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Plans (2) A 1ST20,20- oO225" /035z? Sri 7/ sr ,z/E 100't STAMP PROJECT ADDRESS: / / 10349 SW 71ST AVENUE • ���FO PROF£ss „GDFS OREGON OFFICE COPY g8��t, W•� ��GIN££� ��� PROJECT OFSCRIPIION SOUTHWEST MAPLELEAF STREET ' !EC E l C ,,�D 4 7 4g 40 P.4 PUSH PIERS/HELICAL ANCHORS ARE TO BE VOLUNTARILY --AI p INSTALLED TO PREVENT FURTHER SUBSIDENCE OF THE \ - - �E EXISTING BLDG. TIE-BACKS ARE NOT REQUIRED. BACKFlLL I ALI ISF1NQff' y y.� ✓, E b PILE INSTALLATIONS ARE SUBGRADE& DO NOT AFFECT THE PROPERTY LINE J(�L 2 t ZO2O (E) GRADE y9 ! 13iLt 00��`REXTERIOR APPEARANCE OF THE STRUCTURE CITY OF TIGARD II=II=11 x E �gNIEL ��pESIGN CRITERIA BUILDING DIVISJ 'r ' :II.II11.1171.11EXPIRES: O3D/22 CODES V J I 25't �.11.=.IL=1 M v 2018 INTERNATIONAL BUILDING CODE 10349 SW 71ST AVE 2019 OREGON STRUCTURAL SPECIALTY CODE I TIGARD, OREGON ASCE 7-10 4, DESIGN LOADS: ROOF DEAD LOAD: 15 PSF * 11.11.11.=II�. .4 eNa ROOF SNOW LOAD: 25 PSF g 11=11= rii FOOTING BEYOND FLOOR DEAD LOAD:AD: 150 PSF 11=Ii`Ili. .. : ' �FLOOR LIVE LOAD: 40 PSF 6i I. STARK WIND LOAD: NOT APPLICABLEIIII II O =riL JNCIATIciN�z SOILS: I STANDARD BRACKET CHIP OUT POCKET IN E FOOTING ALLOWABLE SOIL BEARING: 1500 PSF FLUSH YiI1H FDN WALL POCKET ALLOWABLE SOIL PASSIVE 100 PSF/FT (SUPPORIIVORKS P/N FSS288BL) W DTH TO MATCH BRACKET WIDTH 4001 NE MAIN STREET I I SURE 305 3 1 2'0 X 48" GUIDE SI FFVEVANCOUVER,WA 66663 / P:360.566.7343 (SUPPORTWORKS P/N FSS288ES48) GENERAL I ALL DETAIL CUTS SHALL BE CONSIDERED TYPICAL AT LIKE NOTE: PUSH PIER EMBEDMENT SHALL c l u Nr. BE 8'-O- MIN INSTALLED TO ACHIEVE TERRAFIRMA CONDITIONS. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, 2 7/8.0 EXTENSIONS 2X DESIGN LOAD NOTED ON THE DETAILS, NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENT \ - - - - (SUPPORTWORKS P/N PP288)SHALL GOVERN, FOUNDATION PLAN. FOUNDATION SYSTEMS 13110 SW WALL ST ESTABLISH AND VERIFY ALL GEOMETRY FOR ARCHITECTURAL 3 1/2�0 FRICTION RE 2 7/re STARTER (P/N PP288) W/REDUCTION TO CONSTRUCTION. 1 PORTLAND,OR MECHANICAL ELECTRICAL, AND PLUMBING CONCERNS PRIOR O SITE PLAN ED COLLAR - FRt)JFC T. ,� THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCNRAL STABILITY OF ALL NEW AND EXISTING STRUCTURES O 2 7 8"D PUSH PIER DETAIL W W DURING CONSTRUCTION. THIS INCLUDES EXCAVATIONS, COLUMNS, 3 rwe U EQUIPMENT LOADS, MATERIAL LOADS, AND OTHERS. OBSERVATIONS p _ BY THE RY ENGINEER- OF-RECORDAN DOIT NOT INCLUDE INSPECTIONS OF SPECIAL INSPECTION i1 �� TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. r HELICAL AND DRIVEN PILES: StAf® Of ol6!AIt $,jr1lCtUla�` e 'a .r ALL PILES, HELICAL BLADES, FOUNDATION BRACKETS, t 7 D HARDWARE, ETC., SHALL BE MANUFACTURED BY SUPPORTWORKS, INC., AND DOCUMENTED IN LIES EVAULUATION REPORT 289. DRIVEN ❑ Con ere te and Reinforcing 3tee1 W O cA & HELICAL PILES ARE TO BE INSTALLED BY • a r Q SUPPORIW'ORKS-CERTIFIED INSTALLERS. W 3 C ® Botts installed in Concre a — CONCRETE ANCHORS: CONCRETE ANCHORS (IF REQ'D) SHALL BE SIMPSON OR EQUAL ] Special Pstoment-Resisting Goncr E� (SPECIAL INSPECTION REQUIRED) a ldons SPFCIAI INS & c' NOTE: SEE FLOOR LEVEL ❑ Rp nf®rcing Steel &pre$taessing e c SPECIAL INSPECTIONS OF PILE INSTALLATIONS SHALL BE SURVEY FOR PLAN DIMENSIONS CONTINUOUS & PERFORMED ACCORDING TO LIES ER 289, SECTION ❑ Structural Welding 3.4. INSPECTION SCHEDULE SHALL CONSIST OF VERIFYING AND LEGEND Bolting DOCUMENTING PILE AND BRACKET NUMBERS ON SITE, FOLLOWED BY INDICATES PUSH PIER & 0 High-Strengthg OBSERVATION OF THE FIRST INSTALLATION'S LOCATION, EMBEDMENT 10K UNFACTORED DESIGN LOAD UNISONS DEPTH, AND FINAL INSTALLATION TORQUE VALUE, CORRELATED TO (KIPS). SEE OR 3. ❑ Structural Masonry THE REQUIRED DESIGN LOAD. ON-SITE LOG BOOK FOR REMAINING INSTALLATIONS WILL BE VERIFIED. A FINAL INSPECTION OF THE Concrete INSTALLED REMAINING PILES AND LOG BOOK DATA WILL BE © Reinforced Gypsum DOCUMENTED IN A BRIEF LETTER SUBMITTED TO THE BUILDING DRAWING T1TLL 6K 6K AUTHORITY. 0 Insulating Concrete RI ❑ Spray Applied Fire-Resi�ive M .a'LAN T Pilings, Drilled Piers and Caissons SCALE ❑ Shotcrete SEE PLAN D Special Grading,ExcaVl and c►Iling 0 Smoke-Control Systems 07/16/20 O5r1FFTlvc 2 FOUNDATION REPAIR PLAN p Other Inspections