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16055 SW 108TH AVENUE STE 100 '-t i •`i 7}, r � 4 2 k• l'.i. a t. VE f u 1.l r mammmwt PlUXIM ray» SPECIFICATIONS IN ,m i ssa HEAV CH PER IMO sTu VEW '� - - ■__� TO 1* L.00AUV NEAR FLS OM ALSO AeaVE DRAFT HOOD. / EXCAVATION - The subgrade of the swimmlr►c� pool Is to be con�rn>�cted to a Qdr>slty of not less �►ci� 95� T�Ki I-EGEND ' of relative mi2xhlun de+O14- Any soft or wr,{able sut-q-ado moL-rkals are to be removed and backfilled - _-_�..� \ 4•• with �.rvnt'ed rock and cortpoicted to the rectulred density. EG7atIrN�NT ROOM DOOR TO �E I�OGKAdI.-E. / (Vf \ ECKDr ENT ROOM TO DE ADM ATELY WNTIL.ATED FOR 0 ABOILBIL . Free4i water fill line/valve / \ o tREIWOR ep 5TML- - %43nda"d deformed bars, Intarrmocilote griade, free of most and dirt, to tie properly GAS / Itloriod and tied in lace whir staggered splices. Lap 40 bar cnoi ete-s. See relnforckng sOxxtub. - "- B. Skimmer line/valve \ pos p C. Jet return line/valva • -aves - 6. 1,4 mix T sac ultimate nt th 3,000 P51 at / w 6UNITE - M7nMrrxn wall thlr knees 5 ; though c k rem _ \ / \ 28 'jar. ( I D. Main drain Iirle/valvml • rekiForc steel coridult and otFer ss to the 0 - - - - - -- E. Return line/valves \ / BC.)Wiwi - Pool Flxiw os, piphq +tem, hg � w' ART ba0 \ � --------- pool 3 / �• \ r. Shall be bonded arc+ coriorm to ail provlsbns as set forth in the National Electric Gude P 0 N sHimm" i'c.�.,_, rcx- IIII KBFll. No. -70. 0y Owner. H. Pump (spa ,jets) / 1" ' \ =' braiGlr circuits J. Pump (spa filter) 6RGlRdD FAULT INTERJ4 PT'Einterrupter- A grow -fault inte �pter sholl be provided on all Inwived in I'cghting or rs 'acle outlets, In ooeardancej Alth the National Electric C.ocde. 8u Or,?10r l .�° 50 N. Filter (spa) '� All electrical work is to be performed by a Ik weed ralectrkal contractor and Is not the re!rporislbllity of the ' ` I \ 1 ; � p 1 I oa. Owner. Q J P. Pressure Gauges � ' �3'� � 1 n Poo, Contractor. All •bctrlcal work k, to be installed as per state aid oca c.od E3y _ - A z ' I 3 < ,i, �p O. Backwash to City Sewer _1 T1J 1 I PIPING - All piping shall be FVG sdvxdule 40 and Is to be W5 approved. G 1 � _ w/ �" air break I �. � 3 � �) ` FEATIN6 SYSTEM - Heating systems to be equipped with 18' GPVP on both sides of heater,plug t,vo p 7t— S. Heater (spa) ` � , o h ASME relief valves cit 50 psi p1twOo l .o wlthtr b of the floor. -- - ----------- ------- I I Z OTHER HOW Br O at •. Fresh wer supply tO equlpnierit room with proper beck-flow prevention E T. Chlorinator - ' devke In place, ground - fault W4wr pte9m. vont" for boilers,and sores, Ilse for bacic,�ash, Fericing, ELECTRIC U. Flow „leiter - , de-k.”. PANEL. S W. Backwash Slghtglass DEGKIi 65 - To be concrete ralth trowel aid Ile#rt broom Finish,slophg mNus 2% from 9 to draGis. \ \ -� / 4. - -- ------------ ----- -T Y. Backflow prevemtor I aCY WATER I?Ei'�tO /AL - The pool is des" to have water in K at all tirrres. Rexnavat of voter for pool _ ___ Z. Floor drain I / a - repair or cl shall occAr rrhen the ound wateltr tabs Is below the bottom of the pool. A!`1 the -� I '� • ' SILKS - State health signs are to be posited at the entrance of pooI. \ RE611 ATiO S - Operathg Yrabvctions aye to be furnbhad to the Owner by the Pool I � \ t'.oritractor,and the G>rvier must Fotlow all Gour►t Cssd Stain codes and lams / 1•-•r�YOUT A ` SCHEMATIC EQUI ROOM govss�iUig the use tend caperattcM or the pool. SCALE I/r = N-m' FILTER MAINDRATN-W ' u 7ET RETURN-moi to < ° W- - -- ' / / /\ JET MAINDRAIN-9 --J � t,� \ a M � w � FRESH WATER-I' � w ✓`� '�� \- F=ILTER RETURN-2" z14 ie c o0X3 a . . ,a rn saw h MTMDA M CONCRE.,: S7'F'04-35T14 -30M 10 .I. AT 28 DAYS SPA SCHEMATIC PIF ING r 2- ORG1NGal.STM A--&s 4®iSCALE 1/2" = 1'-0" SPA DATA ! � h¢I 3- ALL POLPM C*CRETE TO HAVE A MAX MW SLOW OF 4'. AREA 50.3 SO. FT. I � 4- ALL GUNITE TO HAVE 0' TO P SLUMP. CAPACITY 106 GALS. V ,`+ 5- THIS DFSIGN 35 PROVIDED FOR THE 'NAM 7 PRO3Wr ONLY. DESIGN IS NOT APPLIC.A®LE TO OTHER LOCATIONS OR CONDSi?ONS. TURN OVER RATE 62 GPM SPA EQUIPMENTl.rI5T 38'-lY," .: S' 11-3 1•,x.1�. ... M TURN OVER TIME 9 `M'wry, ?" 9�■ 11 -4� I FILTER AREA REQUIRED 3.44 SO. FT. QTY. DESCRIPTION MANUF. CAT. NO. , FILTER AREA DESIGNED 4.91 SCO. FT. I I HP FIL113R R1MP&LIRA-FLO) PENTAIR 384b84U0 ■ �NOCKN SSS AND REON FOR CONN SCHEDULE _ �, • � �_�a.�-zs.aeov�_��a � � i 16 HP JET FLIMP 01-1'RA-f'LC1) PENTAIR 80466600 I SAND FILTER 4AI SF PENTAIR TRi00 , GATES SHALL 13E U cfl ASTM A 615 GRADE 40 ASTM A bis GRAVE 60 E _ ___ I• i 5_LF C1.05ITJCs AND 'A' EARS 'E' EARS T' 'A' MARS 'd' BARS T 8 HYDRD - INE E i 5 1-1,�2' HYDRO-AIR' i r Q( '/1) C 1- _it (�I 13 I 10-5100 i I � bl. _. ..--SEi.F LATCH,'N� MIN '- a 'Eli D'" , • - 6' 3 AT I'-0' - 6` — LIFT �° i 4Z" Al301iE GRCl1NC7 I U7 i TO 7-0 - � AT r-0` .I 1 ULTRA-FLOW i 100 Wi,T LIGHT PENTAIR ►00-1 AMG}IOR t DETAIL S#+T Z) Q`9 7�D" TO 3'-Py' 3 At r-O' - 6" 3 AT I'-4!' - 6` (1 HP) 62 GPM I SKINR1l:RS 5V'UINK�l11P U-3 9655 _ l-__ ' �, i. ..1_ ...___..�__ ._-.---- E''+ o 1 r` _.... N 03 A r 03 AT r-& 1 $9'3 AT 1'-m' - �" FILTER PUMP .-- - - - - I - 3'-t®' TO PJB T -®' 3 4' MAIN PRAINS (44.03 5F) PENTAIR 542014 DIA. _ I U.°t y G LEA _ . e t ► 2" HYDROSTAT. RELYAL` E 5!NIMWIP 'f01'1-0156 ' I EQ IP o a,, 'G 4-0 TO 5'-•0" K 3 AT f•-0' 03 AT 1'-& '1 1/2' #3 AT I'-& 8 1 ULTRA-FLOW _ i , C/]-- u �Si v1 Y Ell (I )� HP) 85 GPM 1 GHLORINAT01R RAINBOW 300-2qx M ! I rr� w 5'-0' TO 6-o" e3 AT r-�' a4 AT 1-I>a" 8 0'3 AT +-0 03 AT r-O e-l/1" _ i ROOM .c ;T JET PUMP ' �- 1 L—� I C) 1 HEATER 2-Up00 13TU PENTAIR-IVT N _ i2p 3 RETL4ZN INLETS - WALL SWIMGIUIP 8434 [7?•f�7-IOOB1 Mx1d TIMER I D OTHM �4) i00 - 1 HAND RAIL !� S R SMITH �_ _ tam.}.._ _Lam_ MEETING a� 1 1q I 15 MIK TiMM t 5FAlrorp 5"1 GH _ _I %'WOFF SWITCH t uo r-j i —I i RUOivi >�D.ARS C�OPft'. I FLOW METER- Z ('JO-100 EiFaNII SWIMGiUIP 14570 I , L L Q . 1 PR�f GAUGE SH11, IP 33606-0003 ' ! 0 ea I VACUUM &AU6E SWIMGIJIP 33600-0013 ~ � MGHOR I ' �}:�� -� ,5 RF , 0 20 O.C. x 4o LIFT A i ! WOMEN S MEN'S 0 , STROQh�I - 0 0 E- 0 'A' BARS ham. d SGHErU FJ I I 20 40 tap so 100 120 140 ir0 O-w U.S. GALA-ONS PER MINUTEWOMDS - Q[ MTER MW CURVE "il "OF iia r 0 ZF03 N ls 1 Q IL w ' IL z xCupp --- _ z w O 'r ''v 1 RCISE -A ROOM a— ill ul Q-- AT 19'n G. TYf'. —IN Kltdt IN r ~- ROOM O O a Lu _� O ' BARS ,�- OFFICES i � Q[ -�' � e' o I� .s � V- 1 T a.. r9. gl F- i`• M dUl GATT 3i3m/©5 ; h AT Cr ON CAINTiit SCALE PROJ. NO. NACH NAY Y F Is. AS SHOWN I pprc Eo. .... : ..••1• � il.Q�«....................(� DRAWN CHECKED - unlit Helly App► d rib-'d' in JMG Gi-l0 c;r on y the as de fL.Ap N - ...::...........7..f.(.j. 6e Letter to:Follow .. ............. �( 1i - SHET NO Attach Q Add 89' (O-Oss-A nat- ya Kac' SIZA LAYOUT 4 EQUIPMENT ROOM TYPIC:Al. ^ � SECTION TOP OF P � � IDE VICINITY MAP 9fAE NOT TO SCALEMAX� OF r .� OFFICE COPY oft wawa IIII IIII I II 1111 IIII III! IIII IIII IIII Illi IIII IIII IIII IIII IIII illi III IIiI IIII IIII IIII I{II 1111 IIII III IIII IIII IIII ;III II I IIII Illi IIII illi IIII IIII IIIi IIII IIII IIII IIII IIII iIII11 I (11 II11 II I II! III I II ( I I I'lll Ilii; - �;�' ' E �a,. ,�,� �,��-. � ?.E1(�IBL[�I'I'Ye� � �. - cm� i � I � I � i � I � I � I � � � � 1 � Ii � i � illii �� I � III ' IiII � II � ► � I ( I � I ( I :: � j,1� 9d MV'; -, ;' -.., iOmm.l cm IO I I 12 13 14 ie 17 18 IP 20 21 22 23 24 25 26 27 2A 29 30 � , r N N , 0 I , 1 EItS .. i .. Will1111'1111141111111: '"ANT : t _ .... ... - .. .. . .. .. .y't , 6' 7 ,ISA - .� • 1 mak• ,a-, ;1 •rKtrG`.4. c' Y r; n L �n� �h' ''Mi.. M Y'... it T i i4•` �, _ SS HAND PAILi, !y�a ;'�. ui 'x 2FP. BLACK TILE Er+4rH STAIR r. �IIOR• /) ON -HESE ALL RISERS TO BE 0:Aiiii1i 10-W OWTH MARKER fr F.P. C•ARAMC TD.�f ,` �4G.S0 ON DE1CK - 4'..0• _a. zlx SLOPE NATER LEVEL ,�->9rE:lyl E JOxAIT 4-431 MASTIC, YOTNT J , r WHITE PLASTQt ° 12iL . z Mi 2' HYDRO STATIC-- '� '� PLANrs FOR TR�.Ll'8 O�TAIL5 RELIEF V -VE ,i'A'ii'ii A o it'>f ';i CI) 8 X a P.T. POSTS i r 1 W-0' o ff, SPA SECTION c, SCAL,F• I� y. A a I na +0� ACT �� POINT STONE VENA ►-, V ., d r !� WWI r �' NATER LEVEL. � SLOPE o y ��a.� x re TILE ,.gyp 24' t71A ,: ;� �� � . � .IWO QQ/ SING ''� ;•� ____ c•� . G" F.P. CERAMIC TILE00 �.;,� 4 �.�. -~,,� ,•, . ,.� I / �.►. t M l 4'-0' `D DIA. Q �� Cf T 2 ,. •� WATERLINE LU T- � . SKYMNER THROAT L.IN01D WrTH [., � � � "� 4 `P s`''. �p. ` TILE SPA SECTION WITH TRELLIS �� �� � � U.5 ---SLS" u� SCA, 1/3' �{ v l mx vi Yui ` U 1 i v. • cz T ' • • i . oa _• to G 0- I - m �a ! .,fit- � I U •K ni �+ W 9CWER DETAIL F t7 � o it 13 � N MAIN GRAIN OUTLET i o loll r l rLDM GAIN L=,C / LATCH--• to- Flom � .c- 47 ABOVE GROUND 2 X 2 X 16 GA. STEEL � � �� .� AIGZ?GN Lme TOP 4 BOTTOM RAIL- 3/4 X 3/4 X 14 GA STEEL PAINTED FINISH I :,', •e ' :.: •,. :*' TUBING VER1'WAA. MMSLu Ul � (� ..� .• �: O 4' O.C.- PAIN'S FINISH µ- pq lip 4 ;� •:� ••''' ••" ..�'�� �. � �--t"1) SELF-C.Z.OSITIG H27�5 � -� ("� ji MfO1�OSTAT3IC V. A� 'Q VALVE - '� � � --7Mt' x fit' c�RAV1E. PJW. '� � V EAW. fW w X 81 TO O Vl L rn ALL WIR S!°K.7M FALit�j w l/4' CAVIL wplAr m IN F7t�•YER FAlMlSIC: � SATE Ar 3/30/m . � SCALE PROD. N0. 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LAG BOLT FASTENED TO STEEL GUARDRAILING FASTENED TO 6 X 6 POST STEEL GUARDRAILING - ~ POST. 3/4 DIA. HOLE R 4 3 FASTENED TO 6 X 6 POST TO ALLOW FOR POST C I I W/(2) 3/8"X 4"LAG BOLTS 105. `Q N105. W/(2) 3/8"X 4" LAG BOLTS I _ SHRINKAGE AND C fn _ M \ EO µ . MOVEMENT a N N a (3) 30d H.D. GALV NAILS FAST'A. BD. V ®EA. END. PRE-DRILL HOLES. cc TS 1 X 1 AT END OF SPACE DECKING 1/4" EACH PANEL � 4 X 6 P.T. RAIL Q 4 X 6 P.T. RAIL W/ONE SIDE OF W/ (1) 3/4"DIA. �-�- FLUSH -�. � on W/(1) 3/4" DIA.. • TS 2 X 2 BOLT COUNTERSUNK BOLT COUNTERSUNK N N 00 1- 4 X 12 P.T. DECKING PER Paul Franks Architecture 'TRUCTURAL. io 3805 108th Avenue NE �- SPACE DECKING 1/4" Suite 222 BOLTS PER Bellevue, Weahinpton 98004-76 r ` STRUCTURAL Q - GL P.T. PER Telephona 425.803.0792 STRUCTURAL Fox 425.803.0934 M GLB-P.T.PER STRUCTURAL } WIRE CLOTH t° \�"--- INTERCRIMPED D Ake 3"X 3"SPACING 0.25"DIA.WIRE GALVANIZED& ELECTROSTATIC _. 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EXPOSURE B5 U SOILS SEISMIC - UBC ZONE 3, R=5.5 Ca-036 Da GRADING EXCAVATION 4 FILL • REFER TO PROJECT SPECIFICATICN5 SOIL BEARING - 1,500 P5F PER GEOTECHNICAL INVESTIGATION, «04-8686 B'T GEOPACIFIC ENGINEERING W --- ------ ------ - EARTHWORK. ~ CgONCRETE FLACEMENT MENT OF REINFORCEMENT STEEL_ _ ..SPEC _- _ I. ExC4,vATE TO LINES 4 LEVELS SHOWN ON DRAWINGS ALL FOOTINGS TO BEAR •� BOLTS CAST IN CONCRETE _- __. _ _ _ CIT-T TO INSPECT _ _ ON FIRM UNDISTURBED NATIVE SOILS PER GEOTECHNICAL INVESTIGATION. PLACING OF REINFORCED_ CONCRETE • _ TAKING OF TEST 5PECIl"IEN5 - • U STRUCTURAL UELOINCs AND NIGH CONCRETE: . TI I. REFERENCE SPECIFICATION - ACI 301. PLANT I d/ PER ASTM C94. � SINGLE PASS FILLET WELDS NOT 2. STRENGTH - MINIMUM CEMENT CONTENT 5 1/2 5ACK5 FER CU YM. SUBMIT MIx i! X DESIGN FOR APPROVAL Q EXCEEDING 5/16' ----- -- - ----------- A. FOOTINGS 4 GROUND FLOOR SLAB - 2,500 PSI AT 28 DAYS --_.-__-_ --_- -- _ -- - _ _---____. --- -_-- ---- -- -- - --- FILLET WELDS ExCEEDIt�IG 5%ib' B. COLUMNS 4 WALLS - 2,500 P51 S 28 DAYS GROVE WELDS �� C. EXTERIOR SLABS - 3,500 PSI s ;? DAYS. 1 CASE-0 3. REINFORCING - ASTM 4615, GRADE 60. LAP BARS 4S S1-{OWN ON PLAN WITH kP ION BOLTS INSTALLATION • P R ICBG EVALUATION REPORT 46_2 1 MIN. LAP OF d8 BAR DIAMETERS. PROVIDE 2d' HOOKS 4T CORNERS. EPDXY INSTALLATION • - PER ICBG EVALUATION REPORT 5!53 4. BOLTS: A. ANCHOR BOLTS - ASTM 4301 B. E>'PAN51ON EOLT5 - HILTI KWIK-BOLT-II. C. 4GHE5IVE ANCHORS - HILTI HIT HY-150. PROGRAM FOOTNOTES:- 5. COVER - AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS. A. CCNC:RETE PLACED AGAINST EARTH - 3' B. FORMED CONCRETE 4G-AIN5T EARTH - I. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE 11. FINISH - PER ARCHITECT . SUBT'IITT.ALS: (4 COPIES) COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE A. MIX DESIGNS PER UBC !903 PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL. INSPECTION. Paul Flrank• AErahlt00ts 2. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR) SHALL CALLAoc 3805 108th Avenue NE PRE-CON5TRUCTION MEETING UJITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CAR NTRt: Suite 111 CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION 1. REFERENCE SPECIFICATION - UBC CHAFTCR 23. Bellevue, Washington 98004-7613 1 2. LUMBER CONTACT W THIR, WITH 113% MOISTURE CONCRETE, MASONRY OR EXPC5ED TO WEATHER R TCN. REQUIREMENTS. � � c TSI• hone 4zs.ao3.o7P�z 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO. A. PRESSURE BEAM R X 4N TREATED. GRADE AS FOLLOWS. P i A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION A. POSTS AND BEAMS 6X AND GREATER - DF. NO 1. FaX 425.803.0934B. POSTS AND BEAMS 4X SMALLER 4 DECK JOISTS - DF. NO 2 OR BETTER. Email pault0intoginlograonline.com AND TESTING AGREEMENT PROVIDE BY THE LOCAL JURISDICTION. D.P. NO. 2 OR BETTER B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORE: FOR CONFORMANCE: WITH THE C. JOISTS - - APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE D. STUDS E. PLATES 4 S- 5I D.F.STUD GRADE OR BETTER LLS - OR H.F. 57ANCIARD. DROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, IF UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. F. BLOCKING - UTILITY. �5�� I N C. THE SPECIAL INSPEGrOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION 3. SHEATHING - PLYWOOD, ORIENTED STRANDBOARD OR APP�iDvLA EQUAL. TO THE BUILDING OFFICIAL, ARCHITECT. ENGINEER, CONTRACTOR AND (OTHER A. ROC" SHEATHING - APA ::/16. THICKNESS NAILING PER PLAN. 9 DESIGNATED PARTIES), IN A TIMELY MANNER, 45 ESTABLISHED AT THE PRE- B. FLOUR SHEATHING - APA - 45/24,HI THICKNESS AND NAILING PER PLAN. :'ONSTRUCTION MEETING. C. WALL SHEATHING - APA 24/47. THICKNESS AND NAILING PER PLAN. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING 'WHETHER THE WORK 4. GLUE LAMINATED BEAMS - DOUGLAS FIR, COt',BINA T ION 24F-V8: FABRICATED WITH REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S WATER PROOF GLUE. FINISH PER PROJECT 5PECIFICAT!CNS. KNOWLEDGE, IN GJNFORMANCE WITH 114E APPROVED PERMIT PLANS AND 5. CONNECTIONS - SI: 'SON STRONG-TIE OR APPROVED GALVANIZED. SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE 055C. ALL CONNECTIONS TO BE ICBG APPROVED PER 055G 104.28 i I 6. FRAMING - PER INCUSTRY 4 COLE STANDARDS FOR ALL DETAILS NOT SHOWN. - EW'fiES -- 12-3f-05 - 4. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO- REFER TO UBC SECTIONS 2324, 2325 AND 2326. (I A. NOTIFY THE SPECIAL INSPECTOR THA',' THE WORK IS READY FOR INSPECTION AT LEAST 1. NAILING - USE COMMON WIRE NAILS OR EQUIVALENT PNEUMATICALLY DRIVEN NAILS 24 HOURS t3EFORE SUCH INSPECTION. (P-NAILS). A3 INDICATED BELOW. MINIMUM N41LiNG PER UBC TABLE NO. 23-I-Q B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNLE55 NOTED OTPERW15E ON PLANS. te,==:.':;• *moi:..; UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL G. PROVIDE THE SPECIAL INSPECTOR WITH ACCE55 TO APPROVED PERMIT PLANS AND NAIL NAIL DIAMETER LENGTH APPLICATION SPECIFICATIONS AT THE ,JOB SITE. U3I� D. MAINTAIN AT THE JOB BITE COPIES OF ALL REPORTS 5UBMITTEf1 THE SPECIAL 349D COMMON N/A _- 5'4' 4x DECKING 7 B INSPECTOR. 12D COMMON - 0.148'0 P-NAIL 3-1/4' -- SOLE PLATE- ` 12D Cc"MON 0.148'0 P-NAIL 3-1/4' GEN. FRAMING 5. DEFINITIONS -- - - A. CONTINUOUS INSPECTION MEANS 'HAT THE SPECIAL INSPECTOR IS ON 51TE AT ALL _ 12D COMMON 0.148'0 10-NAIL 2-1/2' WALL SHEATHING 1 TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. - - - --- -- - B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE Al TIME �!0D COMMON 0 ON 0.148' P-NAIL 2-1/2' FLU'-)R SHEATHING n , IN"TERV41_5 NECESSARY TO CONFIRM THAT rHE WORK REL.1UIRING SPECIAL INSPECTION 8D COMMON 0.131'0 P-NAIL 2-1;2' ROOF SHEATHING i 1.5 ;N CONFORMANCE WITH APPROVED PERMIT PLANS AND 5PECIF•ICATION6. (PER PL4N.`5) 8D, 101) OR I&D N/A 2-I/8' STRAPS 7:1 S. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD, DRY CCMPLETED CD TO A MAXIMUM MOISTURE CON1ENT OF 5%. 04 S. PREFABRICATED WOOD TRUSSES: `1_'' A. REFERENCE STANDARD - UBC STANDARD 25-11 4 ICBO APFRCVED PER UBC 104.2.8 �ccv ' t�e'r ' STRUCTURAL OBSERVATION B. DENCEAND FABRICATED T - PROVIDE WOOD TRUSSES �+ - AND FABRICATED TO SUPPORT THE LOADS SHOWN ON DRAWINGa WITH L. �-;- DESIGNED r`fi`r` TOTAL LOAD DEFLECTION LE55 THAN L.36C. DESIGN Bl• A PROFESSIONAL ENGINEEIz ■ ,� Q ESTABLISHED PER CHAPTER 11 OF THE 1998 OREGON STRUCTURAL REGISTERED IN OREGON F'ER USSC IG76.32. ~ vim] tDn .ice SPECIALTY CODE (OSSC) G. SUBMITTALS: (3 COPIES) u; � f il3;a.3"1:: •: - �_:•,' UNLESS NOTED OTHERWISE, ENGINEER OF RECORD (EOR) SHALL MAKE PROVIDE COPIES OF THE DESIGN CALCULATIONS AS A DE=FERRED SUBM;T'TAL � C �.. STRUCTURAL OBSERVATIONS. PER C55C !06.3.4.2 WITH THE ENGINEER OF RECCRD'S APPROVAL STAMP INDICATING rn-. � - v ACCEPTANCE OF THE DE51GN PER 0550 106.3.4.1 = • TYPES CF WORK COMMENTS 10. UNLESS NOTED OTHERWISE, ALL BEAMS 4 GIRDER TRUSSES TO BE (� 1 1 b +' SUPPORTED AT ENDS BY: �•a..•� -� A. MULTIPLE STUDS EQUAL TO BEAM WIDTH (TRIPLE STUD MIN) WHEN C-3ENERAL FRAMING AFTER FRAMING IS COMPLETE LOCATED IN WALL. CONTINUE ON ALL. FLOORS DOLLN TO tiJ FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN 5TUD5 TOGETHER WITH 16D * 12' O.C. .� x PROGRA'"1 FOOTNOTES: B. SOLID POST EQUAL TO BEAM WIDTH WHEN FREE STANDING. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. + 1. EOR TC SUBMIT A FIELD REPORT TO THE BUILDING DEPARTMENT CORRESPONDING TO EACH WORK ITEM LISTED. 11. SEISMIC HOLDO'WN SYSTEM - SIMPSON AT5, ZCNE 4, INQUEST EARTHBOUND OR 2. STRUCTURAL OBSERVATION DOES NOT INCI_UL:�E OR WAIVE THE REQUIREMENTS FOR SPECIAL INSPECTION OR ICBO APPROVED EQUAL, OTHER INSPECTIONS REQUIRED BY THE CODE. A. PROVIDE A SYSTEM SUBJECT TO THE ECRB APPROVAL TO SUPFCRT THE LOADS 3. 15TRUCTURAL OBSERVATIONS BY ARCHITECT OF RECORD (AOR) SHALL BE PER PROGRAM SHOWN ON SHOIUN CN THE DESIGN DOCUMENTS. ARCHITECTURAL DRAWINGS. B. SYSTEM SHALL INCLUDE AN ANTI-SHRINK DEVICE SUBJECT TO THE EOR.5 APPROVAL. C. SUBMITTALS: SHOP DRAWINCs5 INDICATING THE DESIGN ANG DETAIL5, 4 COPIES. GRAPHIC LEGEND x DETAIL REFERENCE Na TES, LEGENDS & SCHEDULES i Date 04-08-05 w - - RvvWorlls Job No._ F RA55 Scale -- •al -Drawn BY-____ �_ JSC Phase CU -Computer FII• - - - Shoot /v 0101 0 Copyright 7004 '' Paul Franks Architects 7..i�j ,Ey PLY..!fit i 1 L Y ,. -•-..__�,�,-„• ..,:,.,nr�'+�ii4•ru,t.n..a�~ . .... 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