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1236 NE 93 St (10)Miami Shores Building Dept. City Hall 10050 N. E. 2nd Avenue Miami Shores, Rla. Gentlemen: BJ :MBE encl. JANIS-MANK CONSTRUCTION CORP. 1680 N. E. 123110 STREET NORTH MIAMI, FLORIDA TELEPHONE PLAZA 7 -1189 August 23, 1955 Enclosed please find Inspection Cert- ificate from Wingerter Laboratories, Inc. for piles driven in on my residence at 1236 N. E. 93rd St., Miami Shores. Very tru yours, GENERAL CONTRACTORS R OF: PILE CLIENT: CONTRACTOR: PROJECT: LOCATION: ARCHITECT: REPORTED TO: Material: Ids*: Length: WINGERTER LABORATORIES, INC. Engineer's Laboratory and 'Inspection Service DRIVING INSPECTION PILING Janis - Mank Construction Corporation, 12 301 ffiac ayes 13 oulevard, Mimi., Florida Ja Z.s - ''ink Construction Corporation Proposed i?esidence 12'6 7. 93rd Street, Miami Shores, Florida Gilbert h. 1r'ein Morton Penman PILE DRIVING CON`.i'. AC 31 Atlantic Foundation PILING M JFACTL'i' ;R: Atlantic Precast Concrete Company BRANDED: None Janie - Mank Construction Corporation. 3000 lb strength, reinforced concrete. 10" = 10" 12 feet Hearing required by plans: 35 Kips -E R formula INR formulas P # 2wh 8 + 0.1 Inspector's Time August 15 6.5 hrs + 1 hr. travel TOTAL: 7.5 hours. Inspectors F. W. Nasracssk • • 244 N. W. 71st STREET MIAMI 50, FLORIDA LOULTION SKETCh 1(0 1$ .7 Company Building DRIVINQ RIO Type of Rig: Seer Weight of Hers Drop (inches) Powers Rsspectflzlly submittedi WIN TLR 0- 6713 -MM 8 -17 -55 Page 01 of 3 Await No. 2216, Miami Metres Florida, ORDER NO _106.1 Crane, movable V ulc at #2 3,000 lbs. 29 Compressed air. RI>r8, IlsC, As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and autlizatlon for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval, R OF: PROJECT: Pits # 8 Sip, •q.. ine.1D length, ft. 12 Required tens 17.5 Blows last in. 7 Pbrmuule tons 29 (safe load) Depth (ft.) 11 • • WINGERTER LABORATORIES, IN Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA Dsdldir>S ?XJi ?RIVING I11SPROTION Janis Manic Construtotian Corporation Proposed Residence, 12 36 N. C. 93rd Street, Masi Record of Hanger Blows per foot of penetration C . 0- 647184MN 8 -17$5 F. #2 of 2 Perait No. 2218, Mimi Skew nerida ORDER NO. 11 10a , Shores, Florida 3 1 1 3 9 2 2 6 2 1 2 1 1 5 2 1. 2 2 3 6 3. 1 3 a 2 2 6 2 1 2 2 14 14 1 2 14 3 3 ' 2 2 2 15 1 2 4 2 2 3 2 2 5 1 3 1 6 2 1 1 2 2 1 1 :3 1 6 3. 2 3. 6 3 . 1 1 3. 2 3. 14 1 7 6 , 14 2 12 8 14 1 1 4 4 2 5 3 8 13 4 8 16 8 8 14 1 6 12 4 12 6 9 19 11 23 16 13 22 8 3 10 19 12 0 21 lb 3h 19 34 50 26 27 12 6 19 29 15 32 .. 29 11 65 1414 62 26 16 13 22 214 28 29 32 32 2 8 32 39 39 141 13 445 10 10 3.0 10 10 10 10 10 12 12 12 12 12 12 12 12 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 5 5 14 4 5 5 4 4 214 214 21 21 214 24 21 21 11 11 10 10.5 9.5 13 13 12 10 10 10 10 12 12 12 12 17.5 17.5 17.5 17.5 4 14 14 It 2i 21 21 21 10.5 12 10.4 12 As a mutual protection to clients, the publi: 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. R OF: PILE DRIVING INSPECTION • • WINGERTER LABORATORIES, INC. 0- 64718.Mi; Engineer's Laboratory and Inspection Service 8 - - Page #3 of 3 244 N. W. 71st STREET MIAMI 50, FLORIDA Building Psr it NO. 2218, Miami 8hores,,Tla. ORDER NO n36a1- CLIENT: Janis - Mark Construction Corporation PROJECT: Proposed Residence, 1236 Nl E. 93rd Street, Miami Shores, Florida„ Recor'i of Hammer 31owe per foot of penetration Depth lbot Pilo / 19 y 21 22 II. 24 . A. 1 1 1 1 1 1 2 1 0 1 1 1 1 0 0 2 4 2 1 4 1 5 2 1 4 6 4 2 1 1 6 14 5 3 3 5 5 8 4 2 1 5 3 1 3 1 3 5 1 1 2 2 4 2 1 3 5 3 1 1 1 6 2 2 3 2 4 1 4 4 3 2 1 1 2 7 2 1 2 1; 3 5 2 2 2 3 2 1 1 1 8 1 2 l 3 4 3 2 4 3 8 3 2 2 8 9 7 6 12 9 14 13 22 22 4 9 20 3 4 27 10 19 24 27 22 20 31 45 36 17 30 32 8 13 38 11 34 33 39 59 40 32 36 28 43 46 10 . 27 15 12 24 30 23 48 22 45 1 3 74 114 3 15 A Size, sq. ins.10 10 10 10 10 10 10 10 10 10 10 1C 10 10 Length, ft. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Required toms 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 1T.5 17.5 17.5 Blows last in. 5 5 5 6 5 5 5 6 5 5 5 14 6 $ Formula Tom (sate load) 24 24 24 27 24 24 24 27 24 24 24 2 1 27 214 Depth, ft. 11.5 11.5 11.4 11 11 10.8 10 10.5 12 11 11 14.7 12 10.3 As a mutual protection to clients, the publi: and ourselves, all reports are submitted as the confidential property of clients, and autha'zation fur publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. REPORTED TO: CLIENT; CONTRACTOR: PROJECT: LOCATION: R OF: PILE DRIVING IISPECTION Material: Size: Length: PILING Inspector's Time August 15 6.5 hrs + 1 hr. travel TOTAL: 7.5 hours. Inspector: F. W. Nowaczek • • WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA Janis - Mank Construction Corporation, 12301 Biscayne Boulevard, Miami, Florida Janis - Mank Construction Corporationi Proposed Residence 1236 N. E. 93rd Street, Miami Shores, Florida Gilbert M. Fein Morton Fallman PILE DRIVING CONTRACTOR: Atlantic Foundation Company PILING MANUFACTURER: Atlantic Precast Concrete Company BRANDED: None Janis - Mank Construction Corporation. 3000 lb strength, reinforced concrete. 10" x 10" 12 feet Bearing required by plans: 35 Kips -ENR formula ENR formula: P - 2wh 3 + 0. 2'Z A LOCATION SKETCH � DRIVING RIG Type of Rig: Hammer Weight of Hammer: Drop (inches) 2 Power: 6 -a 0- 6718 —MH 8 -17 -55 Page #1 of 3 Building Permit No. 2218, Miami Shores Florida. ORDER NO 1136.1 5 Crane, movable,leads Vulcan #2 3,000 lbs. 29 Compressed air. Respectfully submitted, W GERTER LABORATORIES, INC. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. and au 'rization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. tt 13;.'' , ( . 1k an 71..4 -.Ur Ttr • l'A (int ‘C6d .1; 1 . 1 VO4 bi;12141" hil.;f:"6 • IL • , • 71 T r : n • ;?_. • LTi r ; " ■ rt •• r 1.1 - -'•• • C04.L • . . ' • ' • ,„ "- --r1 ^ 13 4 jiLDT -PI r •• ; • . • ,; • T 7r ,4.r 1 :P - p• i‘v•••-: '4"'" t13: t. • 44 fift.i' c 7--r•,,, 171 4- • I • 'IT ;01.44.: ."" • ' Ol .1 • .!7.T.C. 4. o s! • ; , :•4 4 • G • r JW EP " • ice 21-47 '; TT:A. 2 • r) cy.:.;01..;'• 2 26 • iji•Ob (T1i01 « •", • 1 Tql_14: 00(: T•c= .111(43 REPORT' OF: CLUE': ': PROJECT: • • WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 244 N. W. 71st STREET MIAMI 50, FLORIDA Building Permit ORDER N PILE DRIVING INSPECTION Janis - Mank Construction Corporation Proposed Residence, 1236 N. E. 93rd Street, Miami Shores, Record of Hammer Blai's per foot of penetration 0- 64718 -MH 8 -17 -55 Page #2 of 2 No. 2218, Miami Shores o 1136.1 Florida Florida Depth Foot Pile # & 10 9 1 2 7 11 4 6 12 _L 1 1 3 1 1 3 2 2 2 . 6 2 1 .2 1 1 2 4 5 2 1 2 2 3 6 1 1 3 1 2 3 2 6 2 1 2 2 4 4 1 2 4 3 3 4 2 14 2 2 5 1 2 14 2 2 3 2 2 5 1 3 1 6 2 1 1 2 2 1 1 3 1 6 1 2 1 6 3 3 1 1 2 1 14 1 7 6 It 2 12 8 14 1 1 4 4 2 5 3 8 13 4 8 16 8 8 4 3. 6 12 14 12 6 9 19 11 23 16 13 22 8 3 10 19 12 19 21 lb 34 19 34 50 26 27 12 6 19 29 15 32 29 11 65 44 62 26 16 13 22 g4 28 29 32 12 28 32 39 39 141 13 46 45 Sire, eqi.(. tee 16' : :::10 10 10 10 10 10 10 10 10 10 10 10 Length, ft. 12 12 12 12 12 12 12 12 12 12 12 12 12 Required tons 17.5 17.5 17:5 17.5 17.5 17.5 17.5 17.5 3.7.5 17.5 17.5 17.5 17.5 Blair last in, 7 5 5 14 14 5 5 14 4 14 14 4 4 Formula tons 2 (safe load) Depth (ft.) 11 11 11 10 10.5 9.5 13 13 12 10.5 12 10.4 12 214 214 21 21 214 24 21 21 21 21 21 21 As a mutual protection to clients, the publi: 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. r■!. 0! s!,liettniq ibcurr.i1, cat blptrc. .vbbstim. • r, - 7! if ,; , • • . j „ ,.;110L(f.. , :f■iy1141.7 J V Cent' ".,C.LPIS*, !!1,1"! .2a-b•cr • ) ( • Lo if) L C: 4:.‘ 01-TE: :T • 1 • (", * ;pa k TS s '':- 71.1 T . .,;; ..., 6c T.: •; • ::. ., -, T 4 .--,'' J. 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REPORT - OF: PIIE DRIVING DETECTION ORDER NO. 1136.1 CLIENT: Janis - Mank Construction Corporation PROJECT: Proposed Residence, 1236 N1 E. 93rd Street, Miami Shores, Florida Record of Hammer Blows per foot of penetration Depth Foot Pile I# 20 19 18 21 22 23 24 25 27 26 17 16 15 14 1 1 1 1 1 1 2 1 0 1 1 1 1 0 0 2 4 2 1 4 9 5 2 1 4 6 4 2. 1 1 3 5 3 4 8 9 6 4 1 8 6 6 3 1 4 3 3 5 5 8 4 2 1 5 3 1 1 1 3 5 1 1 2 2 4 2 1 3 5 3 1 1 1 6 2 2 3 2 4 1 4 4 3 2 1 1 2 7 2 1 2 4 3 5 2 2 2 3 2 1 1 1 8 3 2 1 3 4 3 2 4 3 8 3 2 2 8 9 7 6 12 9 4 13 22 22 4 9 20 3 4 27 10 19 24 27 22 20 31 45 36 17 30 32 8 13 38 11 34 33 39 59 40 32 36 28 43 46 10 27 15 12 24 30 23 48 22 45 13 24 14 34 i5 34 Size, sq. ins.10 10 10 10 10 10 10 10 10 10 10 10 10 10 Length, ft. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Required tons 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 17.5 Blows last in. 5 5 5 6 5 5 5 6 5 5 5 4 6 5 Formula Tons (safe load) 24 24 24 27 24 24 24 27 24 24 24 21 27 24 Depth, ft. 11.5 11.5 11.4 11 11 10.8 10 10.5 12 11 11 14.7 12 10.3 As a mutual protection to clients, the publi: 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.