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PLANS (2)• SINCE 1987 BLANCO SURVEYORS INC Engineers • Land_Su.rveyors • Planners LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH FL. 33141 (305) 865 -1200 Fax (305)865 SUFFIX: :J DATE i 7 -17 -95 BASE: 8' COMMUNITY # 120652 JOB No. 01— 2Q iSZ FLOOD ZONE: AE PANE : 0093 DATE: SCALE: 12 -7— 01 1'.' =.20' DWN. BY: F. SIAN co nn QD 4=2 N � a m (J) f, m XI 7-i `'A ( 0 SCALE. i °= 20' NOT vALrD UNLESS EM305SED WITH SURVEYOR'S SEAL • REVISED: 25.00' Z O ITi ', w 0. .E• cam_. v Pt Z -fl - -J u ;fir- D (..n m G) - 46 61.91' 1 l S k, 1 ‘ - ‘'4c \ 61.9V ` x U m 00 BOUNDARY SURVEY op r-� t 5•05' D7 r r - O --I ra 125.00 (P& f) M 34.90' 34.90' n 0 n 0 m 4t --I O Ns) Xi m Tn I° n m 4' tRON F M y 5.20' cn C, 125 .00 '(P&M) r 0 X --I r,)1'.) !.0 M 0 r m ABBREVIATIONS: - SWK= SICEWALK. CBS = CONCRETE 3t.00K STRUCTURE. CLF =CHAIN JNK FENCE. PI= PROPERTY LINE. DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE. F= FOUND. NC =AIR CONDITIONER PAD. P /C= PROPERTY CORNER. DM= DRILLED HOLE. W/F= wOCDEN FENCE. RES= RE9CENCE. CL =CLEAR RB =REBAR UE= UTILITY EASEMENT. CONC= CONCRETE SLAB. R/W =RIGHT OF WAY. DE= DRAINAGE -EASEMENT C/L= CENTER LINE. O= DIAMETER TYP= TYPICAL M= MEASURED. R= RECORDED. ENCR = ENCROACHMENT. COMP = COMPUTER ASP = .ASP',AL PUD =MAX & DISC. S= SET. FFE= FINISH FLOOR ELEVATION. 0/S =OFFSET. P/P =POWER POLE. OHP= OVERHEAD PCWERL.NE, WM =WA EP METER W000 FENCE •- +' *- —•' MASONRY WALL= ELEVATION BASE ON CONCRETE= S.'•', :• :'• •• •:.: • :.•.,._ • r� 9 CBM# E3 Lit ELV. 174x NAINT'ETANCE & DRENAGE EASE-Mgr D•s• LOCATOR INDEX# 3Z So g NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. : 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown On the plat and The same, if any may not be shown on this sketch. 4) Underground portions of Footings. Foundations or other improvEtncr.ts Were not located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the (e-,;e. 7) Wall Ties to the face of the Wall. 8 BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE SAID PB PAGE U ` m r m ON PL -1 O Qv ID , (31 n) r O 03 4- 4'-.) SURVEY FOR: FRANCOIS COURTY, 1129 N.E. 92ND ST., MIAMI SHORES, FLORIDA 33138. LEGAL DESCRIPTION: LOT 25 BLOCK 2 OF BAY LURE SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF MIAMI —DARE 'COUNTY, FLORIDA.. 1 HEREBY CERTIFY That the survey represented Hereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps. easements appearing on the plat or visible easements other than as shown hereon i � 4 *•I _QWf ti ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 L O C A T I O N S K E T C H S C A L E : N T S 2 • r 125' r,) 125' N 5 ;', s> • O / , � ti� Y e r,) N B4. MAP MIAMI —DARE L FLORIDA AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 88. FLOOD ZONE (S) ( ) AE B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) 8.00' B10. Indicate the source of the Base Flood Flpuatinn (RPM .a,.., ,..- I.....,. el__, -__.._ _ _. BUILDING OWNER'S NAME FRANCOIS COURTY BUILDING STREET ADDRESS (Including Apt 1129 N.E. 92ND ST. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY MIAMI SHORES STATE FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers T Parcel Number, Legal Description, etc.) LOT 25, BLOCK 2, PB 44, AT PAGE 63 BUILDING USE (e.g., Residential, Non - residential, RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#### # °) I Addition, Accessory, etc. Use Comments section HORIZONTAL DATUM: NAD 1927 II NAD 1983 01 -2088 SOURCE: I_ if necessary.) SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I 120652 B2. COUNTY NAME 5 .25 ft.(m) 5 . 75 ft.( N/A ft.(m) N/A ft t; 1 GPS (Type): 1 USGS Quad Map L Other: - - -- - -- - - - -•• �•-. . ..�.au v uaac nuuu utlpin @nierea in t:f9. 1_I FIS Profile IJ FIRM 1J Community Determined 1_1 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IX 1 NGVD 1929 11 NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1J Yes No Designation Date: PI J SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 11Construction Drawings' 1JBuilding Under Construction* I X !Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVT) Conversion/Comments Elevation reference mark used BENCH MARK Does the elevation reference mark used appear on the FIRM? IX I Yes LJ No O a) Top of bottom floor (including basement or enclosure) O b) Top of next higher floor ❑ c) Bottom of lowest horizontal structural member (V zones only) ❑ d) Attached garage (top of slab) O e) Lowest elevation of machinery and /or equipment servicing the building O f) Lowest adjacent grade (LAG) D g) Highest adjacent grade (HAG) D h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h N/A w 5 .71 ft.(m). 5 .61 ft.(m) 5 .66 ft.(m). N/A sq. in. (sq. cm) O.M.B. No. 3067 - 0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number B3. STATE ZIP CODE 33138 12/7/01 __ 91_\ ir 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME ADIS N. NUNEZ LICENSE NUMBER TITLE 5924 REGISTERED LAND SURVEYOR COMPANY NAME ADDRESS BLANCO SURVEYORS, INC. 555 N. S RE DR. CITY. STATE ZIP CODE SIGNATURE {� , \� n DATE ` I BEACH FLORT DA 111 1q x RONE C ��� 12/7/01 (305 865 -1200 T L P FEMA Form 81 'JUL 00 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. 1129 N.E. 92ND ST. MI For Insurance Company Use: Policy Number Company NAIC Number CITY AMI SHORES Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS - ELEV. 8.74' SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) attachments For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I ft.(m) LLlin•(cm) 1_I above or (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I I ft-(m) LLlin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? LI Yes LI No LI Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. LI 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. LI A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. The The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for 1_1 New Construction . G8. Elevation of as -built lowest floor (including basement) of the building bstantial Improvement G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS BM# B -62 FEMA Form 81 -31, JUL 00 STATE ZIP CODE FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) CROWN OF ROAD ELEVATION: 5.28' LOCATOR# . 3250 S CITY STATE ZIP CODE DATE TELEPHONE TITLE TELEPHONE DATE . ft.(m) Datum: ft.(m) Datum: LI below L .I Check here if attachments I Check here if attachments REPLACES ALL PREVIOUS EDITIONS N9 1187 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Sh res Village, Fla , ...7' f �- Owner, Agent or Tenant of Building , f 1 4 i t t - t' 'c• 4 V Lot c S . Block 101 Subdivisio i ` ' `'l , r C. . Street Address // *A. 9 A • E . t r� .� � t � •„{ 4:.: (' Approved use by occupancy " ' r e i tit e: _ ;: i t e de i !, 0 +K.__ Remarks. t, This Certificate of Occupancy is issued to the above named tom• < t ' i s-G'-4,.. for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known ::s the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or tructure , BUILDING DIVISION ....4.40twef„4 ' PHIICAL TESTS - STEEL - CEMENT - CONCRETE INSPECTION PAVEMENTS - BRIDGES - BUILDINGS MIAMI FT. LAUDERDALE FORT MYERS No. 1 REPORT OF: bfi REPORTED TO: Mrs. Harriett Ellis 1129 N. E. 92nd Street Miami Shores, Florida 33138 EXISTING CONDITION SUBSURFACE CONDITIONS CHEMICAL. ANALYSIS - OIL. - COAL - PAINTS - METALS TEST BORINGS - SPECIFICATIONS - CONSULTATIONS WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 N. E. 144th Street Drawer L • North Miami, Florida 33161 Telephone Florida Certificate No. F -614 305 — 944 -3401 Order No. 16633.1(1257) Page 1 of 3 0- 31594- 9 -30 -82 ko Lab. No. H -168 October 1, 1982 ENGINEERING EVALUATION OF SOILS CLIENT: Mrs. Harriett Ellis PROJECT: Residence Foundation Settlement Investigation LOCATION: 1129 N. E. 92nd Street, Miami Shores, Florida The southwest corner of the subject residence has settled and rotated outward; total magnitude of movement appears to be three to four inches vertically and greater than one inch rotationally. Diagonal cracking extends ten to twelve feet back from the corner along the south and west walls. The interior floor slopes dramatically to the corner from midway in the affected room. Cracks are also evident at the top -of- window level on the south wall separating the house proper from the enclosed porch. Water service entersthe slab -on -grade house at the southwest corner. The sound of running water which has reportedly been noticed for several weeks suggests the piping is broken beneath the slab. The settlement has reportedly been progressing for many years. An excavation was hand -dug on the west side of the southwest corner. At the bottom -of- footing elevation, a soft, slightly plastic brown silt was encountered. The material extends below the footing and apparently under it. The excavation could not be carried any deeper due to an inflow of water from beneath the footing (possibly the result of the leaking water pipe). MEMBERSHIPS: American Concrete Institute • American Council of Independent Laboratories • American Society of Agronomy American Society for Testiny & Materials a American Water Works Association • American Welding Society • Better Business Bureau of South Florida Consulting Engineers Counc of Florida . Florida Engineering Society • Honda Planning & Zoning Association Miami Builders Exchange • Miami -Dade County Chamber of Commerce • National Federation of Independent Business, Inc. National Society of Professional Engineers • Society of Military Engineers • Soil Science Society of America • Water Pollution Control Association No. 1 REPORT OF: CLIENT: PROJECT: Engineers Laboratory and Inspection Service 0 - 31594 9 - 30 - 82 ko Lab. No. H - 168 1820 N. E. 144th Street Page 2 of 3 Drawer 1,, North Miami, Florida 33161 Order No. 16633.1(1257) ENGINEERING EVALUATION OF SOILS Mrs. Harriett Ellis Residence Foundation Settlement Investigation Two Standard Penetration Test Borings were performed immediately south and west of the affected corner. Please see our Report of Soil Boring Numbers 1 and 2 for detailed descriptions of the materials encountered and the drilling procedures employed. In boring Bl (south of the corner), a moderately dense limestone (probably fill) was encountered at a depth of 2.5 feet and was relative consistent to 10.0 feet, the total depth penetrated; no evidence of the soft silt encountered in the excavation was found. Boring B2 (west of the corner) penetrated the septic drain field between approximately 2.0 to 4.0 feet then penetrated soft silt material to approximately 6.5 feet at which depth limestone materials are encountered. The ground water level in boring B1 was found to be 4.5 feet (about the same level at which water was found in the excavation); water level in boring B2 was at 2.0 feet, the top of the septic drainfield. RECOMMENDATIONS In order to provide a suitable bearing for the arresting of the settlement problem, it will be necessary to remove the silt material from beneath the southwest corner footings and replace with a compacted select fill material. To accomplish this, the southwest corner of the residence must be temporarily supported independent of the footing (possibly a needle beam through the corner and supported on pads well outside the area of excavation, or other means judged appropriate by the contractor). The silt material should then be removed to the top of limestone material (believed to be at approximately 6.5 feet below existing grade) over an area of at least 5 feet by 5 feet centered as best practical under the corner. Excavation of this material will be in the wet and some form of sheeting may be required if materials flow laterally into the excavation; such lateral migration of soil material could cause subsidence beyond the limits of the excavation and must be prevented. The septic drain field to the west may cause a water inflow problem and may require temporary isolation. The excavation should be backfilled to at least six inches above the then existing water level with a granular free - draining select fill. The material should be hand - compacted to the greatest extent possible. To accomplish this the fill would ideally be a small diameter gravel ( "pea rock ") placed in lifts of 6 to 8 inches and compacted each lift. Since this procedure creates an improved founding pad at the corner only, we recommend that structural steel members be installed under the footings along the south and west walls to carry the load to the corner pad. AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANO OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, ANO AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Fbrm 625 -680 • No. 1 REPORT OF: CLIENT: PROJECT: vwsiN.%71...■11.aa LE 34%JkI.I Vt.IC3, W ... Engineer's Laboratory and inspection Service 0- 31594- 9 -30 -82 ko 1820 N. E. 144th Street Lab. No. H - 168 Drawer L, North Miami, Florida 33161 page 3 of 3 ENGINEERING EVALUATION OF SOILS Mrs. Harriett Ellis Residence Foundation Settlement Investigation Order No. 16633.1(1257) At this point it becomes the contractor's option, based upon his best judgement and experience, as to the most suitable procedure for raising and releveling the structure and for creating a competent junction between the existing footing and the improved foundation pad. We suggest this might be accomplished by pouring a new footing pad under the existing corner footings while the structure is held in the proper raised position until the concrete has set at least three days. The new footing pad should be approximately 3 feet by 3 feet with 4 #5 each way for flexural strength. The interior floor slab may require replacement, resurfacing, or grouting to level and support. AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Form 625 -680 Respectfully submitted, WINGERTER LABORATORIES, INC. 2 tavid /' James W. Hayman, P. E. REPORTS (No. 1 -2 CLIENT: PROJECT: LOCATION: ARCHITECT: ENGINEER: DATE: REPORTED TO: Gentlemen: Submitted herewith are logs of test borings performed by WINGERTER LABORATORIES, INC. at the project location under authorization of the client. The logs present factual information on the subsurface conditions at the specific test boring locations; no warrantee is expressed or implied that materials or conditions other than those described will not be encountered at the project site. These logs are submitted as the confidential property of the client; for our mutual protection, authorization for publication or extraction of information contained on the - logs is reserved pending our written approval. Field work was performed using standard drilling equipment. Soil samples(disturbed) were obtained in accordance with ASTM D -1586 by which method a 2 -foot long, 2 -inch diameter split spoon sampler is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded; the sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot. Rock coring, if required, was performed using double -tube core barrels and in accordance with ASTM D -2113. Soil samples and rock cores will be retained by WINGERTER LABORATORIES, INC. for a period of 90 days only unless specifically requested otherwise by the client. The number and locations of the test borings were determined by WINGERTER LABORATORIES, INC. Test borings were staked in the field by WINGERTER LABORATORIES, INC. Borings were terminated at depths deemed appropriate by WINGERTER LABORATORIES, INC. for the requirements stated by the client. No elevations were established for the test boring locations. Depths reported on the logs represent depth below ground surface as it existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WINGERTER LABORATORIES, INC. can assume no responsibility for the accuracy of reported depths if the site is disturbed subsequent to drilling activity. Interpretation and recommendations based upon these data will follow under separate cover as requested. AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS 1S RESERVED PENDING OUR WRITTEN APPROVAL. WINGEPTER LAIrO1;ATORIES, INC. Engineer's Laboratory and Inspection Service 1820 N. E. 144th Street Drawer L._ Miami, Florida 33161 ) OF: SOIL BORING Mrs. Harriett Ellis Residence Foundation Settlement Investigation 1129 N.E. 92nd Street, Miami Shores, Florida Not Given Not Given September 28, 1982 Mrs. Harriett Ellis 1129 N. E. 92nd Street, Miami Shores, Florida 33138 Respectfully submitted, WI GERTER LABORATORIES, INC. c✓ es W. Ha ana, P. E. Page 1 of 4 Order No. 16633.1(1257) DEPIr3 0.0 EL. DESCRIPIION OF Y.AIERIALS NO. BLCWS ON SAMPLER PENEI TION (FOOT) PA`OR BLOWS G CASINO 1.5 Black organic muck, some fine silica sand, traces roots 1 2 3 4 5 6 7 8 9 10 2.0 Brown fine silica sand, traces limestone fragments 2.5 Brown silty organic muck, some fine silica sand and limestone fragments Tan limestone fragments, some limesand Brown limestone fragments, some limesand 10.0 Tan limestone fragments, some limestone Boring terminated at 10.0' as directed ,NT. CASING 300 1bs :,POON1401bS RAX ER DROP CASING 18 'SPOON 30 SAP - SIZE 1.5_ _ • V /INGERTER LABORATORIES, INC. REPORT OF SOIL BORING 1820 N.E. 1t417, Street 1- 9 -29 -82 ko DFA,17 R "L " North Miami F1Crrida 3316 REPORT NO. 1 . of 4 Mrs. Harriett Ellis CLIENT: 1129 N. E. 92nd Street. Miami Shores. Florida 33138 ORDER NO. 16633 PROJECT: Residence Foundation Settlement Investigation 1449 LOCATION: As shown on boring location sketch 1 DRILLER: I.D. 2.0 "O.D. 2.0 "SPLIT SA.►:PLER CASING SIZE 2.38 "I.D. 2.78 " TYPE BX WATER LEVEL 4.5 BELOW SURFACE AT 11:30 AM DATE 9 -28 -82 AS A wjTuAL PROTECTION TO THE 0 *Nt *S AND OURSELVES. THE EN .lINttR IN THE OwNLA'S SE m S «ALL LMECK TniS RL":+aT INITs THE SAMPLES SUSMITIEO PRIOR TO THE PURCHASE OF PROPERTY, OP DE31GNING or STAaCTUALS. R.. H o l l i d a y Enslnet' s Lob - auto/. and !AspectWon ServTc. DRILL NO. 4 DATE STARTED DATE ED 9 -7 R -R7 9 -7R -R7 MINCE TER LAB: :TORIES. INC. B 11 1711.4 it)I ASA v T.ER ) TECTIOw TO CLIENTS. THE •U ?LTC AND OvRSEL.S. ALL RE ("OR t1 L SUe"'TTED ASTMt COhrIDL •Por.LRT• OF CLIENTS. AND AUTHOFIIZATIO.. FD4 ►vBLIC•TIO.OF ST•Tt'EN'S. CONCLUSIONS OA EAT PACTS FADm OR REGARDING OUR RE ►OATS 11 RESERVED •E'DING Ow* "Rank A•VFDvAL• Form 6862 -181 DEPT 0.0 EL. DESCRIPIION OF MAIERIALS I S:'P NO. RA.'Y.ER BLCWS ON SAMPLER PENETRA- TION [FOOI) PAXY R BLCWS ON CASING Brown silty fine silica sand, some limestone fragments 1 1 1 1.5 1 1 2.0 Brown silty fine silica sand 2 2 2 4 Septic tan drainfield 3 3 (sand and gravel) 2 4.0 3 2 4 1 Soft dark gray silt with limestone 2 5 (small recovery rock in spoon) 3 16.0 4 8 6 16.5 Dark gray soft plastic silt, silica sand and 5 10 limestone fragments 8 7 Tan limestone fragments, limesand and limesilt 6 6 6 8 - - 11 6 9 6 10.0 7 6 10 • Boring terminated at 10.0' as directed i S71.•21..- SIZE_ 1 5 T _ 'MR WEIGH CASING 300 lbs SPOON1401b5 RA.'•DCR DROP CASING 18 "SPOON 30 WINGERTER LABORATORIES, INC. Enprneei s I! otroolo7 and lntptc :Ton Stry c• REPCRT OF SOIL BORING 1820 N.E. 1«11+ Street • 0- 31512 -9 -29=82 ko DF�F,;r'ER "L " Narth Mani s Florida 33161 Pa e 3 of 4 RE ?CRT NO. 2 g Mrs. Harriett Ellis CLIENT: 1129 N. E. 92nd Street, Miami Shores. Flprid.A 33138 , ORDER NO. 16613_1(1957) PROJECT: Residence Foundation Settlement Investigation,_ LAB 10. R -145( LOCATION: As shown on boring location sketch ROLE NO. R -9 DATE STARTED DATE C0:`.PLETED 9 - -Q0 RILLER: R. Holliday I.D. 2.0 "O.D. 2.0 "SPLIT SA)cPLER CASING SIZE 2.38 T.D. 2.78IYPEBX BELOW SURFACE AT 12:10 PM DATE 9 -28 -82 • AS A wJTUAL ►ROTECTIO•/ TO TN! DINNERS AND OV'SLLVLS. THE E•.S.INttR tN THt OwtiER'S St 04 I-ALL C"E:K TKIS REPORT MIT.4 TML SAMPLES SUIk11T7L0 PRIOR TO THE PuRCnASL OF PROPER TT. OR DE IGNING OF ITa.CTUpts. WINCE TER LABS" TORIES. INC. B 'Mitt ported by: y M. . e'sl -y AS A PURTHER # "- TECTION TO CLIENTS. THE P u R eLIC AND OVSEL -S . ALL RE PDR AQL lub..TLD bsI + AS TrsE CONrIDENTIAL •ANDER=♦ OF CLIENTS. AND AVT. ORIZATION 'OR •JeL'C•T10N Or I CONCLUSIONS OR ExURACT& PROM OR REGARDING OUR REPORTS IS RESERVED PENDING OwR RRITTIN ARPFOVAL. Form 6862 -1B1 DRILL NO. 9_ _ • ' Engineer's Laboratory and Inspection Service 1820 N. E. 144th Street Drawer L, North Miami, Florida 33161 Page 4 of 4 REPORT OF: SOIL BORINGS Order No. 16633.1(1257) CLIENT: Mrs. Harriett Ellis PROJECT: Residence Foundation Settlement Investigation Form 625 -680 �3.s o .•. . • DRIVE WAY N.E. . 92 Sr EX IsT!NG RE SI DEN f / / /// /r /./ // / EX I STING GAR P02T' N S LocAr1 SKErcu TEST C30RINGS AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. TRIFILIcAlro MODEL NUMBER 110 120 130 170 180 190 D. H. 6'2" 4'1" 6'3 "- 6'5'/2" 6'2" 6'4" 6'3 "- 6`5'/2" 6'2" 8'1" 6'3 "- 6'5'/2" 7'11" 8'1" 6'3 "- 6'5'/2 10'2" 8'1" 6'3 "- 6'5'/2" 10'2" 9'9" 6'3 "- 6'5'/2" W. PERFECT FOR LIMITED STORAGE NEEDS There are times when only a small amount of storage area is essential, but the discerning buyer is still con- cerned about attractiveness and rust -proof durability. This unit conquers the space problem as an all white, satin finish aluminum structure that is shipped par- tially assembled, with the door pre- hinged, without sacrificing the important blend of beauty and utility. • Key lock with friction catch. • Attractive decorative escutcheons. • Abundant pegboard facilities. • ALUMINUM -BAKED ENAMEL FINISH. THE ULTIMATE UTILITY STOREHOUSE CREATED FOR THE INVOLVED INDIVIDUAL The satin smooth white finish, highlighted by door framing sandalwood panels, is fabricated entirely from long lasting, rust - proof, baked enamel finish aluminum engineered to withstand every type of climatic condition, and offers durable service and attractive design for many years of satisfaction. The entire building line is shipped partially assembled for easy completion, in a minimum amount of time, in a wide selection of standard sizes designed to satisfy any situation. Please order by model number. • ALL ALUMINUM BAKED ENAMEL FINISH. • Full length extruded vinyl track -top and bottom -for easy gliding smooth double sliding doors. • Revolutionary new drain gutter. • Security lock and keys. • Ample pegboard area. • Virtually maintenance free. • Ideal for every residential or commercial requirement. MODEL NUMBER 100 W. D. H. 6'2" 3' 5'7'/2" S C H E D U L E MODEL NO. S 1 Z E ROOF BEAM COLUMN WIDTH DEPTH I10 6' -2' 4' -0' 2.62' 2.62' 120 6 -2' 6' -3' 2.62' 2.62" 130 6 -2' 6 -0' 2.62' 2.62" 170 7' -114 7 -10 4.00" 2.62' 160 9' -9 7 4.00' 2.62 190 9' -9' 9' -7' 4.00' 2.62' ••T 1101101 ••5.s•riuc IIu •■•••• • •• •.•L.5 WALL SECTION 1 100020/110 01110.5 AT FLOOR CORNER • 01. 111 014101'11 PLAN S . •007 51 115 ROOF BEAM TO PANEL A 011 t 10.001 sot. 5..1.010 • • IO &..S. i 5•.51.5 TO CONCRETE FL. BEAM TO COLUMN TYP. HAT CONNECTIONS 55055/ LLLL ' A st,, P0511• • 10 1011uS.7s / 1100• ••• SOLI 1•174 410.51 01141•(.0 s' yc ual •0511 AT PURLINS 4 "1- • 0110 114 5154 •5•11• , ■ 000• Cuu •t• DETAIL A SIDE ELEVATION FRONT ELEVATION • • 4•.50 @•s 1/1 /•.11.0 •0511• y 1 N•11L .' 1/1 DETAIL 6 CONNECTION DETAILS 5•LL ••511 DOORS .601..•• •1 •-1•••/I:•0 000 1•.1[111 4050 51011 1111 •.r 0a4 M 0•Na 01.•• 4 0 p •' c /1D 0o1150 Treat AtP AT WALL PANELS DOOR CROSS SECT .4..51. ) 5504 •05115 ` WALL TO ROOF PANEL COLUMN TO PURLIN PARTS C01005 - 200 1 550`•1 •$I ,0. .i 0 r. -5 ` . FIoor Wall ti GUSSET PLATES FAS CIA ctrl' ' 000'400 pool DOOR BOTTOM TRACK 1 " . • ,_ vs- r4' 55• -- -- 1 ts. r WALL PANEL s0 01 „..11' .5 DOOR CENTER STIFFENER SPECIFICATION S 1 To PURLIN .040 ALL EXTRUSIONS ARE ALUM ALLOY 6063•T5 AND SHEET ALUM. IS ALLOY 3003 1•.i SIDE GUSSET PLATES 100 w1. DOOR TOP TRACK_ . 91 -4 ROOF PANEL 04 50115 Gs 0 ems •17Ll 01.00, 5•1• .!•15•5 s/100 •2201157 •405 1157 10.0 10 % 1.. 14,0 4!..117 11410 VIII 01511510 a •110.0411 •n4 74E 5001• 71.011• 5011.1•• *051. 1 • •11 •517* • •07• • 0 0001■ 00 t• •, 57•1 05 •••■•00 •1107 101 • - T • . 0. 01414 toffee. 450 •1.5.510.■ •51•1101 155* 21 • 5 *•1/• 7.07.5. Y. 15 •C100 5. /• 7.5 •1..1••• 5500 1• 10•01441', ...1 1•17105 •• •11 00.25!15 Y15155 ••0 • 7•0515 - 0017 1/1 V0 5.. 1■ OquK 7 110 •51515 4111 • •t,0 900 •11.••• 0000 0 0•••15 0/N 1•4•• 1.•11 17 141 • 511111 00 0 0.5 • CABANARAMA INDUSTRIES NIALEAr1, FLORIDA. 111 CARR GMITH & ASSOCIATES. INC. CON•ULTINO ENOINEERS co•AL •AILU •L011110A DAM 0.10n51••111•. •.1104.504•• 101511 LS 1 ••s 10 - 1 0:1•2204.11:121 i•••1.1. .1111410, 111.1 0.0.10.. 461 1•110 00111 •4002.11 40 0.711 .411 172 10 2 ' 1 61 I S C H E D U L E MODEL NO. 6 1 Z E ROOF BEAM COLUMN WIDTH DEPTH 110 6' -2" 4' -0' 2.62" 2.62' 120 6 IV- 3' 2.62" 2.62" 130 6'- 2' 6'- 0" 2.62" 2.62" 170 7' -Il 7' -10; 4.00" 2.62' 160 9' -9 7'_10. 4.00" 2.62 190 9' -9" 9' -7" 4.00" 2.62" • •A/ 010 • AT FLOOR CORNER • o,. 111 SCAT Oct. PLAN • •. •011 • 111 0(0.08 00/01•( /• •1•0 ••0L •••ILJ iI 0 •11.0 @U' 6/0 ••IC•L WALL SECTION ROOF BE TO PANEL DETAIL A •0 / (•. ,000• 8'• 17} t 8..1104 1000 08.11 00 0041.18,r 414.0•0 .. TO CONCRETE FL. BEAM TO COLUMN TYP. HAT CONNECTIONS C•t01 •••••• 1 .41111. • 10 •0118/001/ (.•000.8 ' UALL IA•lL C•1 I• C/C DETAIL 6 CONNECTION DETAILS • • I ••l•• 010• 1/11101 0480100 ILO I}( if is. pn•8/•. WALL TO ROOF PANEL •410 •1011 .001•0• •.•1- • 4010 0 01 0080 - 1 SIDE ELEVATION ,100L10 1008 6(88(8 / 8111.888• DOOR S 148.•8. 8480 •40111? Il • 11.1 •L L0. 7 • ■ AT PURLINS AT•WALL PANEL DOOR CROSS SECT. x•001 .0.81 111000 I. 8 00000/04, COLUMN TO PURLIN I.•.CAL 1 04. MAUI • 1 10004110 FRONT ELEVATION PARTS CO 0000 • 1 '• I II 'QI WALL .PANEL 4 8I SPECIFICATION S 0001•14•C•014 •..0 ■••0 • A. 0.00000 •T III[ 0•0•0 .BLO.0W- 0 0104 1•01010 Io ' - Ir • 8•• • •81106110... , I• 01008/18 L /1•0 01500110. 1.00 7C1, 0040 00,1 1 72102 PURLIN •o' ALL E%TRUSICNS ARE ALUM ALLOY 6063 AND SKEET ALUM. IS ALLOY 3003 - H14 Doo.},,00 ' Floor Wo11 v GUSSET PLATES SIDE GUSSET PLATES ` n y 80..18 �looy ON L. _I_JL _I, FASCIA DOOR CENTER LIN. •, } STIFFENER 000R TRACK_ TOP Fi004 o� po •i lU' DOOR BOTTOM : TRACK ••• _ • ' L.oti ROOF PANEL ITV 000018191.10C I.• 10.8 47..I„ 11110 ••8 •!110•!• 10 404000••01 0178 I0l 000,• •00•1114 1.11.1•• 00•0 8.. All 0011• • (4,8 • • WILL Al • 480 4 01"4• •1100 TITS • - I•. ,.• ■1•1.• 8.1,001• ••• Al•11•••.- • ■•1••■ 0 18•• 114 • AM 1 •01000.001 •1111.1 • 410•1.00 810 1/11 10•1104L. 1001 10010■ •. ALL 1084•8(8 018.00/ 4•10 • ,000010101, • 1/ • 44 ,08 0001•.. 8111 •01•10 ••■ ••11• •04 AWLS.. OCT ••••0818 0•L• ••18• •••(0 •• ,111 (441(18• 001• 0q IT AL CABANARAMA INDUSTRIES NIALEA •. FLORIDA. CAR ZMITH & ASSOCIATES. INC. CONSULTING £NOJNCCRS CORAL 0.•108 ►lO•IDA n l.10.10I•w•w" • 1 ••1O 8.01 •SSA 1 0 1 01 1611 1 THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT ED WITH NO VARIANCES ❑ WITH VARIANCE(S) LISTED IM "REMARKS" ,NO OTHER DEVIATIONS FROM THE MIAMI SHORES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED. UNLESS SPECIFICALLY LISTED BELOW. ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTMENT BUILDING DIRECTOR PLANNING & ZONING BOAltti VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL: REMARKS: Authorized Signature COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED.. ARCHITECT, B n RR'1 &D SUB CONTRACTORS ARE CHARGE ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. S r, G.. Fake tira /Ty St Mr* Bxe• #eR /9N, a x 4 - xtio Roat) M6s# A S%pocrL 2E ELL /S /5' Y __ KIND OF INSURANCE POLICY NO. EXPIRATION Workman's Compensation YTC 55316 5/28/50 -51 Limits of Liability Contractors' Public Liability S 10,000 / 20,000 SPL 108033 5/24/50 -51 Contractors' Property Damage $ 1,000 / 10 n If Contractors' Protective Public Liability (Contingent) $ / Contractors' Protective Property Damage (Contingent) $ / jib 4, INSURANCEL COMPANY To Cit of Miami Shores Miami Shores, Florida December 27th, 1950 Carpentry, N.O.C. FORM NO. 0-203 4 -48 PRINTED IN U. B. A. RHODE ISLAND HOME OFFICE Philadelphia 22, Pa. CERTIFICATE OF INSURANCE Date 12/27j50 Name of Insured 1.77, LINCOLN Gentlemen: This is to certify that the insurance policies the numbers and expiration dates of which are listed below are in force in this Company as of this date location 837 lorca..St reef... anid, - elsewhere-- in.. the. ._S-tate-- caf The work undertaken at said location is as follows• covering in accordance with the terms thereof at the following In the event of cancellation, it is the intent of the Company to notify yogi' $ pri t o it e ffect i ve date, Mgt moremosohlitilityabooteatcvichiletectowslac RHODE ISLAND INSURANCE COMPANY By CY, INC. Authorized Representativ.