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HomeMy WebLinkAboutREVISION 10-13-14OFFICE USE. ONLY: I, DATE FILED: f N REVISION FEE:,�7C ZO St0 gtjerMj jtn¢ PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 TION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 10751 S Ocean Dr. Lot B-8 Jensen Beach, FL 34957 2. DETAILED DESCRIPTION OF REVISIONS: Stair Revision- Rise and Run has changed 3 4. 5. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 0 BUSINESS NAME: GM QUALIFIERS NAME: Gre ADDRESS: 313 SW Albany Ave. CITY: Stuart PHONE (DAYTIME): 772-781-8500 OWNER/BUILDER INFORMA NAME: ADDRESS: CITY: PHONE: LLC Morabito ARCHITECT/ENGINEER INFORMATION: ST. LUCIE CO REVIEWED F`" CO P REVIEWED BY DATE ��p_ PLANS AND ERMIT Mu-s ' E KEPT ON JOB OR ST. LUCIE COUNTY CERT. #: STATE: FL FAX: 772-781-8505 STATE: FAX: ZIP: 34994 ZIP: NAME: T. Stiles Peet ADDRESS: 2440 SE Federal Hwy Ste. U CITY: Stuart STATE: FL ZIP: 34994 PHONE (DAYTIME): 772-223-98831 FAX: 772-223-9502 Revised 07/22/2014 7 jor ---------------------------------- ------ ------------------ BROWNIE COMPANIES Helical Pile Installation LLC. I Observation Record R-O-J-E-C-T-N-A- -M-E ---------- T-HY- R-R-ING- -R-E-S-1-D-E-N-C-E -------- T ----------------- P-R-O-J-E-C-T-N- NUMBER PROJECT LOCATION 10751 S. OCEAN DR. B8, JENSEN BEACH, FL 34957 DATE OF INSTALLATION 9/12/14 PILE DESIGNATION 2 3 4 5 6 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A FINISH Mb .z 0 ION I- PLANNED NMIPILE w DEVIATI, 4 N/A.: z HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A 0 p 75 INCLINATION ANGLE 90 90 90 90 1 90 90 90 0 iL INCLINATION DEVIATION N/A N%A N/A N/A N/A N/A N/A REQUIRE16MINIMUM --N A N/A WA -.1A TOTAL INSTALLED WWz ..PROU - N D /A A o NIA )A ALENGTH 61 6' 61 61 61 61 6' Lj 2 NUMBER OF HELICES 3 3 3 3 3 3 3 0 O w HELIX DIAMETER 1011/12#1/14" 10'�/12'714" 10-712-714" 10"/12"/14" 10"/12"/14" 10"/12"114" 10"112-714" Z.-.� 0. ::LENGTHS. . ....... . 5J�' z N/A NA N/Al" uj F- duf&iF'�E�GTH.': 'NIA N/A::NIA ;';:"NIA N/A DEPTH(FT) 6 900 1 800 1000 900 700 1000 900 11 1000 j 1200 1100 1000 1000 1100 1200 w REFUSAL REFUSAL_ REFUSAL REFUSAL REFUSAL REFUSAL .. ...16 ......... ............ . .. .. ..... ........ . - ----------- - - - ---- - - I ---- - - -- -------- ------ .REFUSAL - ----- . ....... . . -- - - ------ --- ------- ------------------ -------- I ................ ... ............ .. . ........................ ... ............................ .......................................................... ............................ ............................ w ................ ... ............ I ............. ............ I ......... ........ I ..... . I .......................... ............................ ............................ ............................ OR ................................... ................................... ................................ ............................ ............................ ........... ............................. ............................. ................ ............................. ............................ ............................ ............................ ............................ ............................ ............................ I ............. .............. ........ I ................... ................. I .......... ............................ ............................ ...................... I ..... ............................ ............................ ............................ 0 < PS :.:.:'-'SOKIPS 5o kips 50 KIPS SO KIPS 50 KIPS I L FINALTOkCIUE -S 50 KIPS 56 kIPS .05 KIPS 60 kIps 50 KIPS 50 KIPS 50 KIPS Lu OTHER NIA N/A N/A VA N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A 0 REQUIRED a' M PENETRATION NIA N/A N/A NIA N/A,%kiimN/,A NIA MEASURED PENETRATION N/A N/A NIA N/A \L S Fw N/A PILE MANUFACTURER MAGNUM PIERING INSTALLATION CO RACTOR BRA'IEbQ. INSTALLATION EQUIPMENT PRO -DIG 12K HYDRAULIC DRIVE HEAD 12r= A0900 METHOD OF TORQUE MEASUREMENT PENGO IN -LINE PRESSURE RELIEF Ix FIELD REPRESENTATIVE Jamison Brownie REVIEWER A 4/ OR sole "&/0NN-\\\�0\ y r BROWNIE COMPANIES Helical Pile Installation LLC. Observation Record PROJECT NAME THYRRING RESIDENCE I PROJECT NUMBER PROJECT LOCATION 10751 S. OCEAN DR. BB, JENSEN BEACH, FL 34957 DATE OF INSTALLATION 9/12/14 1 PILE DESIGNATION 8 9 10 11 12 13 14 GRID LOCATION N/A N/A ! N/A N/A N/A N/A N/A HORIZONTAL ZO DEVIATION N/A N/A N/A N/A N/A N/A N/A N INCLINATION ANGLE 90 90 90 90 90 90 90 a. INCLINATION DEVIATION N/A N%A N/A N/A N/A N/A N/A REQUIRED•MINIMUM '•., Anri' .; „t. Allis::, Arrn,..r.,.. ,, ..: _=Avn Alrn .. .: ..% Al%A .. :. .;f -:,wl W ,., ::. , '• -_-;..IY//;11:';i', 's:,:;;l�l//`1? -.: ..:s.lY1J`1:..t.,�t .I `. :; jWrA } LENGTH 6' 161 6' 6' 6' 6' 6' NUMBER OF HELICES 3 3 3 3 3 3 3 Lu HELIX DIAMETER 10"/12"/14" 10'1112"/14" 10"/12"/14" 10"/12"/14" 10"/12"/14" 10"/12"/14" 10"112"/14" LENGTHS DEPTH FT I 6 700 1 800 900 900 800 900 1000 11 - 1100 1 1300 1200 V 1100 1200 1100 1300 W....................- 16 REFUSAL REFUSAL _ REFUSAL REFUSAL REFUSAL REFUSAL REFUSAL _..._..--- . - .. - - _ .... ----- ------ .................. ... - - -- - - ... ------------------ -- _ - ---------.-----.. ------------------- I _._......--. ---------------- -- - - - ------------ -------- -.... _......... W ...................................................... ...... ....................................... ................... ............................ ............................ a.................................. ............................:............................ .................................................................................................. ....................................... Z - F ¢ REQUIREDTORQUE- '" : -;� 5D KIPS z FiNALTORQUE 50 KIPS y OTI�ER, , NIA' PLANNED TYPE N/A REQUIRED O j PENETRATION N/A w MEASURED PENETRATION N/A PILE MANUFACTURER MAGNUM PIERING INSTALLATION EQUIPMENT I METHOD OF TORQUE MEASUREMENT I FIELD REPRESENTATIVE Jamison Brownie N/A N/A N/A fi0 KIPS.: , > 6D.KIPS.: : 50 KIPS' 50:KIP8 .. 50 KIPS i. >. 50 KIPS [i 50 KIPS ;NIA.. ` ' : MA". . N/A N/A N/A N/A N/A N/A N/A N/A N/A �\ \ �" s NI INSTALLATION CONTRACTOIZ- BROWNAE CO 4D •� REVIEWER 1 40RIDPG�C\ti���� (� i ©NA //sal 1'cN\\\\� 4w ^_ —' ------___'------Helical Pile Installation BROWNIE COMPANIES LLC. Observation Record PROJECT LOCATIdN_ 10751 S. OCEAN DR. B8, JENSEN, BEACH, FL 34957 -DATE OF INSTALLATION 9112/14 — Ol HORIZONTAL i7 INCLINATION ANGLE CL INCLINATION NUMBER OF HELICES HELIX DIAMETER ff MNI" NA w 16 REFUSAL REFUSAL REFUSAL REFUSAL REFUSAL REFUSAL REFUSAL- 50 THE ME REQUIRED op co (D MEASURED N/A N/A N/A N/A N/A PENETRATION ' ' "I -o PILE MANUFACTURER MAGNUM PIERING INSTALLATION CO&ACT,6R ' ':�' INSTALLATION EQUIPMENT PRO HYDRAULIC DRIVE HEAD METHOD OF TORQUE MEASUREMENT PENGO IN -LINE PRESSURE RELIEF FIELD REPRESENTATIVE Jamison Brownie REVIEWER ' ' NAL BROWNIE COMPANIESHelical Pile installation LLC. J Observation Record PROJECT NAME THYRRING RESIDENCE PROJECT NUMBER PROJECT LOCATION 10751 S. OCEAN DR. B8, JENSEN BEACH, FL 34957 DATE OF INSTALLATION 9/12/14 I PILE DESIGNATION 22 I GRID LOCATION N/A N/A I N/A N/A N/A N/A N/A FINISH FLOOR q W;, ,;,,��„�„��„�� NIA.,:.. ' ;NIA':. . N/A... zz HORIZONTAL N/A N/A N/A N/A N/A N/A N/A H V5 INCLINATION ANGLE 90 90, 90 90 90 90 90 Dev�TION N/A N/A NIA N/A N/A N/A N/A REQUIRED MINIMUM N/A N/ NIA r rT TOTALINSTALLED Z , J jABOVE GROUND N/A;N/A ... N/A N/A , r o: LENGTH 6' 6' 6' 6' 6' 6' 6' g NUMBER OF HELICES "0 3 3 3 3 3 3 3 Lu HELIX DIAMETER 10"/12"/14" 10"/12"/14" 10"/12"/14" 10"/12"/14" 10"/12"/14" 10"/12"/14" 10"/12"714" r t l O.. .... ..: . ... .. ': '. .. S z HELICES NIA NIA N/A �` NIA NIA N%A NIA cuT bit LENGTH N%A N/A .. N!A . }'. ...:N/A :NlA N/A . I..: ` , ,.:NIA ...,; 6 900 11 1100 ~� w 16 REFUSAL _ �— A — - - --•---------•---------- ---------•- — - - — —----------- -----•---------- ------ — - - ---- —------------ - -------- --...._.................•-•------- ........................ . ....................................................................................................... w ............................. 0 . ............................................................. ....................................................................................................................................................................................................................................... ...... ................... ... I ............................ .......... .................. ............................ ............................ ..... ............................ g' REQUIREDTOROUE: '::; 50 KIPS 50 KIPS 5D KIPS 5D KIPS 50 KIPS 50 KIPS 60 KIPS FINAL TORQUE :.. M 50 KIPS 5D KIPS 50 KIPS j ' SD KIPS 50 KIPS 50 KIPS 50 KIPS v;... oTHEg N!A .:N/A NIA '..NIA N/A NIA ,... ,. PLANNED TYPE N/A N/A N/A N/A N/A N/A PENETURATION N/A N/A N/A N/A N/A ,,N11/A ��N //�; N/A MEASURED PENETRATION NIA N/A N/A N/A N/ ��� C'.- -FTC PILE MANUFACTURER MAGNUM PIERING: INSTALLATION CONTRACTI ; �BR I ��1(} ,; INSTALLATION EQUIPMENT PRO -DIG 12K HYDRAULIC DRIVE HEAD METHOD OF TORQUE MEASUREMENT PENGO IN -LINE PRESSURE RELIEF FIELDREPRESENTATIVE Jamison Brownie REVIEWER TATE OF CC i ORIOP:•G������ ���/�j�SS/ONA�-�C����\ �• 1 tlrl�ill FF-01-O" I'-2" 1. 1'-2" ,. 1'-2" 4" SLAB ON GRADE W/ (1) LAYER 6X6 19fo WINF PROVIDE GOLD -TAR -EPDXY _l�/ - WATERPROOFING EA6AINST GMU BELOW STAIR 4 SIDEWALK (04 LON61T. T.O. GMU? M-6 SLOPE I" & EXP. JOINT J #3 TRANSVERSE 12" o% #5 X ® 4811 o%, MAX., SEE PLAN FOR SPA. 1 1-2" NP' )'2" EXP. JOINT -63/a'AFF SLOPE I" B.O. LINTEL m OPEN TO GARAGE ACCESS BYND #5 1N %0(0 X 4" DP EPDXY FILLED DRILLED HOLES IN GMU 4" GONG. SLAB ON GRADE 6" % TdG PLYWOOD 1211 PARALLEL CHORD TRUSSES 16" 0/6, P.T. R-14 IGYNENE FOAM INSUL. 2X8 P.T. PLATE 8" GMU STEM WALL tr1 GROUTED SOLID W/ #5 VERT., SEE PLAN FOR SPA., TYP. GRADE O'- m 12" X 18" CONG. GRADE BEAM w/ (3) #5 REBAR ''..:> ' • • :: ,• TOP 3 BOTT., #3 STIRRUPS, 3" GLR. ALL SPA. I' " HELICAL PILE, 30T WORKING CAPACITY, SEE PLAN FOR LOG., 6ALV. OR COATED, TYP. den Ff, L r4-0 8 REV. SECTION 5-1 SCALE: )�"=1'-O" GROUT GMU pI I 1 / / PROVID) '� i A4 HORIZ. REINF ® 16" o/G PF� 00 = THYRRING RESIDENCE 10751 S. OCEAN DR. B8 JENSEN BEACH FLORIDA �sS ��RroA . ,•a \� ON E'•,� V _J �. w Z W ch w N m Z Q ¢ Z M fh CP LU ❑ LL R N U� :D (A a inn —��'—O- -� o- U) U cc > o v Project # 14-041 Sheet: 8/S-1