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1255 NE 93 St (10)INSPECTIONS DATE BY RE- INSPECT BY RE-INSPECT BY FOUNDATION (' , fi- i = y g r �. TEMPORARY SERVICE JIC ,c —I a - SI l."1 ti 71 BEAMS & LINTELS 01 cafe, >• � to b' a-7— / ®—.fie .-JJ S FRAMING $ GAS 6-CAlb - ® e,,,/fl4 1,— INSPECTIONS DATE FINAL RE- INSPECT BY RE- INSPECT BY ROUGHING 6- 2.o✓/JJ TZ o ✓C o, z £,?7y_ CLEAN -UP - C.-42. AI- II -f I- 7.0,. -S1 aaI„ . 4 T, .___1,+b SEWER CONTRACTOR L E - 4 L pc.J .-ri 4 /4 7( j P , HONE FEE $ i A C r J 7 12 PERMIT NO. 6 1 1 g I DATE / °-- Z- S NEW BLDG. yC 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTIC TANK gm2ja./ /24.9 E S€ 7 T /C - S 4 3 SEWER S SOLAR HEATER $ GAS $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING 6- 2.o✓/JJ TZ o ✓C o, z £,?7y_ ' 1 OZ l - C.-42. AI- II -f I- 7.0,. -S1 aaI„ . 4 T, .___1,+b SEWER H. W. HEATER CONN SEPTIC TANK &IS.. 7e gl.- i 2 -4' - S7 RANGE CONN. SOLAR HEATER FIXTURES FIXTURES & FINAL CONTRACTOR /32 E ZG iG 7 2. pc--_, PHONE y FEE Sfsa• V� PERMIT NO. 4 g'R DATE / Z. -C� - c� NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. • $ MOTORS $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE-INSPECT BY TEMP. SERVIC EWE [(Aetriie E[ &(/2K.. "MAN s.✓. I- 7.0,. -S1 aaI„ ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL r BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY OWNER'S NAME OILBERT STUT PRESENT ADDRESS 1031 N.W. 112th $err. LICENSE NO. PHONE NO. • JOB LOCATION (ST. OR AVE.) LOT _ 1255 N 93rd Street f7 les : N 25°, i BLOCK La 2 SUBDIVISION Block 1 Bay Dole GENERAL CONTRACTOR DE BEN cowsPM O d CO_ ADDRESS 1116 N.W. 112th Street PHONE NO. LICENSE NO. t • 1999 (. - •- - BUILDING PERMIT NO. 6053 DATE 9-18-57 P ERMIT FEE $ 38.00 BUILDER'S BOND NO. 2188 DATE 9-18-57 ZONE R22.5' EQUIREMENTS 22500 CU. FT. pool TV 2000 C _ PLAN CUBE 31152.52 CU. FT. EST. COST $ 34000 C r l' l' i ,' '. t ' ' DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: C. H. Markel DATE 9 -18 -57 NEW CONSTRUCTION TYPE CBS STORIES 0?\T ROOF CONSTRUCTION TILE INTERIOR CONSTRUCTION 2 Br , 2 Paths, REPAIRS DESCR IPTION Swimming Pool, Terrazzo Floors Tile sills and Baths, plastered Walls ALTERATION DESCRIPTION and ceilings, wood base and trim ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS I" I. _ //�,�, -- CERTIFICATE OF OCCUPANCY NO!+'6 / r r ISSUED J�/5 BY �.� , 6 Sre, o �. TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE REPORT" OF: • a �' • t 0 0 Q a a • • C Cr"V WINGERTER LABORATORIES, INC. a 0 Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA c �i. X - a5� � -': -.S -_ •. •i. a ' Q E 1 F ORDER NO iT a pp..* # • . uirtrtiont:4 „, As a mutatt protection talients, the public and ourselves, a - 11 reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. L. REPORT" OF: ts, • E r ) , - - 2 WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA `. 4., A '-4-` / 4.L L (..,. ..1 . ' I ') ? 40 4 61-, 4..4 •C_.1, ( ' (() / ■:. cP ,, ,‘..) • ., ,...4„. o•:, ,;.\, 4 ..., c.- 4 60 4J 4 ., , ■.',.> ; &..,... ,, * 0 0 ' 1 6 . ) 7 .4 ,.), .1 '(, 4 ,,,,, ,. , at r.- E: # . . / l . " ) C - -1 ■ / C- , )fl .1 ..,, ) ( * • ...., .4. v , 9 <4. 110 „ . 0 1 () < < 3 1 *1 r•-• dk:, (rib-) ORDER NO t...t, .) F 4 ..) „ .' , ./, :', , \ '''■ ' ) A. ) loV',.) ' ' Ir , <1 i" a( <•kt- .. r - ,. , r +1 " a ' ," 0) .. =..., 0') z_.'4.•;,) ,.:(Ii: / . e e) () (--,,,. $ K . ▪ r ' ,\ a T't ''' -) r' (:),;,', ,.',.:7,J a::,'6':, <X 11Z/1 • 6%. • rp < t7c) L e e As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. REPORT OF: • ;.,i, ‘,, • • * * * • • * 1,- • * 0 • • • ,..-) • • • 1 ' 1 e, , • • I ' 0 ■', • • 2 c • i r , ) ,•''' • 4 • .0 4, A„. - WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA 1- • • 1 O • • • • • • • • • • • 1,0 004 0 • 0 • • • • • 2 -) • a • • :161,11 Or, ..Z zt a- c.. f's ORDER NO • s o 1 , * • • ,,,..) • • o • • • • • • ,,,, • ..i, • P • • i • • to • 3, 1 3 .• m t i ( r Pr.'. 17 0 a • • ,....- • „.1 ,,,,) ( (...e) .. -/ c. r/ r),r r/ 0 ) , 1 (,,) r (• . c•) ( (' •., ; cy • ;-) e,..e a,T C , r, r• e ' '01 ( P 4=:; 0/ OP. ( e?,:.;= . r..0 r ,, .,- ' ::: L,),,5 1) ,,L,.•) 04..... As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fur publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. REPORT" OF: •."`" ‘ `/, ,- e A ' A " ; ' ) r' • (tr • • WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA ():7 rrr- ri :LC- ' 2tt IncLI Cy 9 • 9 3 e e it • * e e • • • 9 • 3 e 9 * 40 o • 3 9 9 9 e 3 • co 1 .... ,--) 9 • 9 e o • 3 e 3 e 9 e 1 O ) 9 * * to e e e ) ot --, • f, ...., to 2 r..) 9 ,, , 44..., ,-, , (,).. ,.._ L t , '1 ,. ,r . . . . . 0 IS P., 3 . C-10 fl 7 ORDER NO tar,. t tt ot-d. tilt,lt VS. . C MI re. tr, As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fur publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • • • • • • • • • • • • • • • P,E3 • "ii!) ::,1,7) 21 i) ..,.. ''..:;'; :' I) ,i„.(:2■ . ..i.,Q X ), 1 e) --. J,- 11 : ''', e' Eili ' 7 V ' ' C cc r .) r' 2 d• ) 'Z:2 ,),, . : c„ • , ., ,. • ,, , , • ,,, c,,.... • c„., ,.., •,-.) , f , (, .',, ,,, d d ;) ;.2 c , J - • , .,e, f4.2 Pi'.,!`". ';' `i) , -±".•(:,) :ii_„2 `,L3•C', Z .1'.,so ',IA.:, 10. '-; 11 .d)-:::) Permit Type (circle) Contractor's Company Name Contractor's Address City Qualifier (Continued on opposite side) C( v 6 iV State Ct VV\ . $ Value of Work For this Permit Type of Work: ❑Additi n Describe Work \ a_-,e Total Fee Now Due $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PD Po rt PERMIT APPLICATION' IL Master Permit No. FBC 2001 - NIC, • Electric Plumbing Mechanical Roofing V `/ �1 t & C f' � Owner's Name (Fee Simple Titleholder) C .. CA 15 �/- Phone # Owner's Address City ce,v 5 State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) (a5 N R F-; G 3 51- City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Phone # ration ❑New * * * * * * * * * * * * * * * * * * * * * * * ** ***F * * * * * * *t Submittal Fee $ Permit Fee $ /110 Notary $ Training/Education Fee $ ii 7 P Scanning $ 3 — Radon $ Code Enforcement $ Structural Plan Review. $ 'S 3 Phone #(305) 7 3 �e7 y 3 — Zip $3/ SI iclart I crvv k i -17r W vh k"11(7)->--4} Bonding Company's Name (if applicable) Bonding Company's Address 4 - 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 reinspectio� will be charged. Signature �Ilia -- _- -- —. Owner o Agent The fore oing instrument was a • owledged efor me 's L day of , 20 by nko ittl NCI who is P erson. known to me or who has produced NOTAR Sign: Print: Chc 10/14/03 As • atiotoataihsvii an oath. Nf)TARYPiratr.iC Commission #DD231984 ::• MM �.:i..4.41111161;ZilattTik. — � Sign: 1 My Commission Expires: **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Certificate of Competency Holder) Contractor The fore ing ' . ent was acknowledged before me tkis.S day o , 2003_, by who is personally known to me or who has produced P 1s.) )0 b_3 My Commission Expires: as identification and who did take an oath. ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. Certificate of Competency No. *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEC 1 12003 Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDIMG DEPARTMENT 305- 795 -2204 1 Buil.ing Inspection Request Date 1 1 Type lnsp'n lJ I P I -"`y Permit No. bei 9QO3 - fl Name PCIGC ( I `G Address N? C 1z 5+ Company Phone # Inspection Date I ' D-... 1 \ S Approved 41 Correction ❑ Re- Insp'n Fee ❑ pr o P ewe_ ( � d :J44� Ja�< Permit No. [3P 03 °1 Name C /4 Address )ASS 93 5'r Compan F /6, '- - M Type Insp'n Phone # Inspection Date Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ' %j ""\Q ❑ Rirryn ❑ roe- toLco I Cce tpbsA 6 a ei%. ' f Pr t`L.I c� � cdsz.r. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui ding Inspection Request Date a- Type Insp'n arrtl. iC4 Permit No. PP OS- U U Name ?UJ I I ttG Address P-S S t i _ 1 J S I Compan ' 1 -C 6Icic1 Phone # Inspection Date Approved G j 7...JtSi Re- Insp'n Fee by e_cect/cy MAP OF BOUNDARY SURVEY..S \D r e g ttt re p 55 / limy/ S-` L.o4 e s Bay t w fae -/c • Ne5044 3'E _ di P°' A/ Y Y 0 /% � F 9 3 £T. G/` So ' 2/✓ - BASS OF BEARING SYSTEM WHEN SHOWN REF_A 70:, ij4 Sx o1.= - > /- e W1.'/4. d L-Od TYPE CE SURVEY; BOUNDARY • t/ T5o.t Opel) a:_ F1Pl^is. PROPERTY ADDRESS: /e5S /V y.3 SreE 7_ / /.4/y/ sf•102 Es ` �- SOURCE OR LEGAL DESCRIPTION: G /ZA E3 a= r)-+ y C'.4L1./D LEGAL DESCRIPTION LOT 7 GrSS ►✓ 5 - s e j 25 f6Er A ,JD Ler S LES 3 EA5TE/Z •� 25 �E BLOCK SUBDIVISION ui ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF M14r/1- .oq OE COUNTY, FLORIDA. 7S FLOOD ZONE INFORMATION 1. COMMUNITY NUMBER /20 452 • • ARC C4TANCE AC • A14 CO•NCITICNE. PAC AEP4 . ASP.'ALT 9 • 9E.APING 9B • HEAPING 9L..G • 9L'R :•:G BLVC • 9CLLEwaC Bu • RENO-. VAP1L • CLPVE C8 • CAT. BAS*1 C95 • CCNCPET E 9LCCK STRUCTURE �• _;,P9 AND GUT C. • 7•CP: :STANCE .::PCE C■-9 • ::CPC BEAP • AAP • CENTER LINE • GF .0 A!VLN+[FENCE :C N C • r,..NC Pr E :S • CCNCPE - E SLAB /W.- 3 /-0 C 4 ;Z A (4.1 - i 6) 2. PANEL NUMBER C' • CCLFrt CCw • S LIT OP.LL ICLE D • CEED :IS" • ■STAN:E E • EAST 5LV • EL Ev * ^Cn ENC • "ENCFCAC'VEM ES‘' • EASEYEM ET' • ELECTP;C TPANSFCPIAE. PAD F •FCL'+C E • •CLVC :P•LL ••LE • .-.S FLOC. ELEVA'CN P. • c :PAM P.P • %CLNC P(Yd °IRE V • % "UNC %A d. %•■ • FOL•+C VA 1. A:'SC ENC • %OLNC •••L 9 :'SC ca • cCL•O FPA . FPAVE M • FE • -E'G ••T rt ■ 9 •2T Z ,2. 7F /res� 7V - � A 1-1,41Z21�� /f .cJ /h)7'62G�F7 7 �4 ✓� ' Sso4 3 A,r/o O. 4---5s/6 �cJ s UZ.4 �3 Z: 7�J p. cex c ✓o �.4_ 77 v• 7'S 7/ TG� /,l�Sc1 e�4 AGE fU q. /.c./C- 3.SU jX 4.DA7 /S "9 A �JJ SSBP..EV!A GN S 8 / LE GENDS LFE • LCWEST %t CCP ELEVAT'CN LN • LAVE YSL • MEAN 5E.A LEVEL YEAS • YEASLPED YCw • VOr.LVEM w. • uCNLAIEN' ENE v5 • YE 5 •A.CTu NG VC • ...ATONAL 3E^_ :E "'C VEP"'CA. CAT•_u VC • NLMBEP NP • NCN PA :■AL M5 • NOT TC SCALE 0P8 • CFF'Cal PEC :PC 3CC[ Cv. • CV! P..AV0 Cw • CVEPi.E•• WPE P • rtlr PAV • PAvEUEV '9 .9•P'1 "EEC[ Pr_ • PCM vc CLPVATLPE Not valid without the signature and the original raised seal of a Florida licenced surveyor and mapper. Examination of the abstract of title will have to be made to determine recorded instruments, if any affecting the property. Location and identification of utilities on and/or adjacent to th property were nct secured as such information was not regue d. Ownership is subject to opinion of title. Underground foundation and utilities not lo c _d. The survey depicted here is net covered by professional liability irsurance. \Tosd A 0 /4Z f'`Jr1 27 ?4' DATE: ? /j0 /%c a3 JOSE A DIAZ PROFESSIONAL SURVEYOR /etc q3 s 7' Aka FE' 44 5 c B AND MAPPER SCALE: 1 2 0 CERTIFICATE NUMBER LS 2798 DATE: DATE: DATE: 6 2 - 1 ' . V LOCATION SKETCH Scale 1". Airs 8550 W FLAGLER ST SUITE 114 MIAMI, FL 33144 PH- (305) 267 -9016 / '2 ZS' / 2 5. FIRM ZO NE PC: • PC,!N' CF CC•PCLt•C CLPVE PG • PA3E PK P • PAPWA" A' E • P• . PECPEPT" L. NE 0 •_A . P•_AV'cP PCB • Y'iNT CP 9EG'N•:NG P•;r • Pj NT CF : `„vVEN' EMEM PP• • PEPUAVEN" AEFEPENCE YCNL:V _V' PSAA ..PCFE55•NAL SL.PVEACP c YAPPER P . ACr_5 RA_ • PA :AL - • PA..AL 8EAPAG PC • RCA PE: • PEC 4 95 • °ES!CE.Y_E PGE • P AN CE PAY • P■GIfT C WAY PP • .. RCA. SC 5 • SC :. _ SEC • SE 'ON 4, 6. BASE FLOOD ELEVATION 7 5'P • Sr :RCN "9 SN • SET •Al A 0 SP 5 :PEENED PCPGM ST" STCP" VP" 9CE WALKT • TANGENT T ".Y•GEV' Two Cw••S+•'P TyP Ty. L UL LE " L , T , EASEVEV' LP J -LT" PCLE LT ,,.L TY . W WEST wF v.CCC FENCE Wm wpE 'E ' EP . 4 c9. '*: ANGL +•� wpCD PENCE • ■F CFA 14 uVK FENCE • CLF : 85 E /CST NO EL E VAnCN � _ PCN'M•PK '9'CE • fw. y AY ET PSM NO 279' LJas� d O ,4 Z STATE OF FLORIDA. DATE OF FIELD .. Zoo SURVEY / FOR: GD' ORDER NO 23-45-524-104 r Miami Shores Village 10050 NE 2nd Avenue Printed: 12 /12/2003 Applicant: ORESTES Owner: VALDES JOB ADDRESS: 1255 NE 93 Parcel # 1132050270090 Signed: (INSPECTOR) Building Permit Phone: 305- 795 -2204 Permit Number: BP2003 -1788 PAD I LLA ALBERTO ST Contractor ALL FLORIDA PATIO SERVICE INC. Contractor's Address: PO BOX 630 802 Local Phone: 305 - 932 - 8743 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: Description Amount FEE2003 -8194 Building Fee $100.00 FEE2003 -8195 CCF $4.20 FEE2003 -8196 Training and Education Fee $1.40 FEE2003 -8197 Technology Fee $2.50 FEE2003 -8198 Scanning Fee $3.00 Total Fees: $111.10 Total Fees: $111.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/10/2004 Construction Value: $4,800.00 Work: BRICK PAVERS 1300 SQ FT Page 1 of 1 DEC 1 1 PAOD 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: (a. REMBERTO CONTRERAS, P.E. 7066 S.W. 44 STREET MIAMI, FLORIDA 33 I 55 TEL: (305) 663 -0543 FAX: (305) 662 -2 157 March 23, 2005 MR. & MRS. PADILLA 1255 N.E. 93 STREET MIAMI SHORES CITY OF MAIM! SHORES ATT: BUILDING DEPARTMENT Re: Piling certificate for residence located at above reference address. With permit no.: BP03 -1333 As per a visual inspection I hereby attest that all piles where driven as per approved plans and All State Engineers & Testing Consultants, inc., recommendations dated July 31, 2003. If you have any further questions or comments, or if we can be of any further assistance, please do not hesitate to contact this office. Sincerely, fj 31` *'. '?,. ' t; r" �J i :ic' /.-, 2rljberto Contreras, P.E. 610r 1,160 MIAMI —DADE COUNTY BUILDING DEPARTMENT 11805 SW 26 Street MIAMI, FLORIDA 33175 NOTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the Florida Building Code at the 1255 NE 9 i r a 5t . project on the below listed structures as of 3/ 30/04 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: 0- SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 Q SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR EFT HIGH 2319.17.2.4.2 QtPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 O SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 ❑ SPECIAL INSPECTOR FOR PRECAST UNITS 8c ATTACHMENTS PER FBC 1927.12 ❑ SPECIAL INSPECTOR FOR G / -O; / 3 / - fL l Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * ! } / 1: ✓� 4/_,/ � G 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. 1, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami - Dade. County Building Department Inspector. All mandatory Inspections, as required by the Florida Building Code, must be performed by the County. The County balding inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accorda with the approved plans. y Signed and Sealed Date: �Jr 6 :? e; ,v/r rr "4 I V 4.5J %7am Phone No. - -€ 77 c ; r 63 - As0430007lStnretplansP BL-2 Special Inspector(FBC) Log.doc Rev. 02/28/02 •d 0017S9SLSDE Engineelrchitect Name / 7Z z? 1, 4/7---/ v`✓S�?�� . c .,l .t: 7 (PRINT) 6--./ Address Jasn d,g :o 90 80 Jew 1111 hL1)�4 1LI.„1U Hialeah, July 31, 2003 Orestes Padilla 1255 NE 93"* Street (semi Shores, Florida 33138 RE: Subsurface Investigation for Padillas Residence located at 1255 NE 93rd Street., Miami Shores, Florida Dear Sir: Pursuant to your request, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., conducted a sub - surface investigation at the above referenced project. The investigation was performed on July 30, 2003. The purpose of the investigation was to develop information about the site and subsurface conditions existing in the vicinity of the proposed site To achieve the desired objective three (3) standard penetration test borings were performed and the logs are endosed in this report. TEST METHOD The borings were conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM Method D -1586. A two (2) feet long two (2) inches G.O. Split Spoon Sampler was driven into ire ground by successive blows with 140 ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and dess f'cation of the retained soil sample, The numbers of blows required for one (1) foot penetration of the sampler is designated as 'N" (Known as the standard penetration resistance value). The 'N" Value provides an indication of the relative density of non. - cohesive soil and the mrisidency cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between °N' and the relative density or consistency of sails. 2380 West 78 Street., 'Hialeah, Florida 33016 P.O. Box 66/ Hialeah Florida 33010 Phoae (305) 888 -3373 Fax: (305) 888 -7443 1C' Ov OObS9SLSO6 Jasn db0 : SO SO BO JeW P3ge Two July 31, 2003 ALTERNATIVE 1I- PIN PILES Pin plies are a feasible alternative. The capacity of these piles is essentially developed in tip bearing. The analysis for this foundation system consisted of determining a pile capacity for specific pile size and depth of installation. The relationship obtained is as follows; ALLOWASi.E SJZE PROPOSED LENGTH BEARING CAPACITY 3° 14' 5 Tons Large grout volumes, possibly up to twice (or more) or the theoretical pile volume, may be required for proper auger cast pile installation. A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entre pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements_ The proposed length is based on the existing surface at the time of drilling. CONCLUSION: Regardless of the thoroughness of our geotedmicai exploration there is always a possibility that conditions between borings may be different from those at the test locations. Therefore , should any subsoil condition different from those reported in our boring togs be encountered during construction, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., should be notified immediately. This report was prepared eiaclusively for the use of Orestes Padilla. The conclusion provided by ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., are based solely on the information presented in this report. As a mutual protection to clients, the pubic and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. eerely Yours "7 Waseem Quadri, P.E.#514b1 Special Inspector (Threshold Bldg)#1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. 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T ,• 1.; .0.1 • t ; : I .. , ... • 1/ . . - ..•__. • T/..ty..:.7.m o; i VI.:71ViXL77 ,,,-.4-, / ?, J j , ... j ' Y . / ../ ., i / / / / '. ' / ' •. / .* /. ' / / / / / .• / ,' ., j * / • / / ..4.,. • ...•7/• 7 • ' / j a f • //' / / /: i ... ., / ..-/ 4 ' / -• / ".-.1,,;%., ., .• ' . /7 .,. y , 1 / L. . 1 p4bi itAtit "v ! F 1 •, I ii4f„ • • * /. ! I / // /1 / / / l ey. " 2/z I !;• W P • Address Project Address Location Depth () 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 22 23 24 25 O T•d All Tama LABORATORIES - State Engineering & Testing Consultants, Inc. 25 East** Sum, F brl 311010. Tai (3Q —888 -u a Faces T443 TEST BOMA* REPORT Orestes Padilla 1255 NE 93 Street, Ham, Shores, Florida 33138 Padilla Residence 1255 NE 83a Street, Miami Shores, Florida North West side of existing house From 0'-0' to 0' -6' Top soli From 4'-0" to 10'-0° Peat Description of Materials From 0'-6" to 2'-6' S.FiH- Dark brown medium silty Beach sand From 2-6' to 4' Grey silt 810' F rom 10'-O' to 13'47' Tan medium beach sand 1012' From 13'-0° to 18'-0" Tan cemented time stone 12'14' 18 19 End of Boring 18'-0' 20 21 Water level: 4'-0" below surface at date 07/30103 00t' 9SLS0E 18' 8'20' 1 201 22'24' As a :mutual protection to clients, the u bde and ou st)ves, all myna ore tabtaiitw! as the cea&d or o le for publication of statements eonclusimis or exam from '� patj fde�ss' � °" ncgSdutg is serve priding our mitten ePPn+vol c' i3dl;;= Order No Report No Mole No Date Sampia Hamner on Number Bann 01' 2'4' 4'6' 6'8' 14'16' 2 3 3 2 3 2 1 1 1 1 1 1 1 1 ] 1 1 ! 1 1 1 10 11 10 8 7 6 30 I 40 41 42 40 37 36 33 390 31 21 38 82 63 83 07130/83 M A LT Hammer Blows on Casing '22 . 3 WASEEM QUADRI, P.E. #51481 JaS11 dSO:SO SO 80 .reW Depth (feet) 1 2 3 4 5 1 Ali State Engineering 61 Testing consultants inc. TWINS L A B O R A T O R I E S - e • NSPECTION mss- CNE1811111 -omen - I ITA4 sisviCE 29 Est so tenet, RorWx3010. Tana - 11Ie33Tl Fa: mei 816-74 43 TEST BARING REPORT Addams I Petsirmt Padfffe tdence 1 ilasksaa 1255 NE 83'd rarat. Miami Stores, Ftarida Laudon SE comer of existing house 2i 22 Orestes Padilla 1255 NE 93si Street. Miemi Shores, Florida 33138 Description of Materiels :r. • �'C Ol:i a•d From 0'-0° to 0'-3° Top SOH From 0' -3 z 2 -S" B.Fi- Brown medium sorted wrth Some rods fragments From 2' to 5'-0" Grey silt ■ 8 From 5'-0" to 10-0° Peat 7 8 10 11 1 From 10' to 12'-0" tight brown medium silica sand 12 13 Fmrn 12' -0° to 1T -0" Tan cemented tithe stone 14 15 16 17 18 I End of Boring ED 1T-0" 19 1 - � .v 23 24 25 Water level: 4'-0" below surface at date 07/30/03 00bS9 G sanple — Timmer Brows on Number Semi n,4I 2 '4' 8'8' 8'10' 1 1012' 1214' 14'15i' 1 1618' 1820" 2022' 5 6 2 3 3 3 2 1 8 1 28 36 35 40 35 Repot No Hale No OBa Miler 4 3 2 3 2 2 L 1 10 13 35 35 38 37 35 9 5 7 4 3 22 71 78 03a78 07I3iit''03 e� & Lr Hammer Blows on Caen ccheins, endr �izrttc rs a RL111,U.1' protecteem t0 cL1CnL4. th:+ oa6lec at+d otesselves, a[t rtao� are ou6ruitb°d as au writm �1, ^- for ouWicaiion of sonnets conciustons ar a[tract from or r Is srlv+c4 p id ng . ° sj a ; ?Is l;? Id,1:11 2 n •elly Jasf dSO :SO SO BO Jew AUGER-CAST-PILE INSTALLATION (804-033) 1 Pile No. 111 i Pile Depth Theory volume . .c r . yc� Pump Str.akes Actual Volure ' cu _ �rc.s . Gout Pile Capacity Factor in Tons 1 1 0:. 1e 0.72 64 1 -41 1 -96 ` 35 - 1 02 18 0.72 52 1 _ 14 . i _ 58 " ! 3 J 18 0_ 72 54 • 1_3_. 1.65 " 04 18 '0_72 ir,' „ 7L .32 i.67: 1 `. r' 05 18 X0. ' 0.72 50 .62 { 1.10 1_36 1.. 53 1.89 Il " P 06 1 18 07 t 18 0.72 62.. I 1.36 1.89 " P I 08 18 0. 72 44/ 1_06 1.47 lit 09 . 18 0 _.72 55 1.21 1 .68 10 18 0_72 51 1.12 1.56 •• III 11 1S 0.72 50 1.10 60 1_?:1 f 1-53 2.8J 1 .• + 12 iS 0_12 13 18 0.72 52 1.14 1 1.58 i I 14 18 0_72 52 1.14 , _se " I 15 18 0.72 57 1.25 - } 1.74 1 " ia _ 6 18 0_72 50 1_10 3_53 " 1 1 7 , ,c le 0.72 s e 1.28 1.78 1111 1 C _ 72 54 .1.18 1.65 " 1 19 18 I 0.72 52 ... . 1-14. 14. 1.. 58 " I 20 19 0_'7 .4 1 -19 1.65 •' f .-- 21 IS 0.72 53 7..17 1 63 22 18 0.72 . -56 1.2:3 1.71 I 23 18 0.72 50 1-10 1.. 53 24 18 0 55 1_1 1 .68 1 ;c'S 'ic v.")2 37 1_25 1 1. ° r 1 26 18 0_ 7 2 62 I.' . 1.3.5 '" 4`7 18 0_72 IIIIMIIIIMIIIIMEIIIOIIE 0.72 .i`� 0_72 58 1.28 1.78 '. 1 28 18 29 . 18 30 18 0.72 52 1_14• 1_.56 31 . 18 0.12 51 1.12 J 1_56 E " TRACY CONSULTANTS INC.., .4660 .SW 128th Av'L. j •d AUGER-CAST PILE INSPECTION LOG ')DATE: &L aCI-1 19, 2004 GEN CONTR: _ RI.C.itYOi2 CONSTRUCTION CORP_ PERMIT NO. 50- 2003 -3333 ADDRESS: 1255 NE -qr j_': STREET, MIA. 0Q4: VALDEZ RESIDENCE 0O'S9SLS0E LAUD , FI, 33330 Jasn dEO :SO S O B Jew 4 7 e6 2Y60371 NOTES: GROUT: 4000 gsi IN 28 DAYS, 9-1/2 BAG MIX. PTT.E RETN : POOL: YOUR #6 BARS IN T. 20 FOOT CAGZ 1401, : T Ic #5 P.AT -_ TN A 2Z FOOT CPLGE 14 INCB AUGER-^_AST STS -ES ARE CERTIFIED AS TO PEING INSTALLED IN CLOSF AGREEMENT WITH APPROVED PLANS - 4 _ .,p.. INDICATsS. r_o.QL PILES_ /1 rJ _ A 2•d OO17S9SLSOC Jasn dE0:SO SO 80 JeW F 1 SERIES "2001" OUTSWING FRENCH DOOR WITH SIDELITES NOA: 02- 0108.01 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 P. 05 -02 -2007 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The submitted documentation was reviewed by Raul Rodriguez IM IAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 Sunshine Windows Manufacturing, Inc. 1745 W. 33` Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations . governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2001 "Outswing French Door with Sidelites APPROVAL DOCUMENT: Drawing No. FD -01, titled "Series 2001 Aluminum French Door ", sheets 1 through 4, prepared, signed and sealed by Francisco Hernandez, P.E., dated 12/10/01, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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_ NOA No 02- 0108.01 Expiration Date: May 2, 2007 Approval Date: May 2, 2002 Page 1 33 PSG' FOR DOOR/SIDELITE • 1 • DOOR LEAF WIDTH 28 MI 1311311=11111 t 1g REV. Q o � '0'0 'MI � o els se Q II O - 37 i •o•a --- 1 I 75.0 24 75.0 33 1/a° PSG' FOR DOOR/SIDELITE • 1 • DOOR LEAF WIDTH 28 MI 1311311=11111 t 1g ° MAX. D.O. m 9Js 99 w o � '0'0 'MI j 1 Q 8 -0" 75.0 - 37 T •o•a --- 75.0 75.0 24 75.0 75.0 18 0 75.0 12 75.0 75.0 2' -6" 0 84.6 t I I - PRESSURES EN PSG' FOR DOOR/SIDELITE • 1 • DOOR LEAF WIDTH 28 MI 1311311=11111 t 1g ° MAX. D.O. m 9Js 99 w o � '0'0 'MI j 1 WI .96 8 -0" 75.0 �>. 37 T 1 , --- - PRESSURES EN PSG' FOR DOOR/SIDELITE SYSTEM DOOR LEAF WIDTH 26 1/6 -0 0 0 26 1/8 ° MAX. D.O. m 9Js 99 w a VII 'XWt - WI .96 8 -0" 75.0 75.0 37 T 1 , DESIGN PRESSURES EN PSG' FOR DOOR/SIDELITE SYSTEM DOOR LEAF WIDTH DOOR HEIGHT W/0 SIDELITE SIDE LITE WIDTH (INCHES) W /SIDEUTE POS. NEG. POS. NEG. 3' -0" 8 -0" 75.0 75.0 37 74.4 74.4 30 75.0 75.0 24 75.0 75.0 18 75.0 75.0 12 75.0 75.0 2' -6" 75.0 84.6 37 75.0 75.0 30 75.0 82.8 24 75.0 83.6 18 75.0 84.6 12 75.0 84.6 3' -0" 6'-8" 75.0 90.0 42 75.0 86.9 37 75.0 90.0 30 75.0 90.0 24 75.0 90.0 18 75.0 90.0 12 75.0 90.0 2' -6" 75.0 98.9 42 75.0 86.3 37 75.0 91.8 30 75.0 98.9 24 75.0 98.9 18 75.0 98.9 18 75.0 98.9 6 MAX MAX 72 MAX DOOR WIDTH 13 MAX STOREFRONT SIDEUTE WIDTH 13° _ 16° 37' MAX 6 ° 6 1SAX 13 6 6 I 13 13 MAX ° ' 13 • 37 MAX. DOOR WIDTH 37 MAX. STOREFRONT SIDEUTE WIDTH REV. o rn MI5 tOg MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED 13 MAX ELEVATION 13 MAX 6 ° 6 Xl MAX 1 37' MAX FRENCH DOOR WIDTH SIDELITE WIDTH 13 I6 NAX 37 MAX. FRENCH SIDEUTE WIDTH 6 6 13 MAX.MAX MAX 13 MAX ° 37 MAX. 13 ,� MAX 72 MAX. DOOR WIDTH 37' MAX FRENCH SIDEUTE WIDTH N5 1a g NOTES: 1. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE. 2. GLAZING. 3/16' TEMPERED GLASS FOR FRENCH DOORS AND SIDEUTES. 1/4` TEMPERED GLASS FOR STOREFRONT SIDEUTES. 3. COLONIAL MUNTINS CAN BE APPLIED. Appro'cd as complying with the Florida Buidiog Code Z Date NOAH Control Miami Dade Prod D'nvisio B �- SI o - FRRICISCO i HEIWWEIEZ FL PE 5 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plaeo Moloch. Florida 33012 Ph: (303)364 -9952 Fott:(305)3213-5116 .71 D rown B MH Dote: 12 -10 -01 Seale: Ruvialon: Revision: DRAWING NO. FD -01 SHEET -1 OF 4 a , - 3/16 TEMP. GLASS FOR DOOR 12 1" - u vi. LUl U■VN UI VIf1Cf\J SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYP FOR ALL W000 BUCKS) 1/4 TEMP,GLASS FOR SF SIDELITE U • VI ; 13 14 4 . ®v' - ° 7 - • \ ... • 1/4' TAPCONS WITH 1 1/2' MIN. EMBEDMENT INTO MASONRY @ 6° FROM CORNERS AND NE REST ©13 0.C. MAX. ( TYP FOR HEAD & SILL) a' \ #10 X 1 1/2' S.M.S. 04' FROM BOTTOM AND TOP OF FRAME, AND THE REST 012' 0.C. MAX. (TYP FOR CONNECTION BETWEEN DOOR JAMB) #10 X 1 S.M.S. 01 FROM BOTTOM AND TOP OF FRAME, NEXT ANCHOR SPACED TO 3 AND THE REST 012' O.C. MAX. DETAILS Approved es complying with the Florida Balding Code Date f ! LaoZ NOM r{ >_ o! n .e Miami Dade Prod. Coot Division By T /10 X 1 1/2' S.M.S. 04 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012' O.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) FRANCISCO HERNANDEZ FL PEI 51393 Sunshine Windows Manufacturing, Inc. 9745 W. 33rd Plena IUdeah, Florida 33012 Ph: (3O5)384 -8982 Fox: 308 828 -5118 1 Drawn 8 M H oat.: 12-10-01 scal.: 1/2"=1 Revision: Revision: DRAWING N0. FD -01 SHEET 20F4 1/4 TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO MASONRY 06 FROM CORNERS AND THE REST 012 O.C. MAX. (TYP FOR DOOR JAMB) 10 10 3/16 TEMP. GLASS FOR DOOR • • • D , 14 1/4 TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO MASONRY 06 FROM CORNERS AND THE REST 012 0.C. MAX. (TYP FOR JAMBS) 1/4 TEMP. GLASS FOR SF SIDELITE DETAILS 1 - 3/16' TEMP. GLASS FOR FRENCH SIDELITE g10 X 1 1/2 S.M.S. @1 FROM BOTTOM AND TOP OF FRAME, NEXT ANCHOR SPACED TO 3 AND THE REST 012 O.C. MAX. 110 X 1 1/2 S.M.S. 04 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012 O.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) 110 X 1 1/2 S.M.S. 04 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012' O.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) 3/16' TEMP. GLASS FOR DOOR Approved as complytag wish the Florida Bolding Code Date i'Lt 4 r e• pooZ NOM 0 z- v! v8.0/ Miami Dade Prod4ct C Didsioa 13y 1/4 Sr11M MAX. FRANCISCO NERNMiDE2 FL PE 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plaeo Hialeah, Florida 93012 Ph: (305)364 -9932 Fag: 305)82G-5119 /°' Drawn By M H oats: 1 2 -10 -01 scowl /2"=1" Ravklon: Revision: DRAWING N0. FD -01 SHEET 3 OF 4 BILL OF MATERIAL No PART QTY PART DESCRIPTION MATERIAL 1 SW -30658 AS REQ'D STOREFRONT HEAD AND JAMB 6063 —T5 2 SW -30656 AS REQ'D STOREFRONT SILL 6063 —T5 3 SW -30657 AS REQ'D STOREFRONT GLASS STOP 6063 —T5 4 SW -43890 AS REQ'D STOREFRONT VERTICAL 6063 —T6 5 SW -40928 AS REQ'D COVER PLATE 6063 —T5 6 SW -37 AS REQ'D FRENCH DOOR JAMB 6063 —T6 7 SW -38 AS REQ'D FRENCH DOOR HEAD 6063 —T6 8 SW -40 AS REQ'D FRENCH DOOR SILL 6063 —T6 9 SW -39 • AS REQ'D FD TOP AND BOTTOM RAIL 6063 —T5 10 SW -36 AS REQ'D FRENCH DOOR VERTICAL STILE 6063 —T6 11 SW -47 - AS REQ'D FRENCH DOOR ADAPTER 6063 —T5 12 SW -268B AS —REQ'D GLAZING GASKET VINYL 13 SW -2390 AS REQ'D GLAZING GASKET VINYL 14 SCREWS AS —REQ'D # 8 X 1" SMS 15 SCREWS AS —REQ'D # 10 X 1" SMS 16 SCREWS AS —REQ'D # 10 X 1 1/2" SMS 17 SCREWS AS —REQ'D # 8 X 1" SMS 18 SW -3332 AS REQ ° D FIN PILE WEATHER STRIP POLYPROPYLENE 19 SW —L1 1 LOCK (LATCH) METAL 20 SW —L2 1 LOCK (DEAD BOLT) METAL 21 SW -57 3 PER LEAF 8" HINGE 6063 T5 22 SW —FB 2 PER LEAF FLUSH BOLTS METAL 1.75 SF HEAD AND JAMB SW -30658 ° o L 4.00 0 SF SILL SW -30656 1.687° 3.50' I FD FLAT FILL COVER SW -40928 0 FD HEAD SW -38 .078 SF SILL STOP SW -30657 .078° N 5.00 FD SILL SW -40 5.00' 0 FD JAMB SW -37 SF VERTICAL SW -43890 a N t0 0 4.00' FD TOP Sc BOTTOM RAIL SW -39 4.375 i I FD VERTICAL STILE FD ADAPTER SW -36 SW -47 Approved u comph ng with the Florida BuidiasCode Datel Z /CO NOAH r. Mud Dade Prod Division By 1.908' FD HINGE SW,-57 ?-2'f X02 FRANCISCO HERNANDEZ FL PE II 31393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -8952 Fott:(305)828 -5118 81a c W a 7 ) r E "EA o i tamffE per._ o i cn— So. 12 1 0 pc Drawn B MH oats: 12-10-01 scal.: 1/2 Rsvision: Revision: DRAWING NO. FD -01 SHEET 40F4 li Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:"(305) 795.2204 Fax: (305) 756.8972 Perniit No: tele 03 -lob.Natne Miami Shores Village Building Department STRUCTURAL CRITIQUE SHEET 1 M/o (7) Neel /fool PJao o/' exr f 1 /iI9 house aid goW Fr ,44;01 Play) 01' �1dd i i1 r atis See AI SO 1/e/44 5 a Prev/i, a$ eev /e 6v . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. e3- /333 Job Name VALOEZ 1255 Ne 93 Si Miami Shores Village Building Department STRUCTURAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 03- /3 33 Job Name VAL. I2S5 NE 93 $ff (%) °� 5hee6 r r /v" rer /e I bailee in die SS/ - 1'enniv ve. f / 4 b i f e i e 4 , o r c / i y r l e i a i , 1 e f'2 i//oa /d be "Tee'. // 4 60 / /om, Tip, 5 /e - / raoial mar be 16 Col, 3'ch Scf Fc /5 1 Gava9e pear Pelar / Sap Draw Ram Gavle Poor modiAcd/ieve -• 1 x S¢ar /er co/ retb'. 414 e.vi s¢ ex//. ma 5an e y - Ti a/ (old/ Iie dew@ is rept �¢ % s eec/de e / I),b14oAd ii /he 6pelli1 a 64 Sec, 4/5-4-, p iwde cricks/ beAweei new /vel/ aid 9X/5 /. roof , r- dr4/1 proposed adds /ion exceeds 2s% c/ ex8l. r'esldel"rce. 44 Ex /41. F/ '- P/a i Show h' 7 , 014 aid/ earn //y e4/;7 Sec . 3401.6.2.5 / 5i4 bra i Predi , / 41p -ova is /r al/ i7e€4/ 4./ /e4de rs doer3, Arm m `l4ie% all w/1/7 d®l.41s (iic /. _.a 08/28/2003 16:23 FAX 305 673 5212 Santa Fe Bldg. Eng. STRUCTURAL C .'s TIQUE SHEET 0 Z, Ore i"re/- /eI /mice 42 j %e f4 - lrea9"ovc. 0f ��- tidieriLovi, 40 4e / 1101 be tea. ; 'tee , CG/ ,4.e. / Col, br.d. 34 9 0 lab e:XCee-!ds tlo of x/s hew lick/ aor will Cow , 4/1 e3/d &4se. rceddr-1earl? ,fide of 4). fie c 4/S -4 rr iv'd ' droll P 'p'54 d addi b 44 exit'. Poor 6.rtL1 P odic Short 1 /rre /f 1r,�i 1Ii1l ',times V silage Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. .➢ob Name vA & 12 C Z Z ss NE cn St. be " 7&p 1 _7___.__ r a-/`/ 07e4ti iitdid /ga' iA'fl, : > CV , ea/cv��r �ec�s �i 1c /. ex!. ) [1 0 01 jcC) CO -2 1 8 8 _ B4. MAP AND PANEL 8 87. FIRM PANEL B B9. BASE FLOOD ELEVATICN(S) NUMBER B B5. SUFFIX 8 86. FIRM INDEX DATE E EFFECTIVE/REVISED DATE 8 88. FLOOD ZONE(S) ( (Zone AO, use depth of flooring) 12025C0 93 J J 7 7 -17-95 3 3-2-94 A AE 9 9.00 C. 0 . R inside.`-house . 4 .1 7 pool propose ff adction 9. 02= 17 -04 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM 22 ELEVATION CERT KATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME ALBERTO JOSE PAPARONI ORDER NO.0207 -36 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1255 NE 93RD ST CITY MIAMI - SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7, LESS WLY 25 FT & LOT 8 LESS ELY 25 FT BLOCK 1, BAY LURE SUB. PLATBOOK 44, PAGE 63. BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( wto - 0'- WM" or ##.fiNtit ) HORIZONTAL DATUM: ❑ NAD 1927 El NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 200E ZIP CODE 33138 SOURCE: ❑ GPS (Type): 0 USGS Quad Map Company.NAIC Number ❑ Other: 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI - SHORES 120652 B2. COUNTY NAME MIAMI- DADE B3. STATE FL B10 Ind icate the source of th Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datums s used for the BFE in E39: 1E1 NGVD 1929 ❑ NAVD 1988 ❑ Other (Desabe): B12. Is the bung located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes k2 No Designation Data SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bulking elevations are based on: ❑ Consfruction Drawings* ❑ Building Under Construction* kT1 Finished Construction *A new Elevation Certificate wit be required when construction of the building is complete. C2. Buildng Diagram Number 1(Seled the billing dagram most similar to the building for which the certificates being completed - see pages 6 and 7. If no diagram accurately represents the hiking, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the bull ing dagram specified in Item C2. State the dahmi used. If the datums different from the datiun used for the BFE in Section B, convert the datum to that used for the BFE. Straw field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Elevation reference mark used 3250 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No U a) Top of bottom floor (including basement or enclosure) 5. 72 R(m) - - ® b) Tap of next higher floor 9 alt(m) propose ff ❑ c) Bottom of lowest ho¢ontal structural member (V zones only) 111.-J41 _ft(m) addition . 5. 52 Mn) d) Attached garage (hop ofslab) e) Lowed elevation of machinery andlor equipment servicing the bulldung (Desabe in a Comments area) 10.52 ft(m) ® f) Lowest adjacent (finished) grade (LAG) 4.5 it(m) g) Highest aclacent (finished) grade (HAG) 4. 7 ft(m) ® h) No. of permanent openings (flood vents) within 1 ft above adjacent grade N O i) Total area of at permanent openings (flood vents) in C3.h N/A sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCI-IITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME WALTER E. VENEGA LICENSE NUMBER 3106 TITLE PROFESSIONAL LAND SURVEYOR COMPANY NAME CARIBBEAN LAND SURVEYORS ADDRESS 11865 SW 26TH STREET SIGNATURE DATE CITY MIAMI 02 -17-04 STATE FL 3106 02 -17 -04 TELEPHONE (305) 227 -6967 ZIP CODE 33175 IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. 1255 NE 93RD ST CITY STATE ZIP CCDE MIAMI - SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurar>ce agenticompany, and (3) bullring owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), couplets Items El through E4. If the Bevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be corpleted El. Bulking Diagram Number _(Select the building diagram most *tar to the bullring for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the buidng, provide a sketch or photograph.) E2. The top of the bottom floor (ndudng basement or endosure) of the bullring is _ ft(m) _in.(an) ❑ above or ❑ below (check one) the highest adacent grade. (Use natural grade, if available). E3. For Bulking Diagrams 6-8 with openings (see page 7), the next higher floor or elevated ikxx (elevation b) of the buidng is _ ft .(m) _in.(am) above the highest adjacent grade. Carplete items C3.h and C3.i on front of form. E4. The lop of the platform of machinery ands equipment servicing the bulring is _ ft(m) _in.(an) ❑ above or ❑ below (check one) the highest acfacent grade. (Use natural Bade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the canmumity's floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIRCA11ON The property owner or owner's authorized representative who carpletes Sections A, B, C (Items C3.h and C3i only), and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and E ate comer to the best of my knowledge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS G7. The permit has been issued for. ❑ New Consbuction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducing basement) of the building is G9. BFE or (in Zone AO) depth of floodng at the bulking site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS CITY DATE TELEPHONE TITLE TELEPHONE DATE _ft(m) _. _ ft(m) . Com pany • Pdlicy Number: COrripaitkNAIC Numt STATE ZIP CODE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the cammunitys floocplain management ordnance can e m fete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the appicable item(s) and sign below. G1. ❑ The intonation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A carrmru nity official completed Section E for a bulling located in Zone A (without a FEMA - issued or community - BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplan management purposes. 04. PERMIT NUMBER 055. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED Datum: Datum: B4. MAP NC PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of floodng) 1202 93 J 7 -17 -95 3-2 -94 AE 9.00 C . O . R. 4. 1 7 ,4,e,/,W _ pool inside house propose f f addition 9 . 02=17-04 -- BUILDING OWNER'S NAME ALBERTO JOSE PAPARONI ORDER NO.0207 -36 BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1255 NE 93RD ST CITY MIAMI - SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7, LESS WLY 25 FT & LOT 8 LESS ELY 25 FT BLOCK 1, BAY LURE SUB. PLATBOOK 44, PAGE 63. BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( #iX' - ##' - aim" or ##.°) ADDRESS 11865 SW 26TH STREET SIGNATURE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM 2 2 ELEVATOOK CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMA11ON HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI - SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B10 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ RS Profile i FIRM ❑ Ccmmunity Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ► NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 1312. Is the bung located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ► No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ►1 Finished Construction *A new Elevation Certificate will be required when consh>dion of the bulking is complete. C2. Building Diagram Number 1 (Select the bung diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the buliding, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1-1130, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the bufdting diagram specified in Item C2. State the datum used. If the datum is different fmm the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. on. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comvnenrs Elevation reference mark used 3250 Does the elevation reference mark used appear on the FIRM? ❑ Yes No la a) Top of bottom floor (including basement or enclosure) 5. 72 ft(m) - - . l� b) Top of next higher floor 9.22 ft(m) propose ff O c) Bottom of lowest horizontal structural member (V zones only) WA . -ft(m) addition. ❑ d) Attached garage (top of slab) 5. 52 ft(m) ❑ e) Lowest elevation of machinery and/or equipment servicing the buadung (Describe in a Carnments area) 10.52 ft(m) f) Lowest adjacent (finished) grade (LAG) 4.5 ft-(m) g) Highest adacent (finished) grade (HAG) 4. 7 ft(m) O h) No. of permanent openings (flood vents) withtrn 1 ft. above adjacent grade N O) Total area of all permanent openings (flood vents) in C3.h WA sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME WALTER E. VENEGA LICENSE NUMBER 3106 TITLE PROFESSIONAL LAND SURVEYOR COMPANY NAME CARIBBEAN LAND SURVEYORS CITY MIAMI DATE 02 -17-04 SOURCE: ❑ GPS (Type): USGS Quad Map ❑ Other: ZIP CODE 33138 O.M.B. No. 3067 -0077 Expires December 31, 200E STATE FL 31 06 02 -17 -04 TELEPHONE (305) 227.6967 For Insurance Company. Use; Policy. Number Company NAIC Number ZIP CODE 33175 IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Indudng Apt., Unit, Suite, ands Bldg. No.) OR P.O. ROUTE AND BOX NO. 1255 NE 93RD ST CITY STATE ZIP CODE MIAMI - SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) co-triunity official, (2) insurance agent/company, and (3) buffing owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (IMTHOUT BFE) Far Zone AO and Zane A (without BFE), canplete Items El trough E4. lithe Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be conpleted El. Buldng Diagram Number_(Sdect the btiking diagram most similar to the btaldng for which this certificates being completed — see pages 6 and 7. If no diagram accurately represents the buffing, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or endosure) of the buildng is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the buffing is _ ft(m) _in.(an) above the highest a4acent Fade. Cartplete items C3.h and C3.i on front of form. E4. The top of the platform of machinery ands equipment servicing the Wiring is _ ft(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural Fade, if available), E5. For Zone AO only: If no flood depth numbers available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown. The Iced official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who ccnpletes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued a community- seed BFE) or Zone AO must sign here. 7hestatements in Sections A, B C, and E ere coned to the best ofmylarowledga PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the canmunitys floodolain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the appicable item(s) and sign below. 01. ❑ The nfommation in Section C was taken from other doamentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for bulb ng located in Zone A (without a FEMA-issued or community-issued BFE) or Zone A0. G3. ❑ The following information (Items 04-G9) is provided for carrrtunity flooctplan management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (ndufing basement) of the building is: G9. BFE or (in Zone AO) depth of flooring at the buffing site s: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS CITY DATE TELEPHONE TITLE TELEPHONE DATE _ft(m) _ ft(m) ForlrnsuraraeCompany Use:. Poliog NUmbe, ; Coinpary NAIC Number STATE ZIP CODE ❑ Check here if attachments Datum: Datum: Client Orestes Padilla order Pi® 03 478 Addrose 9 255 NE 93rd Street,, Miami Shores, Florida 33138 neport Rio From 0' -0" to 0' -5" Top soil Prm)ed Padilla Residence Hole No ®. Mdrece 1255 NE 831 Street., Miami Shores, Florida bate 07/30/03 i Location North West side of existing house Driller NIP & LT 1 Depth (1004) Deacrlptlon of Materials Sample Number HaaiIrrter Mom on 8arrt t' "Pi" Hammer Blows on Casing_ 1 From 0' -0" to 0' -5" Top soil 0'1' 2'4' 4'6' 6'8' 810' 10 12'14' 14'16' 10 8'20' 20'22' 22'24' 2 3 3 1 1 1 1 1 1 1 10 10 7 30 41 40 36 390 3 2 2 1 1 1 1 1 1 1 11 8 6 40 42 37 33 31 6 3 2 2 2 21 36 82 83 2 From 0'-8" to 2'4" B.FiIl- Dark brown medium silty Beach sand 3 4 From 2' -6" to 4' -0" Grey silt 5 From 4' -0" to 10' -0" Peat 6 7 0 9 10 11 From 10' -0° to 13' -0" Tan medium beach sand 12 13 14 From 13'•0" to 18' -0" 'flan cemented lime stone 15 16 17 _ 18 4 '` 1 19 , End of Boring @ 18' -0" p; I t t - c 20 �, 21 22 23 24 25 Skidob aehisorkg - T ?!j © ©hsasb v Deco T 8TJAlG O ATORES . EP3eltd • =peen:1M Olorteo • me • Asunt - E roxI MEYX SERUic 'b as Ent 4 Street, Florida 33010. Tel : (305) - 000.3373 Fags: (365) 8884f443 ater level: 4' -0" below surface at date 07130103 L TEST 2% oLPORT )J . 3 WASEEM QUADRI, P.E. #51481 II.I"III_.1 As a mutual protection to clients, the public and ourselves, all r e p o r t s are tobmitirzi as the c onfrt tlai pcoperty chers, and t4e;thcrzmion for publication of statements conclusions or extract from or rcgsrding is served pending our written approval Depth (foot) @¢flt rip4lon of Mau Iola Semple Number l eivimer BIM on &Impl ®r "F Y" Hammer @tows on Casin 1 From 0'-0" to 2' -6" S.Flll- Dark blown sand with rock Paled 4 IP •d- ND T-- o c --- e --- I Co N CO C¢s C� GD P � C'�! M C M (°D BA drcaq 2 Fragments 07/30/03 4 9 Del1Ior 3 From 2'-6" to 4'-0" Dark brown silt 4 4 1 4 5 From 4' -0" to 10' -tr Peat 1 6 1 2 7 1 6 611 1 2 9 1 10 1 2 11 Fror 10' -0 to 13'-6" Light brown medium silica sand 4 12 6 12 13 6 14 From 13' -0D to 10'4° Ten cemented lime stone 1214' 20 26 15 35 16 14'16' 37 73 17 39 13 16'18' 35 70 19 End of Goring @ 1W-0" 20 18'20' 21 22 20'22' 23 24 22'24' 25 Clichl ®Prd5it09 Podllll3 Or 1118 03-990 Adder 1255 NE 93rd Street, Miami Shores, Florida 33138 firalaon Pd® Paled PadlHn 11@oldom Hole I40 BA drcaq 1255 NE Or Street, Miami Shores, Florida @de 07/30/03 ica2lon North East side of misting house Del1Ior PIP 8 LT AO Mao o ° r lg Maw ams udz d l go TEETIGIO L SORATORIE$ • EFIGINEERS • IRJSP CTION SERVICES - DEMO LIMG • ERIVIRO MENTAL EMCEE. 25 Eaet 40 Street, Florida 33696. Tol : (195) Fa; (3§a) ® ®07443 F OP(Q&BATaEPJA Water level: 4' -0" Wow surface at date 07/30/03 L'9 . d .i,G °1', 5 11.1 11 =J= E)r ^T3 ASEEM QUADRI, P.E. 4 ` As a mutual protection to client, the public and ourselves, ail reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval Client Medea Padilla der 'No Report No 1 03 -570 Mdre90 1256 NE 93 Street., Miami Shores, Florida 33138 Pr@Net Padilla l ealdenee Dole No ®-, Address 1255 NE 83rd Street., Miami Shores, Florida 1 Dita 07/30103 Lseatlan SE corner of existing house 1 Driller MP ti LT c tftanomidag T ag8 °g C©ausiesugz, C© TESTING LARGRATORIES • ENGINEERS • INSPECTION SERVICES • CHEMISTS • DRILLING • ENVIRONaaENTAL SERVICES 25 East a' Street, Florida 33019, Tel ; (305) a 005•3373 Fax: (308) BB5•7443 ME ?i Y SIPO1T Depth (fe ei) 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 22 L c 'd r.Z'eL Frori 0' -0" to 0' -3" Top soil Description of Bflaterlole From O' -3" to 2' -6" B.Fill- Brown medium sand with Some rock fragments From 2' -6" to 5' - Grey silt From 5' -O" to 10' -0" Peat From 10' - 0" to 12' - 0" Light brown medium silica sand 13 From 12' -Q" to 17' -0" Tan cemented lime stone 18 1 End of Boring @ 17' -0" 19 20 21 23 1 25 Water level: 4' -0" below surface Zr 7 - _ 717 at date 07/30/03 WASEEM QT TADRI, P.E. 2 .4 51481 / As a mutual protection to clients. the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval Sample Hammer Dion on Number Sampler i n 0'1' 5 4 6 3 2'4' 2 2 3 - 4''6' 3 3 3 1 2 6'6' 2 2 2 2 8'10' 1 1 8 10 10 '1 2 ' 12 13 28 35 12'14' 36 35 36 38 14'16' 'u 37 36 35 16 18'20' 20'22' 22 ' x l d J l : 1 ) 1 EC1 "b" I Hammer 1 Blows on 1 Casing 9 5 7 4 3 22 71 AS' 1 Page Two July 39, 2003 gl Ilo PIN PILES Pin piles are a feasible alternative. The capacity of these piles is essentially developed in tip bearing, The analysis for this foundation system consisted of determining a pile capacity for specific pile size and depth of installation. The relationship obtained is as follows: ALLOWABLE P _Igif L�bG�I-I BEARING CAPACITY 3° 14' 5 Tons Large grout volumes, possibly up to twice (or more) or the theoretical pile volume, may be required for proper auger cast pile installation. A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be properly monitored and perfomrned in accordance with the relevant local and state requirements. The proposed length is based on the existing surface at the time of drilling. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions between borings may be different from those at the test locations. Therefore , should any subsoil condition different from those reported in our boring logs be encountered during construction, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., should be notified immediately. This report was prepared exclusively for the use of Orestes Padilla. The conclusion provided by ALL STATE ENGINEEI NG 1S® TESTING CONSULTANTS, INC., are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if Mere are any questions or comments pertaining to this report. cerely Yours — WQ /nt.. JULY2003- 135/137 L 7 'd r.��' °•. Waseem Quadri, P.E. #51481 Special Inspector (Threshold Sldg)49954 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. • ),, Page Two • July 31, 2003 This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sample procedure was used. Therefore, the samples were taken at intervals of two (2) feat, or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring Togs. The results of the field penetration test are presented in the boring log in numerical form. The average ground water level at the site was found at four (4) feet zero (0) inches below the existing surface (see boring logs). Fluctuation in the observed water table should be expected due to seasonal climatic changes, rainfall variation, surface water run -off and other specific factors relative to the site in question_ FOUNDATION RECOMMENDATION Based on the sub - surface conditions encountered ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC,, have evaluated a number of foundation systems for additional support of the existing structure at the site Special consideration in the analysis was given to the following: 1.- The presence of a layer of very loose silt and organic material of varied thickness, which rakes the site less appropriate for construction using regular spread footings and single column pads at the existing grade: 2.- Length to width ratio of the existing structure with special emphasis on differential settlement. Given the above , the following remedial foundation systems were selected. ALTERNATIVE to AUGERC©AST ( pressure muted) PILES: Augercast (pressure grouted) piles is a feasible foundation alternative, The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will lock into" the rock and sand strata thereby providing adequate bearing capacity. The relationship obtained is as follows: SIZE PROPOSED ALLOWABLE ALLOWABLE ALLOWABLE LENGTH LA CA TE -:L PA ©ITY TEFISILE LOAD BEARING CAPACITY 14" 14' 2.0 Tone 0.6 Tone 35 MRS Large grout volumes, possibly up to twice (or more) or the theoretical pile volume, may be required for proper auger cast pile installation. L A minimum of three (3) piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length . The enYire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements: The proposed length is based on the existing surface at the time of drilling. ' All State Engineering and Testing Consultants, Inc. Testing Laboratories- Engineers- Inspection Services- Chemists- Drilling- Environmental Services Hialeah, July 31, 2003 Orestes Padilla 1255 NE 93x Street Miami Shores, Florida 33138 RE: Subsurface Investigation for Padillas Residence located at 1255 NE 03rd Street., Miami Shores, Florida Dear Sir: Pursuant to your request, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC,, conducted a sub - surface investigation at the above referenced protect. The investigation was performed on July 30, 2003. The purpose of the investigation was to develop information about the site and subsurface conditions existing in the vicinity of the proposed site. To achieve the desired objective three (3) standard penetration test borings were performed and the Togs are enclosed in this report. TEST METHOD ©D The borings were conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM Method D -1586. A two (2) feet long two (2) inches Q.O. Spilt Spoon Sampler was driven into the ground by successive blows with 140 (b, Hammer dropping thirty (30) inches. The soli sampler was driven two (2) feet at a time then extracted for visual examination and elassftication of the retained soil sample, The numbers of blows required for one (1) foot penetration of the sampler Is designated as "N" (Known as the standard penetration resistance value), The "N" Value provides an indication of the relative density of non - cohesive soils and the consi & +rancy of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors, A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. 2300 West 70t Street, i lateah, Florida 33016 P.O. IIoz 66/ Hi;geadi Uriloride 33010 none: (3t1) Ogffi -3373 Dam: (3O5) 000 -7443 I I ! 11 l =.1- =' T T � f SOU- 010 -- The Sunshine State mese mama P340452 -45 -28 ORS LUIS PADIU A 11111 BIBCAYNE BLVD WON WMU, 8.181814404 mom we SEX HGf. REST. ENDORSE 084545 M ¢11 A ISSUED FDaRES ouWUG1 011 - 12r01 MOW 06+18-02 BAFEDRAMA ti motor t wh to � so briety test moulted by law Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/20/2004 Applicant: ALBERTO Owner: VALDES JOB ADDRESS: 1255 NE 93 Parcel # 1132050270090 Signed: (INSPECTOR) uildin Signed: (Contractor or Builder) Permit Number: BP2003 -1333 VALDES ALBERTO ST Contractor RICHMOM CONSTRUCTION CORP Contractor's Address: 7066 SW 44 ST Local Phone: 305 - 663 -0543 Legal Description: 5 53 42 BAY LURE Fees: FEE2004 -1834 FEE2004 -1835 FEE2004 -1836 FEE2004 -1837 FEE2004 -1838 FEE2004 -1839 FEE2004 -1840 FEE2004 -1842 FEE2004 -1843 FEE2004 -1844 Description Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Structural Fee Zoning Review Total Fees: Amount $3,480.00 $58.80 $150.00 $19.60 $87.00 $75.00 $8.55 $300.00 $100.00 $125.00 $4,403.95 Total Fee44,403.95 Total Receipts: 0.00 1(0E6 FEB 2 0 PAID Permit Status: APPROVED Permit Expiration: 8/20/2004 Construction Value: $98,000.00 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. BY: ermit Page 1 of 2 PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT CONTRACTOR Name � Ricq,- vl' e-6Aisj ,iUJ . License No. e4 e ,. 0 s ( , s9 Address 70 ,b sw eie4 5h s /4/ / F. ;3/ SS . Telephone 505 wb 2 op/ Fax Qualifier Name R r- / 1h, -T PROPERTY OWNER New Construction – Name Jogr_— 0000 Alteration Exterior Address /Z55 415 q 5 Repair 71/ Home Telephone _ 3 /1 V 1 3 // // e. Business Telephone 20 $; g (pi 9f Fax jA/Lie Shell Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'I Detachment Other Step 1. • .. • • • • • ••• • • • • • • • • • • . • • • •••• • ••••• • • •. • • • •. • • • • ••• ••. INSTRUCTIONS - The following steps must he taken to obtain a permit from the It'Iianti Shores Village: •• • • • ••• • Complete the attiche4 p4rnyt apps catio: whichtrlust be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow' oCa Cook citrate proce s.stng of your application. If roofing work will be done, a roofing application must be submit- ted along with this petmk ap filicadon. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: bISS A/E. qST Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other • • • ••• • • • • • • • •. .•.. . • • • • • • • • • • • • • • • ••. ••• • Apt. Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax e P Master Permit No. Subsidiary Permit No. Y/4"4• 5/60,1065 FL City State d escription of Work /PO(( F. MIT APPLICATION Zip Zoning Linear Feet Square Feet Units Floors ,Value of WorkaleaCP Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERM13' AND PtRM11'CARD, «tipplying 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 SeITARY CONDS'1IQN:fre fi?fi construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT ACID DEBITS. •: : : ;': • • 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEtI4CIsIil ASVltMArN(T EE4J QED FOR STORAGE. A bond is • required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1 °' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, OUNTY M; — E Signature of Owner CV L l! Print Name /�� Sworn to and subscribed before me this /e day of , Signature of Notary., .• ∎ _ • P p g • «r.." • O� SEAL: O ARV SEAL • ELOI.SE CUETO n * COMMISSION NUMBER DD119510 • MY COMMISSION EXPIRES JUNE 14,2006 Personally known OR, Produced Identification Type of Identification Produced: ••. • • • .. .. • • •.• • ••.• • • . • . . • • "' PERMIT APPLICATION •. • •.• • • STATE OF ORIDA, O$NTY OF MIAMI -DADE Signature of Contractor / Qualifier r >I.DZ /4.,1 Print Name `Q� Sworn to and subscribed before me this / " day of Signature of Notary Public - State of Florida ` P co' PU ()FACIAL NOTARY SEAL SEAL: O <, ELOISE CUETO Personally known 9 * COMMISSICN NUMBER • 'IIW. Q DD119510 N� MY COMMISSION EXPIRES OFF _ J 1 • !4 Type of Identification Produced: ELECTRICAL TYPE Minimum Fee .• QTY • 1'V°E ` ryer • • • •' QTY. TYPE: Outlet, Appliance QTY. TypE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY TYPE Condensate Drain QTY. TYPE Generator QTl' TYPE Refrigeration, Tons Qi'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 Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY TYPE Soakage Pit QTY Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Draintield, 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 rains, French Miscellaneous Equipment Sink Well, Supply • • • .• •. • Page 3 ••• • • • •.• • • • • • • • •.• • • • . • • •• • PERMIT APPLICATION •. ▪ . • • . • . • • • - • • • INSTRUCTIONS: • tolei • s .indihate rhe' typ o f Wit being performed and quantity(ies) in the space provided below. ' D AND REVIEWED BY: DATE: SECTION BY DATE Zonin _ / i 4 �,, ' 4 01 ' ) (2 0 Electrical Mechanical . % #t' ©/.110 Ira lg iy' " - . 6 Plumbin: WIN - -0 Fire 1111111111111111 WjriMIE� Public Works Structural Building Official Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) •• •.. .(ftttich) • . •' .. • • • • . . •• • • • ••• . . • ❑ HRS / DERM APPROVAL •„• W ZRAI;PIgo;' L (Restaurants) (Septic / Sewer) • •• O IMPACT FEE (New Construction) O 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 4 0 0 (sq.ft. = x/1000 c ¢.60) .005 /sq.ft.) .01 /sq.ft.) /20 • .• • • • ••• • • • 1 • . • • • • • • • • • • • 4'ER�VIIT APPLICATION • • •• • • ••.. • ••• • •. • • • • ••• ••• ❑ CONDO ASSOCIATION APPROVAL ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 1 1 1E, D D REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Can tea) Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http:/ /www.miamishoresvillage.com MILENA PAPARONI 05-02 ALBERTO J. PAPARONI 63-4/630 FL P.O. BOX 612441 MIAMI, FL 61-2441 Date 0/ --- 1-7— 03 Pay )4; 1 5 I ) Shea 4 1 tq ----. i $4 ) to the order of 6617/ *leg elu-eiotof twavi\ "e-e,1-ek) 11 et:2 Dollars 8 r"-- ......._ Bank of America _ . ,. 74 , 0 ,... ACH Ft/T 063100277 Memo 1:063000 taste,r ,) Bank of America Advantage' 471: 005485933.81.30° 0697 : yrni Z t I 25,5 N '`G 93 r ka dq•e‘e/P-7 697 • f • • ••• • •• .• •• • • •• . • . • • • • ••• • • • • • • • •• • H "'II1ELFi Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placo H1alcah, Florida 33012 Ph: (305)384 -9952 Fatt:(305)828 -5118 • ••• •• • • • • ••• • • • • • • • • • • • ••• • • • MISDADE MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COw1PLIAtE O'F�[ e(E;Ct • %• „, •• • METRO-DADE FLAGLER BUILDING WEST FLACLER STREET, SUITE 1603 • PRODUCT CONTROL D[VISIQN • •• • • • • ;.. MIAMI, FLORIDA 33130 -1563 • ••• • • • • • • • (305) 375 -2901 FAX (305) 375 -2903 NOTICE OF ACCEPTANCE 4N®A ). .. • Sunshine Windows Manufact • • • • 1745 W. 33 "' Place • • • • • Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2001 "Outswing French Door with Sidclites APPROVAL DOCUMENT: Drawing No. FD -01, titled "Series 2001 Aluminum French Door ", sheets 1 through 4, prepared, signed and sealed by Francisco Hernandez, P.E., dated 12/10/01, bearing the Miami -Dade County Product Control stam with the Notice of Acceptance number and approval date by the Miami -Dade act - Control Division. MISSILE IMPACT RATING: None / • LABELING: Each unit shall bear a ving statement: "Mi pe anent label with the manufacturer's name or logo, city, state and ounty 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_ The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0108.01 Expiration Date: May 2, 2007 Approval Date: May 2, 2002 Page 1 } NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE .108 ME 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 this Notice of Commencement. 1. Legal description of property and street/address: I75S Al. q rd s' re E 2. Description of Improvement: Lt e r { u,/ f v, 0 (i'L Iln .J 3. Owner(s) name and address: - n ) (IQncz, �C - oroY, 1z53 A Interest in ro e p p rty: nr IP r Name and address of fee simple titleholder. 4. Contractor's name and address: Rich 1 Cor-1S`1 ,'c c Gf i 40 yhJ 1 J 1�-I( c %Ir') V� < . Qr . ; . t � � � ? - �%� 1- �'s -r-�! � �.' C�.r .1--� '-'� 75� 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 himseif, 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 thls Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specifics � o -PLe ' aft e� _e."2 'Sign lure of Owner kb' Print Owner's Name I b po r (yy-) Sworn to and = cribed before me this 15 da o Notary Pu LI,& P A Print • ry' Name r My commission expires: 1 / / 6 () A 123.01 -52 PAGE 4 a,oa 4 ,.. N , Angela M Becker i O • p My Commission DD150048 Expires November 15, 2006 STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that thrs rs a true a of the orrgrna! Pilo i I ofbc0on =7 day ,AD20 and OffiCial Seal. cwt and County Courts D.C. WYITWESS m K RVEY RUVIN, ' Prepared by 2011. Address: 12_`5 41. 'r: 93 ' c '(✓ f on-) I She) 00s i 3 I3ej 0 3R034393 2003 JAN 15 14:51 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/21/2003 Applicant: JOSE & MILENA OVIEDO Owner: OVIEDO JOSE & MILENA JOB ADDRESS: 1255 NE 93 ST Contractor Local Phone: Parcel # 1132050270090 Building Permit Permit Number: BP2002 -2096 Contractor's Address: Page 1 of 2 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: Description Amount FEE2002 -6937 Notary Fee $5.00 FEE2003 -311 CCF $18.00 FEE2003 -343 Buildier's Bond $300.00 FEE2003 -344 Building Fee $132.40 FEE2003 -345 Building Fee Total Fees: Total Fees: $783.00 Total Receipts: $783.00 Permit Status: APPROVED Permit Expiration: 6/2/2003 Construction Value: $30,000.00 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 agen ervants or employees. (INSPECTOR) BY: In sideration 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: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/21/2003 Applicant: JOSE & MILENA OVIEDO Owner: OVIEDO JOSE & MILENA JOB ADDRESS: 1255 NE 93 ST Contractor Local Phone: Parcel # 1132050270090 Fees: Description Amount FEE2002 -6937 Notary Fee $5.00 FEE2003 -311 CCF $18.00 FEE2003 -343 Buildier's Bond $300.00 FEE2003 -344 Building Fee $132.40 FEE2003 -345 Building Fee $327.60 Total Fees: $783.00 Total Fees: $783.00 Total Receipts: $783.00 Permit Status: APPROVED Permit Expiration: 6/2/2003 Construction Value: $30,000.00 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. Building Permit Permit Number: BP2002 -2096 Contractor's Address: Page 1 of 2 Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT (INSPECTOR) BY: In con ration 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: • ••• • • • • P: • • ••• • • • • ▪ .:. • • AJ •• • • • • • :: • • • ▪ • • • • • • • • • • • • • • • • . • • • • • •• • •• • • • • • • ••• •� • • • • X 0 • •• • • • • • ••• •. • • ALUMINUM SLIDING GLA:'S DOOR LARGE AND SMALL MISSILE IMPACT RESISTANT NOA: 00 - 120.03 O X Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. fa 33012 Ph: (305)354 -9952 Fou:(305)828 -5116 XP. 0442-2007 M I A M IDADE BUILDING CODE COMIPLIAAILE ®F fIclEI rC0; • PRODUCT CONTROL DIVISIQSN • • • • • • • • • • ••• ••• ••• • NOTICE OF ACCEPTANCE (NOA) -- Sunshine Windows 1%Ianufact8Pie� :lnc.. ; ;. • • • Hialeah, FL 33012 •• • ' 1745 W. 33 Place • •• • • •• •• • • • • • • • • . • • ••• • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • ••• ••• • • • • ••• • • • •' . • • • • •• ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290s SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of thc applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Codc. DESCRIPTION: Series 1600 Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. SGD00 -02, dated 03/12/02, titled "Series 1600 Aluminum Sliding Glass Door Large Missile Impact Resistant ", sheets I through 3, prepared by manufacturer, signed and scaled by Francisco Hernandez, P.E., bearing thc Miami -Dade County Product Control Approval stamp with thc Notice of Acceptance numbcr and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small 'Missile Impact Resistant LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, statc 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 thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bccn 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 thc NOA is displayed, thcn it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be providh d 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 of this page I as well as approval docun ent mentioned above. The submitted documentation was reviewed by Manuel P' ez, P.E. NOA No 00- 1120.03 Expiration Date: April 12, 2007 Approval Date: April 12, 2002 Page 1 • • ••• •• •• e • • • • • • • • • • • • •• • o 0 • • ••• • • • • •— -- • - - ••• •• •• • • • • • • • • • • • • • ••• Il 1S S PANEL : DIMENff( :. IN MMES • 24 30 36 48 24 30 36 48 80 96 • • 0.0 • • , • • • • 1 • • • • • , •• • • . • • • • ( t X /XO • • ••. -- IMPACT RESISTANT GLASS 3/16®° TAPCONS SITIVE 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEGATIVE 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 TYPICAL AN ORS: THRU I" BY WOOD t UCK AND MO MASONRY 3/16" TAPCONS IN PAIRS 1 1/4" MIN. EMBEDMENT INTO CONCRETE INTO 2°° BY WOO t' > UCK OR IN1Ti• 'i °'F OOD STRUCTURE 3/16" TAPCONS IN PAIRS 1 1/2" MIN. PENETRATION INTO WOOD GLAZING: GLASS OPTIONS: A) 3/8" OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH A GLASSLAM SAFETY PLUS INNERLAYER, BY NEBULA GLASS INTERNATIONAL INC. B) 5/16" OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH .090 INNERLAYER FILM, SAFLEX /KEEPSAFE MAXIMUM BY SOLUTIA INC. , BETWEEN THE TWO LITES OF GLASS. C) 5/16" OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH .100 INNERLAYER FILM AND ADHESIVE, SAF —GLAS BY SECURITY IMPACT GLASS HOLDINGS L.L.C., BETWEEN THE TWO LITES OF GLASS. METHOD: CHANNEL GLAZED WITH 1/2" GLAZING PENETRATION USING A BLACK COLORED SILICONE DOW CORNING 995 OR SIMILAR. 6" MAX /A) 45" DAY LIGHT OPENING C3) 6" MAX. z z w a a 0 0, DOOR WIDTH 17" MAX. x 17" MAX. XO / OX (2 PANELS - 2 TRACKS) ELEVATION 0 L0 1 3 Approved as complying with the &lurid Dut�tiag ode Date/ 11f2cC)Z_ NORM (-)n 1 12 C:4 Miami Dade Product rot ®' isi Dy FRANCISCO HER 4ANDEZ FL. PE / 51393 Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384-9952 Fax:(305 )828 -5118 ;1i Drawn B J N Date: 3 -12 -02 scow: 1/2"=1 Revision: Revkion: DRAtI1NG w0. SGD00 -02 SHEET 1 OF 3 A i • • •• • • \ ✓ • • •••- •- - •- • •• •• •• • • • •• •. • o e e • • • • • • • • v • • • • • • • ••• • • • • ••• f • 2 WEEP NOTCH (ONE AT EACH END OF SCREEN RETAINER TRACK) • • • . • • • 4 •.• ••. •. • • • • • L (3) 0 10 X 1 1/2" PH S.M.S • • 4 5/16" •• • • • • • • t • • FOR ANCHOR TYPE, SPACING AND EMBEDMENT SEE SHEET 1 OF 3 • • • • • • • • i VERTICAL SECTION • • • • • • /. ••• ® • . \' 1/4 X 1 WEEP HOLES AT EA. END OF DOOR TRACKS FOR ANCHOR TYPE, SPACING AND EMBEDMENT SEE SHEET 1 OF 3 1" X 3/4 X 1/8 ALUM. ANGLE 4 1/8" LONG AT MIDSPAN OF MOVING PANEL SEALANT 1/8 HEAT STRENGTHENED B ERGdV TRLS: C RE IRA 1.1 Jfl VG + 702 76.6 P2I I R ALIL MEMO GLASS IncxIR X11 IANAL OE BIJIALI 'EMIR TIM UI TII'IP (1) 1/2 X 1 1/2" X FULL LENGTH STEEL BAR INSIDE EACH INTERLOCK STILE 08 X 1 SMS AT 16" 0.C. 1BY OR 28Y W000 BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYP FOR ALL WOOD BUCKS) A GLASSLAM SAFETY PLUS INNERLAYER 1/8 HEAT STRENGTHENED SIUCONE DOWCORNING 995 OR SIMILAR (4) 0 8 X 1 S.M.S — AT EACH LEG OF ANGLE DOOR WiDTH LC iOEFECdV I1 Aloe a ECTLIOA 1/8 HEAT STRENGTHENED B .090 INNERLAYER FILM, SAFLEX/KEEPSAFE BY SOLUTIA 1/8" HEAT STRENGTHENED GLAZING OPTIONS SIUCONE DOWCORNING 995 OR SIMILAR (3) 0 10 X 1 1/2" PH S.M.S 1 X 2 X 1/8 X 1 3/4 ALUM. ANGLE AT TOP AND BOTTOM FOR ANCHOR TYPE, SPACING AND EMBEDMENT SEE SHEET 1 OF 3 1/8 HEAT STRENGTHENED c .100 INNERLAYER FILM, AND ADHESIVE SAF —GLAS BY SECURITY IMPACT GLASS 1/8° HEAT STRENGTHENED SIUCONE DOWCORNING 995 OR SIMILAR Approved an com plying with the [Florida Be iag ode Date ' tvo. Miami Dade Product C Di isle By MUNCIE= Ht'�i '�..^,^'IIEE FL PE 0 51Z33 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plcca Hialeah, Florida 33012 Ph: (305)384 -9952 Fatt:(305)828 -511 Drawn Bp: J N ate: 3 -12 -02 scale: 1 /2"= 1 " Revision: Ravhdon: DRAW= W. SGD00 -02 SHEET 2 OF 3 3 .L OF MATERIAL Fro PAM UV PART DESCRIPIION TERIAL 1 SSW -002. 1 2D -2T FRAME HEAD 6063 —T5 2 SSW -0002 1 20 -2T 3" FRAME SILL 6063 —T5 3 SSW -001 2 20 2T FRAME JAMB 6063 —T5 4 SSW -005 2 TOP RAIL 6063 —T5 5 SSW -004 2 BOTTOM RAIL 6063 —T5 6 SSW -999 2 INTERLOCK 6063 —T6 7 SSW -007 1 FIXED STILE 6063 —T5 8 SSW -106 1 LOCK STILE 6063 —T6 9 SW -628 2 ROLLER ie HOUSING STEEL 10 SW —STEEL 2 1/2 X 1 1/2 X FULL LENGTH FLAT BAR STEEL 11 — AS REQ'D SILICONE DC -995 12 SW -3257 1 BULB WHEATHER STRIP VINYL 13 SW -3082 1 BULB WHEATHER STRIP VINYL 14 SW -2227 2 FLAP WHEATHER STRIP VINYL 15 SW -1125 6 PILE WEATHER STRIP POLYPROPYLENE 18 SW —R ANGLE 1 3/4 X 1 X 1/8" X 4 1/8" 6063 T5 17 SW —AS AS REM #8X1" ASSEMBLY SCREWS SMS 18 SW —ANGLE 2 1 X 2 X 1 3/4" X 1/8" 8083 —T5 19 SW —STEEL 2 3/4" X 3/8 X FULL WIDTH FLAT BAR STEEL 20 S -7130 1 HOOK LOCK STEEL 21 S- 7130 -10 1 KEEPER 2AMAK # 3 - • • • - • • ••• —.-- •• •• GO o e • •• •• • • • • • • • • • 11. • • • • • • • ••• • • • 1.375' . . • • • .062 CD FIXED STILE SSW -007 6063 —T5 • • ••• • • 1 • •••• • • • • • •• • •• • •. • • 2.010 • • • ••• BOTTOM RAIL SSW -004 6063 —T5 .050 0.917 0.937 3.835 .050 2T HEAD SSW -002 6063 —T5 0.750 4.312 2T HI —RISE SILL SSW -0002 6063 —T5 OD HD INTERLOCK SSW -999 6063 —T6 LOCK STILE SSW -106 6063 —T5 3.925 2T JAMB SSW -001 6063 —T5 TOP RAIL SSW -005 6063 —T5 Approved as complying with the Florida Bolding ode Da tc0-1/ NO % l f2 Miami Dade Product C DI 'Islam ar. FRANCISCO HERNANDEZ FL. PE # 51393 ii.) if d A I/L FRAME BOTTOM CORNER PANEL TOP CORNER PANEL BOTTOM CORNER Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pleas Hialeah. Florida 33012 Ph: 1305)3E14-9952 Fau :305 8 -3115 Drown By: JN Dote: 3 -12 -02 Scale: 1 /2 " =1 " Revision: Revision: DRAWING N0. SGD00 -02 SHEET 3 OF 3 i .• • i • .. • 4 0 0 0 0 i 26j/ ° 2811/80 POs. Mt. 0.0. 09 /, 99 Q REV. � 1 �.l • .XYI .96 75.0 0 � ^ e /r se 74.4 1 •o•a •uwu 75.0 75.0 24 75.0 I. 18 75.0 0 i .• • i • .. • SYSTEM 0 0 DOOR HEIGHT W/0 SIDEUTE 26j/ ° 2811/80 POs. Mt. 0.0. 09 /, 99 0 0' 0 'XVII 3' -0" • .XYI .96 75.0 : 0 74.4 1 •o•a •uwu 75.0 75.0 24 75.0 75.0 18 75.0 0 12 75.0 75.0 2' -6" 75.0 -r 37 .- t I I DESIGN IMMURES IN IP 1F MR ] OOWSICIIDIEILf1E SYSTEM 0 0 DOOR HEIGHT W/0 SIDEUTE 26j/ ° 2811/80 POs. Mt. 0.0. 09 /, 99 0 0' 0 'XVII 3' -0" • .XYI .96 75.0 : 0 1 , 1 74.4 1 t I 75.0 75.0 24 75.0 75.0 18 75.0 DESIGN IMMURES IN IP 1F MR ] OOWSICIIDIEILf1E SYSTEM 0 0 DOOR HEIGHT W/0 SIDEUTE 26j/ ° 2811/80 POs. Mt. 0.0. g ,9 /C 98 0 0' 0 'XVII 3' -0" • .XYI .96 75.0 75.0 37 74.4 1 t I DESIGN IMMURES IN IP 1F MR ] OOWSICIIDIEILf1E SYSTEM DOOR LEAF WIDTH DOOR HEIGHT W/0 SIDEUTE SIDE LITE SIN ICHES) W/SIDEUTE POs. NEC. POS. NEG. 3' -0" 8' -0 75.0 75.0 37 74.4 74.4 30 75.0 75.0 24 75.0 75.0 18 75.0 75.0 12 75.0 75.0 2' -6" 75.0 84.6 37 .- 75.0 75.0 30 75.0 82.8 24 75.0 83.6 18 75.0 84.6 12 75.0 84.6 3' -0" 6 ° -8" 75.0 90.0 42 75.0 86.9 37 75.0 90.0 30 75.0 90.0 24 75.0 90.0 18 75.0 90.0 12 75.0 90.0 2' -6" 75.0 98.9 42 75.0 86.3 37 75.0 91.8 30 75.0 98.9 24 75.0 98.9 18 75.0 98.9 18 75.0 98.9 6' MAX 13 j MA.X 72 MAX. DOOR WIDTH • . • *of. .•• •. •• • • • •; • • • ; . : ■ • • • • • • • • • ••• • • •.. . • • • • ••• • • - .. • • • • • • ... • • • • • • • • • •. • • 1 L 13 ° 6 MAX ` Wf 37' MAX. SIDELf1E WIDTH 13° 37' MAX. DOOR WIDTH to 37° MAX. STOREFRONT SIDEUTE WIDTH MANMADE COUNTY AP OVED SEITITERS REQUIRED REV. SON 13 MAX 13 6 37' MAX. 13' I 6 MAX - MA 37° MAX. FRENCH SIDEUTE WIDTH 13° MAX • 13 37 MAX. FRENCH DOOR WIDTH a SIDEUTE WIDTH • 6 13 MAX 1 §- 13• j MAXI MAX 72 MAX. DOOR WIDTH 37 MAX. FRENCH SIDEUTE WIDTH 37 MAX. FRENCH SIDEUTE WIDTH i0 to a, NOTES: 1. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE. 2. GLAZING. 3/16' TEMPERED GLASS FOR FRENCH DOORS AND SIDEUTES. 1/4 TEMPERED GLASS FOR STOREFRONT SIDEUTES. 3. COLONIAL MUNTINS CAN BE APPLIED. Appro'ctl as curuply ing with the Florida Buidiog Colic Dote Mimi Mimi Dade Prod Ca D'nisio By FFWCC19�00 1 ANDE2 51 Sunshine Windows Manufacturing, Inc. 1745 W. 53rd P1aco Hialeah. Florlda 33012 Ph: 305)384 -9932 Fott: (305)32® -311® D rawn B,: M H Date: 12 -10 -01 Seals: Revision: Revision: DRAWING NO. FD -01 SHEET -1 OF 4 Sunshine Windows Manufacturing, Inc. 1749 W. 33rd Placo Hialeah. Florida 53012 Ph: (309)394 -8952 Fon:( 05)823 -5118 lin FRANCISCO :i5+ PO lid Structural Engineering 15113 SW 35 Teem. Miami, Florida 33185 Phone (786) 683 -2429 SERIES 2001 ALUMINUM FRENCH DOOR Drown By. M H Dote: 12 -10 -01 Scale: 1 /2' R®vleion: Revision: DRAWING M. FD -01 SHEET 20F4 • ••• • • .S• • • • • • . • • • a V th • • ••• • .• Q . • ' �a • .• / • • .;i • • 3/16 TEMP. GLASS FOR DOOR 4 4 1/4 TEMP,CLASS FOR SF SIDELITE SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYP FOR ALL W000 BUCKS) . 01tl • Qv ff ® 1/4" IAPCONS WITH 1 1/2' MIN. EMBEDMENT INTO MASONRY ®6 FROM CORNERS AND THE REST 01113 O.C. MAX. (TYP FOR HEAD & SILL) O 110 X 1 S.M.S. 01 FROM BOTTOM AND TOP OF FRAME, NEXT ANCHOR SPACED TO 3 AND THE REST ®t2 O.C. MAX. #10 X 1 1/2 S.M.S. (54 FROM BOTTOM AND TOP OF FRAME, AND THE REST 12 0.C. MAX. (TYP FOR CONNECTION BETWEEN DOOR JAMB) DETAILS APpmed e9 complying with the Trida t3 Code Date N.r c , & cO IdOAq_a�_ of n k .o Miami Dade Produy,Coot Division By Q / 10 X 1 1/2° S.M.S. C4 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012 0.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) FRANCISCO HIERNANDEZ FL PE ,f 51383 • ••• • • • • • • • • • • • • • .•• • • • • • • . • • • • • 9410 • • • •.• • • • • • • • : • • • • • • • • 1/4 TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO MASONRY - 6° FROM CORNERS AND THE REST a 12 O.C. MAX. (TYP FOR DOOR JAMB) O ••• • • • .—.0-0- •• •• • • • • • • • • •• 0 0000 • .• • •• • • • • • •• • .• • .: •' ..• • • • • e 3/16 TEMP. GLASS FOR DOOR v • 1/4 TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO MASONRY ®6 FROM CORNERS AND THE REST 12 O.C. MAX. (TYP FOR JAMBS) 1 1 /4 TEMP. GLASS FOR SF SIDELTTE DETAILS ( 3/16 TEMP. GLASS FOR FRENCH SIDELTTE 110 X 1 1/2 S.M.S. ©1 FROM BOTTOM AND TOP OF FRAME, NEXT ANCHOR SPACED TO 3 AND THE REST @12 O.C. MAX. 10 X 1 1/2 S.M.S. 6, FROM BOTTOM AND TOP OF FRAME, AND THE REST ©12 O.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) #10 X 1 1/2 S.M.S. ©4 FROM BOTTOM AND TOP OF FRAME, AND THE REST 12 O.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) 3/16' TEMP. GLASS FOR DOOR Approved as complying wily the Florida Bolding Code Date L co NOM pe -vIV .& Miami Dade Pmd4ct Division Br 1/4 Jr11M MAA. FRANCISCO HERNANDEZ FL PE / 51303 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 93012 Ph: {305)364 - 9952 Fan:(3O5)1329 -5115 Dram lid: MH Dote: 12 -10 -01 Scalo: 1/2D=101 Rwlmlon: Romblon: DRAWING NO. FD -01 SHEET 3 OF 4 1.75" SF HEAD AND JAMB SW -30658 5.00 0 FD HEAD SW -38 • •• • • • • . • • • • • • • • • • • • . • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • 3.50 FD FLAT FILL COVER SW -40928 .078 • • • • • • • • • . • • 4.00 sr a O SF SILL SW -30656 1.687 SF SILL STOP SW -30657 .078 O n 5.00 FD SILL SW -40 5.00 O FD JAMB SW -37 SF VERTICAL SW -43890 • 0 4.00 FD TOP do BOTTOM RAIL SW -39 0 o n 4.375 J • APProred as compfyiad Florida BuldiogCode Date Mi Z 1C0 NOAS • 0 t Miami Dade Prod iteb C eatr Division .687' .062 FD VERTICAL STILE FD ADAPTER SW -36 SW -47 1.908 21 • FD HINGE SW 57 with thr FRANCISCO HERNANDEZ By y V ! l FL. PE , 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 53012 Ph: (305)364 -9952 Fatt:(305)829 -5118 C.+ s 1 M 0 g A .,st: i 2,711 r Drown Br M H Date: 12 -10 -01 Scale: 1 /2 " =1 Revision: Revision: DRAWING NO. FD -01 SHEET 4 OF 4 .12 I IL, OF MATERIAL No PART QTY PART DESCRIPTION MATERIAL 1 SW -30658 AS REVD STOREFRONT HEAD AND JAMB 6063 —T5 2 SW -30656 AS REVD STOREFRONT SILL 6063 —T5 3 SW -30657 AS REVD STOREFRONT GLASS STOP 6063 —T5 4 SW -43890 AS REVD STOREFRONT VERTICAL 6063 —T6 5 SW -40928 AS REVD COVER PLATE 6063 —T5 5 SW -37 AS REVD FRENCH DOOR JAMB 6063 —T6 7 SW -38 AS REVD FRENCH DOOR HEAD 6063 —T6 8 SW -40 AS REVD FRENCH DOOR SILL 6063 —T6 9 SW -39 AS REVD FD TOP AND BOTTOM RAIL 6063 —T5 10 SW -36 AS REVD FRENCH DOOR VERTICAL STILE 6063 —T6 11 SW -47 - AS REVD FRENCH DOOR ADAPTER 6063 —T5 12 SW -2683 AS —REVD GLAZING GASKET VINYL 13 SW -2390 AS REQ'D GLAZING GASKET VINYL 14 SCREWS AS —REVD # 8 X 1" SMS 15 SCREWS AS —REVD # 10 X 1" SMS 16 SCREWS AS —REVD # 10 X 1 1/2" SMS 17 SCREWS AS —REVD # 8 X 1" SMS 18 SW -3332 AS REVD FIN PILE WEATHER STRIP POLYPROPYLENE 19 SW —L1 1 LOCK (LATCH) METAL 20 SW —L2 1 LOCK (DEAD BOLT) METAL 21 SW -57 3 PER LEAF 8" HINGE 6063 T5 22 SW —FB 2 PER LEAF FLUSH BOLTS METAL 1.75" SF HEAD AND JAMB SW -30658 5.00 0 FD HEAD SW -38 • •• • • • • . • • • • • • • • • • • • . • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • 3.50 FD FLAT FILL COVER SW -40928 .078 • • • • • • • • • . • • 4.00 sr a O SF SILL SW -30656 1.687 SF SILL STOP SW -30657 .078 O n 5.00 FD SILL SW -40 5.00 O FD JAMB SW -37 SF VERTICAL SW -43890 • 0 4.00 FD TOP do BOTTOM RAIL SW -39 0 o n 4.375 J • APProred as compfyiad Florida BuldiogCode Date Mi Z 1C0 NOAS • 0 t Miami Dade Prod iteb C eatr Division .687' .062 FD VERTICAL STILE FD ADAPTER SW -36 SW -47 1.908 21 • FD HINGE SW 57 with thr FRANCISCO HERNANDEZ By y V ! l FL. PE , 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 53012 Ph: (305)364 -9952 Fatt:(305)829 -5118 C.+ s 1 M 0 g A .,st: i 2,711 r Drown Br M H Date: 12 -10 -01 Scale: 1 /2 " =1 Revision: Revision: DRAWING NO. FD -01 SHEET 4 OF 4 12/17/2002 00:10 3056351574 MJGO DACOSTA FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: REMODELING TP PAPARONI'S HOUSE Address: X7256 NE 913 STREET City, State: MIAMI SHORES. "FL 331311 - Owner: Climate Zone: South 1. New cansaraction m existing 2. Single family or multi-family 3. Number of units, if multi - family 4. Nwnber of Bedrooms 5. Is this a worst case7 6. Conditioned Boor area (11') 7. Glass at & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Twnotlbet SHGC - double pane 8. Floor types a Slab-On-Grade Edge b suletion b. N/A c. N/A 9. Wall types a. Concrete, 4u Insul, E.xteriet b. Concrete, tilt Instil, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic b. N/A I hereby certify that the plans and specifi by this calculation are in compliance wi Energy Code. PREPARED l . DATE: 14- New Stogie tun* _ 1 2 _ No 2370 IF 380.8 R' 0.0 ft' 0.0 ft' R=0.0, 219.0(p) O _ R-5.0, 1504.0 ft' Rm5.0, 248.0 R' R =30.0, 2370.0 tr Sup. R-6.2, 80.011 ions covered the Florida 1 hereby certify that this building, as designed. is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 12. Cooling systano a. Central Unit b. N/A c. N/A 13. Heating systems a Electric Strip b. N/A c. N/A 14. Hot water systems a Electric Resistance b. N/A Glass/Floor Area: 0.16 Total as -built points: 30503 Total base points: 33614 Builder: Permitting Office: Permit Number Jurisdiction Number c. Conservation coedits (HR -Heat recovery, Solar DHP- Ucdicatod hem pimp) 15. HVAC credits (CF- Ceiling fan, CV -Crass ventilation. HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Mullion coaling, MZ- H- Mu1timne heating) EnergyGaugetD (Version: FLRCCPS 4.22) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section $53_f3O8 Florida Statutes. PAGE 04 Cap: 41.0 &Btu/br SEER: 12.40 _ Cap: 29.8 liEtu/hr COP: 1.00 _ Cap: 55.0 golloos _ PE: 0.89 BUILDING OFFICIAL: DATE: BASE -._._. �. _ _�_ AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2370.0 52.80 13884.6 Slnyb, Clear M 3.0 8.0 100.8 33.94 0.89 3029.0 Single, Clair Id 3.0 4.0 9.0 33.84 0,76 233.7 Stagie, Class N 3.0 4.0 27.0 33.94 0.70 701.0 Single. C9ata E 3.0 8.0 45.0 73.03 0.83 2715.8 Single. Clear E 3.0 5.0 24.0 73.03 0.89 1192.9 Single. Cleat E 3.0 3.0 0.0 73.03 0.53 233.5 Single. Cleor E 3.0 4.0 33.0 73.03 0.61 1602.6 Ste, Clear S 3.0 5.0 48.0 62.19 0.82 1858.7 Single, CIO= S 7.0 6.0 • 40.0 62.19 0.59 1233.4 Singh, Claw S 7.0 8.0 24.0 W.19 0.54 807.5 $ing9e, Clew !FY 9.0 5.0 92.0 65.53 0.70 546.7 Since, Clear W 3.0 4.0 9.0 65.53 0 83 372.3 As- sirdlt Total: 3610.0 94328.8 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points A dja c ent 248,0 1.00 248.0 Concrete. lid Inset, Extensa 5.0 1504.0 2.00 3006.0 EIRIIOr 1504,0 2.70 4080.8 Canister, let lnstil, Adjacent 5.0 248.0 9.10 272.8 Bass 'renal: 1792.5 4300.8 As- ecru) Total: 9768.0 3290.8 0008 TYPES Area X BSPM = Pants Type Area X SPM = Points _ 188 2.60 Adjacent . . 489 . Exterior Wood 21.0 40 9.40 197.4 197. Exterior 21.0 6.40 134.4 Atiac0i1 Inoutsted 18.8 2.60 48.6 Baas Togs!: &1s) 183.9 Ile -6u15 Total: 959.0 246.3 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Pants Under Attie 2370.0 2.80 8038.0 Under Alter 30.0 2370.0 2.77 X 1.00 8584.9 Base Total: 2370.9 6988.0 As -BuHt Bela!: 2310.0 6664.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 219.0(p) -20.0 4380.0 SlabOn -Grade Edge Insulation 0.0 219 -20.00 -4380.0 Raised 0.0 0.00 0.0 Bose Twat: 4380.0 A*-8u Told: 219.0 4380.0 12/17/2002 00:10 3056351574 HUGO DACOSTA FORM 800A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PAGE 05 I ADDRESS: 12155 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT t 1 Enea$yGauga® OCA Foam 1 EncegyGeigreeFlaRE81001 FIfCPB v3.22 BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2370.0 18.7944532.3 2370.0 18.79 44532.3 Summer Base Points: 65144.9 Summer As -Built Points: 64771.1 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) r ~ • . 65144.9 0.4266 27790.8 64771.1 1.000 (1.071 x 1.185 x 1.00) 64771.1 1.00 1.248 0.275 0.276 1.000 1.000 22234,7 22234.7 12/17/2002 00:10 3056351574 HUGO DACOSTA . FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Budding Performance Method A - Details PAGE 06 ADDRESS: 1266 NE 93 STREET, MIAMI SHORES, FL., 33139- PERMIT 0: Evexe9YGauge' DCA Form $00A-2001 Ene1yGaugeafFI RES'2001 FU$CPIO 0/9.22 12/17/2002 00:10 3056351574 1255 NE 93 STREET MIAMI SHORES, FL 33138- Totals for Cooling Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only REMODELING TP PAPARONPS HOUSE Sub otsal Duct galn(using duct multiplier of 0.90) Total sensible gain Latent infiltration gain Qf or 50 gr. humidity difference) Latent occupant gain (18 people fp 230 Btuh per person Latei I lit other gain TOTAL GAIN Key Window types (SNGC - Shading ooeffxiani of glass s SHGC numerical value or as deer or tint) (U - Window U- Factor ar'DEF for default) (InSh - Interior swine device: none*. BlllndslaDaparios(8) ar Roper Shades(R)) (E)Sh - Exterior shading devloec none* or numairal wine) (Omt - compass orlenfallon) HUGO DACOSTA PAGE 07 Professional Version Climate: South 12/18/02 23883 Btuh 2389 Btuli 28271 Btuli 6652 Btuh 1380 Btuh 2400 Mull 38703 Btuh BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Poin .19 2370.0 3 1008.8 Single. Clear N 3.0 8.0 100.8 4.91 0.99 488.2 Single, Clear R1 3.0 4.0 9.0 4.81 0.97 43.0 Single, Clzp N 3.0 4.0 27.0 4.91 0.97 128.9 Single, Clam E 3.0 8.0 46.0 3.78 1.03 174.7 Sfng!<a, Guar E 3.0 5.0 24.0 178 1.03 85.5 Sfegls, Clear E 3.0 3.0 6.0 3.76 1.11 25.0 Sing*, Clem E 3.0 4.0 36.0 3.78 1.08 145.8 Single. Clear S 3.0 5.0 48.0 3.55 1.18 201.5 Single, Clear S 7.0 8.0 40.0 3.58 1.37 194.4 Single. Clear S 9.0 8.0 24.0 3.56 1.30 110.5 Sing. Clsss W 9.0 5.0 12.0 4.47 1.01 54.3 Singh. Ciar W 3.0 4.0 0.0 4.47 1.02 41.0 Aix-Built Tote,: 288.8 1792.9 WALL TYPES Area X BWPM = Points Type R- Veins Area X WPM = Points Adjacent 248.0 0.50 124.0 Calcxete, Int Insuf, Ej4ar1or 5.0 1504.0 0.90 1383.8 Exterior 1504.0 0.80 902.4 Concrete, Is Insu1, Adjacent 5.0 248.0 0.40 992 ease Total: 1752.0 1026.4 As -BuUt Total: 1752.0 1482.8 = DOOR TYPES Area X BWPM Points Type Anse X WPM = Points A4aoent 18.8 1.30 24.4 Exterter Weed 21.0 2.60 58.8 Exterior 21.0 1.60 37.8 Adacent Mangled 18.8 1.30 24.4 Base Total: 29.0 02.2 As-8ullt Tota9: 30.0 892 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM 1L W(M = Points Under Attic 2370.0 0.10 237.0 Under Attic 300 2370.0 0.10 X 1.00 237.0 Base Total: 2370.0 2370 As.Burlt Total: 2370.0 237.0 FLOOR TYPES Area X BVVPM = Points Type R -Value Area X WPM = Points Sly 219.0(p) - 2.1 .459.9 Sleb-On -Gr®0e Edge Inauleilon 0.0 219.01p - 2.10 -459.9 Raised 0.0 0.00 0.0 Base Total: 489.9 As -Built Total: 2190 x880 12/17/2002 00:10 3056351574 HIJGO DACOSTA FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PAGE 08 I ADDRESS: 1255 NE 93 STREET, MIAMI SHORES, FL, 33139- PERMIT #: Erter0081009 DCA Farm 650A -2001 EnetgyGaugeaciaRES7001 FLRCP8 v3.22 BASE AS-BUILT :. INFILTRATION Area X BWPM Poi nts A W....,..�..�.�.. rea X WPM = , Points 2370.0 -0.00 Winter Base Points: -1422 1730.3 2370.0 .0.00 -1422 Twinter As -Built Points: 2873.8 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x OSM x AMU) Heating Points 1730.3 0.8274 1085.6 2873.8 1.000 (1.097 x 1.137 x 1.00) 2873.8 1.00 1.247 1.000 1.000 1.000 1.000 3583.4 3583.4 12/17/2002 00:10 3056351574 HUGO DACOSTA FORM 800A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1255 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT 0: Ewe" DCA Form 800A -2001 Ennyf3sugdrFIaRES'2001 FU CPB 43.22 PAGE 09 12/17/2002 00:10 3056351574 HIJGO DACOSTA FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1255 NE 63 STREET, MIAMI SHORES, FL, 33138. PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Bedrooms 2 2369.00 4738.0 Tank IEF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 55.0 0.89 2 9.00 2342.38 1,00 4684.8 A4r&ult TOO: 4884.0 CODE COMPLIANCE STATUS BASE Cooling + Heating + Hot Water = Total Points Points Points Points 27791 1086 4738 Cooling Points Heating Points Hot Water = Total Points Points 33614 22235 3583 4685 30503 AS- BUILT PASS Eno gyGoug®° OCA Form 80042001 EnOrgg38 iFlaRE8 2001 FLRCPe K3.22 PAGE 11 DOMPONENTIM 9ECTlOW 806.1.A8C.1.1 REQUIREMENTS FOR 8AAC1t ReACTICE Mtodmum:.3 Nm/sq.fl. window ants .5 dMSq.6. door men. CI#COF ! Exterior Windows & Doors Exterior & Adjacent Walls 606.1.A$C.12.1 Caulk, gasket, vdaatheratrip or seal between: wlndawNdoae & frames, Surroundenli war; foundation & wan solo or sr plate; joints between exterior wed panels at camas; utility penetration: between wall panels 0 tap/bottom pietas: between wads and floor. Swimming Pods & Spas 612.1 Spec S headed pools must have rovers (exert solar heeded). Non- ccmmerclal pods must same a purrs tinter. Gas spa & pod heaters must have o minimum thermal efficiency d 75%. EXCEPTION: Frame waN whams e continuous infiltration barrier is inetdied that ems from and la seed to the foundation to the tap plate. Shower heads Floors 6036.1.ABC.1.2.2 Pentanationslapenings >1/8" seeded unless becdxed by buss or At members. Air Dbtt0Won Systems 610.1 All ducts. (Rings. mechanical equipment and plenum chambers sham be mechanically attached, sealed, insult. and ablated in accordance with the criteria of Section 690. Duets In uncaddioned attics: R4 min. insulation. EXCEPTION: Frame floors alarm a continuous inhl rxiton barmier is installed that is sated to the perimeter, penetrations' and °erarns. ' HVAC Comrota Ceilings 806.1.ABC.1.2.3 Between wads & ceilings: penetrations of ceding plane of top floor; wound shafts, chases. soffits, chimneys, cd,inete sealed to continuous sir barrier, gaps in gyp boar) & top pixie: I Insulation 00a.1. 002.1 Ccllunga -Min. R -19. Common wale- France R -11 or CBS R -3 both sides. COrtlmon ceding a flops R -11. attic access. EXCEPTION: Frame ceidngs where a continuous irdigrdlon barrier Is instated Vial le anted tat the perenem► at penetrations and sews. R ecessed Lighting Fixtures -- 608.1.ABC.1.2.4 Type IC rated wlh no penetrations, sealed: or Type IC or non -IC rated. installed inside a sewed boom sibs 12- cloamsnce & 3" (ram insulation; or Type IC robed with 4 2.0 aim from conditioned epeoe. tested. Amory Hanes 606.1.$iB Air b�trier on of floor Cemdill b ehwuen floors. Additional Infiltration reties 606.1.ABC.1.3 Exhaust tens verifed to outdoor*, dampers; ca mbuatlon apace heaters cry worth NFPA. nave combustion air. $ COMPONENTS SECTION REQUIREMENTS t When Heaters 612.1 Compty with efficiency requirements in Tetle 6-12. Switch or cleat, molted circuit breaker (electricLa cutoff (qas) mull beirovided. Eadern d or twill -In he trap eiNubed Swimming Pods & Spas 612.1 Spec S headed pools must have rovers (exert solar heeded). Non- ccmmerclal pods must same a purrs tinter. Gas spa & pod heaters must have o minimum thermal efficiency d 75%. Shower heads 612.1 Water flow must be reelected to no more than 2.5 gallant. per minute at 60 PSIG. Air Dbtt0Won Systems 610.1 All ducts. (Rings. mechanical equipment and plenum chambers sham be mechanically attached, sealed, insult. and ablated in accordance with the criteria of Section 690. Duets In uncaddioned attics: R4 min. insulation. ' HVAC Comrota 607.1 Seganats reedit/ arccesable manual or eulanati thsnnasta3d for each etmreterrm. I Insulation 00a.1. 002.1 Ccllunga -Min. R -19. Common wale- France R -11 or CBS R -3 both sides. COrtlmon ceding a flops R -11. 12/17/2002 00:10 3056351574 HUGO DACOSTA FORM 800A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details PAGE 12 ADDRESS: 1255 NE 93 STREET, MIAMI SHORES, FL, 33139- PERMIT S: 8A-21 INFILTRATION REDUCTION FIANCE CHECKLIST -22 OTHER PRESCRIPTIVE MEASURES ( must be mast or cateeed biv all rseldencea. Eno g esugeSe DCA Form 80014-2001 EftergyGmegegfifFeaRESI001 FI.RCPS 4.22 12/17/2002 00:10 3056351574 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. Nevi coststruction cc existing 2. Single family or multi- fanily 3. Number of urns, if y 4. IWattber of 8otrooms 3. Is this a worst case? 6. Conditioned Boor area (B') 7. Class area AC type a. Clear - single pane b. Clear - double pane c. Tmt/olber SHOC - single pane d. Tint/otber SHOC - doubly pane 8. Floor types a. Slab-On-Grade Edge lesulosioa b. N/A e. WA 9. Wan types a. Caoaete, let 6fsul, Eurenios b. Connate, bat bout, Adjacent • N/A d. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Rev: Unc. Aft: Not b Artie b. WA ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the mare efficient the home . 1265 NE 93 STREET. MIAMI SHORES, FL, 33138- Nay _ Single y 1 2 No 2370 t' 380.8 B' ~_ 0.011' 0.0 R' 0.0 fP R=0.0, 219.0(p) fin _ R =30.0, 2370.011 R =5.0, 1304.0 RR 11..5.0, 248.0 f1' _ Sop. R-6.2, 80.011 _ HUGO DACOSTA 12. Cooling systems a Centtd Unit b. WA c. WA 13. Healing systems a. Electric Strip b. N/A c. WA 14. hoes vista systems a, Mamie Resistance Cep: 55.0 gallons EF: 0.89 _ b. WA c. Conservation credits (HR -Heel recovery, Sonar DI P- Dedicated hen paten) t5. HVACcedoss (CF- Ceiling fan, CV-Cross vartilmiou, HF -Whole house flan, PT- Progranamble Thermostat, Ma -C- Murry cooling, MQZ -H-MuJ a besting) 1 certify that this home has complied with the Florida Energy Efficiency Cade Far Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant feezgdf Builder Signature' Date: /2_ 0 7.-1 Address of New Home: _Z Q 64 /V C 5J --(4 City/FL Zip: PAGE 13 Cap: 41.0 kRtuAtt _ SEER: 12.40 _ 'NOTE_ The home's estimated energy performance score is only available through the FIA/RES computer program. This is rml a Building .Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE Energy►StaP designation), your home may qua*? for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at wwtvfsec.ucfeduJor information and a list of cert/J1ed Raters. For information abota Florida's ,Energy Ff'wciency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. E (Version: FLRCPB v3.22) Cap: 29.8 UBadhr _ COP: 1.00 Location for weather data: Miami - Defaults: Latitude(25) Tamp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 2,3 F Summer temperature difference 95 F Total heating toad calculation 28963 Btuh Total cooling lord calculation 36703 Btuh Submitted heating capacity 29800 Btuh Submitted doling capacity 41000 Btuh Submitted as % of calculated 110.5 % Submitted as % of calculated 111.7 % Load component Load Window total 381 sqft 9483 Btuh Wall total 1752 sqft 3582 Btuh Door total 40 soft 418 Stub Ceiling total 2370 soft 3318 Btuh Floor total 219 ft 0 Btuh Infiltration 175 cfm 2882 Stull Internal gain 4200 Btuh Subtotal(senalble) 23083 Stub Duct gain 2388 Stull Total sensible gain 26271 Btuh Latent gain(infiltration) 8852 Btuh Latent gain(intemel) 3780 Stun Total latent gain 10432 Btuh TOTAL HEAT GAIN 36703 Btuh Load component Load Window total 381 stqft 8758 Btuh Wall total 1752 soft 5682 Btuh Door total 40 soft 399 tuh Ceiling total 2370 sift 1898 : uh Floor total 219 ft 4073 Btuh Infiltration 192 cfm 4870 Btuh Subtotal 25679 Btuh Duct loss 1284 8tuh TOTAL HEAT LOSS 26963 Btuh 12/17/2002 00:10 3056351574 ResidentlaI°System Sizin,g::Caiculation' Summary Project Title: REMODELING TP PAPARONI'S HOUSE 1255 NE 93 STREET MIAMI SHORES, FL 33138- WINTER CALCULATIONS Winter Heating Load (for 2370 saftl SUMMER:CALCULATIONS Summer Cooling Load (for 2370 soft) HJGO DACOSTA PAGE 14 aa(foe�> Daoo(1�) r_ -4) EnergyroaugeS ELRCPB b3.22 ouaa91s) Code Only Professional Version Climate: South 12/16/02 E System Sizing based o9+ ACCA Merncai J. PREPARED BV: GATE: v .....,,,.. Type . a nOs/S..., ..............-,.-..•• _nit Overhang Len H Window Gross Shy. -- - --- . HTM Unshaded Load 100.8 0.0 100.8 1814 Btuh 9.0 0.0 9.0 162 Bhuh 27.0 0.0 27.0 488 Btuh 45.0 8.0 37.0 2067 Etuh 24.0 11.7 92.3 850 Btuh 0.0 4.8 1.2 150 Btuh 38.0 22.4 13.6 1110 Stub 11.34 =WIN 4, z 8 ur) 48.0 48.0 0.0 03 884 Btuh 40.0 40.0 0.0 720 Mull 24.0 24.0 0.0 432 Btuh 12.0 3.3 8.7 j 512 Btuh 9.0 4.5 4.5 316 Btvh 381 _ 8 . Walls e R -Value Type Area HT I Load 1 Coacret - EAledor 5.0 1504.0 2.2 3309 Stub 2 Concrete - At acre 5.0 248.0 1.1 273 Stub Wall Total 1752.0 3582 Btuh T Area HTM Load wood - Ester 21.0 10.4 210 Btuh Insulated - Adjat 18.8 10.0 199 Stub Doo" Total 39.8 41 `: B L h Ceilings _r Type/Color R-Value Area HTM Load 1 UnderAdidDark 30.0 2370.0 1,4 3318 Midi Celina Total 2370.0 3318 Btuh Floors Type R -Value Size HTM Load 1 Stab -On - Grade Edgo Insulation 0.0 219.0 ft(p) 0.0 0 Btuh Floor Total 219.9 0 Btuh Infiltration Type ACH Volume CFA j Load Netuta! 0.35 21330 124.7 2057 Blu01 A eehatricei 59 825 Btuh Infiltration Total 175 ..;t . 12/17/2002 00:10 3056351574 HUGO DACOSTA PAGE 15 System Sizing Calculations Summer Residential Load - Component Details Project Tito REMODELING TP PAPAROWS HOUSE 1255 NE 93 STREET MIAMI SHORES, FL 331313- Reference City: Mietriti (Defaults) Summer Temperature Difference: 15.0 F Code Only Professional Version Climate: South 12/182 Internal 1 DsM Occupants 6 Btuh/occupant X 300 + Appliance Load 2400 i 4200 Btub Ent/IV/Glued/0 FLRCPB 4.22 Q_� Window Panes/SHGC/Frame/U Orientation Area X HTM= Load " .- N [o Qle0 tO h Co CO 0 1 P 1, Clear, Metal, 1.00 N 100.8 23.0 2318 Btuh 1, Clear, Metal, 1.00 N 9.0 23.0 207 Btuh 1, Clear, Metal, 1.00 N 27.0 23.0 821 Btuh 1, Clear, Metal, 1.00 E 45.0 23.0 1035 Btuh 1, Clear, Metal, 1.00 E 24.0 23.0 552 Btuh 1, Clear, Metal, 1.00 E 6.0 23.0 138 Btuh 1, Clear, Metal, 1.00 E 36.0 23.0 828 Btuh 1, Clear, Metal, 1.00 S 48.0 23.0 1104 Btuh 1, Clear, Metal, 1.00 S 40.0 23.0 920 Btuh 1, Clear, Metal, 1.00 S 24.0 23.0 552 Btuh 1, Clear, Metal, 1.00 W 12.0 23.0 276 Btuh 1, Clear, Metal, 1.00 W 9.0 23.0 207 Btuh Window Total 381 8758 Btart� Wells Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 1504 3.3 4963 Btuh 2 Concrete - Adjacent 5.0 248 2.9 719 Btuh Wall Total 1752 5682 Btuh Doom Type Area X HTM= Load 1 Wood - Exter 21 10.8 222 Btuh 2 Insulated - Adjac 19 9.4 177 Stub Poor Total 40 399Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2370 0.8 1896 Btuh Ceiling Total 2370 1896Btuh • Floors Type R -Value Size X HTM= Load 1 Stab -On -Grade Edge Insul 0 219,0 ft(p) 18.8 4073 Btuh Floor Total 219 4(173 BUM Infiltration Type ACH X Budding Volume CFM= Load Natural 0.40 21330(sgft) 142 3805 Btuh Mechanical 50 1265 Btuh Infiltration Total 192 4870 Btuh 12"17/2002 00:10 3056351574 155 NE 93 STREET IAMI SHORES. FL 33138- System Sizing Calculations - Winter Residential Load - Component Details Project Title: REMODELING TP PAPARONIS HOUSE Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F HUGO DACOSTA PAGE 16 Code Only Professional Version Climate: South 12/16/02 Totals for Heating Subtotal Duct Loea(uaing duct multiplier of 0.05)i Total Stull Loss 25878 Btuh 1284 Btuh 26963 Btuh EnergyGauge® PLRCPB v3.22 B4. MAP AND PANEL NUMBER 12025C 9 3 B5. SUFFIX J B6. FIRM INDEX DATE 7 -17-95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3-2-94 B8. FLOOD ZONE(S) AE B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 9.00 C . 0 . R . 4. 1 7 rf, 7,' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM pool inside house 7 -16 -02 BUILDING OWNER'S NAME ALBERTO JOSE PAPARONI CITY MIAMI SHORES LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ff# - ##' - ftft.INF or ff#.#####' ADDRESS 3742 WEST l2'" AVE SIGNATURE / ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ❑ NAD 1927 ❑ NAD 1983 ORDER NO. 0207 -36 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1255 NE 93 STREET STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7 LESS WLY 25 FT & LOT 8 LESS ELY 25 FT BLOCK 1 BAY LURE SUB PLAT BOOK 44 PG 63 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL ZIP CODE 33138 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) house) �s W A 1 ` z a t� y U J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION TITLE PROFESSIONAL LAND SURVEYOR COMPANY NAME CARIBBEAN LAND SURVEYORS, INC. CITY HIALEAH DATE 7 -16 -02 (305) 824 -0040 O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number SOURCE: ❑ GPS (Type): USGS Quad Map ❑ Other: B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9:123 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA) ?❑ Yes ® No Designation Date C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR /A1 -A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in. Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion /Comments Elevation reference mark used 3250 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 5. 72 ft.(m) ( ool insem o b) Top of next higher floor N/A . ft.(rro o c) Bottom of lowest horizontal structural member (V zones only)N /A . _ft.(m) o d) Attached garage (top of slab) 5. 52ft.(m) o e) Lowest elevation of machinery and /or equipment servicing the building 10 . 52ft.(m) o f) Lowest adjacent grade (LAG) 4 . 5ft.(m) o g) Highest adjacent grade (HAG) 4. 7ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N o i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) 3106 7 -16 -02 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME WALTER E. VENEGA LICENSE NUMBER 3106 STATE ZIP CODE 33012 TELEPHONE IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: St?ILDING STREET A E RESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 155 NE 93 STREET STATE ZIP CODE Company NAIC Number CITY MIAMI SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR - F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _ above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: - G9. BFE or (in Zone AO) depth of flooding at the building site is: - LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS CITY DATE TELEPHONE TITLE TELEPHONE DATE STATE ZIP CODE _ft.(m) _ ft.(m) ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments John E. Fitzgerald, Jr., Esq. 9165 Park Drive Miami Shores, FL 33138 After recording return to: Continental Title Company 815 NW 57 Avenue, Suite 304 Miami, FL 33126 11 3205 - 027 - 0090 Property Appraiser's Parcel Identification Number WARRANTY DEED The Grantor, MARY ANN STUMP, a single woman, in consideration of Ten and No /100 Dollars ($10.00) and other valuable consideration received from the Grantees, hereby grants and conveys to the Grantees, JOSE R. OVIEDO and MILENA PAPARONI, husband and wife, whose mailing address is 1255 NE 93 Street, Miami Shores, FL 33138, the real property in Miami -Dade County, Florida, described as follows: Lot 7, less the Westerly 25 feet and Lot 8, less the Easterly 25 feet, in Block 1, of BAY LURE, according to the Plat thereof, as recorded in Plat Book 44, Page 63, of the Public Records of Miami -Dade County, Florida. The Grantor warrants that the property is free of all encumbrances, except the lien for real estate taxes not yet due and payable and restrictions, reservations, and easements of record, and that lawful seizin of and good right to convey the property are vested in the Grantor. The Grantor hereby fully warrants the title to the property and will defend the same against the lawful claims of all persons. Signed on August , 2002. Signed in the presence of: - MAR A TU 9165 Park Drive Miami Shores, FL 33138 Print Name: . c STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me on August G , 2002, by Mary Ann Stump. Personally Known ' `~ Type of Identification Produced: Notary Public - State of Florida Print Notary Name: My Commission Expires: ICATIKEEll E. LANCE Notary Public, Sate of Aorida My Comm. Expires Dec. 13, 2002 No. CC 796830 ' 12/17/2002 00:10 3056351574 WIND LOAD DESIGN (ASCE 7 -00) lot Eap C RV slope 10=0(30 SUCCION PROJECT: Loghl d omitting L : =1.5 Zane 8:1011 m n. vddlh, 0.4 h (not 1 glann 4% min rddlh or 3 NM a : =9 Kan : FA :WI, r ®.! : 1 al,o V : =146 Ita : =2.01 \ 900 ) Ks -0.$49 :aa0f: 2564Ci Kd.V J qz 2s39.374 MWFRS Cp Oa : =.Ss FMW1 :Nit Qs Cp9gj . 1$ pMWPlRS = 37.209 pMWPllSlov : a(or Gs ep+(gt 4 341))) pMWFRSov - $6.896 JACK( TRUSSES COEF area =10 weans AND TRUSSES COEF nueea (NI :=..9 Ott :s.® cr : 2.10 ®4023 : =1.4 Oc 2 : 2.2 ®Cp8?o :=2.2 CEpipo :_ -9.9 04 530 2.s JACK TRUSSES AND TRUSSES L417.3 NET UPLIFT sonel. Yonne 2$3 end overhung 111 :No(OcSs - O.IS)$ Pj1 - -32.5 Pj23 :Nat 000133- 0.15)+10 123 79.$ P w = d :NT I ° C A )+ 10 l l a m a a -76.6 P J O r e r ! : (O(O3o) + 1O Pjoa0 ® - 1351.'Y GIRDERS AND TRUSSES Lr17.3 NET UPUFT 12110 1. Beane 2S3 and °wear- Prl : ( GCp11 - 0.18)+10 PP1 -21.6 P g 2 3 : ( f3Cps23 _o.111)+10 P823 = -S2.2 pfd :=, (oCp52o) + 10 Pored - - 76.6 Pr :Pm °Cada ► +10 Pa w& COEF TO ADD TO JACK TRUSSES 1Cj := L, a(1')arad- Pj1 )+(a2(Pj23 - Pj1))•1 Kim - 41$.793 COEF TO ADD TO GIRDERS AND TR Kplldrr ® - 427.605 HUGO DACDSTA 14111W :=1.202- PSI )t(a 2(P23 2 PAGE 03 k 12/17/2002 00:10 3056351574 WIND PRESSURE WALLS h = 15 AREA 10 SQ.FT p1Ow4S:= qz {1 +18) pIOw4:N81- 1.1 -.18) p10wS :=Qz1- 1.4 -AI) AREA 20 SQ.FP p20w45 : =qz { .944-.18) p20w4 :=411 -1.05 - .18) p20w5 :=qt Q- 8.3 - .18) AREA 30 SQ.FT p30w45 :711.8 4.91 t.1 {) p30w4 :=qz1-1.02- .18) p30WS :Ns (- 1.24 -.18) AREA ISO EO.FT p50w45 :Ns(.87+.18) p50w4 :=118 Q -.97 - .18 ) pSOw$ :=q81-11.16- .18) AREA 100 SQ.FT p100w4S :%qs{ .82+18) p100w4 :_qz { - - .18) p100w3 :=4481- 1.03 - AREA 160 SO. Fr p1 50w45 :=418 1.8+18) pISOw44 : =q2& .9- .18) p lS0wS :=44 { -1.0- .18 ) AREA 200 8Q.FT 000%45 :=qz { .76+18) p200w4 : =qz {- .86 - .18 ) p200w5 :=q8 1 -.94- .18) AREA 500 BQ.FQ ps00w45 :=tQ.7+. p500w4 :=47 { -.8- .18) p500w5 1 - . 8 - .18) HI JGO DACOSTA p 1 Ow45 = 46.462 p l Ow4 = - 50.399 plOwS a 62.211 p20w45 = 44.099 p20w4 = -48.43 p20w5 a - 38.274 p30w45 = 42.918 p30w4 ="47.249 p3OwS =- 55.912 p50w45 = 41.343 p50w4 = -45.20 p50w5 = - 52.762 p10Ow45 s 39.374 p100w4 =- 43.312 p800wS = -48.43 pI5O * 5 = 38.587 p150w4 =- 42.524 p150w 5 = - 46.462 7200w45 = 37.012 p200w4 = -40.949 p200w5 =- 44.099 p5O0w45 = 34.649 p500w4 = -38 587 p500w5 = -38.587 qz = 39.374 PAGE 02 12 -19 -2002 2:04PM • • • MIAMFDA 11111 PRODUCT CONTROL NOTICE OP ACCEPTANCE Blirdvicw Skylights. 201 Longhorn Rd Ft. Worth ,TX 76179 The expense or such testing will be incurred by the manufacturer. A■CCEPTANCF. NO.: I0 0:24.02 £X P 111 IES: 07/0212003 .! I I I'U)V ro 09/07/2ono FROM DECO PRODUCTS INT L. 305 266 2724 MI. -DAD COIN METRO -DADE FL/NC/L. t1111LUING Cot» COA11 JO IVIi$i'F1.r1(iL.L'R 5l ltl: \11!\ \I1, 11.nitl (16)175-2t.101 ( \l H..( 'IOU 1 t( 1 Ltu!1 t75•2S.r I crivrit.tr root F: \1 ORUC% I: ■ r 1)1\ 1st(' 1 1'('()\'I . this NOA shall not be valid after the expiration date stated below BCC() reserves the ri,ht t product or material to any til11C from a jobsile ai manul'aettn'2r•s plant for quality control test product or materiel tails to perform in (he approved manner. BCCO may revolt, nlodifl• or use of such product or material immediately. BCCO reserves the right to revoke this appro determined by BCCO that this product or material rails to sleet the requirements of the Su Building Code Raul Ituclri�Iu , Chief Product Corur.al 1) THIS IS THE COVISI2SFIFET, SI!"•,E r ) T10 AL PAGE'S F OR SPf•,C IIt'1C AND (aEN L CONDITIONS BUILDING CODE Si PRODUCT REVIEW CO 1:M ITTr3F This application for Product Approval has been reviewed by the 13000 and approved h■ the Code and Product Review Committee to be used in vlianli -Dade Count■ - Florida ender the e 1(trtli above. 1 \,04s0001 4.( 20 00■ItemplucsInoace accept\nce rower page dot I IIIQrn(2t 111)1i1 addresN: poslnl: ISlt' r•P,4t2ildiul;cA(rca)hotc•cunl tlu bit p: /h,..w ; enr l cr.n hurl' P. 1 Y . FLORIDA R Bt1ILDINe, .(. st:(' 1'111\ (110) <1)) I)R I.tO\ (:•I 2' - (;IIS) 1' `.r•; ;'• Your application for Notice of Acceptance (NOA) ot: Altuninum Fronted Polycarbonutc Domed Skylight under Chapter 8 ot'the Code of Miami-Dade County governing the use of Alternate Material, ar d ' ryj1c. 11 Construction. and completely described herein, has been recoi tm. nded for acceptance by the Ni anti- Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. secure this nil IC (hl: uapc1211 lh. al- if it IS nit Florida 13tuld,11: IIIUn1 \:t 1 .I. Ouint_rn:r R 1)iree:tt)r Miami -Dade C(1n1n■ Rif lehnc Code Complian OI lice IOW 12 -19 -2002 2:04PM FROM DECO PRODUCTS INT 305 266 272d • • 3 • Birdvicw Skylights. ACCEPTANCIE NO: 00- APPROVED EXPIRES _07 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIIONS fl. SCOPE This renews the Notice of Acceptance No. 96-121003 that was issued on 07/02/97. 1 Aluminum Curb Skylight as described in Section 2 of this Notice of Acceptance, desig with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the 1 the pressure requirements, as determined by SFBC Chapter 23, do not exceed the De Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Birdvlow Aluminum Skylight and its components shall be constructed in strict co the following documents- Drawing No. EB696. sheets 1 & 1, model "6SFD- DADE", Birdview Skylights, dated 07/26/00, with no revisiotss. It bears the Miami -Dade Co Control Approval stamp with the Notice of Acceptance number and approval date by the County Product Control Division. These documents shall hereinafter be referred to as drawings. LIMITATIONS All permanent set components must be protected against corrosion, contamination and times. 4. INSTALLATEON This Aluminum Curb Skylight must be installed in strict compliance with the approved dr. ings 5. LABEII..iING Each unit shall bear a permanent label with the manufacturer's name or logo, city, s following statement- "Miami -Dade County Product Control Approved ". The plastic shal =cording to the requirements of Notice of Acceptance it 00- 0718.02 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.11.2 Duplicate copies of the approved drawings, as indicated in Section 2 of th s Notice of Acceptance, clearly marked to show the components selected for th proposed installation. 6.1.3 Any other documents required by the Building Official or the South i'lori• a Building Code (SFBC) in order to properly evaluate the installation of this system. SEP Candido F. Font P.E. — Scnior Product Control Product Control Division 2 of 3 P. 2 524.02 7 200G 003 approves an d to comply ations where ign Pressure pliance %%ith prepared by my Product lam i -Dade he approved age at all to and the be marked xaminer �J{ ammeessiv sari% ■Ii►s 101111011■ili.1111■1111101111► i► 11011.116.1•10 A116,111■1111.111M ■i►►v.i►.701 01111`V►- MJ►_'�. 4•a, •0l)) Sit Cl/4 CAl NOT•S 0? 7 0• I W IlMl: 1144 O• Aai COuPAY ACC(PIAPICI MAW atlfls 70:2 3IRDVIEW SKYLIGHTS THE CLEAR CHOICE 0101 f t. *MN 14. ?6170 1%. 10.01 U07M•1.(L41Il . titY. 4.1 N1tt11 I (X) ) 6.0• wltefD 2f CDIPIne6 ado 011 soll1 nisi pilot toll b o 8411 ;e � `7„ Z 6a a 16 0! yAA' r A1,N ot ma 'astute I.AT!1 P115111v1 • St tit a 19C.AUK 67 P5! 60461 •i1S1iI ). MS41401 Crwutt■ 160111' 1 1. All 1O07 ING DI 1.uU 4/U.14 COsuPt Y tl•Da CNAPI I r. 2.01 nit 4.t O.C. /.0 walk, 71.•1 n t INSVI4ADY 104 iM64I.A1101.• AbJ0 0007 M16 ADO TM In MCICHI 4ND1 AnPAONO Ae(it31ts 1.4Bt 40D23 .V11 totNct2 el)(M CA•V.¢ t400164 • la 04•i Ii W' 600 1916 • 141(0' 2.6 no* 6001876 • 11 11o' 3 N 174' 641/,1774 ' to 114' t 6l 161• 64701040 to 1.4•2 41 Ud' SMDWWWd 76' At' 6110186 to - 4 IS• 1.1401016 • ll orr) 7) 1p• W01614 • 11 11r2 1i e6f01t10 • 71161•5101H' tyD7610 771 /1'246 4407414 • Mohr 40 174• 6U41300 70 Ira• / 44 1H` 4.3/09616 26' x lb' 41706610 56 t 4 U4• 0007 OrIsww. 06•f 1/510. OW It (01 re 470f1NA14 Moll lf.l It..): 4f1(0 .•4• I U{( urea, 1Ot6CAQSO*7'TI 030.11 4(4 1! tdot tM4 0%St" INU,I At A ONHM II AISACS 1000 1 10 t .' M791i1O t119 10.4000114 .•: 4.14 11 IOCAl10 a' 100..1 ACM 202m2 MO 10'4145ONCl/ttlt tt.12IA/9111 i -- Oge 1 •.::(.11 X461 -- CO. Ir11071 171 Iar9(.1'01 rr1 000ltf t 114141 I / 1 1 S ^ -- C•7.Ma1,411 Cq(NO alln .7 ; Ill ltbtf - 1pC,111Vn1 t.(n COMA,. Y.0' 171 Ai 47.1 ('• /.10•x( ' •4P90Tlti ,tip DI OII.vs 4111111143 to L, •OA.Wo 9 110 0 2 Sl4I►!11ty SRlk M:;1 lb •.� LOCA1Il):' /rill,: f +2I (:,••141. 10• a11.1 (1((I••111. 1!Q0I.:1tI0 NO Th. MI 4U,DiU6: IO41 70/. 1.14 AI 101 I 111 H 401141 f A•: G 1•, (1!115 Al (Cleo., a4 t7 70001 Mr k. .v:n ). 1 .2%IC••(11 tl (ludo.) • r 551 C!):1 P. Al 1101!) 11 0,41 r p.y Rt.)4 at. !.t 1'•-IY CD4.P27...:,(, :•...:. ( #910:.7• T hMt- 7 •rGA1 1','.0!14. t! '. ACH R/T 063/00277 MILENA PAPARONI 05-02 ALBERTO J. PAPARONI P.O. BOX 612441 MIAMI, J FL 33261 -2441 I Pay i- {;Ql�i (� hoots 3 14ae to the order of f i- y Llm0 Bank of America, Bank of America Advantage' Date `Z— Z3 — OZ Memo Plarls frigg+t: ` 1:06300004 71: 005485 ��L l26$ u• 6 RQ rd J ►�-L 679 63 -4/630 FL 1348 ... Dollars 8 Bank ofAnterica Advantage' MILENA PAPARONI 05-02 ALBERTO J. PAPARONI 63-4/630 FL P.O. BOX 612441 MIAMI, FL 2614441 Date Of --- 1-77— 03 3 4 8 Pay Er Y1) 657- VI--//c4j-e 1 to the order of 6 h-voviti 3e-aem arri Dollars 8 Bank of America. ACH FUT 063100277 Memo hc)§41 — Y 04 (■'—e -4: Le.: 1:06300094,71: 0054E1593L84Lo 0697 1-10,51'6r y 2-55 /1/ , G 93ra d'5 697 •n■ 12/17/2002 00:10 3056351574 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner. Climate Zone: REMODELING TP PAPARONV'S HOUSE 1258 MIAMI SHORES, FL 33138- South 1. New construction or existing New - 2. Single fiamity or multi - family Single thrnily - 3. Numbs orunits, if multi -family 1 4. Number of Bedrooms 2 - 5. Is this a worst case? No _ 6. Conditioned floor area (It') 2370 ft' 7. Glass arta & type - a. Clear • single pane 380.8 ft' b. Clear - double pace 0.0 ft' c. Tint/other SHGC - single pane 0.0 ft' - d. not/other SHGC - double pane 0.0 ft' 8. Ftoor types e Slab-On-0rade Edge Insulation R =0.0, 219.0(p)11 - b. N/A c. N/A 9. Wall types - a. Concrete, Int 1nau), Extetiot R.-5.0, 1504.0 ft' b. Concrete, Int maul, Adjacent R-5.0, 248.0 ft _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 2370.0 ft' - b. NIA c. N/A 11. Ducts a Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R-6.2, 80.0 ft b. N/A 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: I hereby certify that the plane and specifications covered by this calculation are in compliance with thejlorida Energy Code. PREPAREDMY: DATE: 2) HUGO DACOSTA b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Glaaa/Floor Area: 0.16 Total as -built points: 30503 Total base points: 33614 c. Conservation credits (HR -Heat recovery, Solar DHP-Dedicatod heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation. HE-Whole house )en, PT- Programmable Thermostat, MZ- C-Multizonc 000ling, MZ- H- Mu/tiaone heating) BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.22) Builder: Permitting Office: Permit Number Jurisdiction Number. 12. Cooling systems a. Central Unit Cap: 41.0 tt&tLEr SEER: 12.40 b. N/A c. N/A 13. Heating systems a. Electric Strip Cap: 29.8 kBhilhr COP: 1.00 - PASS Review of the plans and specifications covered by this calculation Indicates compliance with the Florida Energy Code. Before construction Is completed this building wiH be inspected for compliance with Section 553.908 Florida Statutes. PAGE 04 Cap: 55.0 gallons - PF: 0.89 - 1 BASE AS -BUILT ..1 Overhang Type/SC Omt Len Hgt Area X SPM X SOF = Points GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 2370.0 32.50 13864.5 Single, Cher N 3.0 8.0 100.8 33.94 0.89 3029.0 Single, Cher N 3.0 4.0 9.0 33.64 0.76 233.7 Single, Clear N 3.0 4.0 27.0 33.94 0.78 701.0 Single. Clear E 3.0 8.0 45.0 73.03 0.83 2715.6 Single. Clear E 3.0 5.0 24.0 73,03 0.88 1192.9 Single. Clear E 3.0 3.0 8.0 73.03 0.53 233.5 Single. Char E 3.0 4.0 38.0 73.03 0.81 1802.8 Singh, Clew S 3.0 5.0 48.0 82.19 0.82 1858.7 Singh, Clear S 7.0 6.0 • 40.0 62.19 0.50 1233.4 Single, Cher S 7.0 8.0 24.0 62.19 0.54 807.5 Single, Clear W 9.0 5.0 12.0 65.53 0.70 546.7 Stripe Clear W 3.0 4.0 9.0 85.53 0.83 372.3 As -Bulk Total: 380.8 14556.8 WALL TYPES Area X BSPM = Points Type R - Value Area X SPM = Points Mewl 248.0 1.00 248.0 Concrete. IM Iraul, Exterior 5.0 1504.0 2.00 3008.0 Exmedor 1504.0 2.70 4060.8 Concrete, Int !Haul, Adjacent 5.0 248.0 1.10 272.8 Base Total: 1762.0 4306.8 As-Built Total: 1752.0 3280.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.8 2.60 48.9 Exterior Wood • 21.0 9.40 107.4 Exterior 21.0 8.40 134.4 Adjacent Insulated 18.8 2.00 48.9 Base Total: 39.8 153.3 As-BuUt Total: 39.8 246.3 CEILING TYPES Area X BSPM = Points Type R - Value Area X SPM X SCM = Points Under Attic 2370.0 2.80 8838.0 Under Attie 30.0 2370.0 2.77 X 1.00 8584.9 Baca Total: 2370.0 5636.0 As -Built Total: 2370.0 6664.8 FLOOR TYPES Area X BSPM = Points Type R - Value Area X SPM = Points Slab 219.0(p) -20.0 - 4380.0 Slab -On -Grade Edge Insulation 0.0 2190(p -20.00 -4380.0 Raised 0.0 0.00 0.0 Base Total: -4380.0 _ As.Bullt Total: 219.0 4380.0 12/17/2002 00:10 3056351574 FORM 600A -2001 ADDRESS: 1256 NE 93 STREET, MIAMI SHORES, FL, 33138- EnergyGaugas DCA Form 800A -2001 EnergGGaugs6VF1aRE8'2001 FLRCPB v3.22 I-U O DACOSTA PAGE 05 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT alt BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2370.0 16.79 44532.3 2370.0 18.79 44532.3 Summer Base Points: 65144.9 Summer As -Built Points: 64771.1 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DMx DSMxAHU) 65144.9 0.4266 277901 64771.1 1.000 (1.071 x 1.165 x 1.00) 64771.1 1.00 1.24$ 0.275 0.275 1.000 1.000 22234.7 22234.7 12/17/2002 00:10 3056351574 FORM 600A -2001 HUGO DACOSTA PAGE 06 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1266 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT EnengyGaugeTM DCA Form 600A-2001 EnergyGougeNF1oRES'2001 FLRCPB v3.22 12/17/2002 00:10 3056351574 1255 NE 93 STREET MIAMI SHORES, FL 33138- Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only Professional Version Climate: South 12/18!02 REMODELING TP PAPARONI'S HOUSE Totals for Cooling Subtotal Duct galn(using duct multiplier of 0.10) Total sensible gain Latent Infiltration gain (for 56 gr. humidity difference) Latent occupant gain (6 people ft 230 Btuh per person) Latent other gain TOTAL GAIN 23883 Btuh 2388 Btuh 26271 Btuh 6652 Btuh 1380 Btuh 2400 Btuh 36703 Btuh Key Window types (SHGC - Shading coefficient of glass es SHGC nub value or es clear or tint) (U - Window U -Factor or DEF' for default) (InSh - Interior shading deMoe: none(N). Blinds/Dape0e4(B) or Roder Shadsa(R (E.$h - Exterior shading device: none(N) or numerical value) (Oft - compass onentalton) Enrgyea ge® FLRCPB 422 FUGO DACOSTA PAGE 07 BASE ` AS -BUILT Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Point GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 2370.0 1.30 1008.8 Single, Clem N 3.0 8.0 100.8 4.91 0.99 488.2 Single. Clear N 3.0 4.0 9.0 4.91 0.97 43.0 Single, Clear N 3.0 4.0 27.0 4.91 0.97 128.9 Single, Clear E 3.0 8.0 45.0 3.78 1.03 174.7 SIngl9, Clew E 3.0 5.0 24,0 3.78 1.08 95.5 Single, Clear E 3.0 3.0 6.0 3.78 1.11 25.0 Single, Clear E 3.0 4.0 36.0 3.78 1.08 145.8 Single. Clear S 10 5 0 48.0 3.55 1.18 201.5 Single. Clear S 7.0 8.0 40.0 3.58 1.37 194.4 Single. Geer S 7.0 8.0 24.0 3.55 1.30 110.5 Single. Clear W 3.0 5.0 12.0 4.47 1.01 54.3 Single. Clear W 3.0 4.0 9.0 4.47 1.02 41.0 M -Built Total: 980.8 17021 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 248.0 0.50 124.0 Concrete, int Insul, E4erlor 5.0 1604.0 0.90 1363.8 Eder ar 1504.0 0.60 902.4 Concrete, Int Insul, Adjacent 5.0 248.0 0.40 99.2 Base Total: 1782.0 1026.4 As -Built Totid: 1752.0 1462.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.8 1.30 24.4 Enderlor Wood 21.0 2.80 58.E Exterior 21.0 1.80 37.8 Adjacent Insulated 18.8 1.30 24.4 Bens Total: 39.8 62.2 As -BuNt Total: 39.8 832 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2370.0 0.10 237.0 Under Attic 30.0 2370.0 0.10 X 1.00 237.0 Bees Total: 2370.0 237.0 Aa -Built Total: 2370.0 237.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 219.0(p) -2.1 .459.9 Slab On -Grade Edge Insulation 0.0 219.0(p -2.10 -459.9 Raised 00 0.00 0.0 Baas Total: .489.9 As-Bu12 Total: 219.0 .469.9 12/17/2002 00:10 3056351574 HUGO DACOSTA FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PAGE 08 I ADDRESS: 1255 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT 5: 1 EnergGGauga® DCA Form 600A -2001 Ener yGaugeSYFIaRES'2001 FIRCPB v3.22 BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2370.0 -0D9 -142.2 2370.0 -0.08 -142.2 Winter Base Points: 1730.3 Winter As -Built Points: 2873.8 Total Winter X System = Points Multiplier Heating Points Total X Cap Component Ratio X Duct X System X Credit = Multiplier Multiplier Multiplier (DM x OSM x AMU) Heating Points 1730.3 0.6274 1085.6 2873.8 1.000 2873.8 1.00 (1.097 x 1.137 x 1.00) 1.247 1.000 1.000 1.000 1.000 3593.4 3583.4 12/17/2002 00:10 3056351574 HUGO DACOSTA FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRE 1 266 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT it Energy3auge° DCA Form 800A -2001 EnergyGaugelIFIhRES'2001 FLRCPB v3.22 r/2 PAGE 09 12/17/2002 00:10 3056351574 HUGO DACOSTA PAGE 10 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only 1255 NE 93 STREET REMODELING TP PAPARONI'S HOUSE Professional Version MIAMI SHORES, FL 33138- Climate: South 12)16102 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (Frame types - metal, mod or insulated metal) (U - Window U- Factor or'DEF for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab-on -grade or area for all other floor types ) EnsrgyGauge® FLRCPB v3.22 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 2 2369.00 AS -BUILT 55.0 0.89 As -Binh Total: 2 1.00 2342.38 1.00 4884.8 4084.0 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 27791 1086 4738 33614 22235 3583 4685 30503 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 2 2369.00 4738,0 55.0 0.89 As -Binh Total: 2 1.00 2342.38 1.00 4884.8 4084.0 12/17/2002 00:10 3056351574 HUGO DACOSTA FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1256 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT St 1 PASS 1 En. gyGaupe° DCA Form 600A -2001 EnergyGeupeEVFIeRES2001 FLRCPB v3.22 PAGE 11 COMPONENTS SECTION REQUIREMENTS CMECI( Water Heaters 812.1 Comply wlh efficiency requirements in Table 6-12, Switch or obey marked dreult breaker (electric) or uAo/figasj must beprovided. Erdernd or bug! -In he trap regaled. Swimming Pods & Spas 6121 Spas & heated pools must have covers (except solar heeled). Nor}canmendal pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PS1G. EXCEPTION: Frame wale where e continuous irrfdfrstion barrier is Installed then eottends from and is sealed to the foundation to the lap plate. Art OletrIbutbn Systems 810.1 AS ducts. filings. mechanical equipment and plenum chambers shall be mechanically attached, sealed. insulated. and installed in accordance with the criteria of Section 610. Ducts In unconditioned attics: R-6 min. insulation, Penetretiomlopenings >1/8" seebd unless backed by truss or joint members. HVAC Controls 807.1 Separate readiNi accessible manual or automatic thermostat for each system. EXCEPTION: Frame floors where a cantlnuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R -11 or CBS R -3 both sides. Carmen ceiling a floors R -11. COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Erderia Window 8 Doors 608.1.ABC.1. Maodmum:.3 cfMeq.n. window WOK .5 chn/sq.R. door area. Exterior & Adjacent Walls 808.1.AOC.12.1 Caulk, gasket. weatherstrip or seal between: wlndorrs/doors & frames, surrounding wall; foundation & wail sole or 01 043; joints between exterior wag panels al comers; utility penetrations: between well panes & top/bottom plates: between webs and floor. EXCEPTION: Frame wale where e continuous irrfdfrstion barrier is Installed then eottends from and is sealed to the foundation to the lap plate. Floors 608.1.ABC.1.2.2 Penetretiomlopenings >1/8" seebd unless backed by truss or joint members. EXCEPTION: Frame floors where a cantlnuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 808.1.ABC.1.2.3 Between wags a ceilings: penetrations of ceiling plane of top floor; around shafts, chases. soffits, chimneys, cabinets seated to continuous air barrier, gaps in gyp board & top plate: attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is installed the le seated at the perimeter, al peratrations and seams. Recessed Ughting Fibures 606.1.ABC.1.2.4 Type IC rated oath no penetrations, sealed: or Type IC or non -IC rated. installed inside a sealed box with 1I2" claeranoe & 3" from insulation: or Type IC rated with 4 2.0 clot from conditioned spate, tested. Mull-sexy Houses 606.1.ABC.1.2.5 Air ts(rier onmrim er of for cavity between floors. Additional Infiltration rates 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space haulers comply with NFPA, have combustion air. 12/17/2002 00:10 3056351574 I-UGO DACOSTA FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details PAGE 12 ADDRESS: 1255 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT #. 1 SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER Erer9yGaugeIe DCA Form 8004 -2001 EnergyGaupeBYFIaRES7001 FLRCPB 4.22 fEt— 12/17/2002 00:10 3056351574 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New oomtruction or existing New 2. Single fam0y or multi - Gunny Single family _ 3. Number of units, if multi-fami1y 1 4. Nutnba of Bedrooms 2 _ 5. Is this a worst ease? No 6. Conditioned Boor area (R') 2370 A' 7. Glass area & type - a. Clan - single pane 380.8 R' _ b. Clear - double pane 0.0 c. Tint/other SHGC - single pane 0.0 IN _ d. Tinr/other SHGC - doubk pans 0.0 ft 8. Floor types a Slab-On-Grade Edge bnsuletioo R-0.0, 219.0(p) 0 _ b. N/A c. N/A 9. Wei types a Cenaete, lot haul. Exterior b. Comm, Int Insul. Adjacent a N/A d. WA e. WA 10. Ceding types a. Under Attic b. N/A c. WA 11. Ducts a Sup: Unc. Ret: Unc. Alt Not In Mk b. N/A Builder Signature: Address of New Home: ESTIMATED ENERGY PERFORMANCE SCORE' = 85.2 The higher the score, the more efficient the home. 1265 NE 93 STREET. MIAMI SHORES, FL, 33138- R =5.0,1 504.0 ft' _ R•5.0, 248.0 IP _ Date: MJGO DACOSTA 12. Cooling systems a Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. WA 14. Hot water systems & Electric Resistance b. WA _ c. Conservation credits (HR-Heat reeorery, Solar _ DIfP- Dedicated heat pump) K =30.0, 2370.0 A' _ O. 14VACaedits (CF- Cctlmg fan, CV -Crosa mutilation, HF -Whole house tan, PT-Programmable Thermostat, Sup. R-6.2, 80.0 0 - MZ -C•Multizonc coding, MZ- H- Mukiaone beating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card w41 be completed based on installed Codearnnoliant fealiues. /2 2- City/FL Zip: PAGE 13 Cap: 41.0 kB4ufv _ SEER: 12.40 _ Cap: 29.8 Muir _ COP: 1.00 'NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This ism! a Building Energy Rating. tf your score is 80 or greater (or 86 for a US EPA/DOE EnergyStiO' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge xeb site of www.fsec.ucf eduJor information and a list of certred Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGraugell (Version: FLRCPB v3.22) Cap: 55.0 gallons EP: 0.89 Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature 47 F • Winter setpoint 70 F Winter temperature difference 23 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 28963 Btuh Total cooling Toad calculation 36703 Btuti Submitted heating capacity Submitted as % of calculated 29800 Btuh 110.5 % Submitted cooling capacity Submitted as % of calculated 41000 Stull 111.7 % Load component Load Window total 381 sqft 9483 Btuh Wall total 1752 sqft 3582 Btuh Door total 40 sqft 418 Btuh Ceiling total 2370 sqft 3318 Btuh Floor total 219 ft 0 Btuh Infiltration 175 cfm 2882 Btuh Intemal gain 4200 Btuh Subtotal(senalble) 23883 Btuh Duct gain 2388 Btuh Total sensible gain 26271 Btuh Latent gain(infiltration) 8852 Btuh Latent gain(intemal) 3780 Btuh Total lament gain 10432 Btuh TOTAL HEAT GAIN 38703 Btuh Load component Load Window total 381 sqft 8758 Btuh Wall total 1752 sqft 5682 Btuh Door total 40 sqft 399 Btuh Ceiling total 2370 sqft 1898 Btuh Floor total 219 ft 4073 Btuh Infiltration 192 cfm 4870 Btuh Subtotal 25679 Btuh Duct Toss 1284 Stuh TOTAL HEAT LOSS 26983 Btuh 12/17/2002 00:10 3056351574 Residentiai'System Sizing:Calculation Summary Project Title: REMODELING TP PAPARONI'S HOUSE 1255 NE 93 STREET MIAMI SHORES, FL 33138- VIII NTE R CALCULATIONS SUMMER CALCULATIONS EnsigyGsuge® FLRC PB v3.22 HUGO DACOSTA PAGE 14 Ouc1d7 12/16/02 Ml(1 SK) oeo.C1 %) 1111 1111111i11 0 L �OV4 6+I� Q% ) Lrvr F (1916, W113) „VP 7M1) ,40 wa(9a V(21%) Code Only Professlonal Version Climate: South EnergyOauO S System Siring based on ACCA Manwl J. PREPARED BY: DATE: I Type amt Overhang Lan Hat Winds Gross S HTM 1 Unshaded Load _ 100.8 0.0 100.8 1814 Btuh 9.0 0.0 9.0 162 Btuh 27.0 0.0 27.0 488 Stuh 45.0 8.0 37.0 2067 Btuh 24.0 11.7 12.3 850 Btuh 8.0 4.8 1.2 150 Btuh W z ao 1 r 38.0 22.4 13.6 m 1110 Btuh 48.0 48.0 0.0 864 Stub 40.0 40.0 0.0 720 Btuh 24.0 24.0 0.0 432 Btuh 12.0 3.3 8.7 512 Btuh 9.0 4.5 4.5 316 Btuh _ _ - . - _ _ 381 9483 Btuh Walls Type R-Value Area HTM Load 1 Concrete - Exterior 5.0 1504.0 2.2 3309 Btuh 2 Concrete - Adjacent 5.0 248.0 1.1 273 Btuh W8111.010 17$2.0 3582 Btuh N Type Area HTM Load Wood - Ester 21.0 10.4 218 Btuh Insu4Red - Adjac 18.8 10.6 199 Btuh Door To 39.8 41$ Btuh Ceilings Type/Color R Value Area HTM Load 1 Under AttidDark 30,0 2370.0 1,4 3318 Btuh Ceiling Total 2370.0 3318 Btuh Floors Type R -Value Size HTM Load 1 Slab - On - Grade Edge InsLd Ion 0.0 219.0 ft(p) 0.0 0 Btuh Floor Total 210.0 0 Btuh, Infiltration Type ACH Volume CFM= Load Natural 0.35 21330 124.7 2067 Btuh Mechanical 50 825 Mutt Infiltration T9jal 175 _ 28$2 Btuh , 12/17/2002 00:10 3056351574 HJGO DACOSTA PAGE 15 System izing Calculations - Summer Residential Load - Component Details Project Ti REMODELING TP PAPARONI'S HOUSE 1255 NE 93 STREET MIAMI SHORES, FL 33138- Reference City: Miami (Defaulbii) Summer Temperature Difference: Code Only Professional Version Climate: South 12/16/02 Internal I dein t Occupants 6 Btuh/occupant Appliance) Load X 300 + 24Q0 1 4200 Btuh EnerpyGatpe® FLRCPB 44.22 NM 0 01 Panes/SHGC /Frame/U Orientation Area X HTM= Load 1, Clear, Metal, 1.00 N 100.8 23.0 2318 Btuh 1, Clear, Metal, 1.00 N 9.0 23.0 207 Btuh 1, Clear, Metal, 1.00 N 27.0 23.0 821 Btuh 1, Clear, Metal, 1.00 E 45.0 23.0 1035 Btuh 1, Clear, Metal, 1.00 E 24.0 23.0 552 Btuh 1, Clear, Metal, 1.00 E 8.0 23.0 138 Btuh 1, Clear, Metal, 1.00 E 36.0 23.0 828 Btuh 1, Clear, Metal, 1.00 S 48.0 23.0 1104 Btuh 1, Clear, Metal. 1.00 S 40.0 23.0 920 Btuh 1, Clear. Metal, 1.00 S 24.0 23.0 552 Btuh 1, Clear, Metal, 1.00 W 12.0 23.0 276 Btuh 1, Clear, Metal. 1.00 W 9.0 23.0 207 Btuh Window Total 381 8758 $tuh Wells Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 1504 3.3 4963 Btuh 2 Concrete - Adjacent 5.0 248 2.9 719 Btuh Wall Total 1752 5682 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 21 10.8 222 Btuh 2 Insulated - Ad poor T 1 19 40 9.4 177 Btuh 399Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2370 0.8 1896 Btuh Ceiling Total 2370 18968tuh • Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 219.0 ft(p) 18.8 4073 Btuh Floor Total 219 4Q73 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 21330(sqft) 142 3605 Btuh Mechanical 50 1265 Btuh Infiltration Total 192 4870 Btuh 12/17/2002 00:10 3056351574 55 NE 93 STREET MIAMI SHORES. FL 33138- HUGO DACOSTA System Sizing Calculations - Winter Residential Load - Component Details Project Title: REMODELING TP PAPARONI'S HOUSE Terence City: Miami (Defaults) Winter Temperature Difference: 23.0 F EnergyGauge® FLRCPS v3.22 PAGE 16 Code Only Professional Version Climate: South 12/16/02 Totals for Heating Subtotal Duct Loes4using duct multiplier of 0.05) Total Btuh Loss 25879 Btuh 1284 Btuh 26963 Btuh COUNTY OF MIAMI -DADE: / 6F COMMENCEMENT 4 POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION �f1� TAX FOUONO ) ) 37 - O 7 1. Legal description of property and street/address: 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 this Notice of Commencement. 02874232 1 2002 NOV 27 12:27 2. Description of Improvement g10-1--40 c/0/,./7 Il ti e1- , Q i d , c r®m m S 3. Owner(s) name and address: V 1101/?0, . {{ 1 Z5 S Gt7. r 93r d ,g tiw,et + Ckn S hcvp; M i t f n --E. V. o x (t 2.1 4( nIA .r ') Y Interest in property: av r Name and address of fee simple titleholder. 4. Contractor's name and address' ‘1 rr,Or7 a®nR`- rU0. 1\10,--> 'qr) { ,-,c ilr Ad. 422 6 -Pn y, g TJ 5. Surety: (Payment bond required by owner from contractor, if any) 33 r 3 5' 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 specifl Signature of Owner 6 ' Print Owner's Name M tfr Sworn to and subs cribed before me this Notary Public Print Notary's me My com salon expires: 121.1- 52IMG2 8/O2 0 1 Prepared by day o a D. U . p j .� , 20 Address: P.0 Ak rTh Bec N .kPt^ ,u Angela M Becker • +P My Commission DD150048 Expires November 15, 2006 • STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is.• d py of original file on _, AO WITNESS my and Olflwal Seal. HARVEY RUVI i rcwt and County Courts X drZ44 -1 .3z6/ CONTRACTOR Name g,cNM w64 SI i 4 CV tom. ' License No. Cr �ry v J ! sh C?D fir` Address 7060 • 44 Pi smear Telephone 7 e 5q '1 / (q Fax [ 'T jv Qualifier Naame QC ri se a' , PROPERTY OWNER N ddress ig Ss iie gSST' Home Telephone 7y, 5v/ /6 cis Business Telephone C Faxx TYPE OF MANAGEMENT (✓ ) New Construction Name Enclosure Address Alteration Exterior Fax 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 Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION d\ Job Address: Apt. City Folio Number description of Work • 1 . (� Lot Block ! d2 •1•r a_ .Wit/. r i' ri Subdivision PB PG Zoning Linear Feet Current Use of Property G / Square Feet Units Floors Proposed Use of Property �f "$!c e4. £. Value of Work 0.€1,0e, Bldg Value Tenant Information • PERMIT TYPE (✓) Building J Enclosure Electrical Mechanical Plumbing LPGX Roofing Fence Ott_ ARCHITECT Name License No. Address Telephone F Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Address aS frittli4/ SKazs PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Master Permit No. State PERMIT APPLICATION (33 - 3c)- Subsidiary Permit No. Zip Tax Assessed/Appraised Value Flood Zone Base Floor Elev. EN NEER Name License No. Address Telephone Fax INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION d\ Job Address: Apt. City Folio Number description of Work • 1 . (� Lot Block ! d2 •1•r a_ .Wit/. r i' ri Subdivision PB PG Zoning Linear Feet Current Use of Property G / Square Feet Units Floors Proposed Use of Property �f "$!c e4. £. Value of Work 0.€1,0e, Bldg Value Tenant Information • PERMIT TYPE (✓) Building J Enclosure Electrical Mechanical Plumbing LPGX Roofing Fence Ott_ ARCHITECT Name License No. Address Telephone F 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. Address aS frittli4/ SKazs PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Master Permit No. State PERMIT APPLICATION (33 - 3c)- Subsidiary Permit No. Zip Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Page 2 IMPORTANT NOTICES 1. 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 13E STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other govemmental 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. ATE OF FLORI�A, COUNTY OF MIAMI-DADE STATE 0 A, ' 1 TY OF MIAMI -DADE Signat e of wner Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known /10"vlie(tin L'a44Throff-e)d" Print Name Sworn to and subscribed before me this day of Signature of SEAL: tary Public State of on PERMIT APPLICATION OR, Produced Identification Personally known L/ OR, Produced Identification Type of Identification Produced: Type of Identification Produced: EL 'FI.pl. Minimum Fee QTY. Tyl,l; Dryer ()Ty. . l - yPI , : Outlet, Appliance `l V 11 Pi Service Repair QTY A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TyPE Minimum Fee QTY. TYPE Condensate Drain (1l IYPE, Generator QTY. IYPI. Refrigeration, Tons Q►lY 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 Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING ,l.Yl,E A/C Condensate QT\' .ryl,l; Drains, Roof QTY .l.vl,l:, Miscellaneous Fixture (in'. Tvi Soakage Pit () . 1 . y . 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 u BY DATE Zoning Electrical �� 0.,..4 Mechanical -y, Z.Z /.v 3 Plumbing Fire Public Works Structural Building Official • ' 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) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ _ $ 5. 5 ( x . f t. 1000 (0.015 / sq.ft.) 4 C (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ p ,s , o ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/28/2003 Applicant: JOSE & MILENA Owner: OVIEDO JOB ADDRESS: 1255 NE 93 Contractor RICHMON CONSTRUCTION CORP Contractor's Address: 7066 SW 44 ST Local Phone: 305 - 663 -0543 Parcel # 1132050270090 Legal Description: 5 53 42 BAY LURE Fees: FEE2003 -1265 FEE2003 -1266 Description Building Permit Application Fee Notary Fee Total Fees: Amount $60.00 .$5.00 $65.00 Total Fees: $65.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 8/27/2003 Construction Value: $6,000.00 Work: CONSTRUCTION OF WALL IN LAUNDRY ROOM (REVISION BLDG ELECTRICAL MECH) 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 th ordinances pertaining thereto and with the understanding that the work will be pe and approved by the proper municipal authorities. This Permit may be revoked at authorization. A further condition upon which this permit is granted is the understa ordinances and regulations pertaining to the work covered hereby whether shown by his agents, servants or employees. Signed: (INSPECTOR) In consideration of the issuance to me this permit, I agree to perform the work with the plans, drawings, statements or specifications submitted to the proper authc myself, my agent, servants or employes. ) Signed: Building Permit Permit Number: BP2003 -344 (Contractor or B OVIEDO JOSE & MILENA ST Page 1 of 1 PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT MILENA PAPARONI 05-02 ALBERTO J. PAPARONI P.O. BOX 612441 MIAMI, FL 33261 -244 Pay to the or • A / S /if i' A A BankofAme ca ACH FIT 063100277 Bank of America Advantage Date 5!e $ ( ;,nU • Memo Gst%• 1:0 6 300004 71: ,0 548 593 L8 4,310 0785 --I (51hri -1"P c 785 83-4/630 FL 1348 Dollar_ CONTRACTOR New Construction /�� Name Fo sme 4 sok/ c- cau � f ' License No • cc # ®09 c 000 z s c C/ �7 Address Z z Mi i FC 3 3 7, Z - Home Telephoner 80 3 d/1 .fir, Telephone 30s 633 — Or /��r/ a 6,33- (n o7,5. / Qualifier Name . n r L L�.e� b3 Fax /3 1 'PROPERTY OWNER New Construction Name t, ) / fe/'7 c Pe.70 ?/�Id7/ Enclosure Address /2-5 4 /- 13rd sT ilra,n/ 56095 F - 33138 Home Telephoner 80 3 d/1 .fir, Business Telephone Fax /3 1 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 Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLI CAT ION ob Address: Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 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. /2 55 i i,E q3 =' x772 T 01 442 bR . 3 3t $ Address Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. 8 P- 2002- 20 X 6 Subsidiary Permit No. A 1 City State Zip d escription of Work 14 N 2'MO u U� Q 1)Lt>Lg- 5G. emt- volt. G eeeiceu. Zoning Linear Feet /G /y� Units Floors zz) - Square Feet alue of Work ax Assessed/Appraised Value Flood Zone Base Floor Elev. Bldg Value ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. 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. 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. TATE OF FLORIDA, COW11TY OF MIAMI -DADE • aL 7 Signature f Owner e . 7 , ti/ Lhe PO f) n (-0,--) I Print Name ��� /// Sworn to and subscribed beforine this day of ', Signature of Notary Public - State of Florida SEAL: SEAL: STATE OF • IDAn / E o,cik Signature or 0 / Pots. Print Name S rn to d subscribed before me this � y of 4 &�I/ ; 4 / :or •lure of Notary Public - S of orida PERMIT APPLICATION Antonio Cubenas 1Commisslon # CC 794849 ;.; Expires IAN. 30, 2003 Personally known OR, Produced Identification Perso known OR, ProdudeZ,ietltif O NDED 7HRU BUNUING CO., INC. Type of Identification Produced: Type of Identification Produced: ELECTRICAL 'FITE Minimum Fee QTY. TYPE, Dryer QTY. i TYI'E Outlet, Appliance QTY. B 1 T1'PI.: Service Repair QTY. A/C Central 1 -3 Ton (1 Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch 2. Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven 1 Space Heater (kw) A/C Central 16-20 Ton Fixture Light I 1 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 0 Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic / Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher g Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE. QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of - Pressure Vessel PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. 'T'I'E Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION 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 0 OWNER - BUILDER FORM (Attach) O FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $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 REVIEWED AND PREPARED BY• ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ l • zs $ (sq.ft. x/1000 (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERNII'I' FEES TOTAL $ -ko r DATE: I / �% eT3 CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee TTm — ;(1g 4 ? iNt . q 36 Name & Date Date Type Insp'n Permit No. Compan - Phone # For Inspector: Approve Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time aB 3 5 --r' Name P)7 re 1/ ? 6 t � Address . Name & Re-Insp'n Fee_ ; 4 & c,4% Il t' ( /) z /.7 c.9<&' a,,b• sTke r� ° h- ,`,c- s /c,reo - Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/7/2003 Applicant: JOSE & MILENA Owner: OVIEDO JOB ADDRESS: 1255 NE 93 Contractor FOSTER AND SON ELECTRICAL CONTRACMRar tbr Address: 1818 N. W. 22 CT. Local Phone: Parcel # 1132050270090 Signed: In consideration of the issuance to me of this permit, I agree to perform the v with the plans, drawings, statements or specifications submitted to the proper myself, my agent, servants or employes. r , Signed: ci, y (Contractor Electrical Permit Permit Number: EL2003 -35 OVIEDO JOSE & MILENA ST Legal Description: 5 53 42 BAY LURE — 2:2 . 0, Total Fees: Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/6/2003 Construction Value: $1,500.00 Work: KITCHEN REMODLEING REPLACE FUSE PNL FOR If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. 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- eauinmam M a- ordinances pertaining thereto and with the understanding that the work will be and approved by the proper municipal authorities. This Permit may be revokt authorization. A further condition upon which this permit is granted is the and ordinances and regulations pertaining to the work covered hereby whether sill by his agents, servants or employees. sv SPECTOR) stet 13 0e9 /t -E9 9 ti Z 0 • 11 8t' E 5 915 00 :IL ti 0000E 90:I Page 1 of 1 Re- inspection PB 44-63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT owan LC 4001E901/8 HOV ' e3iaawvio)Iues 1.4tt - 1.9t££ 1J 'MV1W Rt' l9X08'0d INO8VdVd T O111391 tO-SO INOHVdV VN3111N KITCHEN OR BATHROOM LIGHT TO F.P.& L TRANSFORMER PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. ADEQUATE SERVICE CAPACITY MUST BI PROVIDED. SUBJECT TO ELECTRICAL INSPECTION. SWITCH LEG PHASE CONDUCTOR SMOKE DETECTOR CONNECTION DETAIL NTS SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3 FT. OF ANY A/C GRILL, SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED 1 # 2 (CU) -1/2" (AS PER N.E.C.) RISER DIAGRAM (EXISTING) J 200 A.DISC.BRKR 3 #4 /0THWN(CU) IN 2" CONDUIT SS PNL A WP (METAL) GROUND ELECTRC TO FOUNDATION VIP LOOP ro BE 30' AFG (MIN) t:LMIP n 200A 'METER 1 2' ADOVE 1200E • •• • • • • F1IITSIIED (RAMC •'• 7otm•t macula •' - e' PLATIIC r i 1141(1116 • PVC • •.f MAIN 03 PANEL 1 14- U'O HIN DEJ'TII • TENT 1fin• J 1r Z/Q" X 1r t:altlwn Run Qtuu • L HAM. DIS YOh1HECT Roll no 'P Amps • Him ZOO Anp Lib IIrQVlcer's SUB C PANEL PER S I(IRAT NOTARY KIEL• if U1< MST Conduc size BY • Conduit stz Conduit *y • Thru roof Y E5 l ` Ground wlre atZr_ SUB FEEDER Bond Mze- • • INSIDE PANEL S.F.II.C, 45(15,2(D) i 1,441/7/.V.-•:-1 - /H 1•Y' • • Rating '. Ailas 11ond Sug s ,______Y e 1•1n L occ.-tion, ,CONTRU 10 1ty tJ N, S l= .:.. d .. Ca VG 24E uu • Anton � ' r �j es 44 A TLAN n 1C B • o # cube... AN. 30, 9 0 EC ri. 0 .200 . 1 oa.l.• AkW Size ADDRESS: AHU Circuit Breaker cu circuit Breaker CircuA Breaker Panel AIR CONDITIONING EQUIPMENT EXACT CHANGE OUT AFFIDAVIT FORM ALL INFORMATION MUST BE FILLED IN ACCURATELY. THE FOLLOWING INFORMATION REPRESENTS THE EXISTING CONDITIONS: THE FOLLOWING REPRESENTS THE NEW EQUIPMENT: NAME PLATE INFORMATION: = .: - NEW AIR HANDLER UNTf - - norm EW CONDENSER UNIT MINIMUM CIRCUIT AMPACITY? MINIMUM CIRCUIT AMPACITY? MAXIMUM OVER CURRENT SJZ?? MA3uMuivi OVER CURRENP SIZE? ELECTRIC HEATER KW SIZE? I as qualifying agent for the air conditioning equipment installation at the above address location hereby attest: The above information provided for the existing electrical conditions and the nameplate information provided for the new equipment is accurate and truthful. Company Name Qualifier Name Qualifi Signae re L. Toss, TM-Pt qYa Notary Required Branch Ckcuit rare size A Branch Circuit Wire Size Miami Shores Village AMP Size Air handier Disconnect AMP Size Condenser Unit Disconnect Disconnect Mounting Location information: Mounted on AHU unit? Yes No Above Base Flood Level? Yes No Clear workspace 30 " wide & 36" front? Yes No Mounted on GU unit? Yes No Above Base Flood Level? Yes No Clear workspace 30" wide & 36" front? Yes No Low voltage thermostat wiring is installed in a separate raceway from the power wiring? Yes _ No > ? �O 7 7 �f G✓` Owner's Name and Address ST TE OF FLORIDA, COUNTY OF DADE. ss. Disapproved Date (Signed) 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 progress of the work. i/se-ea sTu Registered Architect and /or Engineer Name and address of licensed contractor 3 ob>, IA Pe- Location and legal desc ription of lot to be built on: Lot 7 :ads i-e Block / Street and Number where work is to be done Gta 5c A 1E ' T4 f r1L' a T ie.S - Subdivision State work to be done and purpose of building (by floors) Notary Public, State of Florida ot r 1 � / // r/U +LAI' ji ki ST • Date Te 1 , 19 No./d 31 / W treItd 2 Te rrr C? and for no other purpose. New Building P Remodeling Add' p ion Repairs No. of Stories �''� /. — To be constructed of C o ➢� ' S Kind of foundation P/ 4 J Roof Covering •/ f?3 Estimated Total cost of improvements $ ' CI • Amount of Permit $$ ... � Zone cubage required Gz ___� � Plan Cubage .II.�_. Distance to next nearest building 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 The undersigned applicant for this building pennit 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 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 sue .ubcont ; ctors, on work to be performed 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 ap- peared 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 the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Building Inspector My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member Member Council Approved 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. Fl1YSICAL TESTS • STEEL • CEMENT - CONCRETE INSPECTI6N PAVEMENTS • BRIDGES - BUILDINGS AMERICAN SOCIETY OF CIVIL ENGINEERS. WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA Village of Miami Shores Building Department Miami Shores, Florida Gentlemen: JHB:r August 9, 1957 We have been requested by Mr. De Ren of De Ren Builders, 1116 N. W. 112th St., to inspect the placing of pile for residence of Mr. & Mrs. Gilbert Stump, Lot 7, less W. 25 Lot 8, less east 25 of Block, Bay Lure, Miami Shores0IE 93rd St.& Bayshore We understand Atlantic Foundation Company Will drive the piling. Very truly yours, CHEMICAL ANALYSIS - OIL . COAL - PAINTS • METALS TEST BORINGS • SPECIFICATIONS - CONSULTATIONS WINGERT R LABORATORIES 9 INC. Bush, Sale Manager MEMBER OF AMERICAN WOOD PRESERVERS' ASSOCIATION. MEMBER OF AMERICAN SOCIETY OF TESTING MATERIALS. AMERICAN CONCRETE INSTITUTE. AMERICAN WELDING SOCIETY. NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS. C4 /0 /\' 5!; "L TC/ ✓ c7, ": ? O O 4 Y Y / �r� 5 te' 7 L 5 J Qr! a No d a p n/ - s o. %. 2 3 SKETCH OF SURVEY G \ 5 7-.4 i74. SZ 25 i 11 // Al ^� + '9B. _8 . Q Lot 7 less the crest 25 feet thereof and Lot 8 less the east 25 feet thereof, Block 1, BAY LURE according to the plat thereof recorded in Plat Book 44 at Page 63 of the Public Records of Dade County, Florida. F. B. 31 -12 Phone HI 4--1272 For Gilbert Stump E. R. BROIJflELL 2379 Coral UJay Miami, Florida May 6, 1957 Scales Shown I HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above described properry is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction also that there are no encroachments other than those shown. 2 E. R. Brownell Registered Land Surveyor 1, State of Florida ' S /1Z /'L T C/ 6 /4- e},--7 c / /, ti 5.8 l'c�• ° / • aQ / R '7 Q) A/c — � �° C7 c,/7 hoes.,, C7' e 're /e? ' '. t 6./ 5 . 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