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Home My WebLink AboutBLD2025-00757 - BLD CD Environmental Health Review - 9/10/2026 WILLIAMS AR-c-k I Tug- 601 W. RAILROAD AVE P.O. BOX 102 SHELTON, WA 98584 PH: (360) 426-0511 PROJECT NUMBER 202402-1 PROJECT TITLE EH Setbacks EH APPROVED A.) Drainfield/Reserve requires 10' setback from footing/foundations Rhonda Thompson 09/10/2026 ± 64' B.) Septic tank(s) requires 5' setback from all footing/foundations C.) No foundation/Perimeter Drains within 30ft, downgradient of Drainfield/Reserve area D.) No Cut Bank(s) (greater than 5ft and over 45 degrees) within 50ft, down gradient of Drainfield/Reserve area Z E.) Use approved mitigation from section C1 -9 of the department of ecology's "Criteria For Sewage Works Design," when sewer / 0 L6 transport lines are within 1 Oft of water supply lines. BENSON LAKE / / � Z az ± 335' YJ W Ill i APPROXIMATE OHWM '4ppROx• 4097 REGISTERED TO CLOS,ESTR� C K FOOTfNCz / ARCHITECT EXISTING CONCRETE WALL. TO REMAIN O CHANGE 5 FDROP05ED / EXISTING RESIDENCE LEONARD A. WILLIAMR. STATE OF WASHINGTON J REVISIONS NEW FOOTING 4 UNDER DECK POST LOCATIONS TYP. - SEE PLAN -3-2 �O \ \ ± 340' �� / / EXISTING CONCRETE WALL BELOW DECK TO REMAIN / \' '. SHEET CONTENTS GLENDON RESERVE AREA / / 0G� SITE FLAN APPROXIMATE EXISTING SEPTIC TANK AND PUMP /� / / AppROG ANK D 5EPT 5F_ // / ��csct`,p'Po pEGK�OfING DATE / �``s�, 9- NEW DECK TO BE REPLACED WITHIN EXISTING FOOTPRINT 1118-25 .00^rps DRAWN BY PARCEL NO.: 221ø3- 2-ø0ø03 N.S. SITE ADDRESS: 1210 E. BENSON LAKE RD. CHECKED BY C RAFE V I EW, WA 9854(o L.A.W. + 60' SHEET NUMBER Fps APPROXIMATE EXISTING DR4INFIELD SITE PLAN A O.O F� SCALE: 1" = 20'-0" OF 4 NORTH REPRODUCTION OR RE-USE OF THESE DRAWINGS WITHOUT WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED. i I LLIAMS At2C.}t 1 YU12 . 601 W. RAILROAD AVE P.O. BOX 102 SHELTON, WA 98584 PH: (360) 426-0511 PROJECT NUMBER 202402-1 '-11" PROJECT TITLE II z TO LAKE NJW I ii D O ii I ii 0- I I I I c4 ii 0 i `" p II Ii U_I I ii m I O II z w O SLOPE + EXIST. RESIDENCE i lu O I LINE OF WALL I Q Z BELOW -J Q Z Cl) V-11/2" oG W ° 0 Q 12'-0" 14'-m" 34 -7 1/2" I W W Lu = > p IW d EXIST. FULL 1-1T. > BUILDING WALL 1 - W U z = t9 m I o I ii I I 4097 REGISTERED ARCHITECT LEONARD A. WILLIA JR. STATE OF WASHINGTON REVISIONS EXIST LANDSCAPE BLOCK WALL r EXIST. S" CONC. WALL SHEET CONTENTS DECK FLAN NEW COMPOSITE SPACED DECKING W/TREX "RAIN ESCAPE" 36" HIGH GUARD DRAINAGE SYSTEM RAIL PER IRC 4 OWNER SELECTION DATE 11-1 -25 EXISTING DECKING TO BE REMOVED 4 REPLACED LIKE 4 KIND NEW DECK FRAMING DRAWN BY NO CHANGE TO EXIST. DECK SIZE AND AREA N.S. CHECKED BY SHEET NUMBER NOTE: NEW DECK TO REPLACE EXIST., WITHIN EXIST. FOOTPRINT AS SHOWN RARCEL NO.: 2 2 103-52-00003 A lm0 SITE ADDRESS: 1210 E. BENSON LAKE RD. DECK PLAN C�RAFEVIEW, WA 9854(o PLAN OF 4 SCALE: 1/411 = 11 / 11 NORTH REPRODUCTION OR RE-USE OF THESE DRAWINGS WITHOUT WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED. WI LLIAMS Ai -c-)-* I TI=�TufLi= PRECISE ENGINEERING INC. 1011 MELLEN ST. CENTRALIA WA 98531 (360)736-1137 FAX (360)807-0108 HAHN O oF� Fti 35175\ NAL /LNG\ I II PROJECT NUMBER - - - - - II I 2024021 - - - - - - EXIST. DECK I I I I- - - - - PROJECT TITLE II I II I EXISTING POSTS TO REMAIN TYP. IL II II I II I II I II I III / II I ill II I EXIST. RESIDENCE BEAM / FLOOR LINE ABOVE I I I / II I II I 0 - - - - - - - - - - 1 / z I II I 'EXIST. DECK -7 IC II I II O II I +° O Q��>k INE V' IS"x8" FTG. 4 EXIST. DRAIN ROCK AREA I ��>r « NEW 11�i2"xll�i2„ I I PRECAST PIERS I I Q ON UNDISTURBED BEARING r (6) LOCS. TYP. I IC I z 43 L J I Z EXIST. EXTERIOR WALLS I I I II I 0 III II I W °O° °Oo °Oo °O° °Oo °Oo °O° °Oo ° °Oo °Oo °O° °Oo °Oo ° °Oo °Oo °O° — — — — — — — — — — I Lu _ I I Luu Z > EXIST. LANDSCAPE WALL I — ----- 0 Lu IIII EXIST. PT 4x4 d ��` 'lam '�j. '�j. '�j. •I, 'dj. I I W/ PT 2x NAILED � I I Xt IOR Lu r � r � III Z Z t9 - - - — - - -L - - - - - - - - — - - - - - - - - - - II REVISIONS II I 1 LINE OF NEW DECK ABOVE I EXIST. CONC. SLAB I I I NEW -3-2 EXIST. LANDSCAPE RETAINING I I I I PT &x�o W/ PT POST LOCATION WALLS TYP. I I I 2x NAILED EXIST. 5" CONC. WALL I I I II EXISt. CONC. WALL I I I I . SHEET CONTENTS I . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION PLAN NEW PT 6x6 G�� G�� PT 2x NAILED 52" TOW TO TOP OF BM EXIST. 44" H. CONC. WALL (a") DATE 1-21-2S DRAWN BY N.S. ABA66Z POST BASE TYP. AT POSTS BEARING ON CONC. WALL CHECKED BY 1-1.1-1. SHEET NUMBER NOTE: NEW DECK TO REPLACE EXIST., WITHIN EXIST. FOOTPRINT AS SHOWN sloo FOUNDATION PLAN PLAN OF 2 SCALE: 1/4'' = 1'-0" NORTH REPRODUCTION OR RE-USE OF THESE DRAWINGS WITHOUT WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED. STRUCTURAL NOTES General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding WILLIIMS with any work or fabrication. The Contractor shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted PRECISE Design Criteria: ENGINEERING INC. 1. Live Load = 60 PSF (Decks) 1011 MELLEN ST. = 25 PSF (Snow) CENTRALIA WA 98531 2. Dead Load = 10 PSF (Deck) (360)736-1137 3. Wind = 2021 IBC Exposure B @110 mph FAX (360)807-0108 4. Earthquake = 2021IBC Site Class = D S1 = 0.573 Design Cat. = D Sds = 1.052 SIMPSON HUCQro12Z W/ 2" SS Use Group = I Sdl = Null R = 6.5 Fa = 1.0 Cd = 4 Cs = 0.162 (R= 6.5) 6x12 PT BM Wo = 3 r � 35 Ss = 1.578 _ _ _____F Cd = 4 - - - - - - - - - Wo = 3 NEW PT 2x12 STRINGERS (3) — — I 6. Soil = 1500 PSF, Assumed bearing capacity I I = 38 PCF, Assumed Active Fluid Pressure z —�� PROJECT NUMBER = 350 PCF, Assumed Passive fluid Pressure = 0.45, Assumed Coefficient of Friction IQ- _ ^' — 202402-1 = 110 PCF, Assumed Soil Density u — u I PROJECT TITLE Concrete & Reinforcing Steel: XI W I Q 0 1. All concrete work shall be per the 2021 IBC Chapter 19. Tolerances shall be per IBC Chapter 0 I N I 19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and I — O W 06. — 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. NEW (2) PT 2x12 DECK p 4 LEDGER Nm W/ 1-1/2" 1Od 0 16" O.C. -I x 3. Concrete shall be in accordance with ASTM 150. N i N F I f'c = 2500 PSI @ 28 day 40 (3)GRK 1Od STRUCTURAL II SCREWS 3-1/8" a I6" O.C. slump = 4" maximum, 6%Air entrained. In order to minimize shrinkage cracks recommend that the / II I I I a 6 LEDGER TO WALL TYP. w/c ratio be under 0.5. r z Z (6) GK 1Ød STRUCTURAL SCREWS 4. Install ufer rod as required by local jurisdiction coordinate with project electrician. I I I 3-1/8" 0 24" O.C. a 2x RIM JOISTS Steel: UPPER AND 2x TO BEAM O FLOOR (L 1. Anchor bolts shall be ASTM A307. X I II -I +�` EXIST. RESIDENCE SIMPSON HUCQ&12Z W/ 2" SDS W Carpentry: NEW (2) PT 2x12 — — — — — EW PT 6x12 I III 1. 2X structural framing shall be #2 PT Hem Fir. r N I ---II 4x structural members shall be #2 PT Hem Fir.. II I 6X members shall be #2 PT Hem Fir.. LINE OF WALL AT UPPER FLOOR O I 2. All fasteners in contact with pressure treated lumber will meet the below requirements. O '�+>x O N xI I �� Ii All fasteners including nuts and washers in contract with pressure treated lumber shall be x`V I -- Q NEW (2) PT 2x12'S 81 EXIST. c� � 0_ 11 II 16" O.C. AT THIS hot-dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other II I EXTERIOR WALLS X 0-9 . WALL Q Z than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically W D W I deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed z z I SCAB 2 x 4 x 3O" �° 0 NEW PT 2x12 LEDGER AT WALL TYP. -8 I/2" �'-11" 10 -10 1/2" BEAM TO POSTZ to weather must meet the requirements of the pressure treating manufacture's minimum. IN C9 ADDITON, the contractor shall coordinate connector/fastener coating requirements with r THIS LINE TYP. HUC 41OZ HANGER - I W/ (4) SD525312 EA. MEMBER recommendations from connector/fastener manufacturer and type of pressure treating chemical and W/ 1-1/2" 1Od SIMPSON retention being used. See Section 2304.10.6 of the 2021 IBC for additional information. FASTENERS SIMPSON H-1 EA. II NEW (3) Cl) II I EXIST. FLOOR JOISTS g 16" O.C. JST. TO M. THIS LINE PT 2x12'S RIM JOIST -- HARDWARE: TO REMAIN W/ I-1/2" 1Od SIMPSON I in oGiu SCREWS I HUC410Z Qd W/ 1-1/2" 10 IL All connection hardware shall be Simpson "Strong Tie". Connection hardware exposed to the — — — — SIMPSON FASTENERS W weather or soil shall be treated as in steel above. N W P 2x12 DE JOISTS 16" O.C. W 4x1 aD W HUN FR M B AM 4 LE GE W/ US21 Z W CAUTION: II I i i i I L DGEIR TO WALL W/ 11-1/2"I1Od 16"i I 1 1 1 1 1 i �� ,� EXIST. PT 4x4 IIL 6 F� sr �!G sr !G sr sr \ GUSSETS24 / PT 2x NAILED PLACE TRUSSES PER MANUFACTURERS RECOMMENDATIONS AND BRACE PER TRUSSL I + I I I I 11� I + I I I I + I I I + W COMPANY RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY _ _ _ _ _ _ I� �I �I I I I I IEXTERIOR Z BRACING AND SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT NEW PT 6x12 " INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL W/ SIMPSON I W/ 5-1/2" GRK 1Od STRUCTURAL REVISIONS SHORING AND BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER. CCQ64/ECCQ64 N W P 2x12 DE JOIST 16 SCREWS It 1 - POST TO BEAM (q HUN FR M B AM 4 LE / I Z (12) PATTERN - 6 ROWS OF 2 ' Q LED ER TTA HE W/ RK 0�1 -1/8" ST R CTU CRE S 0 A CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. POST LOCATION EXIST LANDSCAPE o II I I I I I I I I I I I I I I I I�I� I I I I I I I I W/ PT 2x NAILED RETAINING WALLS EXIST. 8" CONC. WALL O NEW PT 2x12 RIM JOIST X N SPACED DECKING i PT X12 SHEET CONTENTS PT 6x12 DECK BEAM PER FRAMING PLAN / (/� / / / a a POST CAP PER FRAMING �i �)t �i�i �� i �� i �� D C I\ G I PLAN ��46 6+6<C/ �@q6 6+64/ / X46 6+1 @46 6+Is (G PT 6x6 POSTS PLAN INVERTED ABU44 W/5/8"CIA.x 6" Pt axb FLAT CROSS +� LAG TO BEAM SUPPORTS(2) NOTCHED IN CENTER TO CROSS BRACE MAINTAIN DEPTH BETWEEN POSTS BC6Z POST TO BM TYP. 52" TOW TO TOP OF BM ABA66Z POST FTC TYP. H \ / 1 0 W/ 1-1/2" 1Od TO POST 44" H. CONC. WALL ") DATE 16'-6" '-Z" 1O'-S 1/2" 10'-0 1/4" 4'-I 1/4" 1'-5" CANT. 1-21-25 DRAWN BY N.S. CHECKED BY SHEET NUMBER u u (3)SDS25412 S2mO F PER R POST BASE PER R.4i1 PLAN TOP OF EXIST.CONC.WALL I DECK FRAMING PLAN ABU44 W/5/8"DIA AB m 4"TO WALL NOTE: NEW DECK TO REPLACE EXIST., WITHIN EXIST. FOOTPRINT AS SHOWN SCALE: 1/411 = 1 -011 PLAN OF 2 CROSS BRACE DETAIL NORTH REPRODUCTION OR RE-USE OF THESE S2.0 SCALE: 1/211 = 11-011 DRAWINGS WITHOUT WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED.