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1644 W PARK TER -FOUNDATION MATERIAL LOAD CAPACITY n F 4021 Commercial Bracket 80 kips ultimate _ 2 7/8°' Push Pier 70 kips ultimate D-1 THRU D-5 2-7/8'°� DRIVEN PILE /� An &ASS6CIAT U) ES STANDARD FOUNDATION BRACKET MARTINEZ 4061 Fold-Up Slab Bracket 20 kips s ca acit STRUCTURAL ENGINEERS,P.A. -SINGLESTORY PHONE 8438391623 +LApp y F� 8432391623 -SV 1107 MAIN sTREE�.31 MYRTLE©EACH.SC c -WOOD SIDING 4065 Beam Bracket 10 kips -RESIDENTIAL STRUCTURE 4550 2.375 2 3/8"Wall Tie-Back 42 kips capacity Ld HEN1644 PARK E RACE 2 3/8"Helical Piers 3000 ft-lbs max torque z U 1644 PARK TERRACE WEST q w z N ATLANTIC BEACH, FL. 32233MMJACW n 30 kips max capacity U a 20'-0" 16`-0" 5'-0" ' " U) -_- - 26-0 12 kips normal use Ld Ie 42 kips tension w Q WOOD 2 7/8" Helical Piers 5500 ft-lbs max torque x � 5'-0" 3°-0 4'-0' U 10 80 kips max capacity d D- D- Q = ®. 30 kips normal use 0 64 kips tension D_ 2 0 SUN ROOM GARAGE o THE INSTALLATION AND DESIGN METHOD UTILIZED TO $I o D_1 IMPLEMENT THESE PIERS ARE IN ACCORDANCE WITH `� t €`/C 'VA THE 2010 FLORIDA BUILDING CODE SECTION 107.1 - '�`'� NO. AND SECTION 107.3.5. 61133 PIER PLACEMENT DIMENSIONS MAY BE ADJUSTED In UP TO 207 ` r . FURTHER PIER IMPLEMENTATION MAY BE REQUIRED. rr¢ tttetei ��° INSTALLATION OF PIERS WILL BE INITIATED AS A JOB NUMBER: PRECAUTIONARY MEASURE TO CORRECT SETTLEMENT 15-250 OF THE EXISTING FOUNDATION. OWNER o DRAWN BY: vff IRS.MARTINEZ <s pp� (yl CHECKED BYN Py : S.MARTINEZ I REVISION-DATE: FILE ES� n COVERED PORCH DRAWING DESCRIPTION: PIER PLACEMENT PLAN W FIEMEWW FOR CODIS COMPUMCE E DRAWING SCALE: Ix Ix CITY OF ATLANTIC DEACIIII (, CURRENTUHAWINGISSUE:24'-0" 23'-0' 22'-0SEE PERM�$FOR AD � ,A CONSTRUCTION SET S1 -' 0� 7A6/ I� ifa MARCH 74,2015 RAM JACK DRIVEN PILE LOAD CONVERSION SHEET (Hydraulic Pressure vs. Load) MARTINEZ&ASSOCIATES STRUCTURAL ENGINEERS,P.A. PHONE 843 839 1620 FAX 843 839 1623 1107 MAIN STREET.— MYRTLEBEACH,SC z F-2 I/d.. 13 TOP VIEW *PSI Load (Ibs) *Working Area X PSI = Load (lbs.) *PSI Load (Ibs) Q FZAI 500 8,130 500 10,160 w z 10 1000 16,260 **Maxi um working pressure is 1000 20,320 - U 1500 24 -0+ 4000 P I. Cylinder bursting pressure ,390 is 5000 SI, 1500 30,480 z 2000 32,520 2000 40,640 FRONT VIEW o a a = 2500 40,650 *** Wh n retracting cylinders you 2500 50,800 � must subtract the rod area from 3000 48,780 the bore area to find the working 3000 60,960 P 3500 56,910 area. 3500 71 ,120 + SIDE VIEW �,`tH 4000 65,040 4000 81 ,280 I I �' Ia.`" � '- '` - > 61133 STpCc F rr JOB NUMBER: 15-250 OWNER tb F^ DRAWN BY: S.MARTINEZ 41 Tl Po CHECKED BY: S.MARTINEZ INSTALLATION REVISION-DATE: 2 7/8" DIA. PILE w ¢, DRAWING DESCRIPTION: 2 7/8�� DIA.-,\ PRODUCT SPECS Ix W STARTER DRAWING SCALE: had Cd "e CHf2RENT DRA`NING ISSUE: CONSTRUCTION SET BOLTING OF BRACKETS IS NOT REQUIRED S2 , 0 MARCH 14,2015