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Plans (42) t5ritfo . K,....s�J -L vvuta.,-p?,eki 4tzt /\ t53%C. Sul lift, AIX. Pot-Noway o a17a�-L4 / S0P"r02-1 4'. W 2,50 y 75- 0 = I 1c4c.5 e,11,i1 1�"tr 6G04`IOv'• NI ,k57-,/,_ 6. Isr3fs'su 'Ik./ f ' y =w e ® 0 --I fIL 0 v,e o 000 5 dfinie IN f OFFICE COPY up z > 1 , 1 1____ Q up , L11 N > >- W < N. � - IF) O FOUNDATION SUPPORTWORKS / iki 1 CS HP288 HELICAL PIER JUN 1 4 2017 Q 0 z () ZQ PER 1&2/S4 CITY OF I�t FiHE.� 1 0 o TYPICAL 8 LOC'NS @ 6'-0"O.C. BlJlE��?1lVa � � I� < r 21E7 r 2 O 1 z c) cl_ ) - - - - - - 0 LL I O EXISTING SINGLE-STORY 0 RESIDENCE CITY OPTIGARD REVIEWED FOR CODE COMPLIANCE • AREA OF WORK 30 � Approved: NU I OTC: 1 I I ® Permit#: yr S-1-0-.0 11- O 4) 3O Address: s3 S v,t 7 q 411 4V 0 © 07 0 Suite#: 1... . NOTES: By: -� Date: ‘-J 4- J-7 ' ' 1. ALL PIERS SHALL BE INSTALLED TO A MINIMUM DEPTH " OF 8'-0" BELOW GRADE. DIMENSIONING NOTATION 2. CIRCLE W/# REPRESENTS LOCATION OF FOUNDATION 'TAKES PRIORITY OVER SUPPORTWORKS HP288 HELICAL PIER-LOCATIONS SCALE. DO NOT SCALE SHOWN ON PLAN ARE APPROXIMATE AND SHALL BE DRAWINGS. LIMITED BY THE MAXIMUM SPACING SHOWN IN THE REVISIONS: TABLE BELOW AS WELL AS THE REQUIREMENTS OF PENGO RS-7 PENGO RS-7 MINIMUM MAXIMUM THE PROJECT PLANS AND CALCULATIONS. PILE TYPE HELIX PLATE SLEEVE MAX MIN. INSTALL MAX. INSTALL INSTALLATION INSTALLATION MORTIER ENGINEERING P.C. 3. DIMENSIONS PROVIDED ARE BASED ON TERRAFIRMA CONFIGURATION LENGTH LOAD144 E. 14th AVENUE FIELD PERSONNEL OBSERVATIONS-TO BE VERIFIED PRESSURE PRESSURE TORQUE TORQUE EUGENE, OREGON 97401 4. UNDERFLOOR FRAMING CONFIGURATION AND PHONE: 541-484-9080 ORIENTATION TO BE VERIFIED HELICAL PILE 10-12 48" 5750 LB 700 PSI 2300 PSI 2100 LB-FT 7500 LB-FT FAX: 541-484-6859 5. EXISTING CONCRETE FOOTING AND STEM WALL DATE:6/7/2017 BY: BS (USEABLE)CROSS SECTION MUST BE A MINIMUM OF 6"X30". NOTIFY ENGINEER PRIOR TO PIER WORK ORDER NO. INSTALLATION IF EXISTING FOUNDATION DOES NOT 21165 MEET OR EXCEED THE MINIMUM REQUIREMENTS. 6. CALCULATIONS USED IN PIER ANALYSIS AND DESIGN i EXISTING FOUNDATION/FRAMING PLAN W/ NEW PIERS SHEET 1 OF CONSIDER THE MOST EXTREME LOADING i Scale: 1/8" = 1'-0" CONFIGURATION TO BE APPLIED TO ALL PIERS1 LOCATIONS. 3 i Page 8 DWG NOTE: 1) DRAWING REPRODUCED W/PERMISSION FROM FOUNDATION SUPPORTWORKS INC. Up NOTCH FOOTING FLUSH W/STEM WALL NOTES: III NOTES: 1. MINIMUM MATERIAL REQUIREMENTS: CAP PLATE SHAFTS-Fy=60 ksi,Fu=70 ksi Q W W N FS288C COUPLERS-Fy70 ksi,Fu=80 ksi C 1. MINIMUM MATERIAL REQUIREMENTS: (FS288C) = > N V HELIX PLATES-ASTM A572 Gr.50 > >- Z. BRACKET WELDMENT-ASTM A36 BRACKET HARDWARE mom .. SHAFT COUPLING HARDWARE-(2)-0 3/a° W < EXTERNAL SLEEVE -Fy=50 ksi,Fu=62 ksi SEE NOTES 11 EXISTING GRADE 8 BOLTS WITH NUTS up O _ CAP PLATE-ASTM A572 GRADE 50 rr - F 0 BRACKET , STRUCTURE; C/) BRACKET HARDWARE- (FS288BL) m , 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 (2)-03/4"x 16"LONG GRADE B7-Fu=125 ksi %\\ TEMPORARY \\j 02.875 O.D.x 0.276 WALL LATEST ISSUE WITH E70-XX MIN ELECTRODE. < 0 CC z / EXCAVATION gr /\ ' • BLANK EXTENSIONS 3. HELIX PLATES HAVE A NOMINAL 3"PITCH WITH Q ALL-THREAD ROD WITH NUTS \\\\ \\ [• (NO HELIX PLATES) I21- 0LoJ(HWTR-S210-Z-075-16&HWH8N-Z-075) / // // / LEADING AND TRAILING EDGES BEING NO MORE THAN/4" CO I- / \ \ \ �'V /\/\ OUT OF PARALLEL. M CC OPTIONAL BRACKET HARDWARE- j \ \\/\\ / I I I n E 0 EXTENSION LENGHTS (2)-03/4"x 16"LONG AISI 1045-Fu=120 ksi / \ \ \ \/\ N SHAFT LENGTH PART NO. SHAFT OVERALL 4. LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER CO CONTOUR(COIL)THREAD ROD WITH NUTS \ \\ \ \ \ [SEE TABLE] HP288E2 18.00 23.00 PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE (HWCR-S250-Z-075-16&HWCN-Z-075) / / / / / WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE HP288E3 30.00 35.00 \\ \ \ \ \\ \ \\ \ HP288E4 42.00 47.00 PART NUMBER TO DESIGNATE PART AS HOT-DIP 0 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 /\ // /\//\ / / HP288E5 54.00 59.00 GALVANIZED. LATEST ISSUE WITH E70-XX MIN ELECTRODE. /\ \ \/\ \ Q \ \ HP288E7 78.00 83.00 / \ U \\ \\ HP288E0 114.00 119.00 5. SHAFT COUPLING HARDWARE IS PROVIDED AS / / / OVERALL ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633. 3.EITHERCKETS,CAPS,AND SLEEVES ARE PLAIN STEEL OR HOT-DIP GALVANIZED IN // AS j\j48\EXTERNAL/\\\ i \/\\\/\\< LENGTHI ACCORDANCE WITH ASTM A123.A"-G"IS ADDED TO THE I // // / [SEE TABLE] 6. THE SAME HELIX PLATE CONFIGURATION WITH END OF THE PART NUMBER TO DESIGNATE PART AS /\ SLEEVE\\'. \ \\/\\/\\ LONGER OR SHORTER SHAFT LENGTHS MAY BE HOT-DIP GALVANIZED. /\/ (FS288ES48)/\ // / // / POSSIBLE WITH OTHER COMMONLY STOCKED OR /\/ ////\/\ \/\/\/N COUPLER CUSTOM FABRICATED PARTS BASED ON THE PROJECT 4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC /\ \/ / SPECIFIC REQUIREMENTS. PLATED IN ACCORDANCE WITH ASTM B633. /\ \ \//\//\\ \ \ \ N i\/ / //\//\/ // // // / \ \ \ �\ \ \ \\j LEAD SECTION 02.875 O.D.x 0.276 WALL 6.7500 f HP288 �I� (HP288L7H02-3850) PIER SHAFT ,,11il ■� � � MI03.50 O.D.x 0.281 �� ��_�_ OVERALL LENGTH WALLx6.00LONG DIMENSIONING NOTATION 4.0000 8.0000 2 x 00.84 THRU • I 1 [84.0000] TAKES PRIORITY OVER - 6.0000 ` 2.00 SCALE. DO NOT SCALE LIFT • DRAWINGS. 2x04"BOLTS gr 0.38x012.00 WITH NUTSREVISIONS: �, _ I'll8.1914HELIX PLATE 1.50 I1.50 (HWS8B-Z-075 425&HWSJ5N-Z-075)'•'I I'■' I` 30.0000 MORTIER ENGINEERING P.C. •• 14.004 2.00 2 x 00.84 THRU E44 EN E4thAVEO N E 97401 7401 'i ASSEMBLY DETAIL COUPLE PHONE: 541-484-9080 FAX: 541-484-6859 0.38 x 010.00 4.0000 DATE: 6/7/2017 BY: BS HELIX PLATE 45°MITER WORK ORDER NO. 21165 0 HP288 PIER DETAILS SHEET 10-12 HELIX CONFIGURATION 2 OF Scale: 1" = 1'-0" 2 Scale: 1/2" = 1'-0" S 2 3 i Page 9 ' DWG NOTE: 1) DRAWING REPRODUCED W/PERMISSION FROM FOUNDATION SUPPORTWORKS INC. Up III Q (i) w � oN > >- ZQ � 12( (f) 0icc NOTE: W cn O 1) CONTRACTOR TO CONSULT ENGINEER PRIOR TO PIER INSTALLATION IF V BUILDING CONFIGURATION AND/OR CONSTRUCTION REQUIRES PLACEMENT OF A PIER BELOW AN OPENING < O Z Z I— O Lf) J IY < 1~- co c I1 I n CC Lf) 11 ) NO PIER PLACEMENT ZONE _ 0 @ HATCHED REGIONS 'ill I I t 1 11 rr,r- 0 A e ,:: nor . . . . . ,,, . , . . . . . . R€9111111 6��f _ 1m �_f E11_ --fi .; DIMENSIONING NOTATION '! '! '! '! '! '! TAKES PRIORITY OVER �� ii �� �� �� �� SCALE. DO NOT SCALE DRAWINGS. 0 REVISIONS: MORTIER ENGINEERING P.C. 144 E. 14th AVENUE EUGENE, OREGON 97401 0 PHONE: 541-484-9080 FAX: 541-484-6859 111 DATE: 6/7/2017 BY: BS WORK ORDER NO. silimk, 21165 1 PIER PLACEMENT DETAILS SHEET Scale: 1/4" = 1'-0" 3 OF 411114.** S3 :ip. 3 t , Page 10