCCO) PRODUCTCONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • ; + # 2/ 7 M1AM II-DA DECOUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAG LER STREET. SUITE Ib03 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 .FAX (305) 375 -2900 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 Appcals'(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 Haigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "C -700" Outswing Aluminum Casement Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. 339, titled "AiunninuimCasement Window", sheets I through 5, prepared, signed and sealed by Robert L. Clark, P.E., dated 3/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises NOA # 01-1108.07 and; consists of this page l'as well as approval document mentioned. above. The submitted documentation was reviewed by Rant Rodriguez. NOA No 02- 0327.04 Expiration Date: January 28, 2007 Approval' Date: May 23, 2002 Page 1 FOC4 . 5118" LAMINATED (iM FTL-2246 HS..090,1/8HSt : 4 63.000 HIGH: 1 NEGI -15.0 I POSt. 75.0 le L SUES DP1'0'74.000 WIDE 0Me6Mnyg.61*y2LeM. 5116 LAMINATED (118A..090, /8A) FTL-2246 WINDOW . WIDTH WINDOW HEIGHT . . 34.000 . ' 38.375 50.625 , 56.000 63.000 ' NEG . POS - NEG 'POS NEG POS NEG POS NEG POS 48.000 : -75.0 75.0 75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 - 75,0 53.125 -75.0 75.0 -75.0 75.0-15.0 75.0 -69.0 69,0 -63.7 ' 63.7 . 64.000 -75.0 75.0 45.0 75.0-57.2 57.2 -.52.5 52.5 -45.3 45.3 66.000 -75.0 75.0 75,0 75.0 -55.2 55:2 40.0 50.0 -42.9 42.9 ' 72.000 -75.0 75.0 -87.8 • 67.8 -49.949.9. -44.4 444 -349.8 38.8 74.003 -75.0 75.0 , -85.4 85.4 _ -48.6 48.6 . -43.3' 43.3 . -37.8 37.8 4" (SEE NOTE 4) ---4" (SEE NOTE 4) LARGE MISSILE IMPACT WINOOWS 1.) GlAl1A1C OPTIONS: 5/16 (350) LAMINATED CLASS W/ MONSAWM Wilk OR DUPONT P18 W/BUTACITE uvremAret • ii 2/8 HEAT STRENGTHENED mass, .090 INTERLAYER, 1/8" HEAT STRENGTHENED GLASS 8: 1/8" ANNEALED GLASS. :090 INTERLAYER. 1/8" ANNEALED CLASS 2.) CONFIGURATTONS: XX 3) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS EMS) ON TESTED PRESSURE AND GtA55 TABLE AWN E 1300 0. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GASS TABLE ASTM E 1300-98. 4.) ANCHORS: • MAX. 5" FROM EACH CORNER 110 SCREWS - 2 ANCHORS 4" APART, 4 MOM EACH MEETING RAIL 3/18" TAPCONS - ANCHOR, 4' FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11" MAX SPACING AT JAMBS: 11 5.) SHUtitN REQUIREMENT: NO SHUTTERS REQUIRED S.) REFERENCE TEST REPORT: P71-2248 i 38.125 74 MAX. SEE SHEET . OF 5 C0 .STOTIONS etc mArmc oPTIoN OtEVLS '35. 2 25 5" MAX: Robert L. Pork, P.E. PEI30712 Struclurat- (070 trooctoce DRIVE NOKOMLS. Ft 34275 BOX 1529' NOKOWS. k 34274 3/ 8,'02 1176/01 Re+arl 9, • Ora,» Ayr 0.9. ELEVATION 1111e, 127.3/98 soiss,nado C--700 MODIFY TABLE Reviews: ADD SHT a: rascEs ALUMINUM CASEMENT IMPACT WINDOW NTS 'XX" CONFIG. SAM: 1 .1 5 Isomer IIEVisvp ea coopMsg brilh the Reside Cod. Aotephusee 1 EzpIrsdes Out ,ar 664the Dr** . 339 .1067 Row 0 3 F (0 -4 COM F0 8116"'LAMINATED (1/BHS..090.1/8HS) SIZES UP 70 32.000 WIDE St 72.000 HIGH: 1 NEG -75.0 [ PO6I 75.0 COMPARATIVE A- MLYSIS FOR: 5118' tAM1NATED 018A..090,1 /8A) WINDOW WIDTH WINDOW HEIGHT 40.000 50.625 ' . 63.000 68.000 70.000 72000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS' 24.000' -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -76.0 75.0 28.500 45.0 75.0 -75.0 75.0 -85.9 65.9 =63.5 63.5 .62.6 62.8 -61.7 61.7 28.000 -75.0 75.0 -69.7 69.7 -58.6. 58.6 - 56.3 56.3 - 55.3 55.3 -54.2 54.2 32.000 . -75.0 75.0 -57.9 57.9 -46.4 46.4 -43.4 43.4 - 422 42.2 -41.1 41.1 72" MAX. 5" MAX. TYP. ` X N. 29.723 32 MAX. SEE SHEET 4 OF 5 r.,.. SEC110:5 & GLAZING OPTION DETAILS . . IT" MAX. ON CENTER • 5" MAX. Robert L. Cask, RE. PE #39712 : LARGE MISSILE. IMPACT .WINDOW 1.) GLA2ING OP7}(y /16' (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR Co DUPONT PM W ACITE IN LAYER. A 1/8' HEAT STRENGTHENED GLASS, .090 MERLAYER, 1/8' HEAT STRENGTHENED GLASS rn 8. 1/8' ANNEALED GLASS .090 IN7ERIAYER. 1 /8' ANNEALED GLASS p CONT1CUM477014S, X Is) .3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLE AVM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 - 4.) ANCHORS MAX 5" FROM EACH CORNER MAX. SPACING AT HEAD de SILL. 11' MAX SPACING AT .TANGS: 11' S.) SN(RTER REQUIREMENT. NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTC-2246 IND 1 070 re:AvoLOGY DRIVE NOXOMIS, FL 34273 P.O. BOX 1520 • • NOXDafQ [L i4274 Rem( 8r F.N R..rd F.N. 3/8/02 11/6/07 a sset ax oats: D.B. 2/13/98 oeertsNa4: M D TABLE Rerafons: ADD SHT & TABLES ELEVATION "X' CONFIG. PROM= 1lEV45ED n emnpt iaa *NA We Florida 9aNiaa fide Anytime . CZ' d'3L7. PI E.ptntauDaft .. isdl ALUMINUM CASEMENT IMPACT WINDOW Shia./uodee C -700 Scab: NTS '2 m 5 growing 339 ev: F 0 0 0 K -4 EitL++idniteir efi�a:7' izw- i3�Q ©l J WA* aYd: 781 PQA + al RM. COR R W.STRIP .190 x .200 OLON W IP . 190 .x =.150 OLON K2 6020 s7( 601507( •I IL•73 FirraMila Ei.fLANIINI L Em ®— 49004 710516PPA Bx 1 REW PA HO. s +. . 16 SCREW PAN Hs. PHI 6536168 62899C 6514 UOED GLAZING BEAD. 5 16 S?L1CON£ SEALER 1 [Yl ALUMAX DOW CORNING . SCHNEE— .s• - H TE POT # 1. 60228 1 69999 22 6TP248 DESCRIPTION FRAME HEAD. SILL, JAM8 FA' AIMING RAIL 2B & OTY. 4 4 0 LOCATION VENDOR INOAL UAIAX �i #di 1y i��L:=Ci[101f�ft� s7 s es- �J�Littsil R____{sI _ �. • 1 TH HARDWAR a . s 8 s +" 1411011r TRUTH HARsW' 3'175 Fidf,•�iTi� F_ ;1ll rk - Mt•umf1c. . ers) 11111111111i I:IsE/.:f:Laill 1. 10.00 10 t1M r27M=t E7LU, IM=101M1 IEDT,7DUPONT INTRLAYER NQ] s TF.AN PLASTICS 49004 899 4 0200xt 536168 SM5504 TP -248 3 -00. WEATHERSTRIP 4 • NOTE OTYS IN BRACKETS ARE FOR X CONFIGURATION TYPICAL MAIN FAAMI COR7T6 kEFIRENCE TEST REPORT: F7L -2246 Robert L Clark, P.E. PE #39712 Structural 1070 IEaiNOLOGY DRIVE NOKOM IS. ft 34275 P.O. 90x 1529 • . . • NOx0IA15. FL 34274 NO C HG THIS SHT. N CO R. sHT. No. Drawn Ra 0.8. 3%8/02 r1/6/01 Oo 2.3/98 PARTS LIST rdie: • 5.4.0'N -O-F C -700 NS .3 a 5 Drawing No. 339 PRODUCT REVISED • O it'`RtIM at Halide Diablo Cade botratiras N 1 Dade Prating Males VENDOR Tp GAS -44451 GAM -44207 ALUMINUM CASEMENT IMPACT WINDOW r:R F 63" MAX. HEIGHT 1.182 F ._ 2.000 —] t ,575 REFERENCE TEST REPORT: FTL -2246 SECTION A —A WALL THICKNESS .062 .250 MAX. SHIM SPACE .250 MAX. SHIM SPACE I THICKNESS .050 1.924 56 7/2" MAX. DAYLIGHT OPENING L1.837 1.260 74 MAX. WIDTH GLASS 1/8" HEAT STRENGTHENED GLASS 30 7/8" MAX. DAYUGHT OPENING TIP. Robert L °ark. P.E. PE 1139712 Structural 4.028 HICK SECTION 9—B I /2" GLASS 817E GLASS ,657 1/8" ANNEALED GLASS .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED GLASS NOTE: INTERLAYER IS .090 MONSANTO SAFLEX OR DUPONT W /G11TACITE GLAZING OPTIONS: 5/16" 6350) LAMINATED GLASS Re F 3/8/02 F.K. 117/06/07 o.a. 2/13/98 OwatgWn R.r:>,: NO CHO 17415 SHT. 1 1 .4 =NG OET. PRODUCT Revisor as aapyvt•itl the Dad & Wass ( a N 17.W Elphalies Dee Waco SECTIONS • & GLAZING DETAILS 2.000 awn ALUMINUM CASEMENT IMPACT WINDOW mad., Seale sAeel: D N. Rer c • I NTS . 4 or 5 • 339 F m 0 0 1J m • 3/16" TAPCON NO C'SINK REO. (NOTE 2) 1 1/4' MIN. 1 4:' NOTE: 1. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING, de STARTING POINTS, 2. USE MIAMI —DADE COUNTY APPROVED TAPCONS. • • 1 x W000 BUCK • TYP. HEAD, SILL JAMB TYP. HEAD, SILL JAMB Robert LC1ark. P.E. PE 139712 Rlrurmral 1.924 1 1 0, � �—• -1.837 --•� o m 0 SASH FRAME, IMPACT 6063 -75 ALUM. 1 0 maw FRAME — 6063r•T5 ALUM.. —.1 1.260 4--- O FRAME MEETING RAIL 6083 —T5 ALUM. • Remo it,: F.K. Re. Drawn Q.B. eater 3/8/02 11 /s /o1 Dote: 2/13/98 N O CHG THIS SHT. RMV AL T. ANCH. P.O. Brix 1329' . Se u/$.d.R I Smte: Sheet: • NOKOWS n .14274 • C - 700 NTS I •5 d 5 . r •401 0) 1 1.575 ; .062 7- 1 1 N .050 • .626 F -2I 1.096 1® GLAZING &A0, 5/16 6063 —T5 ALUM. PRODUCT REPO= M godde lkidic Code � Ox O.w A'1'Z't PI Expintike IWeF Dn•lFNon: ANCHC,I ACE & EXTRUSION PROF!! ES f 10K M 0 275 E ALUMINUM CASEMENT IMPACT WINDOW Orewiag • 339 I F co MIAMI SHORES VILLAGE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS NAME OF PROPERTY (If applicable): C O ddet.y- ADDRESS OF PROPERTY: / 'f S" /V E 1 G �� � �`e t D 5h& r �,n NAME(S) OF APPLICANT(S): �1' a "l < < � `- 6ewvs'/r+ cres'Li P.-11 (Note: If the applicant is a person other than the owner(s), evidence of that person's authority as agent other than the owner(s), evidence of that person's authority as agent must be attached to the application.) CONTACT TELEPHONE NUMBERS: 30c '75 / APPLICANT ADDRESS : (If different than property address) PRESENT USE OF PROPERTY: � e s/ 6 c�2 INDICATE CLASSIFICATION OF PROPOSED WORK: ?( MAINTENANCE OR REPAIRS RESTORATION DEMOLITION )( EW CONSTRUCTION .p '�- I,�, OTHER (PLEASE EXPLAIN) r` Q f �i � §20 /T" u L ✓1 date-o (c 0.1 c' G DESCRIPTION OF THE PROPOSED PROJECT: 3 141 olo-z , i' * /U-d'r ew) . oG -- �'c-e / l/ vi e e PLEASE PROVIDE THE FOLLOWING SUPPLEMENTARY INFORMATION: v w 77 4 t)h i� Pr os SITE PLAN (W/ DIMENSIONS) FLOOR PLANS (W/ DIMENSIONS) ELEVATION (W /DIMENSIONS) LABELED PHOTOS SURVEY (WITHIN 5 YEARS) F/-- COLOR SAMPLE X OTHER 9 Q C/ c/ GU %��'c -D O i lyJ G (/ 1 - UNDER PENALTY OF PERJURY, I (WE) CERTIFY THAT ALL INFORMATION IN THIS APPLICATION AND THE ATTACHMENTS HERETO IS TRUE AND CORRECT TO THE BEST OF MY (OUR) KNOWLEDGE AND BELIEF, THAT THE WORK FOR WHICH APPROVAL IS SOUGHT HEREIN IS BEING PROPOSED IN GOOD FAITH AND WILL BE PROMPTLY PERFORMED IN THE EVENT OF THE APPROVAL OF THIS APPLICATION AND THE GRANTING OF A BUILDING PERMIT, AND THAT I (WE) DESIRE THAT THIS APPLICATION BE GRANTED AND SUPPORT THE GRANTING OF THIS APPLICATION. MATERIAL SAMPLE 1 l/ t )14 ' ERTIFICATION • SIGNATURE OF APPLICANT(S): SIGNATURE OF OWNER(S): - _ REHABILITATION Passes Large and Small Missile Impact Tests Meets or exceeds all current AAMA /NWWDA 101 I.S.2 specifications I I Passes ASTM E987 for deglazing Passes ASTM E547/E331 for water resistance Passes Miami Dade Protocols PA201, PA 202, PA203 AAMA 1032.5 for forced entry (except fixed lite architectural) Window screens have tubular rolled frames with 18 X 16 fiberglass mesh All products are wet glazed Flange -type frame for wood or masonry construction Unique lite glazing system allows upgrades' to colonial at a later date Exterior glazed, structural, extruded aluminum glazing bead French doors have roll- formed aluminum glazing bead Baffled weep slots for Heavy-duty aluminum frame Clear pol yvin ylbutyral interlayer Extra-wide glass bed • and special wet glazing /16" tap or 1 /4 " tapcon CAI, *A #10 "panhead or #12 panhead :250 max. 1.250 min. COMMODITY MODULAR www.pgtindustries.com Casement Windows • Corrosion-resistant hardware • Egress bar assembly lock options for egress c?r handicap requirements • Washable hinge option for ease of cleaning WINDOW WIDTH MASONRY OPENING WOOD FRAME OPENING 26 26 25 38 38 375/8 50 50 49 63 63 621/4 24 24 231/4 36 36 35 48 48 47'/4 60 60 59 SIZE CHART & STANDARD:COLONiAL LITE I X • - .........—.:.. , _____ : ._. 19 26 1 /2 37 37 53 19 271/4 37 37 53 18 1 /4 25 36 36 52 WINDOW WIDTH MASONRY OPENING 24 30 36 WOOD FRAME OPENING 23 111 OE ME OM •• 29 35'/8 ME• MEM GUI MEE GUI MEM EOM El • MEM 48 60 483/4 60 471/8 59 1111 1111 EN 11 11 1111 ME E ME • E• GUI •• ME ME 4 MOM MOM MEM 74 3 /4 MEM MIll• MIME •EE MUUMUU MEE EU GUI MEN GUI GUI MEE MEE EU MEM mEE ENE MUUMUU MEI EMI EMI ••• BEM EU MEM MEM 72 ME 0 MOM EME MEM 2640 3040 MO *Masonry Opening height sizes ing preca4.sills. 1111 260 , 3050 '4050 2060 2660 -,6050 EFFOP,TilESS'HUR CANE PROTECTION. . _on uar „ IMPA..0-RESISTANT WINDOWS & DOORS ' 7 Visibly Better.- ' mcoloo050 www.pgtindustries.com Single Hung Windows • Bottom sash locks available for egress or handicap requirements • Adjustable pre - tension spiral balances for easy lifting • Nylon reinforcing wind clips for greater strength and wind rattle reduction • Removable operating sash for easier cleaning WINDOW WIDTH 19 26'/2 37 53 24 32 40 44 48 MASONRY OPENING 19 27 37 53 24 32 40 44 48 WOOD FRAME OPENING 18 25 36 52 23 31 39 43 47 383/8-' 38 37 76 76 75 12 H32 22 32 2022 2822 3422 3822 4022 O *Masonry opening height sizes Z • depicted are using precas sills. - O o 3 ce o Oo o .. v a 0 SIZE CHART & STANDARD COLONIAL LITE CONFIGURATIONS COMMODITY MODULAR MEM ■EM■ ■ ■ ■■ MIEN NOM MI Mil IMI®®® MINI BMA M. MEM UM NB ME MI NI IEN OMEN EFFORTLESS HURRICANE PROTECTION.' uar .'rIMFAC1RESISTANT- WINDOWS &DOORS risibly Bett MC070d030 CONTRACTOR Name eAvvAs /LQ vvt�2 License No. OD 000 /(o 15z, Address 641 Ai- , l 9 4vc . lJ / . i.DDE40i,I [,� 3331/ Telephone /- goo- 2104-7417 F 954- G3 - $CpoCc Qualifier Name lki 1//wk- 1 ENGINEER Name , / W aYNE TTble,Iti -Ax! D License No. Address (2g26 5. w. (3* cr iti filth N. 331$6 Telephone 30 s 2ss- j94• F ax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'1 Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Slit es Village: Step 1. Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning I:)epartment for processing. During the processing of your application, you may be asked to submit additional information. A PPLICA'T'ION Folio Number Lot Block Subdivision PB PG Current Use of Property ' Fi Proposed Use of Property �h Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other L/" 145 q4- Address Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Telephone PROPERTY OWNER Nam ,, ,, A 14Q,&;2x? Address Home Telephone Business Telephone Fax MIAAA 514V2eS 7 City Description of Work t�lu P1Ai 4 State 3 0s - LIR\F±J PERMIT APPLICATION Master Permit No. Subsidiary Permit No. j 'Ooh t .,�� Zip TAes,2 r c 4 TE ` 1 a s r4u 5 vet...) f ,kt;CovER / EX /ST. "JR.4Jut: Zoning Linear Feet Square Feet Units Floors '' Lue of Work L) 3o C9 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through 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 BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, 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. _IAFFIDAVI'i' - 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, 1 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. 'gnat .11r ( ^, C ` V h a.( 0n/ r �–f / VJ / )1lAr Print Name Sworn to and subscribed before me this /5" day of 4 , PERMIT APPLICATION SEAL: IDA, COUNTY OF MIAMI -DADE STA OF FLORIDA, COUNTY OF MIAMI -DADE Signature of No Public - State of Florida any 1bd A. Lt>z ` 4' • DDO37 f a Expires june Thrii 30, 205 Bonded • V, F u t ` 7 BanAbag02„30C. Personally known OR, Produced Identification Type of Identification Produced: ignature of Contractor / Qualifier �4 /14.65 E. � - Print Name Sworn to and subscribed before a this /6 day oft 1 1 , tgnature of lic - State oFlpriclii SEAL: .,y . S„Cummissl0 ne 30. 2005 Bonded Tbm oggr Atlantic Personally known — OR, Produced Identification Type of Identification Produced: ELEC'T'RICAL 1 TYPE QTY. ervi,1, QT1' . Q . I . Q . TvI , I ,, Q . 1 . 1 . Minimum Fee Q'I'1'. Dryer Cooling Tower Outlet, Appliance Service Repair A/C Central 1 -3 Ton Dryer Vents, Number of Fan Outlet, Wall Service, Temporary Ductwork, Cost of A/C Central 4 -7 Ton Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Fixture - Fluorescent Fireplaces, Number of 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 Roof Inlet Demolition Low -volt, Intercom/Teleph. Repair Circuits Septic Connection Dishwasher Low -volt, Television Service, Number of Amps Septic Tank MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator Q"1' TYPE Refrigeration, Tons Q'I'1'. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons 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 Sprinkler Repair Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUMBING TYPE Q'I'1'. TYPE QTY. TYPE Q"r\ 'TYPE Q"1' A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit 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 INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE S /=1-� /per Zoning Electrical Mechanical Plumbing Fire Public Works Structural /M KE3701- Building Official 's 7/ ---iC awe 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 $ g--C _\ Bond $ Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ (¢.005 / sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) Code Enforcement Fine Zoning Review $ 3 C O PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) REVIEWED AND PREPARED BY: (sq.ft. = x11000 x ¢.60) PERMIT APPLICATION Cl CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"`D AVE., MIAMI SHORES, FL a (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com c Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/26/2002 Applicant: SHARON GROSSHART Owner: JOB ADDRESS: 145 NE 94 Contractor HOOVER CANVAS PRODUCTS CO Local Phone: 954- 764 -17114 Parcel # 1132060132920 Work: Building Permit Permit Number: BP2002 -1288 ST Contractor's Address: DOING BUS IN DADE CO Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 20 & 21 Fees: FEE2002 -4076 FEE2002 -4077 FEE2002 -4078 Description Building Fee Structural Fee CCF Total Fees: Amount / $85.00 $50.00 $3.00 $138.00 Total Fees: $138.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/20/2003 Construction'Value: $4,300.00 FABRICATE & INSTALL 5 NEW AWNINGS & RECOVER 1 EXISTING FRAME If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before callinct for another ins faction. rl re. mar r__-- etsr rag 1 1 l 1' Ted A. Linze Christa R. Linze 305 - 388-7253 10245 SW 154 C ir. Ct., No. 107 Miami, FL 33196 PAY /'fAAl ' 1.(o4E °RPMK NE N,) 3158 63- 8413/2670 i 9l9 lot DATE 1 1$ /38.ad c � f /do -- DoLLARS 6 rry fear Dor mar W NGTON MUTUAL BANK 15225 SOUTHWEST 104TH STREET MIAMI, FL. 33196 1 -800- STATUS -5 Fog CitosS4404" D ,' 3L1t1258 ? ?L 3 L58 �. 26 ?084 L 3 L .8 BLK 21 e equipment or device described in the application herefor in strict compliance with all th any plans, drawings, statements or specifications that may have been submitted to not done in compliance with such ordinances or if the plans are changed without tor or builder named above assumes the responsibility for a thorough knowledge of the gs or in the statements or specifications and that he assumes responsibility for work done BY: BY _ compliance with all ordinances and regulations pertaining thereto and in strict conformity s Village. In accepting this permit I assume responisibility for all work done by either NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in t his Notice of ff,,,IIA Commen Commen,pement. 1. Legal description of property and street/address: /45 IJ. e. q4 sr. AAA( Pt 2. Description of improvement: //./1 Q s tJEuJ nt32ic Awu►ii*5 ' /loien. ,Ncta4 / 3. Owner(s) name and address: 704 -R.o �t2OSrf-j4bRT IQs em sr M'a 01.0 SJ4D4Es 1 c. Interest in property: OWI4E/Z Name and address of fee simple titleholder: Siilate AS OwMe t. 4. Contractor's name and address: 4vo ✓eit. 664.v4S Reap. 4 4 u uJ. '/ AvE FT. `I LILP9 D4Le FL. 333u 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signa ner Print Owner's Name Notary Public c:2 Le--- C f Print Notary's Name My commission expires: /14/ Sworn to and subscribed before me this /0 day of Pf 20 pt.-. 02R558429 2002 SEP 09 10:20 STATE OF FLORJRg COUPIT(fF nAnF I HEREBY CERTIFY that this is a true n the ngmal file. his offic- on � T dr , of t kip , A D 30 V WITNESS my Official Seal. IARVEY RUV it and C Curts Address: / S -W (s4 Ca. Cr •.• � • (1,./ if *107 ) aat K. 33 (16 123.01 -153 PAGE 3 2/01 r tzecovelz sQs-ritee, Scn Ti=1 - L5NTATIc7 N - LftU 51 VeMOJe 12t. ALup 5 C-r-ie OF .4e ELL-va 1 HOOVER CANVAS AWNINGS 844 N.W. 9 Street Ft. Lauderdale, FL 33311 (305) 945-3061 F ax: (786) : Date7 14 Scale: //i, Drawn by: Ted Linze Approved by: 17 Rev.: - PT 0, 1 • Sheet I - of 2, CIVIL / STRUCTURAL P. F. 44353 Engineer: W. A. SUTHERLAND a ASSOC. 12926 SW 133 COURT swim MIAMI FLORIDA 33186 395-255-1948 soLITH ELNATIPH- - 1-1oLLE VA-1 6-1Are,- rtcovez feOLE / i _ _ oufpe gew Date: 1 /14/02, Scale: 0" Drawn by: Ted Linze Approved by: 17 Rev.: • tg 1 • • Engineer: A. W. SUTIIERIAND a ASSOC. 12926 SW 133 101111T $UITE ir MIAMI ROBIN 33188 305-255-1941 WVIL / STRIMTIMAL P. E. 44353 Sheet 2. of 0- J1111fil cv 4r HOOVER --CANVAS-AWNINGS 844 N.W. 9 Street Ft. Lauderdale, FL 33311 (305) 945-3061 Fax: ( 242-6117 ALUM NUM TRACK TO HOLD FABRIC) HEAD BAR 2' X 2" X 1/4 PLATE FILLET TO PIPE • W /1/4' WELD. 3 " - 0" 0/C MAXIMUM; FASTEN TO WALL (6135 WITH 3/8: x 3" SCEEve mo CI{o (r o2 A LL I T5) A l 6 1 I� • =o 1D. • -14 r 6. 7 . 1 /4 " X 2 4 x f" 6 . pl. G vS (`) 3 /6" X A ltc>ao R (Ty P of 77z4ce oN Pp General Notes: 1. All structural members to be A.S.A. Sch. 40 galvanized pipe (U.N.O.) 2. All welds to comply with A.W.S. code. 3. All connections to be fully .welded 4. 5. AA structures designed in accordance with Florida Building Code. . - Fabric Awnings will require quick removal of the fabric when winds reach velocities I excess of 75 M.P.H. AA structures have been designe0 using rational analysis. All structural members to be '/4" (U.N.O.). (30 3 " Lef Ve e t) �ti47 X 10/4 WME ANG140ft INTo cT� '/4" x2"x 4 11 /TL. pL. frx2M2 To GIBS L10 () 3 /8" X v , Lit -v �r►GNoi (Ty P. or I) ETI7• e ROA HoL.i4 If i HOOVER CANVAS - AWNINGS 844 N.W. 9"' Street Ft. Lauderdale. FL 33311 (305) 945 -3061 Fax: (786) 242 -6117 Date: 5 1 2 8 i02. Scale: Qj " Drawn by: Ted Linze Approved by: - r G 114 Zg Rev.: tc O rn' i Engineer: W. A:SUTHERLAND & ASSOC. 12926 SW 133 COURT SSITE'A' MIAMI RORIOA 33186 305 -255 -1948 MIL / ST19CTVRAL P.1. 44353 Sheet 1 -of (�� M!PMI SHORES V1La . - F. i "2[35/0 7 2-2-/01-- Ci ''T� r - :i; °.' St +;t t REGULATIONS W{:C.:F:..1; ,i Eat U:. ; 1}Iv.Si.L't Design Wind Pressure for Canvas Awning 145 NE 94 ST MIAMI SHORES, FL Wind Code: ASCE 7 -98 Wind speed (mph) Importance Factor Exposure_category := "C" F := 9z•G•Gf.Cf Fdesign max ( F 10 lb 2 ft J V := 95 I := 1.0 Height of Awning above Ground) Z := 10•ft Kzt := 1 Gf := 1.0 Cf := 1.0 qz := 0 . 00256 •Kz . Kzt . Kd . V2 -I- ft2 9z = 19.6 ft 2 F = 19.6 lb ft 2 lb Fdesign = 19.6 ft 1 Kd := 1.0 G:= 1.0 W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIAMI, FL 33186 (305)255 -1948 WEST UNIT AWNING ( H:= 1.83•ft PROJ:= 3.25-ft L :_ VH 2 + PROJ L = 3.73 ft Tributary := L. Tributary Tributary = 22.4ft Tributaryload Tributaryiarea Tributaryload = 438.91b Tributaryload P := P = 219.51b P•L T := H 2 AMOUNT OF ANCHOR' BOLTS REQUIRED: (Based on 3/8" Dia x 2 -5/8" embedment into concrete using WEDGE ANCHORS) Shear := 1055.1b Tension := 840-lb Amount_required T = 447.3 lb T Tributaryd 6-ft (Trib Amount_required ceil( = 1 Shearcap Tension ceil(Amount_requiredten) = 1 CHECK WELD AT COLUMN TO TOP PLATE CONNECTION (E70XX WELD) Weld size := 2 • in 16 Nominal Diameter: OD = 1.05 in ID = 0.82 in F , := 30 kip t .— OD — ID .2 2 in ND := 3 .in 4 2 := 0.75 t = 0.113in Weld_capacity := 0.707•Weld_size•(1)•(0.6•F Weld_capacity = 2.8 kip in Length_of weld :_ n • OD Length_of weld = 3.3 in 1 WND DIRECTION F' := 70•ksi Capacity_of basemetal := 0.54. (Fy)•t Capacity_of basemetal = 1830.6 lb in Metal_capacity := Capacity_of basemetal•Length_of weld Metal_capacity = 6038.5 lb Weld_Allowable_load := Weld_ capacity.Length_of weld Weld_Allowable_load = 9182.9 lb Alowableload := p E— Metal_capacity if Metal_capacity < Weld_Allowable_load p Weld_Allowable load otherwise Alowable load = 60391b if(T > Alowable_load, "NG" , " OK ") = " OK" CHECK TOP CHORD 'OF TRUSS Nominal Diameter: H \ 0 := atan Compression_load F Pn Ag•Fcr Pmax 4)•Pn PROT (P.sin(0) - T) cos(0) 1 ND -in 2 OD = 0.84 in ID = 0.62 in OD + ID j r :- 4 r = 0.261 in (0D - ID 2 A A =0.25 in a 4 F , := 30•ksi E := 29000•ksi K•L I Fy r•n E 2 F := F f- (0.658 ` )•Fy if X.. <_ 1.5 ( 0.877 \ F F F' otherwise 2 0 = 29.4 deg P = 2.1 kip Pmax = 1.8 kip if(P < Compression_load, "N. G" , "Member is O.K. ") = "Member is O.K." Compression_load = 389.71b K:= 1.0 := 0.85 F = 8.56 ksi 1