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HomeMy WebLinkAboutSITE PLANPASO ROBLES BLVD. APPROXIMATE LOCATION OF (7) PUSH PIERS AT 44 /— 6' QC SCOPE OF WOR INSTALL (7) PUSH PIERS CONCEALED FASTENE ARE THE RESPOI CONTRACT THESE PLANS AND ALI ARE SUBJECT TO ANY REQUIRED BY FIELD IN MAY BE NECESSARY IN COMPLY WITH ALI. API This project is for remediation of foundation settlement. The remediation shall arrest further settlement only and provide additional support. No additional loads are being applied to the structure. To the best of my knowledge, belief, and professional judgment, the plans and, specifications meet the requirements of applicable codes including FBC 5th Ed. (2014). MW ENGINEERING INC. CA # 30702 MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 Phone: 954-617-8143 oto U m Z N7 UJ (n 0 J -J w O L U z ¢ w_ w °- o_ (nn o_ o Q] � r ,(A7 45 3 ST. LUCIE' COU-_ BUILDENG DIVISION SITE PLAN REVIEWED FOR ,T A N SCALE 1 / 16" 1$ REVIF vlf'ED BY a DATE Revisions: PL&NS IiND PERMIT;IUST BE IaPT 011 JOB nnaaaaa OR 1!'O I!`SPECTIO`rT WILL BE MADE. oo�oo°p0a°0�M oo� 00 ° o , ® °° o 0�g ° yk o ° o 0 q p ° nnnnnn ° O p SITE -PLAN O a���cs �1 j�tS� �°G°� ®°oa°'8' �pr� Cadd File Number. . 0 0oou � (Ono�Scale: AS -NOTED *60000D���� �� proect Mgr. Mw Project No: Pn't�si9-: MW NOTED ° awn: JA Mark E. Weber Checked: DB Sheet No: Ir PE# 53895 Date: 11-20-17 1 STANDARD GALVANIZED FOUNDATION SUPPORT WORKS REiROFtT FONDATION BRACKET ol GALVANIZED COATED NO 3' x 0.1s3�-r(ALt. \\ \ FOUNDATION SUPPORT WORKS PUSH PIER FS2888 / \ PIER TUBE AS SPECIFIED \ \ . �..rw:'..... ._�}•..� r: ::I ol i\\/\\/\\/\\/\\/\�/\\/\\/\ loo PUSH PIER DTL. MW ENGINEERING INC. PUSH. PIER NOTES: CA # 30702 • INSTALL (7) NEW STANDARD GALVANIZED FOUNDATION SUPPORT WORKS PUSH PIERS AND MARK E. WEBER, P.E. LOW PROFILE BRACKETS. EXACT INSTALLATION LOCATIONS TO BE SELECTED BY CONTRACTOR. LICENSE #53895 MAXIMUM NOMINAL SPACING OF 7 FEET. 6810 North State Road 7, Coconut Creek, FL 33073 • FOUNDATION SUPPORT WORKS NC M. 3"AAIZED PUSH PIERS TO BE GALVANIZED AND ATTACHED Phone: 954-617-8143 TO THE EXISTING FOUNDATION WIT FOUNDATION SUPPORT WORKS FOUNDATION BRACKETS. • LOW PROFILE BRACKETS TO BE FRICTION SEATED TO THE BOTTOM AND SIDE OF THE FOUNDATION ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALL PIERS TO BE INSTALLED BY AN APPROVED FOUNDATION SUPPORT WORKS INSTALLER. • PUSH PIERS TO BE INSTALLED TO A MINIMUM DEPTH OF 25 FEEDEVED. REFUSAL, 10 TON CAPACITY (15 TON ULTIMATE), OR UNTIL FOUNDATION IS A NOTIFY ENGINEER IF CONDITIONS ARE NOT MET. • THESE PLANS ARE FOR PERMITTING PURPOSES ONLY FOR PARTIAL REMEDIATION OF FOUNDATION SETTLEMENT. A FULL ANALYSIS OF THE STRUCTURE HAS NOT BEEN COMPLETED BY THE ENGINEER AND IS BEYOND THE SCOPE OF SERVICES. THESE PLANS DO NOT INDICATE THAT MW ENGINEERING, INC., APPROVED OR RECOMMEDED THE LIMITED SCOPE OF REMEDIATION. THESE REPAIRS WILL HOWEVER IMPROVE THE INTEGRITY OF THE EXISTING FOUNDATION. • ALL PIERS LOCATED AT PERIMETER OF FOUNDATION. INTERIOR LOAD BEARING WALLS NOT DESIGNED TO RESIST FUTURE SETTLEMENT. PIER'LOCATION DESIGNATED BY N-SQUARE INC. • SOIL INFORMATION BASED ON GEOTECHNICAL REPORT PERFORMED BY FEDERATED ENGINEERING AND TESTING, DATED NOVEMBER 16, 2017. 0 Ld U M M z to w O J J (n oo L- w O M LLf QU ZW wa U)ao �0 LL. O1O ��Oda00000f0gpppppo OO� O�pP Revisions: 2 27 17 CITY COMMENTS DQO�q 0o ��,Uv° mo ° ° tO 0 CIO 5`���� ° -�3 p d 0 0 0 Q ®� o dy o oho rp\ o0 O e e v- b o ® ° �00 0 °�PL ®m ®�°° - DTLS 0a� .o ,..p �O Cadd File Number. . ©�®lam oao o�4 SA lky Proje t Mg .• Project No: Design: MW 1 Mark E. Weber Drawn: JA ecked: DB Sheet No: PE# 53895 Date:. 2