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Plans (71) GENERAL STRUCTURAL NOTES EEIVED egg THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS.THE CONTRACTOR BEARS THE OCT 2 2 201$ m RESPONSIBILITY OF IMPLEMENTING THESE REQUIREMENTS INTO THE FINISHED WORK. OFFICE COPY o c, ES"Y OF TIGARD Cc r 2) TEMPORARY CONDITIONS: BUR DINIG DIVISION c,$o �6 INSPECTION &TESTING: c3 o g' SapENg Pdcn�a >� THE PIER SYSTEMS AND EXISTING FOUNDATION ARE DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION PER 2012 IBC SECTION 1810.4.12. IN LIEU OF THE CONTRACTOR BEARS ALL RESPONSIBILITY FOR MEANS AND METHODS OF PIER INSTALLATION AND CONTINUOUS INSPECTION, PERIODIC INSPECTION IS ACCEPTABLE PROVIDED IT IS APPROVED BY THE JURISDICTION. ASSOCIATED MOVEMENT OF THE EXISTING STRUCTURE. FOR PERIODIC INSPECTION,THE INSPECTOR SHALL WITNESS THE INSTALLATION OF 20%OF ALL PIERS. THE SPECIAL g INSPECTOR WILL RECORD THE PROJECT LOCATION, DATE, PERMIT NUMBER, PIER LOCATIONS, PART DESCRIPTION, 4 ,_ DESIGN CRITERIA: PIER DEPTH AND INSTALLATION PRESSURE. c) THE PIER SYSTEM IS DESIGNED TO IMPROVE THE SERVICE 1 , ; Is ; ,. ' • ids i.-;,•t: `" `h" .\ �„� -�,; y� t,1„ , LOAD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM METHOD D1143 (QUICK METHOD) ON 20 THE DESIGN WAS BASED ON THE CRITERIA OF THE 2014 OR G - 1-•L ' • ' un. r , Code PERCENT OF PIERS BUT NOT LESS THEN (2) TOTAL PIERS AND WILL BE SELECTED BY THE SPECIAL INSPECTOR.AN INTERNATIONAL BUILDING CODE.THE PUSH PIER SYSTEM H 5 t P: I5`Wi,•: T1s c,-lDwm@ 8�Ra>.1 • C) J J LAURMONT CT. i ♦ 1- U • g PROPERTY LINE / W ' CC0 0 E wI QO 1 41' ilH z � 12 i41' CC o < F- Q SCOPE OF WORKIIIII o T J / /w 0 O 74 = LL SITE PLAN z 0 I a_ I 0 cnw 0 MORNING HILL DR. W S.0RUCTUR,g4 o \<c'S P R OFFss W Vo cc rw -A y PROJECT NO. 7je-22_______ T--- S101-560 DATE: •‹, OREGON 9,`� 10/17/18 1=)C� ��MeER 21 O�. BY: SITE PLAN Fir W. vas SHEET: DN 1 SCALE: 1/32" = 1'-0" EXPIRES: 6/30/2020 S`''O E pia Z F,F a m • U • U • cn I r J 1 �/� VJ G LL CCU) OoO) /, I Tri � z woo LEVEL 2 PLAN NOTES: cc O 0 co cc CC LLI co co 0 1) INDICATES EXISTING WOOD BEARING WALL. Z .<7 f D 0 2) INDICATES EXISTING BEAM BELOW. LL w \\ 3) INDICATES EXISTING WOOD BEARING WALL \\ BELOW. EXISTING — LEVEL 2 E) R 4) INDICATES EXISTING POST BELOW. PLAN I I L J 5) (E) INDICATES EXISTING FLOOR FRAMING. E) R� 1 1 6) /\ INDICATES EXISTING ROOF RIDGE OR HIP. 0 I i ff o —7 w w 1 1 7) (E) R INDICATES EXISTING ROOF RAFTER w FRAMING. Li ECT NO. r S101-560 DATE: OF OREGON .`,"\/ ry10/17/18 /i� McER 21' i. BY: BF/pT W. `10 N D C EXISTING LEVEL 2 PLAN SHEET DN SCALE: 1/8" = 1'-0" EXPIRES: 6/30/2020 S 0T § E 51 g _ l 14) • U •taa I I 1 1 J r I (E) R Cl) II 1I � L W iH W ,± < 0 U 0 ko Iii - W w r I ' i U) o O o, I p ii F—cr z E jii( y II W o IP L J IIr -1r 1 L___ ROOF PLAN NOTES: 0 I. w 1) INDICATES EXISTING WOOD BEARING L J L J L WALL BELOW. I---fEtR--1 r — 7 Ir I pi 1 2) INDICATES EXISTING BEAM BELOW. I II I /----j 1I I /�3) INDICATESEXISTINGROOFRIDGEORHIP. EXISTING ---- ROOF FRAMING 11 I /(( \ - PLAN II LOWER ROOF �L L J 4) INDICATES EXISTING ROOF VALLEY. REF. S2.2 � i I (E) R Lt-IL _ 1 L__-' J 5) // INDICATES EXISTING STEP IN ROOF. z // 0 F-- a_ 6) INDICATES EXISTING ROOF RAFTER v (E) R FRAMING. w 0 w H 5.sRUCTURg4 o \��>�p P R OFFss w <v -P 9 PROJECT NO. ?_-_"i- S101-560 DATE: 0� OREGON O 10 /17/18 /°�,2 '''s'ER 21 .- BY: DN EXISTING ROOF FRAMING PLAN �j w. vP�� SHEET: CID SCALE: 1/8" = 1'-0" EXPIRES: 6/30/2020 S2.3 . _____41____ E 8 E 07 N g m m ?3..1R z • c rn� 0 Q, cil �ciwYv@) `�� Z iio E I 14) i U • ck to EXISTING STEMWALL ON STRIP FOOTING Cf) W < U o N 4 < _ � � o E w e 4 • • CHIP EXISTING FOOTING• Q OZ w u) O `c • a ® a d AS REQUIRED TO ALIGN ® � ,1 I BRACKET WITH W 0 Q c V .1 STEMWALL FACE H Z T • ® . _ O BOTTOM OF EXISTING FOUNDATION _ I PIER DETAIL FOUNDATION SUPPORTWORKS FS288B BRACKET. REF S4.2 __ THROUGH S4.6 FOR BRACKET CONSTRUCTION NOTE: FOUNDATION SUPPORTWORKS FS288ES30 EXTERNAL SLEEVE ACCEPTABLE FOR z LOADS LESS THAN 7000 LB. E II v �- w 0 0 FOUNDATION SUPPORTWORKS FOUNDATION SUPPORTWORKS 40BMt4 o FS288T PUSH PIER TUBE FS288ES48 EXTERNAL SLEEVE ��0 PROFFsf w 73626 13 PROJECT NO. r S 101-560 DATE: 0‹.4., FO OREG• o 10/17/18 �0�� �MeER 21 - BY: DN pT W. vA�o PUSH PIER DETAIL SHEET 0SCALE: 1" = 1'-0° EXPIRES: 6/30/2020 S4. 1 1 E 8E E2 c.C).�_E' coo).5$ 0 ^C C —O WH 4 ti PIER c_SYM 4 %) i'—' — 2" REF 110" REF /4.1. ,--- --- I ® � / -1-1 1 t i 2 3i' / � ♦�t i c O 4 T s" I I REF. 8" REF I 11 --r�. 1/4/ I 1 1 i 1 O 1 8" REF I I i � w cE © 19 REF IIEF / Iw N 11" REF /4. / I 1 ,, � Z Iii �_® I - CC Ns STARTING O I Q co 1 I FROM ITEM 8} 1/4 / 4 I Z f 1/4/ 6 1 1/4 l/ 5 /4. 1 ; A /4. 1 L_ I • O 1 1 © / 111 /4. /4' NOTES: BRACKET DETAIL 1. SEE LATEST REVISION OF DRAWING "FSI-MATERIALS" FOR MATERIAL DESIGNATIONS AND MINIMUM Allik VIEW MECHANICAL PROPERTIES. SCALE 1:4 /4. 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 LATEST ISSUE WITH E70-XX MIN ELECTRODE. z 0 3. © INDICATES ITEM NUMBER. REF. S4.5 AND S4.6. E U 4. HOLE IN ITEM 3 TO BE IN LINE WITH HOLE IN ITEM 4. , 0 5. HOLES IN ITEM 7 TO BE IN LINE WITH HOLES IN ITEM 4. L S. UCTURq4 6. WHEN THE PART NUMBER ENGS WITH "-G", IT SHALL BE PROVIDED AS HOT DIPPED GALVANIZED IN (--,-- PROFFSs w CI N E ,2 RACCORDANCE WITH ASTM A123. cl .4-/;,/,,,,,-71-626 _ PROJECT No. r S101-560 DATE: SHEET NOTE: a‹ OREGON O 10/17,18 DWG REPRODUCED WITH PERMISSION FROM °B c�MeER 2\'L ��� BY: FOUNDATION SUPPORT WORKS INC. F�j W ��� DN SHEET: EXPIRES: 6/30/2020 S4.2 t E E co co cd)C7 c ph (D lnFd > ii 1/4 V • "4 E Q SYM O Q 11111111111 O i I �j 1/4 V U) pr I I Lu 8 / U) 1/4, 9 REF 2 >- oLU I I 0 0 0 0 0 J L_ Q SYM _ — z o J L C © I wI p � � O O ] < "' ~ N o 0 1/4 r / MN / O co BRACKET DETAIL VIEW © SECTION 41111 SCALE 1:4 _ SCALE 1:4 _ ROTATED 2°CLOCKWISE z 0 H- cL NOTE: REF S4.2 FOR NOTES. E U w 0 w H S.RUCTUR44 <C\\ P R QFFSS w CC 4-44 4/ _ : • v PROJECT NO. S101-560 DATE: SHEET NOTE: aF OREGON o 0/17/18 DWG REPRODUCED WITH PERMISSION FROM �0 cFMBER 2\'L �� BY. FOUNDATION SUPPORT WORKS INC. Fip, W \P�O DN SHEET EXPIRES: 6/30/2020 s4.3 pq S0,7' g_ ooU8 Hilt! ♦ () Ig_PIER _ _ ^\ I I� / IV I- 0 N J_1_ i I — • II _ II O O 1/4 VII SYM j II 11 II II-_ j f UJ IILI , W I— Lli QCn Uor' IO / 24" QD � uzj0 REF � — zoo 1/41/ VIEW 4 JJ 1/4V � o � co0 SCALE 1:4 lir i I Z T ff / D ROTATED 2°CLOCKWISE I I ` NO WELD 0 Q PIER ©Ije \ 9 � %r�� I , , 1 , BRACKET NO WELD 0 ��F rNO WELD , ° , DETAIL Q SYM _ IILd0 / O 8 N 1 ____ ___ ,.. ,/% ' , - .g INIIIIIIMMIIIIMININI Nai Z al _, 1/4> o s O 3 c 2 4 U REF u)DETAIL 6 L-' SECTION © SCALE 1:2 411. SCALE 1:4 w SRUCTURq< ROTATED 2°CLOCKWISE NOTE: REF. S4.2 FOR NOTES. ����0 PRO/ Ss w G I N F /p<<s C <v 7 13 y PROJECT N0. r S101-560 DATE: SHEET NOTE: aOREGON o F 10/17/18 DWG REPRODUCED WITH PERMISSION FROM °6) c�MeER 2\ i\ BY: FOUNDATION SUPPORT WORKS INC. 6i) W UP*D DN SHEET: EXPIRES: 6/30/2020 S4.4 E co 02 c cu Sc y7g r•-.R.-- 8i Zrn c / 1116" / 8 ce `¢"g��C vAi"ciw mU t74' / Pd �� J U J 7 V 68" 5a• �� cn 103 10 i" 101u 8 10q 4 1" \ LLI I— I ,1N O on/ 51y z = I 8 2 Q0 cn0 111611 / 6 CC I— z lin- ITEMiITEM lk ITEM © M < o, , c<.� H- , — SCALE 1:4glir SCALE 1:4 D r / 62„ / O / 2 311 a / 8 1�, / 4 7 / / 6X11 / s \ � O 2116511+_0°.0.°13„" 6,. 0.013'•• 2 4" rp,„., BRACKET 24 2XQ� 11° DETAILS 5 ill / 16 311 2 15u / 416 \ O + T 3 216� 27 \ y z O 5 +0.03" 4 8" �_ O21611-0.0111 O ©ITEM ITEM 4 0 SCALE 1:4 411. SCALE 1:4 Illr ScRUCTURq4 o "<c\D PROFFS,2 W Vo 1 7362. PROJECT NO. r S101-560 DATE: SHEET NOTE: •F •RECON o 10/1718 DWG REPRODUCED WITH PERMISSION FROM �q� c�MeER 2\'� ��� BY: FOUNDATION SUPPORT WORKS INC. FST vP� DN SHEET: EXPIRES: 6/30/2020 S4.5 E 8Ech m RIs.- 8 0 °8'= ccFn 8m •- 1 11 ITEM BILL OF MATERIAL FINISHED S�s CU8 NO. QTY. DESCRIPTION MATERIAL WEIGHT (LBS) o o a 1 2 PL3/8 x103/8x119/16 A36 6.8 �� 2 1 PL 1/4 x 6 3/4 x 10 1/4 A 36 4.4 u Lj 3 1 a 1 in 3 1 PL3/8 x61/2 x81/4 A36 3.1 --t- 4 1 PL 3/8 x 4 15/16 x 8 1/4 A 36 3.4 \y • U 55., 6 2 PL x13/4x55/8 A36 0.9 �� � 8 7 1 PL 1/2 x 10 x 113/8 A36 11.3 ITEM 6 8 1 PL 1/4 x 10 x 1'5/8 A 36 6.8 SCALE 1:4 11. TOTAL: 44.4 4 in 8-41' U) a A 1 in /— 28ll —/ / y 1 )11 weE Q (JD U0 ``' y i 10" i 2 } www TO 2811 \ QO 11u) `-' 1 - /—/- 2 - /- u 9 W � � co< co C7 43„ � 4TYP. , 4 a � QS116" O 1 4 4�� 4 4 10 r-. 8 TYP. \—c--.\—c--. IL 8' --I--� — 1" BEf3D LINE 1" - 5 4 TYP. g� 1'- O 1' - BRACKET 2jgDETAILS X0 illTOP SURFACE REF 2 Rin s[ + O 2 —/ F= LE ITEM Q NOTE: ALL DIMENSIONS FOR THIS ITEM ARE / 4. / 3" / UD Lil INTENDED TO SHOW MEASURED DIMENSIONS SCALE 1.4 ALONG THE TOP SURFACE OF THE PLATE. ITEM 8 LiJ SCALE 1:4glir SjRUCTURg4 o ���,� PROF Fss w y PROJECT NO. r S101-500 -- DATE SHEET NOTE: of OREGON o• 10/17/18 DWG REPRODUCED WITH PERMISSION FROM �C2� �F'19ER 2n i• BY FOUNDATION SUPPORT WORKS INC. FipI W W\ DN SHEET, 54.6 EXPIRES: 6/30/2020