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1285 NE 95 St (3)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date D ��Time Type Insp'n Permit No Name Address Company ne # For nspector Approved Correction Re- Insp'n Fee KUILDING E=LECTRICAL PLUMBING GOOFING Owner of wilding "rchitect =ontractor Jr Builder .egal Lot )escription r- r MIAMI SHORES VILLAGE. FLORIDA ❑ � DATE 195 PERMIT N? 5059 Contractor s License No. Work to be performed under this Permit 9 kddress of A wilding d B1 Subdi- vision Value of r �v Project $ '(yid Amount of Permit $ ° AUTHORITY 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 rerefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans lawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ime 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 ;ranted is the understanding that the contractor or builder named above assumes the responsibility fob� a thorough knowledge of the ordinances and regulations 'ertaining to the work covered hereby whether shown on the plans or drawings or in the . r statement(of sp ifications and that he assumes responsibility for work one by his agents, servants or employees. �, /� ' 4' i ,C ' Signed ' ij - . 0.- �✓ s � � INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliancelwith all ordinances and regulations Lertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authrities of Miami Shores Village. In ac• ,epting this permit I assume responsibility for all work done by myself, my gent,, servant or, efhployee. L'/ 5ci _i r .:. % l L • l 'l._� �� r �� K / l � �'" �� ..'" / 'a t, ,- 6,: %' 1. , A l i j; �' CONTR CTO RVOR BUI1DER 0 , BY BY B4. MAP AND PANEL 87. 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 ticali g) 12025C0093 J 07 -17 -95 03-02 -94 AE 8.0 For Insurance Company Use: Policy Number Company NAIC Number BUILDING OWNER'S NAME MARY SUE SAXON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1285 NE 95 STREET CITY MIAMI FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANC ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - *Jr - ##.#fX or ##.##f#{# ❑ NAD 1927 ❑ NAD 1983 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120652 CITY OF MIAMI SHORE ADDRESS 7911 NW 72 AVENUE SIGNATURE FEMA Form 81 -31, January 2003 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. COUNTY NAME DADE DATE 03-04 -04 O.M.B. No. 3067 -0077 Expires December 31, 200f ZIP CODE 33138 ❑ USGS Quad Map ❑ Other. B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Desaibe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building hated in a Coastal Banier 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* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (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, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-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 N/A Elevation reference marls used COUNTY B.M Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (induding basement or enclosure) 8 . 59 ft.(m) o b) Top of next higher floor N . A ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N . A ft.(m) o d) Attached garage (top of slab) 6 . 25 ft.(m) o e) Lowest elevation of machinery and/or equipment servidng the building ( Desaibe in a Comments area) 6 . 45 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 6 . 11 ft.(m) o g) Highest adjacent (finished) grade (HAG) 7 . 40 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 5 o i) Total area of all permanent openings (flood vents) in C3.h 648 sq. in. (sq. am) w � 0.) N CO g E w co E 2 z N y N J 83. STATE FLORIDA 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. CERTIFIERS NAME NOE AGUILAR LICENSE NUMBER 5571 TITLE P.LS COMPANY NAME CARIBBEAN INSPECTIONS AND SURVEING CITY STATE ZIP CODE MEDLEY FL 33166 TELEPHONE (305) 889 -1100 (239) 549-5911 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1285 NE 95 STREET CITY STATE' ZIP CODE MIAMI 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 CROWN OF ROAD 5.60 IN FRONT OF 1285 NE 95 STREET MIAMI FL 33138 ❑ 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. E1. 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 ( induding basement or endosure) of the building is _ ft.(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). 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) _in.(on) above the highest adjacent grade. Complete items C3.h and C3.i on front of foram. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(an) ❑ above or ❑ below (cheek one) the highest adjacent grade. (Use natural grade, 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 communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local offidal 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, C (Items C3.h and C3.i 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 B, C, and E are cared to the best of my knowledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the communitys 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 offidal completed Sedion E fora 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. 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 (induding 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 FEMA Form 81 -31, January 2003 CITY DATE TELEPHONE TITLE TELEPHONE DATE _• _ft.(m) _ ft.(m) For Insurance Company Use: Poky Number Company NAIC Number STATE ZIP CODE Datum: Datum: ❑ Check here if attachments Replaces all previous editions 1 BOUNDARY SURVEY SCALE: 1 " =30' LEGEND: NG VD N/D N. T. S. / -NO. 0/S Oh'. O.R.B. PL. P.C .C. P.C. P. T P. O. C. P.O.B. P.R. C. P.P. P. C. P. P. 8. PC. PW P. R. M. P. L. S. (R) R. R. R/W P, RGE. SEC. STY. STYX. S. I. P. S.l. R. T T )SP. U. E. U. P. W. M. 0 P. P. A/C ASPH. SLOG. B. M. C.B. C.B. S. C.L. F. CONC Dig DIST EL. F. H. F.I. P. F.I. R. F. B. F. r. FD. U. C. FT. F. B. C. F.N. D. F.D.H. F.N. GAR. EL. W. P. L. P, L (M) MON. 0 H.W (B3) = MONUMENT LINE = NATIONAL GEODETIC VERTICAL DA =NAIL & DISC =NOT TO SCALE = NUMBER = OFFSE T =OVERHEAD = OFFICIAL RECORD BOOK =PLAN TER =PROPERTY LINE =CEN LINE =POIN T OF COMPOUND CURVATURE =POINT OF CURVE =POINT OF TANGENCY = POIN T OF COMMENCEMENT =POIN T OF BEGINNING =POINT OF REVERSE CURVA TURE =POWER POLE = PERMANENT CONTROL POINT =PLAT BOOK =PAGE = PARKWAY = PERMANENT REFERENCE MONUMENT = PROFESSIONAL LAND SURVEYOR = RECORDED DISTANCE = RAILROAD = RIGHT -OF -WAY = RADIUS =RANGE = SEC ROV = STORY = SIDEWALK =SET IRON PIPE =SET IRON ROD = TANGENT = TOWNSHIP = UTILITY EASEMENT = UTILITY POLE =WATER ME TER = INTERIOR ANGLE = CEN TERL 1NE = UTILI HOUSE =POWER POLE =AIR CONDITIONER PAD = ASPHAL T = BUILDING =BENCH MARX =CATCH BASIN = CONCRETE BLOCK STRUCTURE =CHAIN LINK FENCE = CONCRETE = DRIVEWA Y = DISTANCE = ELEVATION =FIRE HYDRANT =FOUND IRON PIPE =FOUND IRON ROD =FIELD BOOK = FINISH FLOOR ELEVATION =FOUND =UNDER CONS TRUCTION =FEET =FOUND BLOCK. CORNER =FOUND NAIL & DISC =FOUND DRILL HOLE =FOUND NAIL = GARAGE ELEVATION = WOOD POLE =LIGHT POLE = LENGTH = MEASURED = MONUMEN = OVERHEAD WIRE =BASIS OF BEARINGS =CATCH BASIN =UTILITY POLE = WOOD FENCE =FIRE HYDRAN = ELEVATION = TILE =ASPHALT = GRASS ION = WA TER VALVE = UTILITY POLE ANCHOR = CONCRETE X x x -CHAIN LINK FENCE, = C.B.S. WALL = SANITARY SEWER MAN -HOLE F /P5/8" FIP5 /8 ASPHALT ROAD 11' (5.63) co • PARKWA k ct 11 173.20'(R & M) 17.41 24.46 Y 21' 11.00' 5.93' 22.40' 4.00' FF =8.59 9.00' 21.00' 26.20' 38.68 29.50' 24.00' 25.09' 22.45' 5.00' 25.33' 35.00 17.15' = SANITARY SEWER MA - OLE 6.59') FIP 1/2 F /P5/8" 5 5' CONC WALK 125.00'(R & M) ASPHALT ROAD 28' (5.69•' NE 95 STREET I HEREBY CERTIFY.- THAT THE BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY l5 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED UNDER MY DIRECTION. IT 15 ALSO MY PROFESSIONAL OPINION THAT THIS SURVEY MEETS THE MIN /MUM TECHNICAL STANDARDS SET FOR 1H BY THE FLORIDA BOARD OF PROFES90N.4L SURVEYORS AND MAPPERS IN CHAPTER 61 G- 17-5 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 4 72- 027 OF THE FLORIDA STATUTES 5.45') 5') TWO STORY RESIDENCE #1285 5 LOT 34 -35 E1/2 LOT 33 % 1 • I / NOE AGUILAR PROFESSIONAL SURVEYOR & MAPPER CERTIFICATE LAND No 5571 STATE OF FLORIDA THE SURVEY SHOWN HEREON IS NOT VALID W1TH0(1T THE SIGNATURE AND fRGC14 R.;SEG SEAL G. A rtCR ;DA SURVEYOR AND MAPPER, LEGAL DESCRIPTION: LOT 34 & 35 AND THE EAST 1/2 LOT 33 BLK 84 "MIAMI CHORES SECTION 3" A SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1285 NE 95 STREET MIAMI CHORES, FL 33138 MARY SUE SAXON. CERTIFIED TO: SURVEYORS NOTES: 1— OWNERSHIP IS SUBJECT TO OPINION OF TITLE 2— EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY 3 —NO UNDERGROUND IMPROVEMENTS WERE LOCATED 4— ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (UNLESS ASSUMED). 5 —THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT MAY BE FOUND IN THE COUNTY PUBLIC RECORDS 6 —LEGAL DESCRIPTION PROVIDED BY CLIENT 7— UNLESS OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8— BEFORE ANY CONSTRUCTION THE SET BACKS MUST BE CHECKED 9— THIS SURVERY IS FOR USE AS PER REQUEST AND NOT FOR ANY OTHER PURPOSE. 10 —FLOOD ZONE AE BASE 8 . 0 ' PANEL 11— DATE OF FIELD WORK 03 -04 -04 CARIBBEAN INSPECTIONS & SURVEYS CARIBBEAN N A CONSULTING INC 7911 N. W 72nd AVE., SUITE 105 MEDLEY, FLORIDA 33166 MIAMI DADE /MONROE (305) 889 -1100 FAX (305) 889 -2900 PALM BEACH (561) 741 -4260 FAX (561) 741-4259 EASTCOAST OPERATIONS BRO WARD (954) 435-0220 FAX (954) 438 -7272 MARTIN /ST. LUCIE /INDIAN RIVER (772) 398 -6533 FAX (772) 398 -6532 JOB # A- 1285 -N LB7234 DRAWN BY: G.L. REV: N.A. BM 3250 S 8 -62 WESTCOAST OPERATIONS COLLIER /LEE (239) 549 -5911 /FAX: (239) 549 -5811 TOLL FREE STATE WIDE 1- 866 - 261 -CBIC F7 11' CBICCORP. COM 0093 .1 BOUNDARY S UR VE Y SCALE: 1 "= 30' LEGEND: =MONUMENT LINE NG VD = NATIONAL GEODETIC VERTICAL DATUM N/D =NAIL & DISC N.T.S. =NOT TO SCALE B -NO. = NUMBER 0/S = OFFSET OH. = OVERHEAD O.R.B. = OFFICIAL RECORD BOOK PL. = PLANTER TL =PROPER LINE • = CENTER LINE P. C. C. =POINT OF COMPOUND CURVATURE P.C. =POINT OF CURVE P. T. =POINT OF TANGENCY P.O. C. =POINT OF COMMENCEMEN T P.O.B. =POINT OF BEGINNING P.R.C. =POINT OF REVERSE CURVA TURE P.P. =POWER POLE P.C.P. = PERMANENT CONTROL POINT P. B. =PLAT BOOK PG. =PAGE PW = PARKWAY P.R.M. =PERMANEN T REFERENCE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR (R) = RECORDED DISTANCE R.R. =RAILROAD R/W = RIGHT -OF -WAY R = RADIUS RGE. =RANGE SEC. = SECTION STY. =STORY SWK. =SIDEWALK S.I.P. =SE T IRON PIPE S.I.R. =SET IRON ROD T = TANGENT TWP. = TOWNSHIP U.E. =U EASEMENT U.P. = UTILITY POLE W.M. =WATER METER D = INTERIOR ANGLE Cc = CENTERLINE U.H. = U mar HOUSE P.P. = POWER POLE A/C =AIR CONDITIONER PAD ASPH. = ASPHALT BLDG. = BUILDING B.M. =BENCH MARK C. B. =CATCH BASIN C.B.S. = CONCRETE BLOCK STRUCTURE C.L.F. =CHAIN LINK FENCE CONC. = CONCRETE OW =DRIVEWAY DIST. = DISTANCE EL. = ELEVATION F.H. =FIRE HYDRANT F.I.P. =FOUND IRON PIPE F.I.R. =FOUND IRON ROD F. B. =FIELD BOOK F.F. =FINISH FLOOR ELEV<TION FD. =FOUND U. C. = UNDER CONSTRUCTION FT. =FEET F.B.C. =FOUND BLOCK CORNER F.N.O. =FOUND NAIL & DISC F.D.H. =FOUND DRILL HOLE F.N. =FOUND NAIL GAR. EL. = GARAGE ELEVATION W.P. =WOOD POLE L.P. =LIGHT POLE L = LENGTH (M) = MEASURED MON. =MONUMENT 0.H. W = OVERHEAD WIRE (B8) =BASIS OF BEARINGS ® =CATCH BASIN `Q) =UTILITY POLE �! ff =WOOD FENCE =FIRE HYDRANT o.o MH F J wv N = WA TER VALVE —( = UTILITY POLE ANCHOR = CONCRE X X X -CHAIN LINK FENCE, =ELEVATION - C.B.S. WALL = SANITARY SEWER MAN -HOLE = TILE = ASPHAL T =GRASS F /P5/8" ASPHALT ROAD 11' (5.63) 17.41 24.45 7 1 .00' 22.40' 9.00' FF= a.59 4,41 (6. 27.00' I 26.20' 38.68' 29.50 24.00' 26.09' 22.45' FIP5 /8 ° 5 45 35.00' 17.15' NH =SANITARY SEWER MA - OLE FiP 1/2 F /P5 /a" 5" CONC WALK PARKWAY -J ASPHALT ROAD 28' (5. se:) 125.00'(R & M) 173.20'(R & M) NE 95 STREET I HEREBY CERTIFY: THAT THE BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED UNDER MY DIRECTION. IT l5 ALSO MY PROFESSIONAL OPINION THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61 G -17 -6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472 -027 OF THE FLORIDA STA TUTES. (5.45) TWO STORY RESIDENCE #1285 LOT 34 -35 E1 /2 LOT 33 / C C/Ei 4/L. NOE AGUILAR PROFESSIONAL LAND SURVEYOR & MAPPER CERTIFICATE No 5571 STATE OF FLORIDA THE SURVEY SHOWN HEREON IS NOT VALID WITHOUT THE SIGNATURE AND OR15INAL RASED SEAL OF A 2CRIOA SURvEYOR AND MAPPER LOT 34 & 35 AND THE EAST 1/2 LOT 33 BLK 84 MIAMI CHORES SECTION 3" A SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 1285 NE 95 STREET MIAMI CHORES, FL 33138 MARY SUE SAXON. LEGAL DESCRIPTION: PROPERTY ADDRESS: CERTIFIED TO: SURVEYORS NOTES: 1 —OWNERSHIP IS SUBJECT TO OPINION OF TITLE 2— EXAMINATION OF THE' ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY 3 —NO UNDERGROUND IMPROVEMENTS WERE LOCATED 4— ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (UNLESS ASSUMED). 5 —THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT MAY BE FOUND IN THE COUNTY PUBLIC RECORDS 6 —LEGAL DESCRIPTION PROVIDED BY CLIENT 7— UNLESS OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8— BEFORE ANY CONSTRUCTION THE SET BACKS' MUST BE CHECKED 9— THIS SURVERY IS FOR USE AS PER REQUEST AND NOT FOR ANY OTHER PURPOSE. 10 —FLOOD ZONE AE BASE 8.0 PANEL 11— DATE OF FIELD WORK 03 -04 -04 CARIBBEAN INSPECTIONS & SURVEYS CARIBBEAN N A CONSULTING INC LB7234 7911 N.W 72nd AVE., SUITE 105 MEDLEY, FLORIDA 33166 JOB # A- 1285 -N DRAWN BY: C.L. REV: N.A. MIAMI DADE /MONROE (305) 889 -1100 FAX (305) 889 -2900 PALM BEACH (561) 741 -4260 FAX (561) 741-4259 EA STCOAST OPERATIONS BRO WARD (954) 435 -0220 FAX (954) 438 -7272 MARTIN /ST. LUCIE /INDIAN RIVER (772) 398 -6533 FAX (772) 398 -6532 WESTCOAST OPERATIONS COLLIER /LEE (239) 549 -5911 /FAX: (239) 549 -5811 TOLL FREE STATE WIDE 1- 866 - 261 -CBIC WWW. CBICCORP. COM BM 3250 S B -62 0093 BOUNDARY S i; SCALE: 1 " =30' lid = MONUMENT LINE NGVD = NATIONAL GEODETIC VERTICAL DA N/D =NAIL & 0 /SC N. T S. =NOT TO SCALE f -NO. = NUMBER 0/S = OFFSET OH. = OVERHEAD O. R.B. = OFFICIAL RECORD BOOK PL. = PLANTER = PROPERTY LINE Fk = CENTER LINE P.C.C. =POINT OF COMPOUND CURVA P.C. =POINT OF CURVE P. T. =POINT OF TANGENCY P. O. C. =POINT OF COMMENCEMEN T P.O.B. =P0 /NT OF BEGINNING P.R.C. =POINT OF REVERSE CURVA TURE P.P. =POWER POLE P.C. P. =PERMANEN T CON TROL POINT P.B. =PLAT BOOK PG. =PAGE PLY = PARKWAY P.R.M. = PERMANENT REFERENCE MONUMENT P.L. S. = PROFESSIONAL LAND SURVEYOR (R) = RECORDED DISTANCE R.R. = RAILROAD R/W = RIGHT -OF -WAY R = RADIUS P.GE. =RANGE SEC. = SECTION S TY. =STORY SW(. = SIDEWALK S.I.P. =SET IRON PIPE S.I.R. =SET IRON ROD T = TANGENT TWP. = TOWNSHIP U.E. = UTILI EASEMENT U.P. = UTILITY POLE W. M. = WA TER ME TER D = INTERIOR ANGLE CL = CENTERLINE U.H. = UTKITY HOUSE P.P. =POWER POLE A/C =AIR CONDITIONER PAD ASPH. =ASPHALT BLDG. = BUILDING B.M. =BENCH MARK C.B. =CATCH BASIN C. 8. = CONCRETE BLOCK S TRUCTURE C.L.F. =CHAIN LINK FENCE CONC. = CONCRETE DW = DRIVEWAY DIST. = DIS TANCE EL. = ELEVATION F.H. =FIRE HYDRANT F. /. P. =FOUND IRON PIPE Fl.R. =FOUND IRON ROD F.B. =FIELD BOOK FF. =FINISH FLOOR ELEVATION FD. =FOUND U. C. = UNDER CONSTRUCTION FT. =FEET F. B. C. =FOUND BLOCK. CORNER F.N.D. =FOUND NAIL & DISC F.D.H. =FOUND DRILL HOLE F.N. =FOUND NAIL GAR. EL. = GARAGE ELEVATION W.P. =WOOD POLE L.P. =LIGHT POLE L = LENGTH (M) = MEASURED MON. = MONUMENT 0.H. W = OVERHEAD WIRE (8B) LEGEND: =BASIS OF BEARINGS WV = WA TER VAL ® =CATCH BASIN COQ = U TILITY POLE // /1 = W000 FENCE 7SCX =FIRE HYDRANT Y O = ELEVATION MH = SANITARY SEWER KNig =TILE = ASPHAL T = GRASS = UTILITY POLE ANCHOR = CONCRETE X X)( -CHAIN LINK FENCE, -C. B. S. WALL MAN -HOLE F /P5/8 ASPHALT ROAD 11' (5.63) F 1P 5 /8 17.41 6.21) 24.46 5' CONC WALK 11.00' (5.93) 22.40' r 21.00' 14.75 FF= 8.59 9.00' 26.20' 38.68' 29.50' 24.00' 26.09' 22.45' • (7.37 ) (6 25.33 35.00' 17.15' VH = SANITARY SEWER MA - OLE F /P5/8 o co co PARKWAY 21 ct ti 0 ASPHALT ROAD 28' (5.66') 125.00'(R & M) 173.20'(R (Pc M) NE 95 STREET I HEREBY CERTIFY: THAT THE BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY 1S TRUE ANO CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. AS RECENTLY SURVEYED UNDER MY DIRECTION. IT l5 ALSO MY PROFESSIONAL OPINION THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61 G -17 -6 OF THE FLORIDA ADMINISTRAT7VE CODE PJRSUANT TO SECTION 472 -027 OF THE FLORIDA S TA TU TES. (75. (5.45') TWO STORY RESIDENCE #1285 LOT 34 -35 E1/2 LOT 33 4 NO£ A ;Cu ILAR PROFESSIONAL CERTIF ICA LAND TE No SURVEYOR 5571 & MAPPER STATE OF FLORIDA THE SURVEY SHOWN HEREON IS NOT VALID W7THO(IT THE SIGNA TURE AND ORIGINAL RAISED SEAL CF A .'LCR'JA SUF: v` YOR AN0 MAPPER ‘ 6'Ef LEGAL DESCRIPTION: LOT 34 & 35 AND THE EAST 1/2 LOT 33 BLK 84 "MIAMI CHORES SECTION 3" A SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1285 NE 95 STREET MIAMI CHORES, FL 33138 MARY SUE SAXON. CERTIFIED TO: SURVEYORS NOTES: 1 —OWNERSHIP IS SUBJECT TO OPINION OF TITLE 2— EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY 3 —NO UNDERGROUND IMPROVEMENTS WERE LOCATED 4— ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (UNLESS ASSUMED). 5 —THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT MAY BE FOUND IN THE COUNTY PUBLIC RECORDS 6 —LEGAL DESCRIPTION PROVIDED BY CLIENT 7— UNLESS OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8— BEFORE ANY CONSTRUCTION THE SET BACKS MUST BE CHECKED 9— THIS SURVERY IS FOR USE AS PER REQUEST AND NOT FOR ANY OTHER PURPOSE. 10 —FLOOD ZONE AE BASE 8 . 0 PANEL 1 1— DATE OF FIELD WORK 03 -04 -04 CARIBBEAN INSPECTIONS & SURVEYS CARIBBEAN N A CONSULTING INC JOB # A- 1285 -N LB7234 7911 N.W 72nd AVE., SUITE 105 MEDLEY, FLORIDA 33166 DRAWN BY: C.L. REV: N.A. MIAMI DADE /MONROE (305) 889 -1100 FAX (305) 889 -2900 PALM BEACH (561) 741 -4260 FAX (561) 741 -4259 EASTCOAST OPERATIONS BROWARD (954) 435 -0220 FAX (954) 438 -7272 MARTIN /ST. LUCIE /INDIAN RIVER (772) 398-6533 FAX (772) 398 -6532 WESTCOAST OPERATIONS COLLIER /LEE (239) 549 -5911 /FAX: (239) 549 -5811 TOLL FREE STATE WIDE 1- 866 - 261 -CBIC ;iW Y .CBICCORP.COM BM 3250 S B - 0093 Ml�I SHORES VILLAGE, FLA. JOB ADDRESS ) ?- ¥, INSPECTION 7') TIME READY A.--■ REMARKS: 1 4 N9 5658 INSPECTOR 1 1 DATE S7 I ''s MIAMI SHORES VILLAGE, FLA. JOB 5.4 ,}t ADDRESS j s' A) ' - __ 2,4 -) -• r INSPECTION F. e. 7'° 4 — TIME READY j • 3 0 2 N9 5406 . , > - L ?•- sZo REMARKS: (CI INSPECTOR Rb DATE Application is hereby made for the approyal 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. Date__._ y . , Owner's Name and Address.... ( �• ......_ . x_.,� t� No./ . Street Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Disapproved Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Lot Block . r Subdivision. Street and Number where work is to be done of-1.5 �'}.... _.�_ Es' ____ ' __d State work to be done and purpose of building (by floors) 72-4-.E" > ,74_0, .tia.S e- 26 • 7 6V, / - 2' ^ go 7 .. 4 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ — Amount of Permit $ Zone cubage required .Plan Cubage Distance to next nearest building.._. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent 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 w k such public noti or notices as are required by the Act. The undersigned agrees to employ only such subcontrctors, op, work t• •: /performed unde is permit, as are licensed by Miami Shores Village. Remarks..._ (Signed) Cl ��f1�L�LGv/ XO' 4 l '�. 43ZC STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ------- - - -••• 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 st ated are true. Permit No.___.._ll Date Read, Sworn to, and Subscribed before me. Notary Public, State of Florida Building Inspecto My Commission Expires NINC BOARD DATE Chairman 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. MIAMI 9 BIM—DING SPECTlION DEP l'..TIVIENT. APPLICA15ON FOR ORES VILLAS Application is hereby made for the approval of the detailed statement ci fth e. plans end specifications herewith submitte d. 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 iviiami Shores Village shail be complied with, whether heat in specified or not. i copy of approved plans and specifications, must be kept at building during piogress of the wad:. \ . --------- --- John Saxon . . 1285 N E 95th St.. Owners Name and Address . 8 ggigtcr.cd itichiwo And /g7 Engimo f4,TnttntYtirrIttnelTsIMMT12411112.M.E.Z.Slaln31:t Name an ) kthse 8 contracbt Obe nour Roofing Co. 7357 N. W. Mi ami i Ct. Location and legal description of lot to be, built on Lot Block Subdivision Street and Number where work is to be done 1285 N. E. 95t1; St State work to be done and purpose of building (by flasaes) Remove flat gravel roof and replace with 4 ply asphalt and gravel roofing, IMO." arid for no other pinpose. Remodeling Addition Repairs X ItTo oi Stories Roof Covering 19 i k rRf A. 5.00 (age Siae of Building, Lot New Building To be constructed cc Mind of foundation Estimated Total cost of improver 1350 aents Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. ii notices with reference to the building and its construction may be sent to The undersigned applicant fer this building permit does hereby certify that he understands and accepts his obligations as u - of f labor under the Florida 1,Vorkinen'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 vim ed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the mite of the 'isso blic notice or notices as are required by the Act. The undersigned agrees to employ only su h subco ctors„ oat rk to tinder this permit, as are licensed by Miami Shores Village. Remarks_ (Signed) 4a,e22"rd STATE OF FLORIDA, COUNTY OF DADE.. Before rase, the undersigned authority, a notgy public duly ,antlaorized to adrainistes oaths and take acknowledgments, personany peared to rae well hums, 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 muse, and that all facto therein by him stated are tame. Permit No. / Disapproved Date ..... . Building Inspect° Chairman Niernber Meanber Council Approved. ese: LJ1L • 5NG PERMIT Rea-3, Sworn to and Subscribed before me. PLANNING BOAR DATE — Notary Public, State of Florida My Commis:ion Expires `Member Member Member .Date )ar-' eri Date NOTE: A charge of $1.00 will be made for snaking convections or changes to this application after appamal has been obtained from the Planning 13oarcl. A re-inspection fee of $1.00 will be charged when such re■inspecHon, ia made nectuatry by Enproper moSice foa• isispevitisrn sta fatality materials and/or workmanship. Owner's Name and Address �'° ° S a Registered Architect and /or Engineer Name and address of licensed contractor 5 it Location and legal description of lot to be built on: Lot Block Subdivision`` ii Street and Number where work is to be done 12& 5 19 Disapproved ( Signed) Building In ctor 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. Date No !Jot )1%-Street i f " 19 t--- 4, ()RI, State world to be done and purpose of building (by f]oors�. � 6U-- h � ' � ' � �. - M M.A., and for no other purpose. New Building Remodeling. Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 4]-S/ O .a ` Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and is obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled Genera da, Pere an nt SuPplement, and has complied with the provisions thereof, and will require similar compliance from a co• t ntract, en loyed . tim in the work to be performed under this permit; and will post or cause to be posted for in �:• c f e wo l su c notice or notices as are required by the Act. The undersigned agrees to employ only such sub . trq i o . ' t e • under this 1 1 i / permit, as are Iicensed by Miami Shores Village. Remarks (Signed) - _ 1! "v" 1 a aws of Flo actors or sub Lion on t site ctois, o work STATE OF FLORIDA, COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally 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 fore &oing application, and that he did sign the same, and that all facts therein by him stated are true. v B � Permit .... 10 6_3 Date - o 1 Read, Sworn to and Subscribed before me: Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman .. 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. MI APPLICATION FOR BUILDI `i0 PERMIT OIL' pplication is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Sh, -s Village, Florida, and all provisions of the LaNAN of the State of Florida, all ordinances of Miami Shores Village 9nd all rules and r- gulations of the Building Division of Miami Shores Village shall be complied with whether herein specified o; not. A cope of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address____ __ Registered Architect and /or Engineer ) /f Name and address of licensed contractor _. A- 3'v-r _ Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done Subdivision State work to be done and purpose of building (by floors) New Building _ Remodeling Addition To be constructed of Estimated Total cost of improvements $____1 � f " Zone cubage required____ scl(Lf Permit No Disapproved Date ( Signed) Building Inspector MI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Kind of foundation Council Approved Date Disapproved Date 19_, No. t - --- Street - /,efdB/ 0/ and for no other purpose. Repairs No. of Stories r Roof Covering 05w Amount of Permit $ _Plan Cubage 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 permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him m the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this Remarks (Signed) A # la 1 permit, as are licensed by Miami Shores Village. PLANNING BOARD .__ .. DATE Chairman Member __ Member _ Member Member Member STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Date ( — � y —Cs) q— Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, __ 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. - .PLAMIT ►PPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Fob Address 1 285 N . E . 95th St. Tax Folio 11-3206-014-4620 O Date 9/19/91 Legal Descripti i Lot 34 & 35 SEC 3 ey Master Permit # Owner / Lessee Tenant Owner's Address 1285 N.E. 95th St. Contracting Co. )benour Roofing S/M & Supplwddress 7357 N.W. Miami Ct. Miami, FL 33151 Qualifier Jar 3s D. Obenour State# CC0014: )6 Architect /Engine r Bonding Company . hort3agor Permit Type (ci. :le one): BUILDING hLLCTRICAL PLUMBING MECHANICAL PAVING FENCE SI( WOE( DESCRIPT ON REroof entire residence and install new gravel and Squire Ft. 4500 Estimated Cost 11,000.00 WARRRING TO OW ER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE '1 DO SO >f1AY RES LT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YC 1NT:ND TO OBT IN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT). Application is h on tie attached stanlards of all permits are requ OWNER'S AFFIDAVI will be done i, Furt l s S gn Date: 9/ PERMIT FEE: I q qe6 Own 1 N ta_y as to Owns My Commission Exi *• . * * reby made to obtain a ;;1:_... work and installation as indicated above, at idendum (if applicable). I certify that all work will be performed to meet tl laws regulating construction in this jurisdiction. I understand that separat red for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. . I certify that all the foregoing information is accurate and that all woi compliance with all h.plicahle laws regulating construction and zoninE th above- aa to do he work stated 7 and /o N/A N/A N/A grey cement tile roofing.. . r. e s : Notary Public State of Pioricki .. • Comml?t+nn Expires eb. 18, 1g3 Al 'ROVED: Fire z. dng Mary Sue Saxon t J Condo President President Miami Shores, FL SS# Phone 757 -2612 FRSA SIF Competency 006454 Ins. Co. CAPITAL ASSURANCE Building Address Address Address / Notary as to contractor of Owner- Builder My Commission Expires: iy i)ulic Stale of Florida �k �k * Comm' lkn i 13, 19 9 Other 33 13 8 phone Electrical . MI .hanical Plumbing Engineering 757 - 2612 gnature of Contractq -r or Owner- Builder 9/19/91 1 STATE OF Florida COUNTY OF Uaoe /744/e4,4 otary Public °repared By: Catherine A. Duffin 4209 Jackson St. Hollywood, FL 33021 4TATE CF FLORIDA COUNTY OF DADE I HEREBY CERTIFY that this is a tru origin i 'Iliad i this uftice on c A. D. 11, WITNESS my hand and Official Seal. Clerk Circult Court PERMIT' NO. TAX FOLIO NO. 21-3206-014-4620 NOTICE OF COMMENCEMENT 9 11332637 1991 SEP 20 14:11 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. 1. Description of property: (legal description of the property, and street address if available) 1285 N.E. 95th St. Miami Shores, FL 33138 Lot 34 & 35, Block Sec 3 2. General description of improvement new gravel & gray tile. 3. Owner information Mary Sue Saxon 1285 N.E. 95th St. Miami Shores, F L 33138 a. Name and address b. Interest in property Owner c. Name and address of simple titleholder (if other than Owner) 4. Contractor (name and address) Obenour Roofing, Sheet Metal & Supply Co. 7357 N.W. Miami Ct. Miami, FL 33150 5. Surety N/A a. Name and address b. Amount of Bond $ N/A 6. Lender (name and address) N/A Reroof entire residence and install 7. Persons within the State of Florida designated by Owner or other documents may be served as provided by Section 713. Florida States (name and address) James D. Obenour 7 3 5 7 Miami, FL 33150 8. In addition to himself, Owner designates James D. Obenour Roofing to receive a copy of the as provided in Section 713.13(1)(b), Florida Statutes. Sworn to and subscribed before me this upon whom notices 13 (1) (a) 7., N.W. Miami Ct. Obenour of Lienor's Notice 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 19thday o f September ,19 91 My Commission Expires • Notary Public State of Florida • 1M► Commission Expires Feb. 18, 1993 • Job Address I 2__Es 6 Ki g 41 Tax Folio 1 fl 2 -O (D 1 402O 0 Legal Description Loy 34 �'"a z.. (� ,� - �� N.�i / Lessee / Tenant Morj V Ck r. VQ ij Master Permit 0 7'4 ,� B -,‘ j� 3313 -a 2, Owner's Address V d,� R �y, —.� a i SY)D�ES Phone 0 `J Contracting Co. . I ® 1 toff A) CO Y.', 0 Address q(051.) q(051.) 6AN n Q, 'd .- 77 Qualifier O� J . (m z_ SS4t - Phone :) 3S'83 % State 0 Municipal Competency #DCOO9i icD. Ins .Co ._ � �`t ) Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDI ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Signatu'e er and /or Condo President 0 oy�n APPROVED: (� l�U PERMIT APPLICATION FOR MIAMI SHORES VILLAGE • I N) ■ IE S I `O 211tL�.%1r� Notary as to Owne nd/ 4o'cw,C i0ifgcp: •. EAL My Commission Exp - • .. r. • ?ONNIE SARMIENTO K M ..' + : * COMMISSION NUMBER 1' 'I.:" t a CC095423 '.2 S MY COMMISSION EXP ** * * * t *" "- * APP! 21915 arci L)A ria)n) F- p ,.( ®e i t6 .2_ sd h d se- 6 Square Ft. tcy t S -1) Estimated Cost(value) �S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work s , ed. FEES: PERMIT 0 0 RADON C.C.F. f'r D NOTARY TOTAL DUE Fire Zoning Building Mechanical Plumbing Signs Dat_ • t ontrac Am]r J / 1 4 o R :,. COMMISSION NUMBER 0 � �9Y COMMISSION 3 EXP ((‘ OF FCC APR 2 199 Notary as to My Commissio * * * * Other "1( Electrical Engineering • PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 94R 145 140 1994 APR 06 15:26 THE UNDERSIGNE=D hereby gives notice that improvements wilt 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: I n� o J NE 1 16 6 FT M 1 A Shoe -3 ?)1.41 2. Description of improvement: all IU j (And W aTeZ, Yet= . S 7 _ J H t1 S F 3. Owner(s) name and address: A11 higY SUE' SARA/ IRS N'" cl 5 IlAiA- ) 331 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address:\ 1 ©SE Cool 1 . Z, D611 "J& Pai aTI tI & c..c) 1%50 SW IIT7 41,VV i t l FLT. 33I 5. Surery:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself „Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner y rint Owners Name Sworn to and subscribed before me this - day of i _a :AK _r_ - : t u I ► 1 Notary Public Print Notary's Name My Commission Expires NOTICE OF COMMENCEMENT , Y PU, OFFICIAL. NOTARY SEAL BONNIE SARMIENTO y COMMISSION NUMBER �'41u'• Q CC095423 �l e� MY COMMISSION EXP OF F�0 APR. _ 2,1995 STATE OF FLORIDA, COUNT( OF DADE oP fPoo NORM? e2R8fWV QAOs fAto to PrucycoPG O Nino: 6A. f in Oh a ofPlco ®e (( ® / _ 11 , 1 l l fel/ V7914ffcS, ,u :.fv COOrfa Prepared by: (lace , 60 ..Z. Address: tQ(n) S Lc) Witt- 3N7 • • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 08/21/2002 lob Address 1285 N.E. 95 Street Tax Folio Legal Description Historically Desisnated: Yes No Owner/Lessee /Tenant Mary Sue Saxon Master Permit # 70 ' f r ? Queer Carlos Arocho SS# Phone (305) 759 -2505 p w , nersAddr , . 1285 N.E. 95 Street Miami Shores, Fla. 33138 Contracting Co. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Ave. Phone (305) 751 -0382 state # RC0058627 Municipal # c ompetency , # 000017889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old flat roof to wood deck, tin cap glassbase sheet, install galvanized eav e drip and flashing metals, mop on layer of Ply IV, surfacing to mop on ruberoid modified bitumen. Ft 16sq. Estimated Cost (value) $5,700.00 Square WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR UNDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do wodc and installation as indicated above, and on the attached addendum (if applicable). I certify that all Work will bcpaforawri tomicd. thestaadaadaofalllawsregulatingcausuvrtiaaisthssyurisdi *iAt.. I understand. that Eeparain are revived far ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 17) 1'1" / Notary as to Own and/or Condo Presi My Commission Expires: FEES: PERMIT 3310) - Date. Signature of Contractor or Owner- ider ro Sri MARYLOU HERNANDEZ r MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwriters RADON C.C.F. . X Q NOTARY Notary as to Contractor or Own My Commission Expires: ,s7/; /o Date M "•YLOU HERNANDEZ MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwriters BOND, DO• TOTAL DUE L°{3 O b APPROVED: Zoning Building I Electrical Merlanicai Phambiag Siract:ual Engineer aZ 1 Owner's Notification for Roofing Permits issued under the Florida Building Code )MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONJC APPLICATION 1 Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations Owner'siAgent's Signature Page 1 of 1 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, 'Building govem the minimum requirements and standards of The industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial ire the adjacent box Indicates that the item has been explained. 4sthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone j are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to, workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zocur g code, shookt be addressed as past of the agreement befineen the on ws end the contractor. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ?3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing / contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. i f 4. Exposed Cetiltings. Exposed, over\ beam cetittistigs are where the ur desside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. a5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident us►� � lthe ostgtriat roofing system is semo'sed. 4ork&hg cASSdtttohs should be corrected. �� 6. Overflow scuppers jwall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be seduced. It may be belief at to cohstdes addtttonat veat ',h can sesutt tri extehdtstg the seskkR Me of the roof. l 2 Date Contractor's Signature http: / /www.co. miami - dade. fl. us / bldg /roofing permiting /owner_notification.html 8/12/2002 Roof Category Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ❑ Other: 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: Quality Roofing Contractor, Inc. 1285 N.E. 95 Street ❑ New Roof d Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low slope roof area (ft. 16sq. Section A (General Information) Process No. Roof Type Job Address: Are there Gas Vent Stacks located on the roof? ❑ Yes d No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. n/a Section B (Roof Plan) Page 1 of 1 Total (ft. 16sq. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter W dth (a'): Corner Size (a' x a'): ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■�■ ■ ■ ■ ■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ .. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 'lull■■■■ ■■■■■■■■■ ■ ■■■■I ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■..■ ■ ■ ■ ■ ■ ■ ■ .. ■ ■■ 11111111111111:: ■� ■��■�� 1112 1111■■ ■9 ■■■■■ ■■■■■■ ■ ■ ■ ■ ■■■■ ■■ ■ 1 1111111 i i■ ■ IIi11111 . 11111 11 � 11 IIH 111111111111111111 ■ ■1.+ ■■■ ■ ■■■■■■■■ ■q■■■■■■ ■ !!!■■■■■■■0 i r: ari ■ ■ ■■■■■IIIIII ■■■■ ■■ lllllll:■� ■■■ ■■■■■■■■■■■ 111: :::::IIIEI1111111111 '`t■ ;, ' ■: :::::■ fob i milimmummumnammommmummommummumm Iv ■■■■ ■■■■■■■■ ■■■■■ ■■■■■ ■■■ .I ■ ■■■�■� ■�� ■■■ mmweN■■■■■ ■■■N■ ■■ ■■■ ■■■■■ ■ ■11■ ■■■■ ■� ■lr ■1 J■ ■ ■■ ■■■■ ■ ■■■ W ■■■■ ■■■ uiOHHIHIIIHIllIuhrIiHHHHIHIH4rHHHH.11j! ■ ■.■ ■■■■■ rt su ■■■■■■_ ■ 11i 1111111111111111111111111111 ■I ■■■■.... ■■■■■■.■■■.■ .■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■tll. ■ ■■■ ■ ■ ■ ■■ !n tl■W ■ ■■.�� ■i1 ■ ■ ■I ■■■ ■ ■■■ ■■■■ ■■■■■■ ■ /_� 41 1E ��■�l UIMI ■II•i■■■■■B■■.■ ■■I ■■■e�■■■ ■■■■■■ ■■■■ ■■■■■ ■■ ■ ■ ■I ■■ ■■■■ ■ ■■ 111 1 1111111111111" ■ ■1 ■ ■ ■.. in VIII 1111111/1 ■ ■ ' N 111 ■ ■ ■ ■■■ ■■ ■■ ■■ ■ ■ ■ ■ ■1 "■ 1u mom 1 ,_ M ■■■■■■■■■ ■■■■■u.■ ■■■ ■ ■■■■ ■ - 111111111111111111111111 ■ ■■■ 11 11 Page 2 http: / /www.co. miami- dade.fl.us/ bldg /roofing permiting /permit_app_section_a.HTML 9/10/2002 System Manufacturer: GAF Materials Corporation NOA No: , 02-0408.10 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -52 Pmax 2: -87.3 Pmax3: -131.4 Maximum Design Pressure, From the Specific NOA System: -52.5 Deck type: 1" x 6" T & G * These decks require a fastener pull test by an approved test labratory Other Deck Type: n/a Joist Spacing: n/a Slope: 1/2" n/a High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Anchor /Base Sheet & No. of Ply(s): n/a Anchor/Base Sheet Fastener /Bonding Material: n/a Insulation Base Layer /Size & Thickness: n/a Base Insulation Fastener /Bonding Material: n/a Top Insulation Fastener /Bonding Material: n/a Insulation Top Layer /Size & Thickness: Page 3 Wood Nailer: 8 penny nails Base Sheet(s) & No. of Ply(s): Gafglas #75 base sheet Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): Gafglas Ply IV Ply Sheet Fastener /Bonding Material: Approved asphalt mopping Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: n/a Top Ply: Ruberoid Mop FR Top Ply Fastening /Bonding Material: Asphalt mopping Surfacing: n/a FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 '/" R.S. Nails Altemate Fasteners: n/a 1. Field: 9 2. Perimeter: 6 3. Comers: 6 "o /c @laps& 2 "o /c @ laps & 4 " o/c @ laps & 4 rows @ 9 " o/c rows @ 6 rows @ 6 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a Page 1 of 1 " o/c http: / /www.co. miami - dade. fl. us / bldg /roofing_permiting /section_c 4.html 9/10/2002 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a rtarC et til iieitht f ormRor i-lsi t.,L --.Ft Page 1 of 1 http: / /www.co. miami - dade. fl. us / bldg/ roofingpermiting /section_c_4_2.html 9/10/2002 1,• . MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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: GAF Rnlieroid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 33. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of 33 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description:' 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and: tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation 117) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec ( GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum .Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec ( GAFTITE) #12 or 1114 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation 117) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS 1175 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 27 of 33 Membrane: Surfacing: Maximum Design Pressure: See Fastening above One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UItraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal Jsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 28 of 33 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with PIy and Flex Ply T M 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or 1 /2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof,pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 33 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Surfacing: Gravel, 400 lbs/sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck NC Incline: 1/2 Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). ' Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/ urethane composite, phe- nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 5. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or C3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or "Ruberoid •Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite /urethane com- posite, phenolic, 1-1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 4 . Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10 • Deck: C -15/32 Incline: 1/2 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) t75 Roofing Systems (TGFU)— Continued Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Cl "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, ' any thickness,. hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type C2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). - Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isoryanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS PIy 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isoryanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "PIy 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "PIy 6" hot mopped in place. Membrane: " Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. eck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers` of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of " Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 NONE Of COMMENCEMENT A RECORDED COPY AWST IS POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NQ TAX FOLIO NO, STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby pivos notice that improvsmonts will be made to amain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencemem, 1. Lessf descodon of properly and awe addreu: 1285 N.E. 95 Street 2, D eacr od an 01 fi Reroof flat roof to a new Ruberoid Modified Bitumen. ownerto name and address: Mary Sue Saxon wino in drapery: Owner Name and address of tee simple talehoider: N/A 4. Contractor's nen* and address: Quality Roofing Contractor, Inc. 13800 NW 1 st Ave, Miami ,Florida 33168 3. Surety:(Psymont bond required by owner from contractor, d any) Name and address: N/A -1DA COUNTY Amount of bond $ . 7. Peens within the Slats of Florida Ossignaistf by Section 713.13(1)(a)7., Redd' Suess, Nl me and Wren: N/A 6. fin addition **net nett, Owner designates the lofbwinp person(s) to receive a copy of the Liana's Notice as provided in , Section 713.13(1)(b), Florida Name address: N /A 9. Erlpiration date of this Notice of Commenooment: Wee sxpiradon date is 1 y.w from the date of recording WWI a d iforaa dote is specified) u re of Print Owner's blame v s y Ckfe. Soo( Swan t0 and subscribed Wore this ALday of C _ 20111_, Nolan' Public Prot Nolarys Name MAR 611 HERNANDEZ d, Y MY COMMISSION # DD 060579 ITI.II v��a EXPIRES: October 10, 2005 ■ "' . ti ll. Bonded Thru Notary Public Underwriters o Miami Shores, Florida 33138 1285 N.E. 95 Street Miami Shores, Florida 33138 02R599496 2002 SEP 26 11:10 p rime d b Carlos Arocho Quality Roofing Contractor, Inc. Address; 11f1011 NW 1 st Avenue Miami ,Florida 33168 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Parcel # 1132060144020 Signed: Signed: /c4_ l 4=2, Building Permit Permit Number: BP2002 -1577 Printed: 9/13/2002 Page 1 of 1 Applicant: MARY SAXON Owner: SAXON MARY JOB ADDRESS: 1285 NE 95 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 34 & 35 & E1/2 LOT 33 BLK 84 Fees: Description Amount FEE2002 -5096 Buildier's Bond $300.00 FEE2002 -5097 Building Permit Application Fee $60.00 FEE2002 -5129 CCF $3.60 Total Fees: $363.60 Total Receipts: $0.00 Total Fees: $363.60 Permit Status: APPROVED Permit Expiration: 3/11/2003 Construction Value: $5,700.00 Work: TEAR OFF OLD FLAT ROOF TO WOOD DECK, TIN CAP GLASSBASE SHEET INSTALL GALVAIZED EAVE DRIP & FLASHING METALS MOP 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. (INSPECTOR) BY: _ In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes, (Contractor or Builder) BY: QUALITY ROOFING CONTRACTOR, INC. 13800 N. W. 1ST AVENUE MIAMI, FL 33168 -4849 PAY TO THE ORDER OF BankafAmericao e n h a n c e d d o c u m e n t S e e hack for d e t a i l s. [.� DATE s- T /our 1 FOR f 1.!' . /ln... i� j Lo pc,i- ui'01 ?764u' 1:06301300471: D01,595300 24611' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 612 Jab Address A- / Tax Folio \13201) -O \9 - 4 62,0 e, 25 Lei- 33 and al) eR- L015 34 - 35 Legal Description ' a . S b 3 ' 3 Historically Designated: Yes No a , 6✓L . / Tenant /t/b . /WRY SAO Master Permit # Phone 3Os' - 7.5 c Owner's Address /c?-g /tom 95 Si-- Contracting Co. ba- tit Cdr' (_, Qualifier ��. -�-� kraev State # OE- US'? ) GI 0 Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (eiu eVe one • I: U L 1NG ELECTRICAL 3 LUMBING MECHANICAL OOFING AVING IFENCE SIGN WORK DESCRIPTION s � 0,0.0 AiVi9 I v 9015f- laPA tie (Erik, Competency # Address Address Address Square Ft. Estimated Cost (value) Sig /e WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY IEIEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. i.. AA. o as to Owner and/or Condo President My Commission Expires: 0.O/9 N S3HIdX3 NOISSIww00 Ab"� LI.09E9 0O# NOISSIWWOO VOIHOIA d0 'Onand AWYION 1:I3N1Vd NOXVS VIHINAO •1V391VI0IddO1 FEES: PERMIT /,g ,.• RADON i1 8 ao C.C.F. ' 60 • NOTARY BOND APPROVED: Zoning Building ti Electrical Mechanical Plumbing Structural Engineer Address 7r SS# - - Phone 3 (& /s T Signs of Contractor oOwner-B lder otary as to Contractor or Owner- Builder My Commission Expires: Ins. Co. ea a e L DA/ ,if.kT avie TOTAL DUE () rJ F Date Date �� 0” -tea Contracto Na me: 61 04 ROOF CATEGORY • ❑ (Low Slope Application) ❑ (Nail-On Tile) ❑ (Mortar-Set Tile) * ❑ (Asphaltiflerglass Shingles) ❑ ( Metal RoofslWood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering C❑ Re' ❑Maintenance Flat Roof Arca (f) Sloped Roof Area (f) Total (f) Mast= Permit No_ Ecosure category (pc ASCE 7 -88): Building Claniricarion dory (perASCE 7-88 table 1): Ft. Ft Deck typ ATTACHMENT Fastener Type SP,CING Field. DETAIL 1 & 2 •fndndes Mortar Ind Adhcrire Set Tile Appendix "E" UNIFORM ROOFING PERMIT APPLICATION ROOF REIGJ 1 AND SYSTEM DETAILS (Draw details ss seeded) Peter: Corner. Job Address: ,02 S A& 9S Page -1 PROCESS No_ ROOF FLAN APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. / 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 7. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) ?_. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 2 21414. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. /Adj 5. Ponding Water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident }y until the original roofing system is removed. Ponding conditions should be corrected. 2 `(-?6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block' this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. _ _____" 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner' Signature gent's Signature 5104 APPENDIX "F" - lQ - � v&v Date Contractor's Signature NOVICE OR COMMENCEMENT A RECORDED COPY MUST SE POSTED ON THE JOB SITE AT TIME OF PIRST INSPECRON PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain teal property, and in accordance with Chapter 713. Florida Statutes. the knowing information is provided in this Notice of Commencement. 1 . iagai demot o f property and met address: 1285 N.E. 95 Street 2. Description of . Reroof to a new Flat Roof. 3.Owner(s) name and address: Mary Sue Saxon Interest In property: Owner Name and address of fee simple titleholder: N/A 4 Contractor's name and address: Quality Roofing Contractor, Inc. 13800 NW 1 st Ave, Miami ,Florida 33168 5. Suretyr(Payment bond required by owner from contractor, If any) Name and address: N/A Amount of bonds n n E. Lender's name and address: N/A 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(10)7.. Florida Statutes, Namo and address: N/A S. In addition tatIlmsetf, Owner designates the following person(s) to receive a copy of the Liarroes Notice ce provided in Section 713.13(1)!0), Florida Statutes. Nance and address: N/A 9. Expiration date of this Notion of Commencement: (the expiration date is 1 year from the date of recording unless a /01/ ,.; re of Owner /� Print Owner% Name /%L e � U� )/) r Sworn to and subscribed before me this to day of 20 0 Miami Shores, Florida 33138 1285 N.E. 95 Street Miami Shores, Florida 33138 k . .�� w �QZ - - -- 1;,. { R 3 11111111111111111111111111111111111111111111 Cd= ht 2004R0143471 OR Bk 22088 Ps 1873; (109) RECORDED 03/03/2004 10 :22 :37 HARVEY RUVIHv CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Prepared by Carlos Arocho Quality Roofing Contractor, Inc. Address: 13rinn NW 1 st Av nlle Miami ,Florida 33168 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/26/2004 Applicant: MARY Owner: SAXON JOB ADDRESS: 1285 NE 95 Contractor QUALITY ROOFING CONTRACTORS INC Local Phone: 305 - 751 -0382 Parcel # 1132060144020 Building Permit Permit Number: BP2004 -250 SAXON MARY ST Contractor's Address: 13800 NW 1 AVE Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 LOTS 34 & 35 & E1/2 LOT 33 Fees: FEE2004 -2098 FEE2004 -2099 FEE2004 -2100 FEE2004 -2101 FEE2004 -2102 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $2.40 $0.80 $6.25 $9.00 $268.45 Total Fees: $268.45 Total Receipts: eceipts: - i0.0 ) (, Permit Status: APPROVED Permit Expiration: 8/22/2004 Construction Value: $3,500.00 Work: REROOF FLAT ROOF Signed: (INSPECTOR) Signed: (Contractor or Builder) BY: Page 1 of 1 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. BLK 84 MIAMI SHORES VILLAGE `` rn( BUILDING DEPARTMENT \� 305- 795 -2204 X Building Inspection Request 0\( (4-j9 Type Insp n j ,v'(.- ,)i A .1 i Permit No. b ' L) Name Approved Correction Re- Insp'n Fee f Address ' 8 S . e. Iv -A Company / Afi Y 7� (2A. - i-' Phone # 1 C 1 - 03Y-, Inspection Date i I. 1 ■) \I MIAMI SHORES VILLAGE ( n BUILDING DEPARTMENT \� 305- 795 -2204 X Building Inspection Request Type Insp'n Permit No. Name Address Company Phone # 1 03 5L Inspection Date Approved Correction Re- Insp'n Fee 9 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami' shores Village Buildi ig 1 Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 lectrical Permit No. pc) _-) D Master Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder Phone # Owner's Address lc) 25 A . Co City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami - Dade Zip Is Building Historically Designated YES NO ti p Contractor's Company Name A Contractor's Address City Qualifier Phone # State Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 9 ;0 Type of Work: ['Addition ❑Alteration ❑New Describe Work: r.. Amprem 4 4.1 R.yct 1 * * * * * * * * * * * * * * * * * * * * * * ** * F * * * * * * * * * * * * * * * * * * * * * * * ** * * ** Submittal Fee $ ,. 0 . Permit Fee $ (� CCF $ � (d CO /CC Notary $ Training/Education Fee $ ? � 0 Technology Fee $ � a 5 Scanning $ q Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ` ) • (Continued on opposite side) Square Footage Of Work: 3 Repair/Replace ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *************************************************************************' ' * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB 2 5100 tans Examiner Engineer Zoning Miami S ores Village Buildin epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: .(305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. • FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical (Roofing Owner's Name (Fee Simple Titleholder) Mary Sue S axon Phone# 305-710-7584 Owner's Address 1 28 5 N. E. 9 5 S tree t City Miami. Shores State Florida Zip 331 38 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1285 N. E. 95 Street City Miami Shores Village County Miami -Dade Zip 3 31 3 8 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractor, Ikon# 305 -751 -0382 Contractor's Address 13800 N. W. 1st AV enn e City Miami State Florida Qualifier Carlos Arocho Zip 33168 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $ 3 , 5 0 0.0 0 Square Footage Of Work: 3 s q . Type of Work: _ ['Addition ['Alteration ['New ® Repair/Replace ❑ Demolition Describe Work: Tear off old roof to wood deck, tin cap #80 glass base, install galvanized eave drip and flashing metals, mop on with asphalt one layer of 1/2" insulation board, mop on with asphalt one layer of.Gaf Ply 4. surface to mop on with asphalt one layer. of Ruberoid Modified. Bitumen. Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Scanning $ Radon $ Code Enforcement $ Structural Plan Review. $ n 1; Technology Fee $ ' Bond $ ti Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}I'IDAVIT: 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 no b4 appro ed and j einspection fee will be charged. • Contractor The foregoing instrument was acknowledged before me this C? The foregoing instrument was acknowledged before me this(' day of € , 20 d, by Ots(l-c.r .S , day of i'.i, - , 200/, by 6w, (o,, ,�.-I---) , who is personally known to me or who has produced who is personally known to me or who has produced As identi 'cation and who did take an oath. as identification . - d who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Chc 10/14/03 APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: Print: . My Commission 1. '•1' COMMISSION # D 060579 EXPIRES: Octobar 10, 2005 * * * * * * * * * * * * * * * * * * * * ** ,► fjk * ** a * ** * * * * * ****** * ** * * * * ** e rca e o Competency Holder) " • MARYLOU HERNANDEZ * '; ': *% MY COMMISSIQIV ,54* �•P •• " *IWPflttco er 10, ;�.••' Bonded Thru Notary P 2005 N uWic Underwriters * ** State Certificate or Registration No. Certificate of Competency No. ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. of 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor, `// 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B / ng Code. (The roof deck is usually concealed prior to removing the existing roof system). (i'f 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. & X1- 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 0 / j/ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 7 :/ f T0 / 1 , - wner's /Agent's Signature (, iO Date C:1Doeumeou •,d Settlegekhemm Alecd Settinye\Temp\Temporery Internet FII a\Cooteot.IES\OKLBAFTF\SECTION lS24I11.doc Contractor's Signature Low Slope 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: Section A (General Information) Process No. Job Address: Quality Roofing Contractor, Inc. 1285 N.E. 95 Street ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Low slope roof area (ft. 3sq. Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: Roof Type ❑ New Roof d Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes d No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft .') n/a Section B (Roof Plan) Page 2 ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Total (ft. 3sq. Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter W dth (a'): Corner Size (a' x a') http: / /www.co. miami - dade. fl. us / bldg / roofing_ permiting /permit_app_section_a.HTML 2/11/2004 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Ete. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a Parapet Wall Height FL Mean Roof Height J3' Ft. Page 1 of 1 http: //w w.co.miami- dade.fl.us/ bldg /roofing permitirg /section_c_4_2.html 1/23/2004 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System Manufacturer: GAF Material Corporation NOA No: 03-0501.02 Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA") Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 49.2 Pmax 2: -82.6 Pmax3:' -124.3 Maximum Design Pressure, From the Specific NOA System: -52.5 Deck type: 1" x 6" T & G • These decks require a fastener pull test by an approved test Iabratory Other Deck Type: n/a Joist Spacing: n/a Slope: 1/2" Anchor/Base Sheet & No. of Ply(s): (1) Gafglas #80 Anchor/Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Insulation Base Layer /Size & Thickness: 1/2" High Density Wood fiber Base Insulation Fastener /Bonding Material: Type 111 mopping asphalt Top Insulation Fastener /Bonding Material: n/a Insulation Top Layer /Size & Thickness: n/a Page 3 Wood Nailer: 8 Penny nails Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener /Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): (1) Gafglas PIy 4 Ply Sheet Fastener /Bonding Material: Type 01 mopping asphalt Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvanized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: n/a Top Ply: Ruberoid Mop 170 FR Top Pty Fastening /Bonding Material: Type 111 mopping asphalt Surfacing: n/a FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 1 /4 11 R.S. Nails Altemate Fasteners: n/a 1. Field: 9 " o/c @ laps & 2 2. Perimeter: 3. Comers: 6 "o /c @ laps & 4 6 "o /c @ laps & 4 rows @ 9 " o/c rows @ 6 " o/c rows @ 6 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a Page 1 of 1 http: / /www.co.miami- dade. fl. us /bldg/roofingjermiting/section c 4.html 2/11/2004 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporatlon 1361 Alps Road Wayne, NJ 07470 This NOA renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. 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: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 APPROVED ASSEMBLIES SBS Wood, Insulated 19/32, or greater plywood or wood plank Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Membrane Type: Deck Type 1I: Deck Description: System Type A (1): Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ACFoam -I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA Minimum 1" thick N/A N/A Wood Fiber, GAFTEMP® Fiberboard, BCMA high Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP Recover Board Minimum y2" thick N/A N/A Paroc, Perlite, GAFTEMP® Permalite Minimum 3 /a" thick N/A N/A Fiberglas Minimum 15 / 16 " thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft Please refer to Roofmg Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polylsocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat -Weld" Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex PIynd 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyT"' 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 9 of 32 GAFGLAS Flex Ply"' 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMATA'' Base Sheet, GAFGLAS® PLY 40, GAFGLAS Flex Ply"' 6, GAFGLAS STRATAVENT Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat - We1dTM Smooth or RUBEROID SBS Heat -Weld 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 40, GAFGLAS Flex Ply 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of RUBEROID® 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. ± 15%. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lb.sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 10 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 'A slip sheet is required with Ply 4 and Flex Ply I ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMTATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 172 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite/ urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch ". (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass. fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheer', hot mopped or mechanically fastened in place. • Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing '(Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline:1 /2 Insulation (Optional): One or more layers perlite; glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/ isocyanurate • composite; perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet', . hot mopped, or mechanically fastened in place, :. Ply Sheet: One or 'more layers of. Type GI " GAFGLAS Ply 4 ", or " GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule)... Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or CAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened . in place.. Joints offset 6 in . Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened' in place. • • ' ' Ply Sheet (Optional): One or more layers of Type GI'GAFGLAS Ply 4" or "Ply 6" hot mopped in place. . Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gar /sq or CAF Weather•Coat Emulsion at 3 gal /sq. • 12. Deck: C -15/32 • Incline: 1/2 Insulation (Optional): • Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints.offset 6 in. Base. Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet', hot mopped or mechanically fastened in place. • Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Insulation (Optional): Isocyanurate,, wo d fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet', hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule)... Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of. "GAFGLAS #75 Base Sheer', hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal/sq or GAF Fibered Aluminum Coating at 1 -1/2 gal/sq. 15. Deck: C -15/32 Incline: 1/2 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR THE UL. MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type CI, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite / isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type C -2 or C -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type C -1, hot mopped in place. Membrane:. One layer of "Ruberoid Torch" or "Ruberoid. Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation • (Optional): Perlite, fiber .glass, . wood fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type CI, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR ".or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type C -2 or C -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or ny a layers of Type G.1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). . • Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate,. urethane, perlite / isocyanurate composite or phenolic, any thickness. . Base Sheet:, One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" ..cold applied adhesive at 1 -1/2 gal /sq. FRc layer "Ruberoid (granule), hot opped or adher d w Karnak Chemical. Co. "No.. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq.' 20. Deck: C-15/32 .' 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: " GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of 'Rubberoid Torch (smooth). Membrane: :'Ruberoid Torch 170FR" (granule). 21. Deck: C- 15/32. . Incline: 1/2 . Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. • Base Sheet: One: or more plies of Type . G2 " CAFGLAS #75" or Membrane: One or more e plies o of mopped beroid 30 FR" hot mopped in place. 22. Deck: C -15/32 • Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type C2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. . Membrane:. One or more plies of "Ruberoid 30 FR ", hot mopped in place. 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. fastened. Base Sheet: One or more layers Type G2, hot, mopped or mechanically Approved Type Insp'n Permit No. B Name Address Compan Phone # S 1 ^ 03 For Inspector( 0 l [ / d� j3 Name & Date Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ) ?Time Re- Insp'n Fee ❑