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Multiple (5)CL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/08/2005 Inspector: Grande, Claudio Owner: None, None Job Address: 485 103 ST Miami Shores Village, FL Project: <NONE> Block: Contractor. ADVANCED CONSTRUCTION SERVICE GROUP, INC. Permit Type: Imported Permit Inspection Type :-final Work Classification: <NONE> Phone Number Parcel Number 1122310150190 Lot: Phone: 3051244 -7501 Buildinsa Department Comments 85 ne 1 O3- street I 6 Z D Passed Inspector Comments 44i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, December 7, 2005 Page 2 of 2 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during pl gress of the work. Owner's Namo and Address .... .....2.Gt.G. .....![.A/ Registered Architect and /or Engineer.... 441.0:40 -81 Z._ Date........._........2�..w»_ GtS No.— _.fiif$.w». Street;.4 ..4Q.J...aZ .04.4• 06.`3.41kd% .«eeassxer +”111, ..... s1211naxe2nsemrniteTIT Name and address of licensed contractorJ.. t iP.1s t_.+r. ! C5..... ti;R. GetRwl. „ 244—..& ' yr J ..., Location and legal description of lot to be built on: t...._... if Block Subdivision . etAclt..... gs..._.... ._., Viand Number where work is to be done..... 'F.C._..dl_ ✓0 .21! `t_......a�.i State work to be done and purpose of building (by floors). - 7�/.e.Z.4,. of +0'' Ala ....10...se.....rst aA .fr1A.. es d..4_....ar't.t ,;, ,1 — New Building It Remodeling Addition To be constructed of Kind of foundation_... Estimated Total cost of improvements $..._4,.4 1.. Zone cubage required. Distance to next nearest building Maximum live load to be borne by each floor _._ and for no other purpose. Repairs No. of Stories _...... Roof Covering Amount of Permit L.._. ». AA@ „. , ........_ _ .Plan Cubage ..Size of Building Lot I hereby submit all the 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 obligations as an employer of labor under the Florida NVorkmen's 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 post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to . performed under this permit, as are licensed by Miami Shores Village. Remarks. (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _.__.__ o, 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 tie same, and that all facts therein by him stated are true. _to me well known, Permit No. l�sd Disapproved = __ (Signed) ._ --r-L` - Building nspector Date... �b _ -7 Read, Sworn to and Subscribed before rite. tary Public, State of Florida My Commission Date Chairman Member..._._...._..._...._..____ Member ....... Council Approved PLANNI NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. BOARD_ ... _ . _...._._DATE Member Member Member _Date Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty v°. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT it APPLICATION FOR BUILDING PERMIT • Application is hereby made for the approval of the detailed statement of the plans and specifications hirewith submitted for the build- ing 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. Date -- .4, cL. Owner's Name and Address .w?..g../.21,...-.Z....Q...cm. td.E-c-s ci............. No....u....‹..-____ Streetaiall. / 1 ILL Registered Architect and/or Engineer Yo ,7o.):-../ ... (.- (.61-d 7)7 fit / MS 141.1,Telit•ItOtt2MIIIITIMMI tstsrastseerntete Name and address of licensed contractor Location and legal description of lot to be built on: Lot 4? Block. ... Subdivision ,,,,t? //2 42 C /2..... I.- P f( ._ 6 Street and Number where work is to be done.. State work to be done and .purpose of building (by floors) `-' /.LV (-- CC FPt ....6.1.2.22..(Z. and for no other purpose. New Building \A Remodeling Addition Repairi No. of Stories.......------ To be constructed of (,,.A.. kind of foundation. .e-E..t.&./.FC11(&).P. C..C.Pf ,7f_ Co ering . r a t: 1-/ 7- 71.z- (-2-- Estimated Total cost of improvements $.. '/.QC (0..Q. Amount of Permit 41, ... .... Zone cubage required__________________ .... ......_.....______._.Plan Cubage.........-.—...— Distance to next nearest building _Size of Building Lot.. 21.----IX—/ / ' Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the, building and its construction be sent to 2- 0 L-7- R i` t til..... e ,.‹...C.!4.. I .s &/L) 1Z. 9i i T /2 )11, he 'n,&I Ftp 33/6 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's 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 post or cause to be posted fo • on on the site of th work such public notice su or notices as are required by the Act. The undersigned agrees to employ only c su .. 4 1 ntractors, on work to perfonned under this permit, as are licensed by Miami Shores Village. Remarks..... STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared (Sign --■11111/ ..to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. that at d of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and all facts --- therein by him stated arepue. fi - Permit Date Read, Sworn to and Subscribed before me. Disapproved _ Date. ( Signed) ___ Notary Public, State of Florkg My Co • Expires PLANNIhl BOARD. C'nairinan Member Meraber Member Member Member Council Approved .. ... —__-__Date Disapproved 4. Date NOTE: A ch.irge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspeetion fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 30 jlJ APPLICATION F0 CONTRACTOR'S LICENSI: MIAMI SHORES VILLA GB FLORIDA Name of Company or Corporation ''cL, 1r Address /l'/S I Z ' S 7/2- tree o. or i. ox Name of Owner /16-76t(GSJLJ Date 3— Z 2 - 7 ge,r -g( 2_ re— - .3 /Ni Phone e,gl -SZ� v ty Zcc_ r eof f 1 6=6. c(C S ci Phone 7776 C 3 'Pvv6T- (If a firm, the names of all members of th o firm; if a corporation, the names of all officers of the corporation.) Nature of Business p e (2 Names and Numbers Employees (Masters and Journeymen): License Numbcr other :iunicipal i ties: Name and Amc :.Its Insurance Carried: Financial Re 'crences. I e 6. C ir'r )1 Sworn to and Sabscribed Before me NOTARY :LTC - Stage of Florida 1y Con 1i i o._ xf fires (Signed) ZA/2 /tier TESTING DIVISION 1444e - Sk.dift & 140140Ciatel, TO Civil Engineering and Inspecting 18800 N. W. 2ND AVENUE - PHONE 624 -8471 POST OFFICE BOX 8098 - MIAMI, F`LA., 33169 1 REPORT OF INSPECTION Mirror Lake Subd. Zoltan Hegessey PROJECT BUILDER Inspector's Name Shaffer S. T. Job No. 68094 Date 10 -24 -73 O. T. Miles Clearing: Final Stripping: Embankment 1st layer 2nd layer 3rd layer: 4th layer. layer Approved for Foundations Footings Poured: Slab Filling 1st layer 2nd layer. 3rd layer: layer: Approved for Slabs: Slabs Poured: Certificate Issued: Density Tests Made Today: Density Results: Date Made Location % Compaction I % Moisture Equipment Information: Remarks: Form 2B -12 Completed 1 Percolation Test. Sh fer SIGNATU E OF INSPECTOR TESTING DIVISION Se/maim - Slid dr %fogs, Tice. Civil Engineering and Inspecting • 18800 N. W. 2ND AVENUE - PHONE: 6248471 POST OFFICE BOX 3118 - MIAMI, FLORIDA 33169 SOIL MECHANICS & FOUNDATIONS • CIVIL • STRUCTURAL • ENGINEERING INSPECTIONS PERCOLATION TEST DATA SHEET Client: Zo l tan Hegessey Project: Lot 19 Mirror Lake Subdivision Job No: 68094 Date: 10 -24 -73 Reported To: Zoltan Hegessey Percolation Test # 1 Depth of Trench 26" 1" 0 minutes 19 seconds 2" —7—minutes 21 seconds 3" 0 minutes 22 seconds 4" —7 —minutes 26 seconds 5" 0 minutes 29 seconds 6" —D—minutes 33 seconds Average 0 minutes 25.0 seconds per inch Boring Information: 0 0.5 Top Soil 0.5 - 0.3± Natural Sand Percolation Test # Depth of Trench 1" minutes seconds 2" minutes seconds 3" minutes seconds 4" minutes seconds 5" minutes seconds 6" minutes seconds Average minutes seconds per inch Boring Information: Respectfully submitted, SCHWEBKE - SHISKIN It/ P. Shiskin, P.E. Sec tary-Treasurer CIATES, INC. Form 2B -11 -1 American Casualty Company of Reeding 412 Washington St. Reading, Pa. To Miami Shores Village Attn; Mr. -Bradford 10050 N.B. 2 Ave. Miami Shores, Florida Date 4/18/74 Gentlemen: This is to certify that insurance policies, subject to their terms, conditions and exclusions, are at present in force in the Company indicated above by IL as follows: Name of Insured Zoctam llegyessy Covering Workmen's Comp. KIND OF INSURANCE LIMITS OF LIABILITY POLICY NO. EFFECTIVE EXPIRATION Each Person Each Occurrence A !regate Workmen's Compensation < \-'-' :,., ,. — < : k 'A \ tkL;,, , ,I ,,1 ,9 ,, ,k , 1 '' , \I• 4 '1., 1217228 4/10/74 4/10/75 Manufacturers & Contractors' Bodily Injury Liability Property Damage Liability , ,000 $ ,000 Owners' or Contractors' Protective Bodily Injury Liability Property Damage Liability . - , ' ',<,:: < $ , IX° ,000 Comprehensive Automobile Bodily Injury Liability Property Damage Liability $ ,000 , "Vi, •''' ; ' • ^' ' ' ,:...' . , ' - 000 Comprehensive General Bodily injury Liability Property Damage Liability .., - ' w $ , . .000 $ ,00a Bodily Injury Liability - Property Damage Liability $ ,000 ' ,000 $ ,000 1, $• , In event of cancellation, written notice will be given to the party to whom this certificate is addressed. By (CC-5194) 1-73 Authorized Representative CAT. 273562 PRINTED IN U.S.A. NATIONAL INDEMNITY COMPANY 3024 Harney Street Omaha, Nebraska 68131 CERTIFICATE OF INSURANCE This certificate of insurance neither affirmatively or negatively amends, extends or alters the coverage afforded by the Policy or Policies number- ed in this certificate G April 19, 19 74 This is to certify that the following described policies have been issued and are in full force and effect. NAME OF INSURED Zoltam Hegyessy P.O. ADDRESS 6701 Collins Avenue, Miami Beach, Florida LOCATION COVERED Same & Elsewhere in the State of Florida b DESCRIPTION OF WORK Code #16291 - Construction Operations - Contractor, #15192 Contractors - Construction or Erection - executive supervisors exercising supervision through superintendents and foremen & #17185u- Plumbing -gas, steam, hot water or other pipe fittings- including house connections. POLICY NO. KIND OF INSURANCE LIMITS EFFECTIVE EXPIRES Workmen's Compensation and Employer's Liability Legal A 69184 General Liability: Bodily Injury. Each Occurrence Aggregate Completed Property Damage Each Occurrence Aggregate - Aggregate - Completed For each item show "Not Covered" if no coverage afforded. 3- 25 -74- to 3 -25 -75 100 00000 $ s Products Not covered Operations $ $ 5,000,00 Operations $ 25,000.00 Products - Operations $ Not covered Automobile Liability: Bodily Injury Each Person Each Occurrence Property Damage ... . Each Occurrence Covers• $ $ $ Excess Liability: ❑ Automobile El General Liability Name of Primary Insurer: Primary Limits. Excess Limits. In the event of any material change in or cancellation of said policies, NATIONAL INDEMNITY COMPANY intends to notify the party to whom this Certificate is addressed of such change or cancellation, but undertakes no responsibility by reason of any failure so to do. NATIONAL INDEMNITY COMPANY This Certificate issued to: Miami Shores Village, Att. Mr. Bradford By Southern Underwriters Inc. 10050 N. E. 2nd Avenue Miami Shores, Florida Title . A. Lee NOTE TO AGENT — Mail Copy to Home Office immediately. U -100e (1/73) • 9760 6. W. 20TH STREET MIAMI. FLORIDA. 33165 DELTA TESTING. INC. rune 18, 19 73 __ttr._ Zoltan Huegguessy 1145 N. W. 129 St. _Miami, Fla. TELE4IONE (305) 223 -7844 Re: Subsurface investigation N.E. 103rd St. at 5th Ave. Gentlemen: In accordance with the verbal authorization of Mr. Zoltan Hueggessy, and at the locations indicated by him, Delta Testing has completed two (2) borings at the referenced site for a sub - surface investigation, and the report is transmitted herewith. -Attached as sheets 1 and 2 are the individual boring logs. These borings were made in strict accordance with the procedure of the ASTLI Designation D 1536 "Standard Penetration Test and Split- barrell Sampling of Soils ". This - method consists of de- termining the relative density or consistency of the undisturbed -soil .n -sito, by means of a blow count required to penetrate the soil 12 inches with 2 inch O.D. standard split -spoon sampler. The driving hammer is the standard 140 pounds mass falling freely 30 inches. Your attention is invited to the practice of this firm in making six (6) continuous _pei etratioxjs in the too 12 feet of each boring and thereafter as in normal drilling custom," --at-each five (5) foot interval or in each change of stratum, whichever is the sooner. To stabilize the test borings flush joint B.W. casings were used. This report presents only the factual information obtained of the subsurface. Should Soils Engineer's consultation be desired ---- for` data interpretation with respect to reconnencine the type of foundation its bearing capacity and settlements, please feel free to give us a call. Very truly yours, DELTA �s L I ' s INC. Jo-eSh E. Sirven, P.E. _President JES/lb Sketch attached w/c - Carlos .Romani- FOUNDATIONS 4, DRILLING • cr BORING LOG 1-. k Casing Depth Blows In Per Feet Foot SOIL DESCRIPTION Sample Na. PENETRATION Blows Per Foot 10 20 30 40 60 80 100 1 2 3 0' 2' ligh- gray fine sand, some rock fragments. 21' - 4 same as above . 4' 6' tan fine sand, traces of rock fragments. 6 7 6' - 8' dark tan sand, some rock fragments. 3 9 8' - 10' tan sandy lime - rock. 10 11 10 0' 12' same as above. wp 12 11 1310 14 :9 15 10 16 10 15' - 17' tan fine silica sand, traces of rock frag- 17 11 ments. 13 13 19 16 20 .24 21 20' - 22' tan ltmerock. 22 1 , Name; Mr. Zoltan. Hegguessy • Address, 103rd St. at 5th Ave. N.B. Miami ,! Fla Boring and sampling meets ASTM D -1586 Core driling meets ASTM 0-2113 Penetration is the number of blows of 140 1b., hammer failing 30 in. required . to drive 1.4 in. I.D. sampler 1 Ft. . 1 Date 6-14-73 Boring No Project J -33002 Page 1of Ground Water 7'2" DELTA TESTING INC. Casing Depth Blows in Per Feet Foot BORING LOG SOIL DESCRIPTION • Sample No. 0 PENETRATION Blows Per Foot 10 20 30 40 60 80 100 7 3 9 10 11 14 12 16 ,13 19 14 21 15 17 .16 14 17 16 13 29 19 43. 20 61 21 0' -. 2' light gray fine sand with rock fragments. 2' 4' tan fine sand some rock fragments. 6' tan sandy limerock. 'same as above. 3' 10' light tan sandy limerock. , 1Q' - 12' tan fine silica s d with rock fragments. 15' 171 tan sandy lime- rock. 60/3tr refusal. 2 3 WIN 6 1. ea • 1 Name, Mr. Zoltan Hewuessv Address 101rr1. . St at 5th Avg N_F_ Miami; F1a. Boring and sampling meets ASTM D -1586 • Core driling meets ASTM D-2113 Penetration is the number of blows of 140 lb. hammer falling 30 .in. required to drive 1.4 in. I.D. sampler 1 .Ft.•. ti Date 6 -14 -71 Boring No. Project. .1`— K1 n n 2 Page . 2 of ....2_ Ground Water, ' DELTA TESTING. INC. • -r- o t-f z. Permit No MIAMI. SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Date ef?g g1-1 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, Fivada, 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 work. Owners Name and Address v2%042.11 .. -... /.104.Y.iZSYY No 4e-s- Street 6^ /° Registered Architect and /or Engineer Employing Electrician's Name..�`®� Y 4 7 S F /e‘ h, 410 /9,6Q Location and Legal Description Lot Block Street and Number where work is to be performed —No State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Street ..X /1" 09 or Subdivision (:^^C _ Street "6—, -r/ vvic Repairs No. of Stories Service Overhead Size Feeders Conduit .Main Sw Amps .Main Fuses Amps Underground Type of Installation— Conduit. Tubing B.X.L .Metal Moulding Amount of Permit $ (Signed) Elects Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations . < an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Ferman Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors em oyed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. J ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for Inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO. LAMPS REPRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST CHECK - ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERU. MOTORS 0.1 HP MOTORS 1.0 HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK. -- - - -- - .. Service Overhead Size Feeders Conduit .Main Sw Amps .Main Fuses Amps Underground Type of Installation— Conduit. Tubing B.X.L .Metal Moulding Amount of Permit $ (Signed) Elects Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations . < an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Ferman Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors em oyed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. J ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for Inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLIC TION FOR BUILDING PERMIT Application is hereby made for the app oval of the detailed statement of the plans and specifications herewith .submitted for the build- ing 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 ' tot. A copy of approved plans and specifications must be kept at building during progress of the work. Date 9/18/74 - -- - .•....• -• 19..._... Owner's Name and Address, Steve Xegyessy. Registered Architect and /or Engineer .. -•••.. John A. Ma o Conteactors P.O.Box 911, Biscayne Annex 33152 Name aitd address of licensed contractor .•........... ---. --- Location and legal description of lot to be built on: Lot ... Block Subdivision Street and Number where work is to be done 485 NE 103 St. Miami Shores State work to be done and purpose of building . (by floors).---- . •. _ Tin. Cap 1-30#, Mop 1-90# Ag -3 cement tile roofing. ............ No.: streets. ,?. axia, Flat, 33168 !, ,*fl, . nett •,,,a..tt,tnttmtx,tt»t41ettrt _,f ... .._....and for no other purpose. New Building x Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation_..__._._.... Roof Cgvering ,... .............. ........ Estimated Total cost of improvements $. -._ Amount of Permit $,. Zone cubage required ......... ...._. _ . _... Plan Cubage ._ Distance to next nearest building F_._.._....._..._.._ ...._.__ _Size of Building Lot...... Maximum live load to be borne by each floor I hereby submit all the plans -and • specifications for, said building. All notices with reference to the building and its construction may be sent to P• O. Box 9111 Biscayne Annex 33152 The undersigned applicant for this building permit does hereby certify that he understands and of labor under the Florida NVorkmen's Compensation Act, being Section 5966, Compiled neral and has complied with the provisions thereof, and will require similar compliance from contr in the work to be performed under this permit; and will post or cause to be posted for . ti or notices as arc required by the Act. The undersigned agrees to employ only such su permit, as are licensed by Miami Shores Village. Remarks..-- (Signed )..__ STATE OF FLORIDA, COUNTY OF DADE. SS. o.lig. tions as an employer ennan ,nt Supplement, iployed by him ch public notice formed under this Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peered to me well known, 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 tle same, and that all facts therein by him stated are true. - Permit No. (ti" , 3 2_ Date M°_ :.:.........._ Read, Sworn to and Subscribed before ate. Disapproved Date (Signed) .-_____4(.....C--.. �0----.--, •Building nspector I' My Commission Expires Notary Public, State of Florida PLAN , NG BOARD. Chairman _........... — _ _._ ....� ._. Member ...._._...._ Member .. .. Council Approved _DATE Member . .... Member _ _ . . Member _ . Date Disapproved _..._._ ..._ ..Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No .74 Date. ofb 1r4 - Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submi ed for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of M Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regaled of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and ications must be kept at building during progress of work. Owners Name and Address .ZOL!AKJ F4 Es 5 ` No 4.P.-) x/L- Street_. 1P3 , r Registered Architect and /or Enginieer Employing Plumber's Name .4/4 'Q%11 441k rifeyZ 1 No,, Location and Legal Description iot J gloc& Street and Number where work is to be performed —No 85-WE State work to be performed and purpose of building (By Floors) 8tt set�e /16 c� /3e4` SubdivtstOtWial'. L'1 . Street. Q3 S-/ Remodeling Addition ....... _ No. of Stories.. ....... . . Size Septic Tank og ((ate Type of Tank Feet of Drain Tile. ® n +' nI'o_ Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. Size of Soakage Pit. Amount of Permit $ ...Capacity Gabs. Plumbing The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations a's an employer of labor under the Florida Workmen s Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent S plement, and hus com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (signed STATE OF FLORIDA, ( u. COUNTY OF DADE. a Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared Muter Plumber. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the a 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. My Commission Expires Notary Public, Stake of Florida NOTE: A re- inspection fee of $1.00 will be made when such s 4uspscdzm Is mede•necessery by improper notice for Inspection, or faulty materials and /ar workmanship. CLOG'S BATH TUBS SHOWERS LAVA. TORIES SINKS SLOP SINKS LAUNDRY Tues. URINALS CATCH BASIN FLOOR DRAIN DRINKING POUNT'NS TOTAL FIXTURES GONTR. LIST CHECK - SWIM'S POOL SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE. PIT GREASE' T RAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM CONTR. LIST — - - - - - CHECK — a Size Septic Tank og ((ate Type of Tank Feet of Drain Tile. ® n +' nI'o_ Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. Size of Soakage Pit. Amount of Permit $ ...Capacity Gabs. Plumbing The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations a's an employer of labor under the Florida Workmen s Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent S plement, and hus com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (signed STATE OF FLORIDA, ( u. COUNTY OF DADE. a Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared Muter Plumber. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the a 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. My Commission Expires Notary Public, Stake of Florida NOTE: A re- inspection fee of $1.00 will be made when such s 4uspscdzm Is mede•necessery by improper notice for Inspection, or faulty materials and /ar workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No.._. :__ ( 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 +purifications must be kept at building during progress of work. g y� 7 V Owner's Name and A dress Registered Employing Plumber's Name Location and Legal Description Lot___._ Subdivision -__ ee..amwawe... -•- m-e-• Street and Number where work is to be performed—No State work to be performed and purpose of building (By Floors) -• .. I - .. _ Remodeling Addition Repairs ....._......._... -... Nb. of Stories Size Septic Tan' Feet of Drain Tile. - - -- Nature of Water Supply: City—Well. Type of Tank nist. Feet of Tank or Drain Field from Well Size of Soakage ..... Capacity Gals.. Amount of Permit $ 0' (Signed) C,L) The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations his an employer of labor under the Florida Workmen's Compensation Apt, being Section 5988, Compiled General Laws of Florida Pernnanen Sulement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employ4d by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such au. • ' work to be perf • . under • a mit, as are licensed by Miami Shores Village. STATE OF FLORIDA, t as. COUNTY OF DADE. Muter Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared James F. Haas, III to me well known, and who, being by me first duly sworn, upon oath datum and says that he is the of the above described construction, that he has carefully read theregaing app$cn, and that he aid al therein by him stated are true. 1i01'A N 11 XC STATE UP flOJIDA AT IMIN biT COMMISSION terns -MAR. 'A'L 1978 SONDEn "mkt o ma$ - inns and that all facts te of Florida NOTE: A re- inspection fee of $1.00 will be made when such re4aspeotion is mads'asoessary by improper nodes for inspection, or faulty materials and /or worlmmansiup. CLOSETS OATH TUBS SHOWERS LAVA. TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT' NS TOTAL FIXTURES ��.. CONTR. ' LIST - { CHECK SWING POOL SEPTIC TANK SEWER CONK. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR• SYSTEM CONTR. LIST `-- - --- - -- - - CHECK Size Septic Tan' Feet of Drain Tile. - - -- Nature of Water Supply: City—Well. Type of Tank nist. Feet of Tank or Drain Field from Well Size of Soakage ..... Capacity Gals.. Amount of Permit $ 0' (Signed) C,L) The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations his an employer of labor under the Florida Workmen's Compensation Apt, being Section 5988, Compiled General Laws of Florida Pernnanen Sulement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employ4d by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such au. • ' work to be perf • . under • a mit, as are licensed by Miami Shores Village. STATE OF FLORIDA, t as. COUNTY OF DADE. Muter Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared James F. Haas, III to me well known, and who, being by me first duly sworn, upon oath datum and says that he is the of the above described construction, that he has carefully read theregaing app$cn, and that he aid al therein by him stated are true. 1i01'A N 11 XC STATE UP flOJIDA AT IMIN biT COMMISSION terns -MAR. 'A'L 1978 SONDEn "mkt o ma$ - inns and that all facts te of Florida NOTE: A re- inspection fee of $1.00 will be made when such re4aspeotion is mads'asoessary by improper nodes for inspection, or faulty materials and /or worlmmansiup. INDICATE NORTH 1-31/7•••=4- PROPOSE DRIVE WA> 2 -;3# T 22 c WC 2D L. /- /)4F / -r /- .22COA/C /D'h.G • SR\VNS3 NOTES POLES ACC. TO TRUCKS. Peop Tx Loan. 25 KVA- 23KVA , 11°`. TEL: CO TRAR/S FER Easement Req'd. Yes 0 No 1, Survey /Stokes Req'd. Yes ❑ No® Tree Wottc Req'd. Yes,O No '®,, Permission Req'd. Yes No • city FOC" County Rd RR Xing County Air Dr. Dist. State Rd. FAA Tronsm. Request Tel. Co. Set Poles YesD No Request' Tel. Ca. Transfer Yes No0 Request CATV Transfer Yes0 N POLE LINE FEET POLE LINE FT. ON TRANSSA. POLES 0. TRENCH FT. SHEET 2 OF 2 FLORIDA POWER & LIGHT pOMPANY P!`OV /20/240 10 °UC? SVC 70 NE \V RESIDENCE. 485- NE /03 ST- Engineer R.MORALES Y• B .CRIED. eoo v I SK V a ul SUBMARINE -KY 'SKY e v OTHER BOOV taKV DUCT' BANK FT. KV DRAWN q Rural Location Sec. Scale: E. 1St. Lt. Map No. SIO /TWO No. 86 6 0 ER No: , 7 t.#FORM 1451 REV. 11/7a FIELD CHECK DATE WANTED: ACCESS NON- ACCESS SBT &T POLES SET- YES___ NO TREE TRIM -- YES NO REQUIRED TYPE CREW SM 3 MAN INTERRUPTION REQUIRED 2 MAN BY CREW BY LOCAL OFFICE SERVICE LENGTH - POLE TO POLE SERVICE LENGTH - POLE TO BUILDING CUST WIRE SIZE LENGTH BUILDING % COMPLETED DATE CHECKER'S REMARKS CHECKED BY DATE MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitt structure herein described. This application is made in compliance and conformity with the Building Ordinance of Mia and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulati of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and building during progress of work. Owner's Name and Address t (C fi for the building or other Shores Village, Florida, of the Building Division tions must be kept at No.J Street 1 2 9 772 _.- ttegistereu Arena-mi. ;ma/ or ra.g,.,o a 52. Plumber's Name Cc/sfg i? P4/ Li 1- ' C'd� .., N . $t1eet.....,..,..,..�..,......., ,.- ...„ -. . Employing .0 , Lot Block-- Subdi Location and Legal Description is be —No. StreeL.L.....3... : 2 Street and Number where work to performed _.._._. building (By Floors) �..c ":�7a/t_ -� eg_ dvEk `t & F. f. P C State work to be performed and purpose of Building Remodeling Addition. Repairs...._ _ . _ ..... No. of Stories.. . . New CLAM" BATH TUGS SHOWRY LAVA. TOMS SINKS SLOP SINKS LAUNDRY TWOS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT' t" ,1� - '� FUITYRuO co �- �- ms. lei LIST CHICK $POOL TANK CONN. F MCI �PITO` CTRAP` MEAN R WALL S aTRM CONTR. LIST CHICK Size Septic Tank_ Type of Tank Feet of Drain Tile t)ist Feet of Tank or Drain Field from Well Nature of Water Supply: City —Welk Size of Soakage Pit. _Capacity Gals. Amount of Permit $ 32 S (SigIIed) Pls bing Inapectai` employer of labor ement, and has corn- him in the work to be ce or notices as are this mit, as are The undersigned applicant for this building permit does hereby certify that he understands and accepts his obliga under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Pennanent plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employ performed under this permit; and will post or cause to be posted for inspection on the : the work such publ c required by the Act. The undersigned agrees to employ only such sub -cos • on to be performed licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclmowled meats, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is 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. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when fastit moinspeotico is mads•neosaary by improper nom for inspection, or faulty materials and /or workmanship. OWNER'S NAME Ill fa * Mu. t. Zoc.-1- b.4.. f 44eV i PRESENT ADDRESS 45Y f 1 4 S' N•.... . I2. di. ST.. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 461- J.E. I 10 3 - '-T- REPAIRS LOT I 9 BLOCK- I ` • '. SUBDIVISION I NI, ,rtp.oa. La., c- GENERAL CONTRACTOR �- �' RESS - PHONE NO. LICENSE NO. BUILDING PERMIT NO. I G� S' 1 Co DATE 4 2 ..7� G. �7 PERMIT FEE $ ` �� BUILDER'S BOND NO. 2. s 3 DATE 44 24.'1 5 ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ 4�i0 DATE. DRAW NGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: •• 12. a 4,4 t BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE NEW CONSTRUCTION TYPE C. i3.5 STORIES ROOF CONSTRUCTION I aie► I T,' /e . INTERIOR CONSTRUCTION 3 Sack rcx...... ^ 2 30.4-*1. REPAIRS DESCRIPTION f1 `�'@ S �°On c ref F&' -S - ``e..S - 200 £ c.1_, J(r G.-9- ALTERATION // DESCRIPTION �/ CI ! /17 - t+ •l�� � ' SO %N t..w. '" / T /e is ADDITION APPROVED SUBMITTED TO PLANNING BOARD REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. I ISSUED I BY I TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE BUILDING INSPECTION INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION ROOF BEAMS & LINTELS POOL FRAMING AIR COND. FINAL CLEAN UP SLAB SLAB PLUMBING PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. I DATE FEE $ NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTIC TANK $ SEWER $ SOLAR HEATER $ GAS $ S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING TUB & TOP OUT SEWER SEPTIC TANK SOLAR HEATER FIXTURES GAS ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. I DATE FEE $ NEW BLDG. • I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TE P. SERVICE ROUGHING -� -_ H. W. HEATER CONN RANGE CONN. -_ FIXTURES & FINAL APPROVAL TO POWER CO. FOR SERVICE DATE BY PIGGYBACK: ALL LUMBER #2 Southern Pine i` rbc * Use 3x8.Trulox NAIL PLATES with 4 nails each•`• member near fade, _same number required on far face. use - 0.113,'x1 4" Fillet Head "T" nails'_or equal. * 2x4 Continuous: Lateral Bracing © 4'6" on centers maximum,- spacing. Attach to each top chord with (2)46d nails. #11 Hip 31'0" 910" W II #8 Hip 25'0" #7 Hip 6 Hip 21'0" #5 Hip 19'0" — _ __ --� _ 1:1 — 1-- - —t-- -& e3(• Trp .) 3"2-4 #4 Hip 17'0" :C 3 -4.5 #2 Hip 13101, aa--� ff..�. 12 Verticals Q 6'0" o. DIKING connectors are 20 gage galvanized. steel and .ball be applied to both faces of trues at eaeb joint. PI t T.ball be located as sbown,.eitber cantered, or located by circles .(o) or dimension.. Tolerance of up to 104 of given, area is permitted. GU ING and PAORICATING requires equipment which will produce snug - fitting joints and plates. OVERALL I.FNGGTO assume a bearing each end. Bearing widths up to 8" may be used, permitting an, increase in overall lengyth up to 8 ". DESIGN STANUANDS conform with applicable provisions of "National Design Specification for Stress. - Grade Lumber and Its Pastentnga "• ( NPPA ) and Design' Specifications for Light Metal Plate Connected Wood Trusses "' I TPI ). fttl.D BRACING. is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Parma. erecting trusses are cautioned to seek professional advise regarding erection bracing which is always required to prevent topp ?ing and doisinoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened iu a straight and plumb position. Where no sheeting, is applied directly to top chords, they shall be braced at t' -0" o.c. max. Where no rigid ceiling - is applied directly to bottom chords, they shall. be braced at 10' -0" o.c. max. Trusses shall be handled with reasonable care - during fabrication, shipping, -and erection to prevent excessive damage. oaa ing Top Chord 45 psf tot Chord 10 psf Tote Load 55 psf our. Factor 33 +% Spacing 2'0" o.c. TYPE PIGGYBACK * Use 3x8 Trulox NAIL PLATES with 4 nails each member near face, same number required on far face. Use 0.113 "x141! Fillet Head "T" nails or equal. 5 -7.2 Ripped From 2x10 #2 So. Pine s rbc #3 HIP 15'0" #2 HIP 13'0" - j 12 -�4 See Drawing #V61,671/2 for trail; bele'W VIKING WINING connectors are 20 gage galvanised steel and shall be applied to both faces of trues at each joint. Ptebali be located as shown, either centered, or located by circles (o) or dimeostons. Tolerance of uy, to tOE of given area is permitted. QyTTjNG and FAR CATING requires equipment which will produce .snug fitting joints and plates. OVERALL LEN Q"!'II` assume 4 bearing each end. Bearing widths up to B" may be used, permitting an increase in overall length up to g ". DESIGN STANDARDS conform with applicable provisions of "National Design Specification for. Stress - Grade Lumber and Its Fastenings" ( NVF* ) and °Design Specifications-for Light Motel Plate Connected Wood Trusses" ( TPI ). FIELD BRACING is not the responsibility of the truss designer, plate manufacturer, nor trues fabricator. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which, to always required to prevent topp!in and dominoing during erection, slid permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight wad plumb position. Where no sheathing is applied directly to top chords, they shall be braced at 3'-0" o.c. max. Where no rigid ceiling is applied directly to bottom chords, they shall be braced at 10' -0" o.c. max. Trusses sba11 be handled with reasonable care during fabrication, shipping, and erection to prevent excessive damage, -. Dr.B AP Chkd.B oae �.ng Top Chord 45 psf Bot Chord 10 psf Tot. Load 55 Esf Dur. Factor 334% Spacing 2(0" o.c. OAG Date3 20 74 e rbc 1ck,.ti:'�.+•hGYS!41r*is?M.r a ,,tte∎Wi -^W ,tt,Se :.t COMMON JACKS Top Chord : 2x6 #2 Bot Chord : 2x4 #2 Webs : 2x4 #3 HIP JACK Top Chord : 2x6 #2 Bot Chord 2x6 #2 Webs • : 2x4 #2 ** Southern Southern Southern Southern Southern Southern Pine. Pine Pine Pine Pine Pine * ** 3 -4.5 5 fi ti, .:iii :.^::f+!"{nx,Y:3s'°+3V.• "r. T,Y' .W.R?:G.4;jYrYa - a .!"#'ti�a's3 s'?h' ,'�w�.'~tS +�-`° +YF?�3pjlt * Provide .Connection for, 660# Up. or Down ** Fasten with 2 — 16d Toenails * ** Fasten with 3 "-• 16d 'Toenails HIP JACK 6-9.9 14-" 3 -1.5 .3 .* * 12 3-2.7 3 -2.7 5'0"_ ox _6'0" 3 -6.3 11'O" VIKING C HECTORS Aanfmg lanaistafa are ao gage galesnisid steel and shall be applied to both faces of truss at Boob Joint. 'iigttis shall be located as shown, either centered. or located by circles (e) or diaeasiocs. Toluenes of up to TOME 'et given area is permitted. two and Q*!hl ATINO requires .quipaeat which will produce runt- fitting .tats and plates. sesame 4. teeriag each sod. Bearing widths up to 8" say wattling used, wttling an i in east% up to 8 ". ppES ON STANDARD$ confer, with apppyI cable proeialons of "Notional Design Specification for Stress ...erode Lumber sad ts Putout l NPPk) and Desip gpo iiftostlons for ldgbt Hotel plats Connected Toed Trusses" ( TPI ELD CI is net the responsibility of the truss designer plate manufacturer, oar trues fabricator. Persona erecting trusses ess eautienid_to -seek professional advise regarding erection bracing which is always required to prevent toppling and dominoing during loo and permanent brse/og which may be required in specific applications Trusses shall he erected and fastened io -a straight sad plumb position. Urn no sheathing to applied directly to top shards, they shall be braced at )' -0" o.o. ass. There no rigid coiling is applie directly to bottom chords, they shall be braced et 10' -0" o.o. man: Trusses shall be handled with reasonable care daring fabrication. shipping, and lye dosage. woi+'YV.W "23sr.. 4vk'(;NY. rl %` ^i °J•irl L �', : +ti r,. 3n H.. rcv.%OCE. J'n�ir:�'� ?bP.t'Yxluif G..i,t*§K , �M4ceo lalE•'N >o.. M.'*4:'!t. iryH�a <.r; oading Top Chord 45 psf Bot Chord 10 psf Tot. Load 55 psf Dur. Factor33+% S .acing 2' 0" o . c . uitvc.rs:,e:,har, rcmtume�nr Drwg. Y611072 PITCH 4 12 TYPE JACKS f Top Chord Bot Chord : 2x4 #1 ,}O Southern Pine Webs 2x4 #3 Southern Pine except as otherwise shown. sourim 2x6 #2 MG KD Southern Pine 9-9.9 * 1x4 Continuous Lateral, Bracing. Attach, with (2) 8d nails. 1" 7 -8.1 "12 a 9 -7.2 5 -9.0 44-5,4 g 5'O 3 -4.5 VIKIN CON CT MIMING connectors are 20 gage galvanised steel and shall be applied to both. faces of truss at each joint. PiaTo shall be located as shown, either centered, or located by circles (o) or dimensions. Tolerance of up to -. 104 of given area is permitted. CUTTING and FABRICATING requires equipment which will produce snug - titting joints and plates, OVERALL LENGTHS assume 4" bearing each end. gearing widths up to 8" may be used, permitting an increase in overall length up to 8 ". PESIGN STANDARDS conform with applicable provisions. of "National Design Specification for Stress - Grade Lumber and Its Fastenings' ('NF'PA ) end "Design Specifications for Light Metal Plate Connected Wood Trusses" I TP1. 1. FIELD BRACING is not the responsibility of the truss designer, _plate manufacturer, nor truss fabricator. Persona erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent topp!iag and 'dominoisg during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. Where no sheathing is applied directly to ' top chords, they shell be braced at l'-0" s.c. max. Where no rigid ceiling i applied directly to bottom chards, they shall be braced at 10'-0" o.c. max. Trusses shall be. handled with -reasonab -le care during fabrication, shipping, and erection to prevent excessive damage. sax i:gN+ce: ;w`R'?'S t. ka. tln.'d1 .B AP Chkd.B OAG Date 3 20 4 oa• ing Drwg. V61 , 670 Top Chord 45 psf _ ,_.... Bot Chord 10 psf LENGTH 65'0" Tot. Load 55 p§f cur. Factor 33i% Spacing 2'0" O.C. TYPE CANT. a. 17 Top Chord : 2x6 #2 MG KD Southern Pine Bot Chord : 2x6 #1. KD Southern Pine Webs 2x4 #2 Southern Pine NOTE: 2 COMPLETE TRUSSES REQUIRED! Fasten together w /10d nails @ 12" o.c. throughout. 5 -9.0 7_9 91 r'1 rbc NOTE: This #1 Hip designedto carry 11'0" jacks which are cantilevered 5'0 ". 1 Hip 11'0" 6 -8.1„ 9-9.9 _! 3 Equal Panels r-tf 5 -6.3 9 -7.2 * ip 4 -9..9. ■4 Alt.--------7-4P. lt. 16" big. ,.r" 6+, brge Brg • j 12'2" Cant. @ one end VI.' C CT 65,0" only 3 -4.3 WIK Fy connectors are 20 gage galvanised steel and shall be applied to both faces of truss at each „joint. Plates shall be located as, shown, either centered, or located by circle. (o) or dimensions. Tolerance of up to 104 of -given area is permitted. CUTTING and FABRICATING requires equipment which will produce snug— fitting oints and plates. Oi' BALI. I.EN TRS assume 4 "' bearing each end. Bearing widths up to 8 "' may be Used, permitting an increase in overall length up to 8 ". pvslom STANDARDS conform with applicable provisions of "National Design Specification for Stress - Grade 'Lumber. and Its Pastenings" ( NFPA ) and - Design Specifications for Light Metal Plate Connected Wood Trusses" - I TPI ). FIELD BRACING is not the responsibility of the. truss designer, plate manufacturer, ncr truss fabricator. Persons erecting trusses are Cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. Where no aheathieg is applied directly to top chords, they shell he braced at 3' -0" o.c. mac. Where no rigid ceiling is applied directly to bottom chords, they shall be braced at 10'-0” o.c. max. Trusses shall be handled with reasonable care during fabrication, shipping, and erection to prevent excessive damage. Dr.By AP Chkd.BZ Loading. Top Chord 45 psf Bot Chord 10 psf Tote Load 55 psf Dur. Factor333% Spacing 11' Setbac 0AG Date 3 20 74. Drwg. Y61 , 671/1 LENGTH 65'0" • Top..:Chord Bot Chord Webs 4 A, +5Y4+F3"4' ."i k',. ..14,4 6 iA q_ 444,5''40 VI5 FNE, ?i' -."1i 2x6 #2 MG IUD . Souther inPine 2x6 #2 MG Southern.!Pine 2x4 #2 Southern Pine #2 HIP -- 13'0" VIKING IMING connectors are 20 gage galvanised steel. and shall be applied to both fence of truss at each joint. P a as shall be, located as 6 own, either centered, or located by circles (o) or dimenaiens. Tolerance of up to. 10% of given area • is permitted. CUTTING and PA�B.iCATING requires equipment whichiwill'produce snug - fitting 4oints and plates. OVERALL LEN�r4HS assume 4 bearing each end. Bearing widths up to 8" may be used, permitting an 1 In 11 length up to B ". DESIGN STANDARDS conform with applicable provl.lons'ot "National Design Specification for Stress — Grade Lumber and Its Fastenings" ( NFPA ) and Design Specifications for Light Metal Plate Connected Wood Trusses" ( TP1 ). FIELD BRACING is not the responsibility of the trues designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cauttoned.to seek professional advice regarding erection bracing which is always required to prevea toppling and dominoing during erection, and perasoent bracing which may be required in specific app lltas lone. Trusses shell be erected and fastened in a.ot;aight sod plumb position. Where no sheathing is applied directly to top chords, they shall be braced at l'—O" o.c. max, Where no rigid ceiling is applied directly to bottom chords, they shall be braced at 10' -0" o.c, max. Trusses shall be handled with reasonable care during fabrication, Shipping, and erection to prevent excessive damage. 4 .�5 3'1 TiFY�+•�... .B AP Chkd.B psf psf sf 'ITCH 4/12 TYPE CANT HIP MIAMI SHOD- ES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No 1 v Z ? Date.. :.. Z 3:._ Application is hereby made for the approval of the datailed 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 work. ?7 Owner's Name and Address.....' ���-�s� No I (fS d„ � Street /613 Registered Architect 'and /or Engineer Employing Electrician's Name. SPY 'i k /e°c 4 10. No 1,93,c fi14.� strea Location and Legal Description Lot. L Block Subdivision Street and Number where work is to be performed No / (S /ilk Street /0 ,3 State work to be performed and purpose of building (By Floors) New Building X. Remodeling .Addition .Repairs. No. of Stories. Service � Overhead Underground Size Feeders. V° ConduiLe2 £..Main Sw .Amps. 02 43 .Main Fuses _....Amps Type of Installation— Conduit. Tubing....,R B.X.L .Metal Moulding C' Amount of Permit $ ` (Signed) Ele Eal Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatio �'as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Perm t Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees `Y employ only such subcontractors, on work to be performed unde permit, as are licensed by Miami Shores Village. (Signed) STATE OF FLORIDA, COU 4TY OF DADE. j es' Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly suborn, upon oath deposes and says that he is the _..._ ...._._............._... the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts -,rein by him stated are true. My Commission Expires NOTE: A reinspection fee of $1.00 will be materials and /or workmanship. Notary Public, State of Florida de when such re•iaspection is made necessary by improper notice for inspection, or faulty SWITCH OUTLETS LIGHT OUTLETS PLUS RECE•P•TS FIXTURES NO. LAMPS REFRIS OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CF.IBT. 020 .2 e) 30 /, - / if-Iif-I.(' °I 6 : 7 ( on= ENT. SW. DIST. CAB SERVICE TEMP. SERVICE PERM. f) �' ! / ® �q {1'1✓ ��j MOTORS 0.1 HP MOTORS 1.5 HP NEON TRANS. iC1,44 y! RADIO '�►'i'GV++ __ TOTAL CONTR. LIST / CHECK Service � Overhead Underground Size Feeders. V° ConduiLe2 £..Main Sw .Amps. 02 43 .Main Fuses _....Amps Type of Installation— Conduit. Tubing....,R B.X.L .Metal Moulding C' Amount of Permit $ ` (Signed) Ele Eal Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatio �'as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Perm t Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees `Y employ only such subcontractors, on work to be performed unde permit, as are licensed by Miami Shores Village. (Signed) STATE OF FLORIDA, COU 4TY OF DADE. j es' Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly suborn, upon oath deposes and says that he is the _..._ ...._._............._... the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts -,rein by him stated are true. My Commission Expires NOTE: A reinspection fee of $1.00 will be materials and /or workmanship. Notary Public, State of Florida de when such re•iaspection is made necessary by improper notice for inspection, or faulty 17 5 0 1 2 5 1 5 0 1 2 5 1 7 5 1 7 5 5 7 5 1 2 5 1 2 5 1 2 5 2 5 0 3 5 0 1 2 5 3 5 0 4 6 2 5 * .L EN•G•I•N•EER LG ENGINEERING SERVICES, INC. Consulting Engineeirs 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649-6454 Fax: (305) 541 -329il December 6, 2005 Advanced Construction 645 West 65 Drive Hialeah, Florida 33112 Project: Dear Sirs; TILE UPLIFT TEST Residential Home 485 Northeast 103 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: December 1, 2005 Roofing Contractor: Advanced Construction LG Engineering Services, Inc. Project Number: LG05 -3202 (Testing Laboratory Certificate #00- 0224.07) In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Coltera Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and comer were physically examined. MIAMI S O S VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date -I l 128 ‘6 Type Insp'n f C- / 'ac JOISAS Permit Ni 1 4 N 9 Name � ' A - ! A Address 4t5 CompanyAr>"4=k+l1'1C�. Phone # (-7 6'/ 3 0 c=. - a, 6 X15 Inspection Date l [ I �� ) c Correction Re- Insp'n Fee LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. /'Mo . amad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 485 Northeast 103 Street Miami, Florida Report of TILE UPLIFT TEST for Residential Home 485 Northeast 103 Street Miami, Florida Project Number: LG05 -3202 ws, 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass LG Engineering Services, Inc — Tile Uplift Test Result — Project Number: LG05 -3202, Page 1 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result — Project Number: LG05 -3202, Page 2 NORTH 64' I 120X, woe 151 LOCA1ION5 ANn t711VEN510N5 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /18/2005 Building Permit Permit Number: BP2005 -1499 Page 1 of 1 Applicant: MARIA Owner: HEGYESSY JOB ADDRESS: 485 NE 103 HEGYESSY MARIA ST Contractor ADVANCED CONSTRUCTION SERVICE GR0C81gtllllibtor's Address: 5910 SW 93 PLACE Local Phone: 305/244 -7501 Parcel # 1122310150190 Legal Description: MIRROR LAKE SUB PB 56 -15 LOT 19 LOT SIZE IRREGULAR Fees: FEE2005 -13696 FEE2005 -13697 FEE2005 -13698 FEE2005 -13699 FEE2005 -13700 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $350.00 $12.60 $4.20 $8.75 $6.00 $381.55 Total Fees: $381.55 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/15/2006 Construction Value: $21,000.00 Work: RE -ROOF CT'0FAO Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 445 Nov 0 8 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Buil ding Inspection Request Dates 4 05 Type Insp'nP • Permit No.. f Name MA-12-1 A y ij Address S Compan i.JG =71 o N Phone # Inspection Date Approved Correction Re -Insp' n Fee SECTION 1524 HIGH VEs. �� HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS this section, it is the responsibility of the roofing contractor to provide the owner with t, and to explain to the owner the content of this section.. The provisions of Chapter 'wilding Code, Building overn the minimum requirements and standards of the industry for stallations. A .'tionall/ the following items should be addressed as part of the agreement er and the «n or. ' e owner's initial in the adjacent box indicates that the item has been p: The workmanship provisions of Chapter 15 (High Velocity Hurricane that the roofing system meets the wind resistance and water intrusion ce) issues are not a consideration with respect to workmanship or architectural appearance, that are not part of a zoning code, should n the owner and the contractor. 1. Aes Zone) are for performance provisions. A be addressed as p 2. Ren renailed in accor Building Code. (The : When replacing roofing, the existing wood roof deck may have to be current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 61;k5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. NAls 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. s Signature 10 / 13 / 03 Date Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. � _ ` Process No. Contractor's Name u Ye r .p- ci 11/4T-TILAI c2T2i WC( Job Address 14- 8"-S- . E j o .�" 5 "7" �' A W' ` S 17.-1A ROOF CATEGORY / ❑ Low Slope ❑ Mechanically Fastened Tile tld Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof I!2 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. MIAM RES VILLAGE NOV 0 8 2005 BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Date1114-105 Type Insp'n 14C:77— MCP' Permit No. gyPos ` / 4q9 Name M 442_1 A `t' N1 Address 4-E5 ! 0E `3T Compan DV 1 � 4S- rtjZUC'�'tc� I (76 Phone # Inspection Date I Approved Correction Re- Insp'n Fee { Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. i Section D (Steep Sloped Roof System) Roof System Manufacturer: C f2A- r, �� Notice of Acceptance Number: - 0 04 — C) L( Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3.2-C P2: / P3: f6= Maximum Design Pressure (From the NOA Specific System): 3 g,--1 Method of tile attachment. Po I Y co A AA Roof Slope: : 12 Steep Sloped Roof System Description Deck Type: sis Ptywoo4 ype Underiayment: Insulation: Fire Barrier. Ridge Ventilation? Fastener Type &Spacing: t /15. I`P� `t dhesive Type• 4s p rho (-r ype Cap Sheet Mean Roof Height: ( 2 90 {RCK/ /I1/ °r2 CO 11- E. 0-A 5�`l oof Covering: Type & Size Drip dge: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mt If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: t.f-j° xxC 26? = life )- Mg: trSif =Mrt 32.4 NOA Mr 51: 7 (P2: z )49 -2z =gS, ®f )- Mg: r. Sir =Mr2f4ai'3 NOA - g<7 j_x74.0a$ =2S. 0/ ) -Mg: .. =Ma iL.41? NOA Mt 'Tr. '7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Mr Required Moment Resistance' Mean Roof Height --Do Roof Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6. 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the F,. values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : x l: = x w: = ) - W: x cos 0 :• = Fa: NOA F' (P2: x l: = x w: = )-W: x cos B.• = Fa: NOA F'_ (P3: x 1: = x w; =' ) - W: x cos B.• = Fn: NOA F Where to Obtain Information Description Symbol Where to fmd Design Pressure Pt or P2 or P3 RAS 1/7 Table 1 or by an engineering analysis prepared by PE -baud on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job-Site Aerodynamic Multiplier ). NOA Restoring Moment due to Gravity MR NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated . Average Tile Weight W NOA Tile Dimensions I= length ' w= width NOA All calculations must be submitted to the Building Official at the time of permit application. LU DING CODE COMPLIANCE OFFICE (iICCO) t'ROI)UCI• CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) dtt,\;'II- t)A1)E COUNTY. FLORM ' ,METRO -DADE; FLA-GL IR. UWI-DID LJp 11.1• :s C Ft,, \CLEIt s t•RIi i -. sUrri•: I C tsIfA�11, FLORIDA 33130- IS (305) 375 -29tH FAX (305) J7,5 -29 Costa Cast Corporation 4383 SW 70' Court Miami, FL 33155 SCOrr: This NOA is being issued under the applicable rules and regulations. governing the use ofconstruction rt ttier- I :11N. The docuntentatian submitted has been reviewed by the IICCQ.and accepted by the Building Code and Product Review Committee to be used in tMiairti attic County and other areas whin allowed by the. Authority I living Itrrisdi'ction'(A F%I a, This N■10A shall ncit be vali avfter the expiration• date stated below. ratan -. L 0k-county) and /or ttic AI11 (in areas other than Miami Dade County) reserve the right tai have this product Or materials tested for duality 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 AI'II may immediately revoke, modify. or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance. if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Colterrn "S" Roof Tile 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. TElti\IINATION of this NO.A 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. rNSI'ECTION: 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 consists or pages 1 through 5. The submitted documentation was reviewed by Frank Zulaaga, RRC NOA No.: 01- 090 -1.04 Expiration Date: 11/21/06 Approval Datc: 11/21/01 Page 1 or 5 a . ROOFIi"IG ASSht1'IIBLY AI'PROY:IL Ca tegory: Sub Category: Material: SCOPE This new rooting system using Coma Cast Coltcrr•a 'S' Clay Root' Tile, as manufactured Comae Cast Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami =Dade County. i=or the locations where the pressure requirements, do not exceed the design pressure values obtain by catdcultttions in compliance pliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based syste.rn. Irr OF tJt1 DI §t1 Rooting Roofing Tiles Clay • Manufactured by Applicant Cotterra 'S' Clay Roof Tile Trim Pieces 2. 1 Test Dimensions Specifications Length: IS" Width: 11" varying thickness Length,: varies Width: varies varying thickness Product I)c cr-ip tai on High profile, one - piece, 'S' shaped, clay roof PA 112 tile with a single roll. For direct deck nail= on, mortar set, or adhesive set applications. Accessory trim, clay roofpicces for use at PA 112 hips, rakes, ridges and valley terminations. Manufactured- for each tile profile. COMPONENTS OR PRODUCTS .MANUFACTURED I3Y OTHERS Product Rainproof II Ice and Water Shield Tile Nails Tile Screws Roof Ti lc Mortar ( "TitcTitcrm•) Test i)irncrtsions Specifications 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll Min. l0dx 3" IISx 21 1" lone 0.335" head din. 0.131" shank dia. 0.175" screw thread dia. N/A PA 104 Product i ascription Single ply, nail -on undcrlayrncnt with 2" self - adhering top edge. PA 103 Self-adhering underlaymcnt PA 114 Appendix E PA 114 Appendix E Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) Gcncric (with current NOA) Generic (with current NOA) PA 123 Prepared mortar-mix Bermuda Roof designed for mortar set roof Company, Inc. tile applications. (with current NOA) NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Date: 11/21/01 Page 2ofS Product Roof Tile Mortar (" Quit rote® Roof Tile Mortar It l 140 ") Roof Tile Mortar ("B ONSA LO Roof Tile Mortar Mix ") Roof Tile Adhesive (" Polypro4 A f-1 160 ") Roof Tile Adhesive Tilei3ond Hurricane Clip S: Fasteners I)irncnsions N/A N/A N/A Factory premixed canisters Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 '/" Test Specifications PA I23 PA 123 See I'CA Sec" PCA PA 114 Appendix E Product Description Prepared mortar mix designed for mortar set roof tile applications_ Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive c14:4igned for.aclhcsive set ra f tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips Generic . with corrosion resistant (with current NOA) nails. .Ianitfact ur-er Qu ikretc Construction Products (with current NOA) W. R. Bonsai Co. (with current NOA) Poly.foatn Products. foe. (with current NOA) Flexible Products (with current NOA) 3. LIMITATIONS 3. 1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, alipendix A. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall bc in compliance with applicable building code. 3.7 May bc installed.on slopes 7:12 and greater. 4_ INSTALLATION 4.1 Colterra 'S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118. RAS 119. and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Coltorra 'S' Table 1: Aerodynamic Multipliers - X (ft') X (ft') Direct Deck Application 0.263 NOA No.: 01- 0904:04 Expiration Date: 11/21/06 Approval Date: 11/21/01 Page 3efS ' • Tite Profile Colterra 'S' Direct Deck DirectDeck DirectDeck DirectDeck DirectDeck 8.58 8.44 8.27 8.07 7.84 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nall -On Systems Fastener Type Direct Deck Direct Deck (min 15/32" (min. 19/32" plywood) plywood) Table 2: Restoring Moments due to Gravit M. ft -Ibf 6 ":12" 7 ":12" 3 ":12" 4 ":12" 5":12" Tile Profile Colterra 'S' 2-10d .Ring Shank Nails 1-10d Smooth or Screw Shank. Neil 2 -10d Smooth or•Screw • Shank Nails. 1 .#8 Screw 28:6 41.2 5.1 6.8 6.9 9.2 20.7 2 .#8 Screws 43.2 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 23.1 29.3 27.6 38.1 20.7 43.2 23.1 29.3 27.6 38.1 2 -10d Ring Shank Nails` I 33.1 I 48.1 Installation with a 4' tile hoadlap and fastornors aro located a min. of 2'h- from head of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Adhesive Colterra 'S' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product. Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 29.37 Table 4A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Sin le Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Tile Profile Colterra 'S' Polyfoam PolyProTM Polyfoam PolyPror"' :1 Largo paddy placomont of 63grams of PolyPro' . 5 Medium paddy placement of 249 rams of PolyPro' . 66.54 38.75 NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Date: 11/21/01 ()age 4 of 5 Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Coltorra 'S' Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following st.ttetttcnt: "ttfiatni -Dade County Product Control Approved". 6. BUILDING PERMI"I' REQUIRINIEtN'I'S 6.1 Application for building permit shall be accompanied by copies of the following: This Notice of Acceptance. 6. I.2 Any other documents required by the f uilding Official or applicable building code in order to properly evacuate the installation of this system. PROFILE DRA \YIrNGS 1 1" - - -- --- COLTERRA `S' CLAY ROOF TILE END OF 'FI [ IS ACCEPTANCE ACE NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Datc: 11/21/01 rage 5 of 5 • Test Atertcv Red land Technologies Red land Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering. inc. The Center for Applied Engineering, Inc. The Center for Applied s Engineering. inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies B. CALCULATION/ Clticttlttlinn Walker Engineering. Inc. Walker Engineering, Inc. Test irlcrttifier 7161 -03 Append" 111 7161 -03 Appendix III 9.1 -053 I'cct Nnnie /Ilepurt Date Static Uplift Testing PA 102 Dec. 199 I Static Uplift Testing Dcc. 199/ PA 102(A) Static Uplift Testing April 1 994 PA 101 (Adhesive Set) 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 25- 709 -1 -9 25- 7094 -6 25-7183-4 25- 7183 -3 25- 7214 :3 25- 7214 -7. 7161 -03 Appendix If Letter Dated Aug. 1. 1994 PA Static Uplift Testing Oct. 1994 102 (4 " Ilea/Hap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw. Direct Deck) Static Uplift Testing PA 102 (I Quik -Drive Screw, Battens) Wind Tunnel Testing PA 105 (Nail -On) \Vind Tunnel Testing PA IOS (Nail -On) Test Report Evaltuited 25 -7IS3 25 -7094 • Oct. 199-3 Feb. 1995 Feb. 1995 March. 1995 t.farch, 1995 Dec. 1991 Aug. 1994 Ihttc March 1995 February 1996 NOA No.: 01- 0904.04 Expiration Date: 11/21/06 Approval Date: I1/21/01 E-1 • Calcul;ition \V;tlkcr Engineering. Inc. Walker Engineering. Inc. Walkcr Engineering. Inc. Walker Engineering. Inc. Test Report I;vttltr;ttctl 25 -7496 25 -7554 25.7S0 -Ib -S 25- 750 -1 - -t & 5 25- 7S4S -6 I) ;r tc April 1996 Dcccttiber 1996 Aerodynamic Multipliers April 1999 Two fatty Adhesive Set System April 1999 c. oTrrER 1. t'1TRMA Association Member 2. Notice of Acceptance number 01- 090 -t.0 -1 NOA No.: 01- 0904.04 Expiration Datc: 11/21/06 Approval Datc: 11/21/01 E -2 (5) I is 4. %5'1- 6-?Z g‘,57.- // MIAMI•SHORES VILLAGE APPLICATION FOR FINAL INSPECTION ,Prior to a final specti m this application must be filled out; if sub contractors have failed to take out permits the general contractor shall be responsible for the permit and fee. A final insp ction must be made prior to the release to Florida. Power and Light Co. and the issueance of a certificate of occupancy. OWNER � T �{ .� : , ' . S JOB ADDRESS � M347-.12---- LOT It? BLOCK _SUB. 7R0 LFfk. BUILDER ,d Q f4 ' N �� � r DAY LABOR CONTRACT DATE 19 ITEMS SUB CO TRACTORSD&ESUPPLIERS Architectural ee tans) att walks 3. Cabinets Bat '444 Cabinets - Kit 5, Cabinets - Med 6e Cabinets - Uni 7. , Cleaning dr ves etc., T p ' imemommorik ..4 immitimmlittrratorg hen tine Closet 8. Clear= _ Site 9. oncrete Fo 10. oncrete W. 11. Contractors Fee 12, Electric Fixtures 13. Electric Wiring +ui ent Rental 15. • Excavation idationSla•s;Beams_ s drives etc. 16. Fill for S1 17,, Floors - Finis 18. Floors 19, 20. 21, AVM r%rt ,► ra i , 'iia t 'l•*'! E .w•od & kitchen Terra'zo Gara :e. ' oors Glass din oors Hardware 220 Hardware 23. Heatin 24. Insurance ® L 5. Labor - Pa Finish Rou :h Mir 0 5 6. abor Contract 27, Labor - Contra t 28..Landsca•in:. F 11. Gradin 29, Lath Plaster Stucco .30, - umber All 31. Maso.• Labor 3 Maso. -ter >1s. Block 33, Millwork 34.. Miscellaneous 35. Ornamental. Iron Work 36, Oven & Plate - Built -in 37. Overhead 38, 'aintin: 390 Permits Tempo' ary 'ower 40. Piling (Foundation) 41e Plumbin: C fete 42. Pool Sw 43. Roof zn: & IAMIFIS E i e, Y I�Av- ® 4�. 111 NilialkilliMiraMin heat Metal Work 44. Roof - Trusses 45, Screen Enclos 46 Se tic. Tank o 47. Shower or Tub Prefab, e8 closures 48 Steel Reinforcin strl, 49 S ervision 50, .Surve s 5 . T & Marble 52. -7151111111111111111111111L1 • L%-=PriENCIIEMMIrelft7MIWE -"w � ti . �►'!4i x.11 1P..C4c., 53. Water - Well :,Pump 54. Windows Gla4inng & Screens 55. Window Frames - Concrete . T, 4E Cr!'t °6x 644.,•0441811.0. CONTRACT' OWIfFig-k. %VFLpe THIS LICENSE MUST BE DISPLAYED IN A CONSPICUOUS PLACE A PENALTY IS IMPOSED FOR FAILURE TO KEG THIS LICENSE EXHIBITED AT YOUR ESTABLISHMENT OR PLACE OF BUSINESS ABBOT 0016W, Village ,,,t.,c.,3,, ,:.�� License 4,.. _ ,Ar.r.„ ,,,,. 0, NV=' 1481 THIS LICENSE EXPIRES 19___ In consideration of the sum of Dollars ($ ) Paid to Miami Shores Village, Dade County, State of Florida, is hereby licensed to engage in or operate the business of MIAMI SHORES VILLAGE, FLORIDA Date Issued By THIS LICENSE NOT TRANSFERABLE WITHOUT THE APPROVAL OF THE VILLAGE MANAGER. ABBOT 0016W, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) ; "' " -� 72 It U. w OCIT1I72O5 ,'.' Mai BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Permit No. - ! 4cG ter Permit No. Mechanical Roofing Owner's Name (Fee Simple Titleholder) ZO / 8 M A43( E$thone # 3o1-- 7 S7 -S-c? 4 g" Owner's Address q as-- At ice' /0 3 S --/- 44,14,4,' -S°'44-o /2.,` City State F C Zip ;c / 3 Tenant/Lessee Name ` 0 0"' C Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Phone # VP's- 4'E /6,3 S� Zip .33 /3g Contractor's Company Name 4211,1 tile e c/ Cery tJCTTA4/ Phone # jOS" —? -(( 7S-0 f Contractor's Address S) / C) 5 W '14 u 1. City A M; State L Zip 3 (11 Qualifier 3 e Ow. Y■2 ca Q State Certificate or Registration No. C.4 C. Do I'115 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permits 2- i d n b a 6 Square Footage Of Work: Li 49-0 Type of Work: ❑Addition Describe Work: ❑Alteration ❑New Repair/Replace El Demolition 'E" " I20Gtl PsJC * * * * * * * * * * * * *** * * * * * ** * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * ** * * ** ** Submittal Fee $ Permit Fee $ --) L CCF $ 2. - n CO /CC Notary $ Training/Education Fee $ 4 - 2-0 Technology Fee $ E . -IS Scanning $ fo . Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 313 ! • (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. )(Signature Owner or Agent The foregoing instrument was acknowledged before me this t' 1-1 day of —"t' , 2tkf';'r, by Nk6,C( v 4 C F& £ tt . who is personally known to nie or who has produced H2.2- 0 - % '° g aientification and who did take an oath. NOTARY PUBLIC: Sign: Print: PIA My Commissi MA /y COt EX LANCE sided Thr o Notary Pubic Uiae^.a'ute; . * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Contractor The foregoing instrument was acknowledged before me this 17 day of �GTO bCyt, aor, by /4/ 12414 66 AMA who is personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: * * * * * * * * * * * * * * * * * * * * * * ** *> tier***********:****** * * * * * * * * * * * ** * * * * * ** * * * * * * * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * ****f/ ************* * * * ** **** 9* * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning