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Home My WebLink AboutPermit File BLD-2019-0511 1715 O Avenue (4) O21'-4[" © IS'-II " 0 6'-II" 0 17'-2i" 0 14'-31 6 BASEMENT FRAMING NOTES: / / LO / i I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS 1/53 2 > BY FOR GENERAL INFORMATION H THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL,ED _ — — — ELECTRICAL, AND MANUFACTURER'S DRAWINGS BEFORE _ _ _ _ r J - - — — CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT - I O I — — — I TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. I - n r i G1/53.2 2. SEE SHEETS 51.0 TO 51.2 FOR STRUCTURAL GENERAL NOTES AND QUANTUM I v ABBREVIATIONS. SEE SHEETS 53.0 TO 53.2 FOR CONCRETE CONSULTING ENGINEERS 4q>x 4" CONCRETE DETAILS. SEE SHEETS 54.0 TO 54.1 FOR WOOD DETAILS. 1 h I ( I L - - 1 SLAB-ON-GRADE > SEE NOTE 3 I 3. SLAB-ON-GRADE SHALL BE 4" THICK CONCRETE REINFORCED WITH SUITE1T 323 HIRDAVENUE I I - I #4 ® lb" O.G. EACH WAY, U.O.N. SEE ARCHITECTURAL DRAWINGS FOR SEATTLE,WA98101 I I ADDITIONAL INFORMATION REGARDING SUB-GRADE MOISTURE TEL 6.957' 900 I b I I I ^ci BARRIER AND ELEVATIONS, ETC. �,,��me,� `J?+ I I 4. FOR SLAB-ON-GRADE JOINTS, SEE DETAIL 5/53.0. I 5. FOR SLAB STEPS, SLOPES AND FLOOR DRAINS SEE ARCHITECTURAL \—rs I ' n j DRAWINGS. FOR STEP IN SLAB SEE DETAIL 4/53.1. FOR STEP IN j FOOTING SEE DETAIL b/53.0. SEAL: =d '/? j b. ALL BEARING/SHEAR WALLS SHALL BE WALL TYP FOR INTERIORIN I is I +R I WALLS, TYPE %FOR CORRIDOR WALLS, TYPE .. OR PARTY i K R 1 1 Ia ' ;: Atei I I ° I I I BEARING WALL SCHHE E PE EXTERIOR/54.0. BEARING WALL CALLLOUT TYPES A� //• j/ . I I I i I - n I I APPLY FOR THE FULL STACKED HEIGHT OF THE WALL. r+ I j I ?. POSTS INDICATED ARE ABOVE THIS LEVEL. o,�f aisN dl +L b- j ^ I 1 6/53.2 > 1 I ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN ' I I I MEMBERS OF EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP 4/53.2 I L J L I , MEMBERS (SUCH AS A 4x6 FOR (3) 2x4). SEE 10/54.0. PROJECT: r , _ _ -1 8. 5W-x INDICATES GHCAR WALL AT THIS LEVEL. SEE SHEAR I 1 Z0 - 1 I WALL SCHEDULE 8/54.0 FOR SHEATHING, BLOCKING, NAILING, I I II o I I AND HALL BE �HER ATHEDLT PER SWMbHTS. ALL GRITERIA U.O.NEXTERIOR WALLS i j � _ _�_ I I FIDALGO FLATS L _J L J i I. HD* INDICATES CONTINUOUS ROD HOLDOWN MARK. REFER TO THE O — — — — ___I _ _, I _ _ _ I I_ _ _ I I - - -+ - - - - - - - - — - - - - —r - _ - - — CONTINUOUS ROD HOEDOWN SCHEDULE ON SHEET 52.1 FOR n UPLIFT FORGE AND AMOUNT OF STUDS. SEE DETAIL I2/54.1. 1'-3" SLAB-ON-GRADE w/ 4�` I ^ I $15 ® 12" O.G. E.W. BOT. $ 1 -I I I 10. FOR 5HEAR WALL ELEVATION SEE DETAIL 12/54.1. #4 ® 12" O.G. E.W. TOP I'-4" 5/53.1 1014 18 T H S T. / / I TYP. HOLDOWN (PROVIDE 3" CLEAR AT THICKENED 1 II. FOR ELEVATOR GUIDE RAIL PLATE ATTACHMENT SEE DETAIL 5/54.4. I COVER FOR BOT. BAR b 1 < > ' ANACORTES WA ' 2" COVER FOR TOP BAR) I 11 I SLAB FTG. 1 APPROVAL: I I I ^ I ' I 8/53.2 L _ _ _ _ _I L 10/53.1 J 0 I I v N., - il-- - - - - - - - - - - - — - — - - — - - -! 2/53.1 > ( 9/53.2 I A I I I I I I I I I p lam: I I I I I 54-x INDICATES 5HEAR WALL i i TYPE AT TH15 LEVEL. I I I SEE PLAN NOTE 8 _ _ + + INDICATES WOOD WALL OR 5HEAR WALL ING ABOVE. 17 \ - - � - - - - — - - — - - — - - — - - - - - - - - ' - - - - - - - - - - - - - - - - - - — - — — — — — — — — — — SEE PLAN NOTES 6 $ 8 I � 1 � II I + r INDICATES NON-BEARING/ NON-5HEAR WALL ABOVE. n PERMIT REVISIONS 12/17/19 / \ PERMIT REVISIONS 10/7/19 / INDICATES CONTINUOUS ROD PERMIT SET 5/7/19 HOLDOWN TYPE AT THIS PERMIT DATE DATE LEVEL. SEE PLAN NOTE 9 4 {_ NO. DESCRIPTION DATE BY �OUNDA�TI ON/B SEMENT FLOOR PLAN ISSUES: 0 REVISIONS: INDICATES ADDITIONAL SCALE: 1/4" = I'-0" STUD. S EDDETTAIL 112S 2//54.1 P.E. QCC DRAWN BY: TTH 1 INDICATES FOOTING SCALE: AS SHOWN DATE: 5/7/19 JOB NO. 19085.01 SHEET TITLE: e r \--1 INDICATES CONCRETE FOUNDATION FOUNDATION/BASEMENT WALL ABOVE _ FLOOR PLAN a O n N q3 SHEET NO. a h 3 S2 . O 0 y I b O S. It a O _________ © T 0 2/53.0 TYP. AT NALL 27'-4 " 18'-II b'-II" 4 It-2 " / 14'-3 / I INTERSECTIONS FIRST FLOOR FRAMING NOTES: / 5W-2 5P4-2 51-2 LO I I. SEE SHEETS 51.0 TO 51.2 FOR STRUCTURAL GENERAL NOTES AND K I 1/53.1 ) I/53.2 ) I _ ABBREVIATIONS. SEE SHEETS 53.0 TO 53.2 FOR CONCRETE DETAILS. •Q , ; .29 Z4�' ZOO kt I � SEE SHEETS 54.0 TO 54.7 FOR WOOD DETAILS. r_I_ - _ _ -.-I _ _ y _ o _ o I - 2. TYPICAL FLOOR FRAMING CONSISTS OF ty2" (MAX.) GYPGRETE OVER 0 �� - . a - Millik I - ,� - - I 23/32" APA RATED TAG SHEATHING (INDEX 48/24), LAD FACE GRAIN r T 7 F , 1 1 lr -1 .rs�4 1 re/r77/fi - i IPERPENDICULAR OVER II- i/8" TJI 210 JOISTS AT Ib" O.G. HANG TJI .. �T1 , t" JOISTS WITH ITS TOP FLANGE HANGERS AT FLUSH BEAMS WHERE QUANTUM �q� 401 „ OGGUR TYPICAL U.O.N. 4" CONCRETE , 4 CONCRETE CONSULTING ENGINEERS < SLAB-ON-GRADE I ;II----J L o J� i < SLAB-ON-GRADE I >I 3. NAIL FLOOR SHEATHING TO FRAMING WITH 8d NAILS (0.131"0 x 2.5" SEE NOTE 3 ^ 1 ^ ^ SOJ, I SEE NOTE 3 LONG) AT 6" O.G. AT ALL PANELS EDGES AND 8d NAILS AT 12" O.G. AT 1511 THIRD AVENUE 10/53.1 I I n 2/532 I 10/53.1 \.; /Bq INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. SUITE323 8(53.1 I ( SEATTLE,WA 98101 I •y+� j /619+ I` TYP. HOEDOWN / 5 TYPICAL STAIR TEL 206.957.3900 / 4. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS FAX 206.957.3901 `b\ AT GONG. WALL , ^ STRINGER PER ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED www.quardumce.com I I / I/54.1IBY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, 1 iy I/54.3 1 1 �Q 1 SIM. 1 ELECTRICAL, AND MANUFACTURER'S DRAWINGS BEFORE I \ L J C 1 1 L.i I �� .- tL =I I CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT ,y 1 N t2 0) ,QJ f I TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. �q I r �.+sr I i . �0�� L - - J J I t 1 ,y+t` I / I 5. SLAB-ON-GRADE SHALL BE 4" THICK CONCRETE REINFORCED WITH SEAL: 1 I _ _ -I( L _ '\ �J I I *4 ® 16" O.G. EACH WAY, U.O.N. SEE ARCHITECTURAL DRAWINGS FOR ir k b +b ry+ - CF2.0� I +V ?94R I q/53.2 I 1/S3.1 ADDITIONAL INFORMATION REGARDING SUB-GRADE MOISTURE K• $f 1 ® * _`\ - `q\� `� i O i �I,- v v BARRIER AND ELEVATIONS, ETC. ,� oI al I 1 >x - - II/53.2 1 I +, 'L+ b. FOR SLAB-ON-GRADE JOINTS, SEE DETAIL 5/53.0. /IV , . jc1 I I EI I 7+ TYP. 1 I �J\ Ia"o ��a +b • I _ l I f I/53.2 II/53.2 `1 I I v'j - 1 I I 7. FOR SLAB STEPS, SLOPES AND FLOOR DRAINS SEE ARCHITECTURAL / '0� � ' b I_ - - - - J-- - - ; 1/53.2/ry+ /* JttO> - - 1 DRAWINGS. FOR STEP IN SLAB SEE DETAIL 4/53.1. FOR STEP IN1 `n\ 1 I I I ��i q'/b y I t FOOTING SEE DETAIL 6/S3.0. L L J L ---� +v r� 1 I - - 5W-2 03 8. ALL BEARING/5 EAR WALLS SHALL BE WALL TYPE A FOR INTERIOR I- r �` _ _ - _I" .. �� r I -� WALLS, TYPE FOR CORRIDOR WALLS, TYPE OOFOR PARTYWALL PROJECT: �q� 1 SW�2 ��ac° +�� ZQ� �� SYV-2 �Qtx /<• 5W-ZI /liL� J7 �� / II Lr , BEAR�NG WALL SCHEDULEFOP ERXTERIOR WALLS, U.O.N.. SEE WOODIb - r b3/53.� 5/53.1 1 I 1 O E 12/54.0. BEARING WALL CALLOUT �+ R17+77 0 TYP. HOEDOWN AT q m 1 I 1TYPES APPLY FOR THE FULL STACKED HEIGHT OF THE WALL. T ��^��rr c 2 _ _ _ _ 0 THICKENED SLAB 1 ^ p ^ 1 I I I < 2/532�\ II ° I' FIDALGO FLATS 1 ` �i SyW-2 I �� 2 I2/54.3 3/54.51 Ir I �4,y - f I Bq Nt 1 I I y q. POSTS INDICATED ARE ABOVE THIS LEVEL. O - - _ _ _ I 1 ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN 1, _ r I ^ 1, +b I I ! L _ _ _ _ MEMBERS OF EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP ) /S32 \� 1 I I MEMBERS (SUCH A5A4xb FOR (3) 2x4). SEE 10/54.0. 1 K* 1 yam/ II4/S4413/53.2 y51M. 1 1 I I J7� 10. FORTOPPLATESPLICESEEDETAILb/54.2.0 1 2/53.2 �p I 1 1s ° 1 1014 18TH ST. r 1 A I n I I 1 1 • /I 2/53.1 -' I I I IL SW-x INDICATES SHEAR WALL AT THIS LEVEL. SEE 5HEAR A N A C O R T E S W A 1 I f 1 A I A WALL SCHEDULE 8/54.0 FOR SHEATHING, BLOCKING, NAILING �t.��.��w.��/ /�� IL I 1 pc pAPPROVAL: /1\ +b 1 - ,�+b r 1 4/532 I 3/54.3 1 �y+ ry+ AND ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS 1 b\'yam I fA A �,�\ y0��+6 1 I 51M. �\ `\ J SHALL BE SHEATHED PER 5W-6 CRITERIA U.O.N. A \ 1 I 10/53.1 3/53.2 / I I I NiIr a h - --- --- - -- - _u _ _ _ _ _ - _ _ - _ - - . _ J_ _ _ - - 12. HD* INDICATES CONTINUOUS ROD HOLDOWN MARK. REFER TO THE V53.1 I rn n _1__ 1 - -'--i1 CONTINUOUS ROD HOLDOWN SCHEDULE BELOW FOR UPLIFT V -1 - b N 1 --- I bLb b I L FORGE AND AMOUNT OF STUDS. SEE DETAIL 12/54.1. I 1 ry+ # +h , .+1,` ry+ ry+ 1 ry+ t -1I ('1 U7 1'y \'L �\ Q*\ 7532 � 13. HDU INDICATES HOLDOWN TO CONCRETE FOUNDATION WALLS OR \ I I N I 1 I _ I , `1 1 I I \ry ` A \ ( 10/53.1 FOOTINGS. SEE DETAIL 4/54.1. - I 1 I I '+\ry+b I on' 14. FOR SHEAR WALL ELEVATION SEE DETAIL 12/54.1. r- I I _ 4 ZO ` yc Ib -� r I 1 : 1 ry l 1 i •�� ,(1 1 1 I I I I 1 iI 1 I INDICATES FRAMING DIRECTION I L _ ^ c.v. qi I I I I 0/53.1 I 7/53.1 I 1 `�+6 �+ I INDICATES EXTENT OF FRAMING I 6 I L _1 r L I 1- t r _ _ b _ J " I A4. + INDICATES WOOD BEARING D T -I- - - - - - - - - - - - - - - - r - - - ,1+ - - - - - 1 �-= - - - WALL OR SHEAR WALL ABOVE. L- I- �� b _ SEE PLAN NOTES 8 4 II / 'y tv \'Y+ 'Y q�` 1 JOIST I BEAM SCHEDULE 1 -. - INDICATES NON-BEARING/ I �• 6/53.1 ` < 7/53.1 I TYP. HOLDOWN MARK SIZE NOTES NON-SHEAR WALL ABOVE. A PERMIT REVISIONS 12/17/19 5W-2 AT FDN. 51-2 A PERMIT REVISIONS 10/7/19 JI IIYg" TJI 360 ® I6" O.G. ITS \ry+ INDICATES MULTIPLE PERMIT SET 6/7/19 FOUNDATION i F I RST J2 1116" TJI 560 ® 1b" O.G. ITS / 5 PLAN ABOVE.STUD POST q PERMIT DATE DATE FLOOR FRAMING PLAN CONTINUOUS ROD HOLDOWN SCHEDULE J3 III3" TJI 210 @ I6" O.G. ITS NO. DESCRIPTION DATE BY AkC INDICATES CONTINUOUS ROD ISSUES: 0 REVISIONS: A ' _ J4 2x12 @ 24" O.G. - HOLDOWN TYPE AT THIS P.M. JHR SCALE: 1/4 - I O MARK ROD SIZE EMBEDMENT BASEMENT/LI L2 L3 L4 L5 IN DEPTH IN J5 q4" TJI 230 @ lb" O.G. ITS `rQ + LEVEL. SEE PLAN NOTE 12 P.E. QCC FOOTING FOOTING CAP O # STUDS 0GAP O # STUDS 0CAP O # STUDS 0GAP O # STUDS O CAP O # STUDS C Jb *2" TJI 230 @ 12" O.G. ITS \ry DRAWN BY: TTH (3) 2x6 (3) 2x6 (3) 2xb (3) 2xb (3) 2x6 1 „ INDICATES ADDITIONAL SCALE: AS SHOWN HDI fie" 15" 6.5k 4.0k 4.0k 4.0k 4.0k J7 q/2 TJI 210 @Ib O.G. ITS STUDS REQUIRED. DATE: 5/7/19 (3) 2x4 (3) 2x4 (3) 2x4 (3) 2x4 (3) 2x4 1 SEE DETAIL 12/54.1 • BI 3/2xIIYe L5L HHUS410 JOB NO. 19068.01 (3) 2x6 (3) 2xb (3) 2xb (3) 2x6 (3) 2x6 SHEET TITLE: HD2 'a"0 15" q.5k lk 40k 40k . 4.Ok B2 5%ax11% PSL HGLTV (3) 2x4 (3) 2x4 (3) 2x4 (3) 2x4 (3) 2x4 ® INDICATES SPREAD s B3 (2) IVII LSL - FOOTING TYPE PER 10/53.2 (3) 2x6 (3) 2x6 (3) 2x6 (3) 2x6 (3) 2x6 FOUNDATION & HD3 ve 15" 13.0k (4) 2x4 Ilk (4) 2x4 5.4k (3) 2x4 4.Ok (3) 2x4 4.Ok (3) 2x4 B4 4x10 irs1 INDICATES FOOTING FIRST FLOOR N HD4 I�"� IS" 21.5k (5) 2x6 15.Sk (4) 2x6 IO.gk (3) 2xb 5.5k (3) 2x6 4.Ok (3) 2xb B5 514x1 P5L - (1) 2x4 (5) 2x4 (4) 2x4 (3) 2x4 (3) 2x4 B6 I�/axllya LSL 4U00I.81/II FRAMING PLAN (5) 2x6 (4) 2x6 (3) 2x6 (3) 2x6 (3) 2x6 ll� PSL - INDICATES CONCRETE FOUNDATION SHEET NO. HD5 114 0 20" 26.5k (8) 2x4 IS.bk (6) 2x4 12.Ok (4) 2x4 b.bk (3) 2x4 4.Ok B'I 7x(3) 2x4 WALL ABOVE Q. ' 138 7x1 PSL - i AREA DESIGNED FOR 100 P5F LL OI TOTAL NUMBER OF WALL END HOEDOWN STUDS A5 SHOWN IN DETAIL 6/S3.1 AND DETAILS 2, AND 6 ON 54.1. Bq 3Iaxgla LSL - %%%% (EXIT) S 2 • 1 ifa , 0 THE HOLDOWN CAPACITIES SHOWN IN THE SCHEDULE INDICATE THE MINIMUM REQUIRED TENSILE CAPACITY OF THE THREADED RODS, ASD LEVEL. BIO 5�x12 GI_ - iz BII NOT USED - O 27'-4 © IS'-II © b'-II" O 171_2 I4'36 6 SECOND FLOOR FRAMING NOTES: v BOLT-ON METAL BALCONY PER ARCH. d 10/54S I BIDDER DESIGNED METAL I. SEE SHEETS 510 TO 51.2 FOR STRUCTURAL GENERAL NOTES AND - VA.; CANOPY BY OTHERS I 9/4-2 I `SM�-2 BOLT-ON METAL BALCONY ABBREVIATIONS. SEE SHEETS 54.0 TO 54.1 FOR WOOD DETAILS. j PER ACH. 8 61/54S2/543 > 2/S43 2/543 2. TYPICAL FLOOR FRAMING CONSISTS OF lYz" (MAX) GYPGRETE OVER L B3 63 - r B1= 23/32" APA RATED TICS SHEATHING (INDEX 48/24), LAID FACE GRAINMk ' 15L b- .� I ,1 ,, ,. PERPENDICULAR OVER II-7/8" TJI 210 JOISTS AT Ib" O.G. U.O.N.. HANG I/54.3 I - 1j ' - - - 3 TJI JOISTS WITH ITS TOP FLANGE HANGERS AT FLUSH BEAMS WHERE 5 M. v J5 i, .id y OCCUR TYPICAL, U.O.N. QUANTUMCOM `TING E m oJ3 In ERS / oJ3 / 4 0 / m' 3. NAIL FLOOR SHEATHING TO FRAMING WITH Sd NAILS (0.131"0 x 2.5" • v BI " \ 8/^3 3^3 I /^ 3^3 I LONG) AT 6" O.G. AT ALL PANELS EDGES AND 8d NAILS AT 12" O.G. AT 1511 THIRD AVENUE ^ SIM. INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. SUITE323 3/54.3 n I I BI - " 0, SEATTLE,WA 98101 'III �!I t L 4. ALL BEARING/5 EAR WALLS SHALL BE WALL TYPE 0 FOR INTERIOR nz :95j.3901 • V 19 7.,‘ .4 WALLS, TYPE FOR CORRIDOR WALLS, TYPE O FOR PARTY ,Nww.quantumce.com J3 J3 J3 m J3 / I > oJ3 / / m J3 / WALLS, AND TYPE O FOR EXTERIOR WALLS, U.O.N.. SEE WOOD 3/54 4 BEARING WALL SCHEDULE PER 12/54.0. BEARING WALL CALLOUT TYP. AT FLUSH - r- nI Bpi �\ 1n L J +� m TYPES APPLY FOR THE FULL STACKED HEIGHT OF THE WALL. cn FRAMED HDR. + .i+ �\ ry 5. POSTS INDICATED ARE ABOVE THIS LEVEL. ALL POSTS NOT \p\� \D �\ f� r �\ _ SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN MEMBERS OF SEAL: �� ,� m A Ida:9 �� I I 81 � +� m EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS Jam+ 12/54.3 �+ Q c� \ry- ri' �'J? (SUCH A5 A 4x6 FOR (3) 2x4). K RI \ \� I C 6 e r' o .,\ \ BI Si+ b. PROVIDE SOLID OR BUILT-UP WOOD P05T5 BENEATH THE ENDS OF ALL ti \ E _ a I/54.3 FLOOR BEAMS AND POSTS ABOVE FOR SOLID BEARING PER POST ç-'4-'/ . S TYPICAL STAIR +� SCHEDULE IN 10/54.0, U.O.N. (FILL J015T SPACE A5 WELL PER "I/54.2). ��/ B7 \'y \� � STRINGER PER K\ / ' o 2-SPAN^ I/54.5 " I/54.17. ALL FLOOR HEADERS NOT SHON ON PLAN SHALL BE 1011 3 13 L5LNTERIOR Id - > �° v `5V4-2 BEARING WALLS. SEE IIO/54.2 FORFLUSH RIM FOR EXTERIOR 1NALL5 A TYPICAL HEAER ND (2) 2x10 FOR (DETAIL AND i II I " - \ ( __ _, I/`- •3 II/54.2 FOR FLUSH CONDITION. PROJECT: u BI 11IIL C� ,. _ I 43 SW-2 �- (71t v BI , S. FOR TOP PLATE SPLICE SEE DETAIL 6/54.2. II/5 �r�W-2 10/54.3 I II/54.3 I T u`fii q. ALIGN A JOIST OR JOIST BLOCKING OVER THE FULL LENGTH OF ALL A I/545 V m m o 5Mrr2 7/54.4 o J3 �^ 1 J3 e ra ��\ J3 oJ3 J3 < II� > A BEARING/5HEAR WALLS. SEE 8/54.0 FOR SPECIAL SHEAR WALL F I D A L G O FLATS 2 6/54.3 > < SY54.3 1/54.3 BLOCKING REQUIREMENTS. - BI " ', - - _ r��_ _ L_ _ _ __ _ _ _ _ - _ _ - _ _ - 10. 5W-x INDICATES SHEAR WALL AT THIS LEVEL. SEE SHEAR WALL _ _ _ _ _ _ _ _ _ O 1 M5T37 BEAM �� 1 u - .fir SCHEDULE 8/54.0 FOR SHEATHING, BLOCKING, NAILING, AND ■ -_` L J- _ - _ _ _ _ _ TO TOP PLA , I 3/54.3 V� \�'L+b - ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL 2 i_- Q�' J3 51M. I BE SHEATHED PER 5W-6 CRITERIA U.D.N.( 1014 18TH ST. ( el. I I 2/54.3 oST ® II. FOR KING STUD SCHEDULE, SEE DETAIL 12/54.4. A N A C O R T E S WA r SIM. eJ __- APPROVAL: n BIDDER DE51 a # z �y+b �sJ? •y+b ��\ +10 �\�\ ��\ 2/54.3 A c METAL GANG-I ) �; r 4 + Qo� \b\ e� Q� V n BY OTHERS Q m °- I 131 - - - - - - - - -B� -� - - - - - - -TL - 12/54.3 �y+�` Ma n i (2) SPAN +Is 'I*b` �\ �\ Y i < 12/54.3 ,\ry >\ < 3/54.3 4/54.4 I I et�J'j n m el m /Cc;)k \ ; 54.3 `�+� J i li / ' i , IQ B2 I, o an Ike Bv i� ^ �' �eJ7. �/ „r HGU55.50/12 I ''I J, : 12/54.3 12/54.3 T I j /% �J III 9 ;l J3 J3 J3 �8j /o/ -J in I , �' INDICATES FRAMING DIRECTION � e >�il ^ IrtA7L 1 ^ I INDICATES EXTENT OF FRAMING 3/54.2 r]i 4/54.3 �+ 51M. \ I 5W-x INDICATES SHEAR WALL BI c BI rJ 51M. I ,�� HHU54101 I ; 7�i- -- -- _ _ _ _ TYPE AT THIS LEVEL. _-I �Irr�:-- p� - ,_. __ �- SEE PLAN NOTE 10 D ' cr 541-2 Q HGU5.50 - 5D5 0��\, �.*Q�B ' 2 `i43 co\ry+• \\ry+b INDICATES WOOD SEARING C �'1• 2 2/54. Q I 2� �� B WALL OR SHEAR WALL ABOVE. n PERMIT REVISIONS 12/17/19 a RIGHT FLANGE Zp CONGEALED 3'� - BOLT-ON METAL BALCONY BIDDER ESIGNED ._ --- SEE PLAN NOTES 4 4 10 ,L PERMIT REVISIONS 10/7/19 PER ARCH. 110/54.5 METAL CANOPY Q INDICATES WOOD BEARING PERMIT SET 6/7/19 BY OTHERS 3 - - PERMIT DATE DATE WALL OR 5HEAR WALL BELOW. SEE PLAN NOTE q NO. DESCRIPTION DATE BY Ali SECOND FLOOR FRAMING PLAN ISSUES: O REVISIONS: B r NON-BEARING/ P.M. JHR ‘111" SCALE: 1/4" = 1'-0" JOIST SCHEDULE BEAM SCHEDULE NON-SHEAR WALL ABOVE. P.E. acc MARK SIZE NOTES MARK SIZE NOTES C CONNECTION AND T2 ILS FOR DRAWN BY: TTH DETAILS SCALE: AS SHOWN JI Illg" TJI 360 ® Ib" O.G. 175 BI 31ax11% L5L HHU54I0 -0-4 INDICATES HEADER MEMBER. DATE: 5/7/19 J2 Ills" TJI 560 @ lb" O.G. ITS B2 51/4x11% P5L HGLN SEE PLAN NOTE 1 JOB NO. 19066.01 SHEET TITLE: J3 Il%" TJI 210 @ 16" O.G. ITS B3 (2) 1%xll% L5L - J-x INDICATES JOIST PER SCHEDULE. J4 2x12 @ 24" O.G. - B4 4x10 - SECOND FLOOR B-x INDICATES BEAM PER SCHEDULE. J5 qt" TJI 230 @ lb" O.C. ITS B5 514x1 PSL - It FRAMING PLAN r J6 q!" TJI 230 @ 12" O.G. 175 B6 I3i4xIllg La. HUGQI.SI/II `\ INDICATES MULTIPLE STUD POST ABOVE. N J7 Oa" TJI 210 @ 16" O.G. ITS Bl 7xlllb P5L - SEE PLAN NOTE 5 B8 7x1 P5L - ��\ INDICATES POST SHEET NO. is e. 8q 3laxq L5L - 2� BELOW 510 516xI2 GL - // AREAS DESIGNED FOR S2 . 2 BII NOT USED - 100 P5F LL (EXIT) cc), 0 i O2l'-4 " © IS'-II 0 6-1 1" 4 I1'-2 ' 0 14'- 6 THIRD FLOOR FRAMING NOTES: BOLT-ON METAL BALCONY / 2/54.3 -> / / - PER ARCH. 6. 10/54.5 I. SEE SHEETS SILO TO 51.2 FOR STRUCTURAL GENERAL NOTES AND _ -= Sli-3 14 I/54.3 5/1-3 I SM-3 BOLT-ON METAL BALCONY ABBREVIATIONS. SEE SHEETS S4.0 TO 54.1 FOR W00D DETAILS. �� ,� SIM. PER ARCH. 8 q/54S 2/S4 3 '2/54.3 > / 2. TYPICAL FLOOR FRAMING, CONSISTS OF h" (MAX) GYPCRETE � 10/54.6 � I � / �c__� B� _ _ - - gE , OVER 23/32" APA RATED T1G SHEATHING (INDEX 48/24), LAIDMk 9� r. F� i - f FACE GRAIN PERPENDICULAR OVER II-1/8" TJI 210 JOISTS AT 1/54.3m - _ J3 J3 ,� J4 ^ I �, J3 I� lb" O.G., U.O.N. HANG TJI JOISTS WITH ITS TOP FLANGE HANGERS 5 M. J3 w _, J3 0 _ ° / i 0 --• 0 / 3/`S4.5 I ' I/54.3 AT FLUSH BEAMS WHERE OCCUR TYPICAL, U.O.N. QUANTUM A� 'd" / _ I I'! V CONSULTING ENGINEERS 12/54.3 A 3/54.5 ^ ^ m -'y 3. NAIL FLOOR SHEATHING TO FRAMING WITH 8d NAILS (0.131"0 x 2.5" BI • 1 v BI 12/54.3 v I ILONG) AT 6" O.G. AT ALL PANELS EDGES AND 8d NAILS AT 12" O.G. AT 1511 THIRD AVENUE A T "r+ v 2/54.5 � I/54.3 3/543 n I INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. SUITE 323 BI 51M. I , 11 I SEATTLE,WA98101 11 r I BI II ,c 4. ALL BEARING/5 EAR WALLS SHALL BE WALL TYPE O FOR INTERIOR TEL 206.9573900 /� ,o a /3 ^ q'� II WALLS, TYPE e FOR CORRIDOR WALLS, TYPE O FOR PARTY FAX 206.9573901 TEL ce.com J3 3/54.3 J3 8/54.3 J3 3/54.3 J3 0 J3 / i 0 J3 / WALLS, AND TYPE % FOR EXTERIOR WALLS, U.O.N.. SEE WOOD / 3/54.4 e ! e ° Bq I BEARING WALL SCHEDULE PER 12/54.0. BEARING WALL CALLOUT -- TYP. AT FLUSH ; 1_ J I.. TYPES APPLY FOR THE FULL STACKED HEIGHT OF THE WALL. FRAMED NOR. +�` L E. i] MN4, �'b\ _ ,�\�+ I/543 ��r t'+� 5. POSTS INDICATED ARE ABOVE THIS LEVEL. ALL POSTS NOT SEAL: - I 51M. I in: SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN MEMBERS OF r m A ; -�e ^ EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS 12/54.3 K�'y+� n BI V Q() �+ 12/54.3 I T (SUCH A5 A 4x6 FOR (3) 2x4). II. R j BI r CS 6 � m i6 6. PROVIDE SOLID OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL yi R - j ��\T+ - ry+D� ry}�` I ��j ��j_� FLOOR BEAMS AND POSTS ABOVE FOR SOLID BEARING PER POST 4V -r `'C ,� `n\ \ SCHEDULE IN 10/54.0, U.O.N. (FILL JOIST SPACE AS WELL PER 1/542). / 0o lit i7t! Se 1/54.4 / 0 3� - I / - 1. ALL FLOOR HEADERS NOT SHOWN ON PLAN SHALL BE I3/axI l lg L5L L I ci / I/54.3 FLUSH RIM FOR EXTERIOR WALLS AND (2) 2 x10 FOR INTERIOR T - I I V BEARING WALLS. SEE 10/54.2 FOR TYPICAL HEADER DETAIL AND 2/54.3 `� ��Ll/r _ v BI v r -r t_ I I/54.2 FOR FLUSH CONDITION. PROJECT: 8. FOR TOP PLATE SPLICE SEE DETAIL 6/54.2. m 5/54.3 S1N3 4 10/54.3 SW-3 11/543 tn I < / • 1 I m / V e J3 m e J3 m J3 e d < cgi L > ^ `SIM-3 4 1/54.4 q. ALIGN A JOIST OR JOIST BLOCKING OVER THE FULL LENGTH OF ALL BEARING SHEAR WALLS. SEE 8/54.0 FOR SPECIAL SHEAR WALL L FLATS ^ 1/54.4 , I 5w3 I u s 6/54.3 , I r SY54.3 l/54.3 t / FIDALGO D A G O \ v BS 3 1/54.3 BLOCKING REQUIREMENTS. O •` - - u_ - -^ m�B\ - - 7 - - - - - - - r-I' ^ k- - - - - - 74.3 - b J - _ _ - -- I - - - - -I �'- - W - - - - - - - � - - - - - r - - - 10. SW-x INDICATES SHEAR WALL AT THIIS LEVEL. SEE SHEAR WALL D - ti+ SCHEDULE 8/54.0 FOR SHEATHING, BLOCKING, NAILING, AN 10/54.3 > V1 co `7\ ;- - I ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL ° J2 I J3 1 �\ / ° BE SHEATHED PER 5W-6 CRITERIA U.O.N. 1014 1 8 T H ST. ° 1 ANACORTES WA 2/54.3 m II. FOR KING STUD SCHEDULE, SEE DETAIL 12/54.4. - r SIM. `\ 111 - b APPROVAL: CO _ ,y+b i 1 �y+b 'L+ � 'Lj" _I 'L�' r 2/54.3 ii A S__A__, * 41) \ - r VI)t -I - - - - - - - - - - - - - - - -A-cla - - - - - - 4,- - - - - - - - -,-E31 NI - - - - - -- L[___ --F35 _ 1 _ _ _ _ _ _ _ _ _ _ _ _BI _ _ _ - _ _ _ _ _ _ _ _, i_ _ _ _ _ - - , - - - - - - - • J \ 12/54.3 TYPICAL STAIR �. --- 4 12/543 43/54.31 STRINGER PER 1/54.1 \ to � $ m - h [ 1/54.3 2/54.3 \ry+� 6 V 5V 10�.3 A I a 12/54.3 12/54.3 3/54.3 \� I co 9 m J3 �� 0 J3 J3 ° < ° > L�INDIGATES FRAMING DIRECTION / / /4,,, 44-i- I 6I INDICATES EXTENT OF FRAMING Lp T- IA v _ v r _ -"1� ScI+�F- INDICATES SHEAR WALL BI r S I _ �/ D r J - -, - - - - - r Br d S m ACT"t TYPE AT THIS LEVEL. +b <qi SEE PLAN NOTE 10 -� F p `- 3 < 2/54.3 I/54.3 e .3 fib\ E INDICATES WOOD BEARING I Bi A /S3- BOLT-ON METAL BALCONY _ WALL OR SHEAR WALL ABOVE. PERMIT REVISIONS 12/17/19 METAL - - BOLT-ON METAL BALCONY PER ARCH. 8 q/54.5 -' SEE PLAN NOTES 4 8 10 PERMIT REVISIONS 10/7/19 PER ARCH. d 10/54.5 4 1/543 PERMIT SET 6/7/19 _ _ * INDICATES WOOD BEARING PERMIT DATE DATE WALL OR SHEAR WALL BELOW. SEE PLAN NOTE q NO. DESCRIPTION DATE BY Sk, THIRD FLOOR FRAMING PLAN ISSUES: 0 REVISIONS: A F_ INDICATES NON-BEARING/ P.M. JHR '4111" SCALE: 1/4" = I'-0" JOIST SCHEDULE BEAM SCHEDULE NON-5HEAR WALL ABOVE. P.E. OCR MARK SIZE NOTES MARK SIZE NOTES SEE I/54.2 AND 2/54.2 FOR DRAWN BY: TTH CONNECTION DETAILS SCALE: AS SHOWN JI I1113" TJI 360 a lb" O.G. ITS BI 316xII% L5L HHU5410 it-c$ INDICATES HEADER MEMBER. DATE: 5/7/19 J2 I1%" TJI 560 @ lb" O.G. ITS 52 54x11% P5L HGLTV SEE PLAN NOTE 1 JOB NO. 19068.01 J3 11715" TJI 210 ® lb" O.G. ITS B3 (2) I�/4x11% L5L - J-x INDICATES JOIST PER SCHEDULE. SHEET TITLE: J4 2x12 a 24" O.G. - 54 4x10 - n THIRD FLOOR h 1 B-x INDICATES BEAM PER SCHEDULE. J5 qra" TJI 230 ® lb" O.G. ITS B5 5%4x1 P5L - FRAMING PLAN Jb qla" TJI 230 0 12" O.G. ITS B6 1%x11% L5L HUCQI.81/II \j INDICATES MULTIPLE STUD POST Jl Gila" TJI 210 ® lb" O.G. ITS B1 lxlllb P5L - SEE PLAN NOTE 5 138 lxl PSL - 431 INDICATES POST SHEET NO. Is Bq 3laxgla L5L - Qcl° BELOW 3 BIO 516x12 GL - % %% AREAS DESIGNED FOR 100 PSF LL �� BII NOT USED - (EXIT) S2 . 3 b b O ti �i p © © 0 © 6 FOURTH FLOOR FRAMING NOTES: BOLT-ON METAL BALCONY PER ARCH. 8 10/54.5 f -CM _:• I. SEE SHEETS 51.0 TO 51.2 FOR STRUCTURAL GENERAL NOTES AND - k A 3 I r' !Ia n;- ,I 1/54.3 911-3 1 994-3 BOLT-ON METAL BALCONY ABBREVIATIONS. SEE SHEETS 54.0 TO 54.1 FOR WOOD DETAILS. 2/54.3 � SIM. 2/543 � PER ARCH. 8 4/54S 2. TYPICAL FLOOR FRAMING CONSISTS OF Lye" (MAX.) GYPCRETE OVER - --$ I -- =I „� ' I. - O VMIL 23/32" APA RATED SHEATHING (INDEX MAX.), LAID FACE GRAIN J3 ^ J3 ^ ^ 1, , PERPENDICULAR OVER II-1/8" TJI 210 JOISTS AT 16" O.C., U.O.N. HANG I/54.3 o i 0 it / ^ ^ L J3 J3 I 1 TJI JOISTS WITH ITS TOP FLANGE HANGERS AT FLUSH BEAMS WHERE 51M. m ^In ° III ' 1/54.3 OCCUR TYPICAL, U.O.N. QUANTUM 12/54.3 U, 12/^.3 ETD CONSULTING ENGINEERS 3. NAIL FLOOR SHEATHING TO FRAMING WITH 8d NAILS (0.131 S x 2.5 i v BI v T v BI '1 AI A Eli! LONG) AT b" O.C. AT ALL PANELS EDGES AND 8d NAILS AT 12" O.C. AT 1511THIRDAVENUE I/54.3 3/S4 3 T ,� II INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. SUITE323 BI _" II; , SEATTLE,WA98101 Li ji 4. ALL BEARING/5 EAR WALLS SHALL BE WALL TYPE O FOR INTERIORTEL '�'T 3900 .,, ^ ^ ^ FAX 206.957.3901 m WALLS, TYPE e FOR CORRIDOR WALLS, TYPE % FOR PARTY FAX 20 , ,01,t, t J3 3/54.3 / J3 8/54.3 J3 3/54.3 J3 J3 J3 o , o ' o �� WALLS, AND TYPE % FOR EXTERIOR WALLS, U.O.N.. SEE WOOD !� BEARING WALL SCHEDULE PER 12/54.0. BEARING WALL CALLOUT i 3/54.4 TYP. AT FLUSH L J E l J BI _ r TYPES APPLY FOR THE FULL STACKED HEIGHT OF THE WALL. FRAMED NOR. +�` Y a +� /3J,2+ 5. POSTS INDICATED ARE ABOVE THIS LEVEL. ALL P05T5 NOT I \'� n\� `� SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN MEMBERS OF SEAL: LTD 12/54.3 \� I - m EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS __I m �� '� ' � E L \��+ \�y\ry+� B1 lin C 12^.3 \�\�+� (SUCH A5 A 4x6 FOR (3) 2x4). Ct I�• j D1 -- _ b. PROVIDE SOLID OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL S -- - ry+ �1 FLOOR BEAMS AND POSTS ABOVE FOR SOLID BEARING PER POST '� i �y+� \'�\ -- SCHEDULE IN 10/54.0, U.O.N. (FILL JOIST SPACE AS WELL PER 1/54.2). �/ /�/ \ry� I / 10 _'4t ante,. J3 � - 7. ALL FLOOR HEADERS NOT SHOWN ON PLAN SHALL BE 13iaxll% fJ�ONA 10 L /v4 I N =_ _ 1/54.3 LSL FLUSH RIM FOR EXTERIOR WALLS AND (2) 2x10 FOR -11 ,_ _ � + INTERIOR BEARING WALLS. SEE 10/54.2 FOR TYPICAL HEADER r V DETAIL AND II/542 FOR FLUSH CONDITION.y - I! u 2/54.3 BI v _� - PROJECT: Li �I r. I ^ ^ ^ 1. v BI I 8. FOR TOP PLATE SPLICE SEE DETAIL 6/54.2. 5/54.3 5N1-3 < 10/54.3 5W3 II/84.3 in ( c • co m J3 J3 J3 0 -1/544 I. ALIGN A JOIST OR JOIST BLOCKING OVER THE FULL LENGTH OF ALL �.. ( ) o3 i o o I� I� _ BEARING/SHEAR WALLS. SEE 8/54.0 FOR SPECIAL SHEAR WALL F I D A L G O FLATS 0 -^3 1/S4.4 > I .� B5 u 6/54.3 > I 8`'54.3 1/54.3 BLOCKING REQUIREMENTS. �- `� B� ^ -_ - ^ �-L y _ _ v _ _ _ _ r _- _ _ - _ _ _ _ - _ _ _ - iI - - - - 10. SW-x INDICATES SHEAR WALL AT THIS LEVEL. SEE SHEAR WALL I- _ - - - - - - - - - -r 6/54.3 b ! - SCHEDULE 8/54.0 FOR SHEATHING, BLOCKING, NAILING, AND 10/54.3 > V \,��+ ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL `. BE SHEATHED PER 5W-6 CRITERIA U.O.N. 0 -12 / / o J3 I 2 543� ( \ 1014 18TH ST. / m 1 I I. FOR KING STUD SCHEDULE, SEE DETAIL 12/54.4. A N A C O R T E S W A f SIM. _ / , b fl b APPROVAL: t b �'J �y+ X 'L+ _i 'L+ 2/54.3 O - - - - - - - - - - - - - - _ _ , _ _ _ - - - - - ,- - - - - - - - - Bl - - _ I ,� A • ♦ ♦ 12/54.3 TYPICAL STAIR iy+b _- I J ( 12/54.5 ( 3/54.3 STRINGER PER I/54.1 J \'1 m I I 1/54.3 2/5�.3 -' ( ° � S M. SIM. ^ '' � ' al ,\`ti+ I v �J 10/54.5 I 1 B2 v •♦ 55 7-, a : ^ dAji A "06> , 12/54.3 12/54.3 3/54.3 �j r. j I m I Ip !, J3 J3 J3 ; 0 ;o i / of /_x _4 ( ° > INDICATES FRAMING DIRECTION '- L�INDICATES EXTENT OF FRAMING 0 LTD ua am hz=1B1 v ./ t� ♦ EVEBI _:'is-IIIIIISti-x l` I INTYPE ATE I5 LEVEWL. ALL -� - - 3 I/54. SEE PLAN NOTE 10 _ 3 ( 2/I 1 ' SA-3 LW.: , + r INDICATES WOOD BEARING 4.3- BOLT-ON METAL BALCONY WALL OR SHEAR WALL ABOVE. PERMIT REVISIONS 12/17/19 C BOLT-ON METAL BALCONY PER ARCH. $ 61/545 - SEE PLAN NOTES 4 4 10 PERMIT REVISIONS 10/7/19 PER ARCH. 4 10/54.5 ( 1/54.3 PERMIT SET 6/7/19 3 - _* INDICATES WOOD BEARING WALL OR SHEAR WALL BELOW. PERMIT DATE DATE dk FOURTH FLOOR FRAMING PLAN SEE PLAN NOTE q NO. O DESCRIPTION DATE BY ISSUES: REVISIONS: A MP SCALE: 1/4" = 1'-0" JOIST SCHEDULE B 1®BEAM 5C� ULE INDICATES NON-BEARING/ P.M. JHR NON-SHEAR WALL ABOVE. P.E. 0CC MARK SIZE NOTES MARK SIZE NOTES SEE 1/54.2 AND 2/54.2 FOR DRAWN BY: TTH CONNECTION DETAILS SCALE: AS SHOWN JI Ills" TJI 360 @ lb" O.C. ITS BI 31axI1l45 LSL HHU5410 *-¢ INDICATES HEADER MEMBER. DATE: 5/7/19 J2 11%" TJI 560 @ lb" 0.C. ITS 52 514x11% PSL HGLTV SEE PLAN NOTE 1 JOB NO. 19068.01 J3 I111)" TJI 210 6 lb" 0.C. ITS B3 (2) I%ax11.14 L5L - J-x INDICATES JOIST PER SCHEDULE. SHEET TITLE: J4 2xI2 ® 24" 0.C. - B4 4x10 - A 1 B-x INDICATES BEAM PER SCHEDULE. FOURTH FLOOR J5 9la" TJI 230 @ lb" 0.C. ITS B5 5y4x1 PSL FRAMING PLAN • J6 ilia" TJI 230 6 12" O.C. ITS Bb 1%xllls UCQ LSL HI.81/11i. \ INDICATES MULTIPLE STUD POST ABOVE. N i - SEE PLAN NOTE 5 J? ill TJI 210 6 lb O.C. ITS 51 lx117s PSL B8 Tx7 PSL - �\ INDICATES POST SHEET NO. a B9 3Iax4la LSL - '2 BELOW BIO 5lax12 GL - j�,, AREAS DESIGNED FOR 100 PSF LL ,T,i 511 NOT USED - % 72/ (EXIT) S2 . 4 u J C I5' 6 T0t-,F 15' TO _ © 18'-11 © b'-II" © 111-2i" © 14'-� " FIFTH FLOOR FRAMING NOTES: TOP PLATC _ BOLT-ON METAL BALCONY / PER ARCH. S 10/54.5 _3 I. SEE SHEETS 51.0 TO 51.2 FOR STRUCTURAL GENERAL NOTES AND __/ - � L � I/54.3 5 4 SP1-4 BOLT-ON METAL BALCONY ABBREVIATIONS. SEE SHEETS 54.0 TO 54.1 FOR WOOD DETAILS. I 1-151M. PER ARCH. 4 q/545 m 2/54.3 � ^ v 2/54.3 , 2. TYPICAL FLOOR FRAMING CONSISTS OF �2" (MAX.) GYPCRETE OVER \ < > - _ _ �-� . , mmiiilip - 23/32" APA RATED T4G SHEATHING (INDEX 48/24), LAID FACE GRAIN O \ El �_ ' ^ ^ J3 �e J3 ^ ^ PERPENDICULAR OVER II-1/8" TJI 210 JOISTS AT lb" O.G., U.O.N. HANG II- TJI JOISTS WITH ITS TOP FLANGE HANGERS AT FLUSH BEAMS WHERE OCCUR TYPICAL, U.O.N. QUANTUM 12/54.3 cn1�u litCONSULTING ENGINEERS I in �� If " ' 3. NAIL FLOOR SHEATHING TO FRAMING WITH Sd NAILS (0.131"0 x 2.5"v BI �i v ! I/54.3 3/54.3 '11 LONG) AT 6" O.G. AT ALL PANELS EDGES AND 8dNAILS AT 12" O.G. AT1511THIRDAVENUE �- \ ,� INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. SUITE323 SEATTLE,WA 98101 • 4. ALL BEARING/SEAR WALLS SHALL BE WALL TYPE % FOR INTERIOR TEL 'WA3903 FAX 206.957.3901 /‘ ^ I m I WALLS, TYPE S FOR CORRIDOR WALLS, TYPE % FOR PARTY www.quantumce.com I WALLS, AND TYPE e FOR EXTERIOR WALLS, U.O.N.. SEE WOOD �l J3 3/54.3 , o J3 8/54.3 J3 3/54.3 J3 -, J3 e J3 / 0 I / e o e-� 3/54.4 BEARING WALL SCHEDULE PER 12/54.0. BEARING WALL GALLOUT TYP. AT FLUSH n C 1 1 BI 1r C516 x 15 15 TYPES APPLY FOR THE FULL STACKED HEIGHT OF THE WALL. FRAMED HDR. �� - �j TOP PLATE TO / 5. POSTS INDICATED ARE ABOVE THIS LEVEL. ALL POSTS NOT c\ I -- a ?+ TOP PLATE SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN MEMBERS OF SEAL: •_ Q� m ^ J _ 'n I to 61 '7 EQUIVALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS 12/54.3 III ` I ' I/- 3 Qt40 ^ (SUCH AS A 4x6 FOR (3) 2x4). T2i. $ N `� BI , 1 i M. 12/54.3 - 6. PROVIDE SOLID OR BUILT-UP WOOD P05T5 BENEATH THE ENDS OF ALL j , FLOOR BEAMS AND POSTS ABOVE FOR SOLID BEARING PER POST �i• • 4 + I , SCHEDULE IN 10/54.0, U.O.N. (FILL JOIST SPACE AS WELL PER 7/542). cfl .sr 0 cif �� I / - Fs7 9 �j�oi ti 7. ALL FLOOR HEADERS NOT SHOWN ON PLAN SHALL BE I/4x11% L5L °fOxAL J3 FLUSH RIM FOR EXTERIOR WALLS AND (2) 2x10 FOR INTERIOR BEARING 1/54.4 �I `y '5 I 1/54.3 i WALLS. SEE 10/54.2 FOR TYPICAL HEADER DETAIL AND 11/54.2 FOR _ I 'I V FLUSH CONDITION. `' v - - 0 (1PROJECT: 2/54.3 _ BI v ;_- -E -� 11 TO a i v N. BI �_ ` 8. FOR TOP PLATE SPLICE SEE DETAIL 6/54.2. 1. m m 5/54.3 5W�4 10/54.3 ,n SlN� II/543 I 4 i 1 ' ` q, ALIGN A JOIST OR JOIST BLOCKING OVER THE FULL LENGTH OF ALL _ J3 J3 / 1 I 1/54.4 BEARING/5HEAR WALLS BLOCKING REQUIREMENTS.SEE 8/54.0 FOR SPECIAL SHEAR WALL F I D A L G O FLATS N ^ 1/54.4 , 1 e rg a 6/54.3 , SY54.3 1/54.3 - B5 10. 5W-x INDICATES SHEAR WALL AT THIS LEVEL. SEE SHEAR WALL \ - _ - I (CI ^ BI 71_ 3 _ - n-�-1-- - - - - - l - - - - -'- -- • - Ii - - SCHEDULE 8/54.0 FOR SHEATHING, BLOCKING, NAILING, AND O -� 6/54.3 \ +b m ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL 1 10/54.3 � V� �� \� , - BE SHEATHED PER 5W-b CRITERIA U.O.N. �� / , 0 J21 / J3 2/54 3 < > \x / I o > I I. FOR KING STUD SCHEDULE, SEE DETAIL 12/54.4. 1014 8 T H S T. ANACORTES WA r CA r..... I 51M. j I-I APPROVAL: +b \+6 b b I ry+I 2/54.3�"fr C `��l+ C rie (rye I r B - + + - Q - - - -8N - - _55- - - - - -r l a 12/54.3 TYPICAL STAIR -`��+ ( 12/54.3 < 3/54.31 STRINGER PER 1/54.1 4 m n �' 7 I I/ 4.3 2/54.3 m Qd'' _ 1 1 B5 ri - _ / R I I INDICATES FRAMING DIRECTION :c? 3/54.3 ,lll, 1 e > < > /� m "' INDICATES EXTENT OF FRAMING A ,�,1 i %A s it 1 BI BI JAI SPi-x INDICATES SHEAR WALL _1,1117 BI " mil!! ..� IIOI - _ _ _ TYPE AT THIS LEVEL. -- •' - - - �i.-- , • m� SEE PLAN NOTE 10 I7 a (2)-SPAN `I <' �e 1 ry+b • _� 4 I/54.3 c .4 `'b1 I =_ham .- { INDICATES WOOD BEARING 2 PERMIT REVISIONS 12/17/19 fib `4yy 2/54.31 BOLT-ON METAL BALCONY ��. WALL OR 5HEAR WALL ABOVE. I/�� II�j4 5 PER ARCH. 8 1/545 SEE PLAN NOTES 4 8 10 n PERMIT REVISIONS 10/7/19 R J t 1/54.3 PERMIT SET 6/7/19 \ BOLT-ON METAL BALCONY GSI6 x 15'ls" TOP PLATE _ _ INDICATES WOOD BEARING PERMIT DATE DATE PER ARCH. 4 10/54.5 TO TOP PLATE WALL OR 5HEAR WALL BELOW. SEE PLAN NOTE GINO. DESCRIPTION DATE BY l; FIFTH FLOOR FRAMING PLAN ISSUES: n REVISIONS: SCALE: 1/4" = I'-O" JOIST SCHEDULE L INDICATES NON-BEARING/ .- P.M. JHR BEAM SCHEDULE NON-SHEAR WALL ABOVE. P.E. 0CC MARK SIZE NOTES MARK SIZE NOTES SEE 1/54.2 AND 2/54.2 FOR DRAWN BY: TTH CONNECTION DETAILS SCALE: AS SHOWN JI IIlt" TJI 360 ® Ib" O.G. ITS BI 3lax11% L5L HHU5410 iti-Ef INDICATES HEADER MEMBER. DATE: 5/7/19 J2 11%" TJI 560 @ lb" O.G. ITS B2 5!4xI1% PSL HGLTV SEE PLAN NOTE 1 JOB NO. 19066.01 SHEET TITLE: J3 111/e" TJI 210 ® Ib" O.G. ITS B3 (2) 1%xI1Y8 L5L - J-x INDICATES JOIST PER SCHEDULE. ,c J4 2x12 @ 24" O.G. - 54 4x10 - A FIFTH FLOOR to B-x INDICATES BEAM PER SCHEDULE. cN J5 qk" TJI 230 @ IS" O.G. ITS B5 51/4x1 P5L -c. FRAMING PLAN Jb Gila" TJI 230 ® 12" O.G. ITS B6 13/4x11% L5L HUCQI.81/11 \j INDICATES MULTIPLE STUD POST ABOVE. ry J1 q1" TJI 210 @ lb" O.G. ITS 51 lx11143 PSL - SEE PLAN NOTE 5 b B8 ?x7 PSL - .��\ INDICATES POST SHEET NO. Bq 31axgla L5L - Q� BELOW BIO 5 xl2 GL - AREA DESIGNED FOR 100 PSL LL h BII NOT USED jj/ (EXIT/ASSEMBLY) S ■ - b u iz 1 O2 i'-4 11 © 18'-I © b -I I 17'-211 © 141_,Isl 6 ROOF FRAMING NOTES: T g/54. 1 , / b/54.7 > 2x6 DF#2 I. SEE SHEETS 51.0 TO 51.2 FOR STRUCTURAL GENERAL NOTES AND , 111 2xb DM b154.7 � •BA O.G.SPAN 5-0 \ ABBREVIATIONS. SEE SHEETS 54.0 TO 54.'1 FOR WOOD DETAILS. I b" O.G. w/ 5'-0" I BACK 5PAN \ BACK SPAN �\ 136 ^ ^ << b >> I 2. TYPICAL ROOF/ROOF DECK FRAMING CONSISTS OF 23/32" APA Milk JI « )> 4/54.1 I ' e� A 63 - BS =- k 1 II 4 r 63 , - W YW W WW W W� W WW W W W ;W 4 W "W W WY " WW W1` III WWW W YW WWW W Bay � _ RATED Tie SHEATHING (INDEX YWY 1 ` n r n PERPENDICULAR OVER I BTI 360J0 5T5 AT 16" O.G.I U.O.N.. I SEE STRUCTURAL GENERAL NOTES FOR DESIGN CRITERIA. HANG W W W Y Y WWWW YW TJI JOISTS w/ ITS TOP FLANGE HANGERS PER JOIST MFR. AT QUANTUM 1 I 1 Y W Y Y W W W Y W Y W W Y W Y Y W W W Y W Y W I I 7/547 ^y W " WWW " WWW W " W W 1 Y W W Y " " m FLUSH BEAMS WHERE OCCUR, TYPICAL U.O.N.. CONSULTING ENGINEERS -` 1 �I V 2/54. I W Y Y W ®W I Y - " * " 3. NAIL ROOF SHEATHING TO FRAMING WITH Sd NAILS (0.131". x 2.5° 1511 THIRD AVENUE " " W " W ♦� �-1��J . ��♦�� W W< W " " W LONG) AT b" O.G. AT ALL PANELS EDGES AND Sd NAILS AT 12" O.G. AT SUITE323 I W W * 01;1r� ♦♦♦♦A♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��,�1� W W W W W sEATnE WA 981o1 Y W 11; ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�>�♦ W " " " W " " " W INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL b/54.0. TEL 206957.3900 /'. ♦O♦♦♦♦io♦♦♦♦♦♦♦♦j1'►♦♦ " W W W W FAX 206.957.3901 1► y W W /b ♦♦♦♦♦ ►♦♦ ts ♦ www.quantumce.com mm I I �j\b "� t � Y " i1.►♦��♦�♦♦♦♦'�♦♦♦♦♦♦��♦ ��Il� W WWW • W ` Y - 4. PROVIDE SOLID BLOCKING BETWEEN EACH JOIST AT SUPPORTS.JI G , ��/ �j ' • ►.,1►.4►L��♦6► _ . -. .S��' C�• Y PROVIDE AN H2.5A CLIP AT EVERY MEMBER BEARING ON TOP PLATE. e I I %////////////✓ Y /r �♦♦♦♦♦�n♦y, �♦,.♦♦♦� ♦♦l " W W Y W 11.111 2/54.7 a1 I►♦1►♦♦♦♦+♦II ♦j.♦♦♦♦'►♦ Y W W 'w 3 3/54.6 8/54.3 I b 'I - W " 41, I►♦� ♦♦♦♦r�♦r�i, ��♦♦♦♦♦j�♦fie W W " WYW " " W I� 5. ALL HEADERS NOT SHOWN ON PLAN SHALL BE I/axl I/e (MINIMUM) LSL ___.- N• - --i W W ► 1►♦/►♦♦♦♦�,♦♦clifr ♦♦♦♦♦♦ ►♦ FLUSH RIM FOR EXTERIOR BEARING WALLS BELOW AND (2) 2x10 FOR % ♦♦♦♦♦ ♦%�'�Z►♦♦♦♦♦j♦♦♦♦�►♦♦♦; * * * * * * W W W INTERIOR BEARING WALLS. SEE 10/54.2 FOR TYPICAL HEADER DETAIL --' ' . •" W " W " W /I:I> ♦♦♦♦♦♦♦♦��•I�♦~Y S♦♦♦♦�'♦♦ Y W SEAL: m W W W • ♦♦♦♦♦t+• �I 1♦♦t► ♦♦♦♦ ►♦♦♦� W W " " W " AND I I/54.2 FOR FLUSH CONDITION. �: MAI 1 ,. . WYY " W J/84.3 ♦�♦�!.''.I�i♦i♦i♦i♦i♦i♦i♦i♦its♦i♦e WWWWW x RI I .3 �� BI I -- ` WWWWW SIM. ♦� �♦�I ♦♦♦♦♦♦�♦�♦�♦�►�♦1 W " " Y ` " W W " 6. PROVIDE SOLID OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL y`to IN - Q� 'i ►� ; sir -� + W " W W 7 ��4I �♦�(�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�' A W " W % ^ ROOF BEAMS FOR SOLID BEARING PER POST SCHEDULE 10/54.0. a" /y�� ( I W " WYW ` - ♦♦♦♦♦♦♦ ►~♦��♦♦♦♦♦♦♦♦ ►♦�� T. FOR TOP PLATE SPLICE SEE DETAIL 6/54.2. � 4, U Q Y " W " W /III ♦♦♦♦4►•♦��•♦�♦♦♦♦♦♦ ♦�', " W Y `�+M�TNa� W W ,� ♦♦♦�♦♦•��•>♦♦ S. NON-BEARING INTERIOR WALLS TO BE ATTACHED TO BOTTOM OF44,44AL l \ JI Q� cs/ j j/ " " /11. ♦♦♦♦♦♦♦��;A♦♦♦♦��w♦♦ 2x6 DF#2 " W W JOISTS WITH 5TG CLIPS AT 45" ON CENTER. INSTALL IN ACCORDANCE v. I i , u I 6 � " " " " ` " W 111' ♦♦♦♦♦♦♦��.♦♦♦♦♦♦♦�♦♦♦♦� ® I b" O.G. w/ 51-0" 1 " /_ W / , , �I�♦♦♦♦�♦ W WITH 51MP50N RECOMMENDATIONS. SEE DETAIL 2/54.2. t 7/ I - �1r / ewe) r r . " W " W " /1:1.. !♦♦♦♦♦♦♦ ♦♦♦♦♦♦ BACK SPAN W VI 11 h I / / ► 1 ♦♦♦♦� ♦♦♦♦♦//♦ . Y. W W W W 'yam '- L I n m I I ; I I o \ / W _ ,41' ♦♦♦♦♦♦♦♦q•♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦A�♦a< " " W " W q. ALIGN A JOIST OR JOIST BLOCKING OVER THE FULL LENGTH OF ALL PROJECT: -- ] [ pan � A♦r►♦♦♦♦�♦♦aa 4, ,� Y W BEARING/5HEAR WALLS. SEE 8/54.0 FOR SPECIAL SHEAR WALL 2x6 DF#2 1 I r ^ - - - „ ��♦♦♦♦♦<��♦��♦� �1�i�♦♦♦♦♦��.^t Y►"�►`:!t►`�►V♦♦♦♦♦♦♦♦��♦♦� W " Y W W W W BLOCKING REQUIREMENTS. I' ® IbII O.C. / 5'-0" 1 u ^ ��♦♦�♦%w gr'r4.!�:a ems, ' ♦��♦sett1'�1:;��♦�i�r►`r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦0♦O♦O♦a♦�i� W • Y Y W W BACK SPAN 5/54 10/543 ,n 5/54.5 ��♦♦♦♦♦y�+ ��''♦'♦'♦'�/t'Q;'<f St 4, aA. BOA♦SYs."rat��i►�♦♦♦�s♦♦♦♦t6.�♦w♦��♦��,'� W W W W " 10. SW-x INDICATES SHEAR WALL AT THIS LEVEL. SEE SHEAR WALL Al V JI JI J�♦♦♦♦�p�♦gip?;�j��♦�p� ♦yp�r JI .►�p�p�.�.�� -a-♦p.♦.pppp.♦.a.(►.t �r ��♦�♦�♦•t• �54.4 ° �►...- * W " Y " FIDALGO FLATS aI -S. _ _ i ��.V.�-�� -�-�VV-, uVr►�►VVV �Vr ♦♦♦♦ x W r SCHEDULE 8/54.0 FOR SHEATHING BLOCKING NAILING AND < c� I i�♦.♦.it.Aa(►�♦��♦♦♦♦�)6/54.3 ►♦♦♦♦♦♦♦♦♦♦ ♦♦♦��r(*�= ►,V♦♦♦♦♦�V♦��V�=:VE♦♦♦♦♦♦4, Y Y Y W W ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL 1 1/54.4 , r, I v _ I�♦�♦�♦�♦�♦�♦r♦�♦�♦d b ♦♦_<;`. ♦;'��♦♦♦♦=♦,►N�►♦?♦!`♦::♦.',♦:♦:i�r�t �♦�=♦�♦�♦��, W W Y W=W W Y BE SHEATHED PER 5W-b CRITERIA U.O.N. as /54.3 - - - - - - - -ems -�--- '11 �V3►�Vt - 4♦C! - -1:►V♦♦♦♦♦ BI \ . m r - - _ -�- C - -_-_ _ - :rem^ems- -;.� . - 36 49 a? 3� fE ! ♦♦ W W W - - - - \ -� - - - - n ♦ Imo.♦ r►irjr♦ j" 1 ��t+��♦♦♦ ♦e♦��♦♦e♦♦♦♦♦t'♦t+♦�♦t♦♦♦��♦♦♦eV♦�♦e♦♦♦♦♦ ♦♦♦♦e♦�♦e♦e.' ,� W " W W B ^ r ♦ ♦ ♦ b 14 1♦♦ ♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦O♦♦♦♦�♦♦♦♦♦♦�, W " W W W W II. FOR KING STUD SCHEDULE, SEE DETAIL 12/54.4. ��,�a��♦♦♦♦♦♦♦♦♦♦♦ . 0 0� 1 ,4�1�♦♦♦♦♦��♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦�, W W Y Y 12. G516 INDICATES HOEDOWN STRAP TO FRAMING BELOW WALL. 1014 1 H T H S T. , ° JI I JI I t.4.....- - =c 41 I 4`�b♦♦♦`♦�r,♦♦4►"`♦♦t'♦♦♦♦,♦♦,♦♦♦"0♦`♦♦' m ♦♦♦%♦♦�j♦�. x, W " W W Y SEE 10/45.1 FOR STRAP HOLDOWN DETAIL AT FLOOR 5�1-b � _�i♦♦♦♦♦ 1 ►♦♦♦♦ �♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦n♦♦♦ ♦♦♦♦♦ J W Y " * " W " W ANACORTES WA 1_ I 1 :3p4(*:j*' ] ♦♦♦ ♦♦�, WWWW Y TOFLOOR8 BEAMSUPPORTING5HEARWALLEND.rto ► :♦:♦:♦:♦:♦. WYW USEMINIMUM (2) 2xPOST, U.O.N.. APPROVAL: ♦♦♦♦� ♦♦♦ ►♦ ♦♦♦♦♦♦♦♦♦♦:� Ari. % ,2/54.3,♦♦♦♦��♦♦♦♦♦ n\� \b csi t'+ I�1 ♦♦♦��♦♦♦♦ <0`�i ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦=♦fir, :�i♦w♦i♦♦♦ ♦♦♦♦♦♦♦., Y W Y Y W Y W -t,`, riJ �� I� 51M. ♦♦♦.��♦ 1 OA1jj♦<►�♦♦♦am �`�♦♦�o��♦ ►��► ��►♦�_‘♦♦ ♦♦°�♦♦♦♦♦♦ ' W = W" W W Y - - O �� , 1►♦ ♦� ♦aii►t�e .�_ •r - rs�tzZ0113 . 4,�sz i W * W TYPICAL STAIR ♦♦♦_ STRINGER ♦♦�♦♦♦�►♦♦ . ��•:.. . . . . ♦♦♦ ♦♦♦♦♦♦♦�►.♦� � �,,�♦♦♦' WWW * W W W b/54.7 • 12/. ./ PER 1/54.1 rb ♦ ♦♦♦t ♦►♦♦♦♦��♦♦♦♦♦♦♦♦/.,t.♦.`�♦♦♦♦♦♦♦♦O♦♦♦♦♦♦♦ 2/54.3 `♦!♦♦♦♦♦♦♦♦♦♦♦♦t•c•4".$1 h� ryi��♦♦♦♦♦♦♦�, W W Y Y �I �♦•♦♦♦•s♦♦.♦♦•Amil�♦♦♦:•►�♦♦�� " W 1 W Y V / n irm 4 3 ' V.* ' 4'. t* ww ** w* f - /� �♦ -- .1 . . .-** * avt, -wtSPCi-4C WC4 - ** * * * * * * *** a -"W. rWe*Y Y oYm mW W YW W r ♦ e� m es) / i ♦a ♦ \ W WIWWW W " " WYW WW " WWYWWWWWW W WW W YWWY " W INDICATES FRAMING DIRECTION 6 ,♦ " " WI W YWW " WW " �W ` WW " YW W " WW " " WWW " " WWWWIrWWWW W W INDICATES EXTENT OF FRAMING' ♦ W WI" Y W Y W Y W W ' W Y i W W a W W Y W W W W Y W W W 4 W W W W • 'Y W Y W 'Y Y' '4 W - W " Y I " Y " " W " W W W " W 1^ W IW " W W W * Y W " � W Y 5Y'I-u INDICATES SHEAR WALL --�/ " `r ' 11 \ M (9_ - - -- - - W a W W W Y ? W W * W * * W t W W * I * Y W * W W\ Y W Y ` - - - - TYPE AT THIS LEVEL. \ - B3 I l I �1 . 9 W W W Y W " SEE PLAN NOTE 10 , 51 b Cr) .�r� + } INDICATES WOOD BEARING 2 PERMIT REVISIONS 12/17/19 B3 WALL OR 5HEAR WALL ABOVE. n PERMIT REVISIONS 10/1/9 2x6 DF#2 SEE PLAN NOTE 10 2xb DF#2 < 4/54.1 @ lb" O.G. w/ 5-0 < b/54.7 ® I b" O.G. w/ 5'-0" � 2/54•1 PERMIT SET 6/7/19 BACK SPAN BACK SPAN 3 _ - INDICATES WOOD BEARING PERMIT DATE DATE WALL OR 5HEAR WALL BELOW. SEE PLAN NOTE 4 ISS DESCRIPTION DATE BY dk ROOF DECK FRAMING PLAN SSUES: n REVISIONS: t INDICATES HEADER MEMBER. P.M. JHR MIF SCALE: 1/4" = I'-0" JOIST ` SCHEDULEBEAM ROOF AREA LOADING i -4 SEE PLAN NOTE 5 P.E. OCC DRAWN BY: TTH MARK SIZE NOTES MARK SIZE NOTES �7 EXITING: J-x INDICATES JOIST PER SCHEDULE. // 44 115F DL SCALE: AS SHOWN JI 11%" TJI 360 ® lb" O.G. ITS BI 31axII% L5L HHUSS410 100 PSF LL B-x INDICATES BEAM PER SCHEDULE. DATE: 5/7/19 J2 1115" TJI 560 @ lb" 0.0. ITS B2 514xIIYB P5L HGLTV JOB NO. 19066.01 - - - ` GREEN ROOF: I . I INDICATES FALL ARREST ANCHOR SHEET TITLE: J3 111b" TJI 210 ® lb" O.G. ITS 53 (2) 1%x11% L5L - 11 P5F DL PER DETAIL II 4 12/54.6 J4 2x12 ® 24" O.G. - B4 4x10 - 25 P5F LL �1 ROOF DECK J5 qla" TJI 230 @ lb" 0.0. ITS B5 5iax1 P5L - �♦�♦� ROOF DECK: do` INDICATES POST BELOW. SEE ►�� 44 P5F DL Q PREVIOUS SHEET FOR POST SIZE. FRAMING PLAN Jb q " TJI 230 @ 12" O.G. ITS Bb IkaxII% LSL HUGQI.81/II 100 PSF LL ��++ INDICATES A HOEDOWN STRAP J1 q " TJI 210 ® Ib" O.G. ITS 51 7x11l15 P5L - PER 10/54.I. SEE NOTE 12 BS lx-1 PSL - 1 SHEET NO. INDICATES POST a Bq 3 xq LSL - 42 BELOW 3 510 5Iax12GL - 52 � 6 , BII NOT USED - b O Si Li O 21' 4 © IS'-II " © 6-II" © 17'-2j" 0 I4'-S " 6 PENTHOUSE ROOF FRAMING NOTES: / / / / / I. SEE SHEETS 51.0 TO 51.2 FOR STRUCTURAL GENERAL NOTES AND I I I ABBREVIATIONS. SEE SHEETS 54.0 TO 54.E FOR WOOD DETAILS. 2. TYPICAL ROOF FRAMING CONSISTS OF 15/32" APA RATED SHEATHING _ — -- — __ — _ — __—_ _ — _ (INDEX 32/16), LAID FACE GRAIN PERPENDICULAR OVER 2x12 ATInk 0 24" O.G., U.O.N.. HANG 2x JOISTS w/ LUS FACE MOUNT HANGERS AT FLUSH BEAMS WHERE OCCUR, TYP. QUANTUM 3. NAIL ROOF SHEATHING TO FRAMING WITH SNAILS (0.13I"O x 2.5" CONSULTING ENGINEERS LONG) AT 6" O.G. AT ALL PANELS EDGES AND Sd NAILS AT 12" O.G. AT 10/54.1 ) I INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. 1511 THIRD AVENUE SUITE 323 SEATTLE,WA 98101 i ,.. 4. PROVIDE SOLID BLOCKING BETWEEN EACH JOIST AT SUPPORTS. TEL �.957,3900 _ PROVIDE AN HI CLIP AT EVERY MEMBER BEARING ON A TOP PLATE. FAX 206.957.3901 i mwtquantumce.com 5. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x10 FOR EXTERIOR BEARING WALLS BELOW AND (2) 2x10 FOR INTERIOR BEARING WALLS. SEE 10/54.2 FOR HEADER DETAIL. b. PROVIDE SOLID OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL SEAL: vit I I 2xI2 0 • ROOF BEAMS FOR SOLID BEARING PER POST SCHEDULE 10/54.0. ® 24 O.G.7712. o I T. FOR TOP PLATE SPLICE SEE DETAIL 6/54.2. t n. Rl CV 9/54.T i• • '� v^1 v Ar li ice / . / t A I I I �"IloruL O v PROJECT: 2xI2 @ 24 O.G. 2/54.6 - 6/54.6 3 12/54.1 I A :n > �� 10/54.6 r\> Q�' ) FIDALGO FLATS • HUG4I2 - -- - -- --- - _—...�- 1 —�__ __ `-- — — -- -- - � 1,P1— - -- - - _- - - - - - - - - - - - - - - - - - - - - - - - - - O 1 1/54.6 ) ( 5/54.6 v c X ,��,�� I �`-Iti-- .�N.—..--a) m II/541 1014 18TH ST. 10/54.1 > <—® ' 0 > ' \ ' V ANACORTES WA 0. 0 2x12 ® 24" O.G.- O APPROVAL: "_ N ^ ` o W6xI6 ELEVATOR HOISTIBEAM ® I/54.6 ® PER 6/54.4 N HUC412 \ N J — — — — — — — — 0 X — 4x12 A /// < 2/54.6 0c6c- ( q/54.6 s)i aS lit a^, 0_ _ `ry oe q/ v, I �s 2x12 @ 24" O.G. i ' T� 1 _ g1/54.? 1 ^ V I I I INDICATES FRAMING DIRECTION 2x12 24O.C." O 5/546 I I INDICATES EXTENT OF FRAMING 1 " I I I I - - * INDICATES WOOD BEARING — — _ _ _ _ _ _ WALL OR SHEAR WALL BELOW. n \ - - - - —4 ioi4.i- - - - - - - I I I f it—4 INDICATES HEADER MEMBER. I I I I I �l / \SEE PLAN NOTE 5 2 PERMIT REVISIONS 12/17/19 QO/ INDICATES POST PERMIT REVISIONS 10/7/19 BELOW PERMIT SET 8/7/19 PERMIT DATE DATE NO. DESCRIPTION DATE BY di PENTHOUSE ROOF FRAMING PLAN ISSUES: n REVISIONS: A P.M. JHR V SCALE: 1/4" = I'-0" P.E. OCC DRAWN BY: TTH SCALE: AS SHOWN DATE: 5/7/19 JOB NO. 19088.01 SHEET TITLE: PENTHOUSE ROOF FRAMING PLAN N SHEET NO. c v `o 4 3 o r: ,0 S2 . 7 m b O ti CORNER BARS TO CORNER BARS TO REINFORCING SPLICE ANDMATCH HORIZ. REINF. MATCH GROSS WALL HORIZ. REINF. DEVELOPMENT LENGTH SCHEDULE =111=III III=III= (ALTERNATE HOOK BOTTOM OF THE UPPER rty_ort_ DIRECTION) ION \Da (FOR GRADE 60, UNCOATED BARS, NORMAL WEIGHT CONCRETE) ElIllk FOOTING MUST BE LOCATED '° OQUANTUM BELOW THIS LINE (AS SHOWN) ' . S MINIMUM STRAIGHT DEVELOPMENT LENGTH FOR BARS IN TENSION (Ld) CONSULTING ENGINEERS ADDITIONAL / o f'c = 3000 P51 f'c = 4000 P51 VERT. BARS II 45° BAR BAR 1511 THIRD AVENUE 1-711=111=111= MAX. SIZE TOP BARS OTHER BARS SIZE TOP BARS OTHER BARS SUITE323 II SEATTLE,WA 98101 I FOOTING # 3 21" Ib" # 3 IS" 14" TEL 206.957.3900 ii PER PLAN # 4 28" 22" # 4 25" Iq" 1 www.FAX quantumcee.com BOTTOM \• CROSS WALL # 5 36" 21" # 5 31" 24" FOOTING CORNER # 6 43" 33" # 6 31" 28" # 1 62" 48" # 1 54" 42" PER PLAN OF LOVER 1=111=III=111= ° HOOK. FOOTING - - 180 SPANDREL STIRRUP BEAM STIRRUP COLUMN TIE # q 80" 62" q 10" 54" FIRM BEARING HOOK MAY BE SKEWED SOIL PER TO MAINTAIN COVER GEOTECHNICAL d = DIAMETER OF BAR # 10 610" 10" # 10 18" 60" SEAL: # II 100" 11" # II 81" 61" ENGINEER Att. g• At NOTE: 0S° "TOP BARS" ARE HORIZONTAL BARS w/ MORE THAN 12" DEPTH OF CONCRETE ti , CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 NOT GREATER THAN THE �� c - /- -PLANVIBN DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING 15 NOT GREATER THAN 2 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. / ��.� MU 1 .3,60, \ JJIDIVAL TYPICAL OFFSET OF ADJACENT FOOTINGS SCALE: NONE I TYPICAL CORNER AND WALL END BAR SCALE: NONE 2 ti o� ARRANGEMENT AT CONCRETE WALLS OR FOOTINGS Go 0 0 MINIMUM CLASS "B" LAP SPLICE LENGTH FOR BARS IN TENSION (Lb) f f'c = 3000 P51 f'c = 4000 P51 PROJECT: D I.5HAR BAR ie" x liz" PREMOLDED - ClN SIZE TOP BARS OTHER BARS SIZE TOP BARS OTHER BARS CONT. MASTIC JOINT STRIP. ADD (2) #5 MIN. 3 0 MIN. �: d DIAL. IN WALL # 3 28" 21" # 3 24" 18" (JOINT MAY BE SAW-CUT SEE SCHEDULE # 4 31" 28" # 4 32" 25" F I D A L G O FLATS AT CONTRACTOR'S OPTION.) Z9ti . - FOR SPLICES & d # 5 46" 36" # 5 40" 31" DEVELOPMENT # 6 56" 43" # 6 48" 31" • • -... •",..,,c. LENGTHS # 1 81 62" # 1 10" 5411 el PROVIDE CONTROL OR •• • # 8 q3" 11" # 8 80" 62" CONSTRUCTION JOINTS TO .. CONCRETE WALL III=III= _ — _ \ y PER PLAN # q 104" 80" # q .10" 10" BREAK UP SLAB-ON-GRADE # 10 118" q0" # 10 102" 18" CONTROL JOINT INTO SQUARE OR RECTANGULAR O 4 H T H $T. q • d bd 12d U.O.N. # II 31" 100" # II 113" 87" SECOND POUR FIRST POUR AREAS. THE RATIO OF LONG TO r 1 U.O.N. ANACORTES WA • SHORT SIDE DIMENSION SHALL \ I I I E1111 �q o : SLAB THICKNESS KEYED JOINT NOT EXCEED 1.5. NO ACUTE `t r "TOP BARS" IN BEAMS ARE HORIZONTAL BARS w/ MORE THAN 12" DEPTH OF CONCRETE APPROVAL: AND REINFORCING ANGLES. MAXIMUM JOINT D = FTC. DEPTH DI = I1" FOR #3 02 = bd FOR #3 TO #8 CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 NOT GREATER THAN THE PER PLAN (TYP.) CONTINUE REINF. SPACING SHALL NOT EXCEED 36 BARS TO PER PLAN DI = 2" FOR #4 DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING 15 NOT GREATER THRU JOINT TIMES THE SLAB-ON-GRADE MATCH FOOTING • DI : 21" FOR #5 THAN 2 BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. THICKNESS. CONTRACTOR REINFORCING III SHALL SUBMIT JOINT LAYOUT iffkMINIMUM EMBEDMENT LENGTHS PLAN TO ARCHITECT \ HOOKS $ BENDS STD. BAR HOOKS 4 BENDS Mitt FOR APPROVAL. LINE OF EXCAVATION AS FOR STIRRUPS �� FOR STANDARD END HOOKS (Ldh) i STEEP A5 POSSIBLE. FACE Q OF STEPS SHALL BE CAST \ Plc. : 3000 PSI f c : 4000 PSI IllinaliM AGAINST UNDISTURBED EARTH. I l I I I BAR ALL BAR ALL IIIBIIII= = 71 = IF EXCAVATION ERODES, Lb FOOTING AND �b MIN. =1 PLASTIC VAPOR BARRIER AND BACKFILL WITH CONCRETE '� r(p• '� REINFORCING SIZE BARS SIZE BARS #4 DOWELS @ WHEN FOOTING IS CAST PER PLAN Ld PER 16„ O.C. COMPACTED GRANULAR FILL # 3 6" # 3 6" SCHEDULE PER GEOTECHNICAL REPORT # 4 8" # 4 l" # 5 10" # 5 8" CONSTRUCTION JOINT BAR OFFSET # 6 12" # 6 10" # 7 13" # 7 12" TYPICAL SLAB-ON-GRADE JOINTS SCALE: NONE 5 TYPICAL STEPPED FOOTING SCALE: NONE v TYPICAL REAR BENDS DETAIL SCALE: NONE 1 * 8 15" # 8 13" # q I7" # q 15" # 10 Iq" # 10 11" # II 22" # II Iq" CONCRETE WALL 4 A DO NOT PASS PIPES NOTE: CONCRETE WALL PER PLAN THRU THIS AREA 10'-0" MIN.MIN. IF SIDE COVER 15 NOT EQUAL TO OR GREATER THAN 21" AND/OR de FINISH GRADE END COVER FOR HOOKS IS NOT EQUAL TO OR GREATER THAN 2", 2 PERMIT REVISIONS 12/17/19 PIPE SLEEVE PER IN. " SPACE THEN VALUES SHALL BE INCREASED BY 43%. i PERMIT REVISIONS 10/7/19 NOTES MAX. S/4" SPACE �� BACKFILL PER PERMIT SET 6/7/19 (PACK WITH MORTAR z PIPE SLEEVES AS II i GEOTEGHNIGAL ENGR. PERMIT DATE DATE PER ARCH.) Y o�c REQ D PER q/S3.0 I I — I = I I a MINIMUM STRAIGHT DEVELOPMENT © MINIMUM LAP SPLICE LENGTHS V _ NO. DESCRIPTION DATE BY } —Km O II. TRENCH LENGTH FOR BARS IN COMPRESSION FOR BARS IN COMPRESSION (Lbc) 0 A " TYPICAL / _ _ 2 EXCAVATION, TYP. f'c = 3000 PSI Pic = 4000 (LdJ f'c = 3000 8 ISSUES:P.M. ( JHR REVISIONS: \ SOT. OF4000 FTC. COMPACTED FILL P5I P.E. OCC PIPE OR CONDUIT j .1♦ FOOTING ` , , PER GEOTECHNICAL DRAWN BY: TTH (12"47 MAX.) 4 m K II I I'-b" ENGR. (qO% BAR ALL BAR ALL BAR ALL SCALE: AS SHOWN IN \ o DENSITY MIN) SIZE BARS SIZE BARS SIZE BARS d MIN. �` DATE: 5/7/19 " POINT MORTAR OR m # 3 8 # 3 8" # 3 12" JOB NO. 19066.01 PROVIDE CAULKINGI # 4 II" # 4 q # 4 15" SHEET TITLE:II(=11 = BOTTOM OF EXCAVATION SHALL # PER ARCH. 2D:\ 5 14" # 5 12" # 5 It E X __I THICKENED NOT EXTEND BELOW THIS LINE # 6 16" # 6 14" # 6 23" ry Co 6" MIN. FOOTING I # 1 Iq" # 1 11" # -► 26" DETAILS TYR 2'-0" MIN. # 8 22" # 8 Iq" # 8 30" / # q 25" # q 21" # q 34" I. 6" DIA. SLEEVES AND SMALLER: SCHEDULE 40 STEEL PIPE # 10 28" # 10 24" # 10 38" • OR SCHEDULE 60 PVC PIPE. gLEVATION SECTION A # II 31" # II 21" # II 42" 2. 8" DIA. SLEEVE AND LARGER: 4" THICK STEEL PIPE (MIN.). : — 3. STEEL PIPE SHALL BE HOT DIP GALVANIZED. CONTRACTOR SHALL BE RESPONSIBLE FOR SHEET NO. 4. SLEEVE MAY BE OMITTED IF HOLE 15 GORE DRILLED. CORE ` PROTECTING THE SIDES OF THE EXCAVATION FROM DRILLING IS SUBJECT TO ENGINEER'S APPROVAL. PIPES MUST RUN CAVE-IN UNTIL ALL BACKFILL 15 COMPLETED. PERPENDICULAR THROUGH S3 . O m, ° WALL (NOT SKEWED) b b O TYPICAL SLEEVE INSTALLATION THRU NALL SCALE: NONE C{ TYPICAL PIPE INSTALLATION PERPENDICULAR TO FOOTING SCALE: NONE I 0 TYPICAL TRENCH EXCAVATION PARALLEL TO FOOTING SCALE: NONE I I TYPICAL SPLICE SCHEDULE SCALE: NONE 12 SEE SILL DETAIL PER ELEVATOR MFR./ *4 HORIZ. AT CORNER 11 SLAB-ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE PER AND REINF. I Q PER PLAN PLAN, REINF. NOT SHOWN PER PLAN \ z PER °°�o:;'.�T ogAgo 0 ` b°- . . �� #5 ® 12" O.G. VERT. i' f -t1--e) ri L •' r O ° o I I ARCH. rx 0 24" I II / CENTERED III ..,�,8 0°.omiP.=1n=- QUANTUM °i ■�■�• °■ . 3 ow Q #4 x 7 I I =1 t� 0 < -I I I I _III=11 8 DOWELS ® Ib" O.G. •• I8"x18"x18" SUMP Q SEE OPPOSITE CONSULTING ENGINEERS (WHERE OCCURS) w SIDE FOR STEP HEIGHT 14' SLAB-ON-GRADE r , *4 ® 12" O.G. HORIZ. • LOCATION PER ARGH. *4 HORIZ. AT CORNER 4" PER PLAN SUITEIRDAVENUE •`°o:3 WALL SIZE1511 THIRD 323 ..°O.•:Q:i:� cv _ �; � AND REINF. SEATTLE,WA961o1 =111=III - *4 ® 12" O.G. a ( / HOOK SLAB SLAB-ON-GRADE i TEL 205.957 390D Lbx4x (LLV) 8 pv I • FAx 205.957 3901 E.W. TOPA REINF. AT STEPPER PLAN • (CONFIRM w/ - - o�°O;�j,�;o0 www.quatdumce.com ELEV. MFR.) w/ a ri Q A.B.VtP @ -b" C. in d �. z o °op: �i� ° *4 HORIZ. a Allill I II II A.B. ® Ib O.G. - \d a �, + 1 o ioo��■ii�° 24" _ 11=1110 L *4 x ® I b" O.G. SILL DETAIL = I I = I I 2" �/ #5 ® 12" O.G. I I I I IA = I I-I I PER PLAN / Je- -° 1 _ • 'e, \ 8 SEAL: NP 0o1 �$cp°o� �� 98 rtBa�no CONSTRUCTION JOINT GLR. E.W. BOTTOM �- - •�IN o■ • 8 „ 24 I I-� g R = I I =111=11 24 / 11 = 11 b" 8" to ,y I (3) #5 x V 8�� - f-11 = TO MATCH V ,�" ,p4 EA. MY, CENTERED tga: SLAB-ON-GRADE � k " .' �'/ - PROVIDE MISC. METALS A5 4 < STEP HEIGHT S I -0 SREINF.LAB- 1'-0' < STEP HEIGHT S 2'-0' A `r UNDISTURBED NATIVE SOIL / t.144,�� ` ` PER SOILS REPORT REQUIRED BY ELEVATOR MFR. J ff Thin re TYPICAL ELEVATOR PIT SCALE: NONE 2 TYPICAL SLAB-ON-GRADE STEP DETAIL SCALE: NONE 4 SHEATHING AND SHEAR WALL END STUDS PER PROJECT: CONTINUOUS ROD PER WALL EDGE NAILING PER PLAN w/ 5HEAR WALL HOEDOWN SUPPLIER 5HEAR WALL SCHEDULE PRESSURE TREATED MIN. (2) STUDS w/ EDGE NAILING TO EA. _,Jr-- COUPLER PER SILL PLATE ANDPE I/54.0 NAILING TO STUDS SHEAR NALL EDGE STUD (MIN. 3 STUDS AT HOLTi USE DTRAN SUPPLIER. A T. lb" HOOK DIR VERT. Nil CONT. ROD PER WALL END) F I D A L G O FLATS COUPLER A5 NEEDED ( L a (2) *4 HORIZ. TOP HOLDOWN SUPPLIER - COUPLER PER HOEDOWN *4 ® 12" O.G. HORIZ. SUPPLIER. USE SLAB-ON-GRADE TRANSITION COUPLER CONTINUOUS ROD PER ASS THREADED ROD SLAB-ON-GRADE i �. -./ . SLAB-ON-GRADE PER PLAN % // %� % � A5 NEEDED HOEDOWN SUPPLIER PER HOEDOWN SCHEDULE WHERE OCCURS - 5HEAR WALL O�� /j •WHERE OCCURS L _ _ -� - _ - _ L PER PLAN j�j/// • s COUPLER PER • . = z 4 • ,: •L A i� ! IOd-F @ NAILS 8" o.G. 1014 18TH ST. GO 1 STAGGERED TYP. AT A36 THREADED HOEDOWN SUPPLIER. :•��'�'�'�'�'�'�'�'�'�'�'�'. L irsz �...4 o. A36 THREADED��••• o •� 00;, ,•• . /A/A BUILT-UP STUDSANACORTES WA ROD PER HOEDOWN USE TRANSITION ;•;!ric:0° _ ►.° Y ■.••o ■,• .. v B ° ao° • INSULATION WHERE ROD PER SCHEDULE COUPLER A5 S 1 I - II NEEDED :_ I - Q VI I I= I I ti cN OCCURS, (SEE ARCH. HOEDOWN ` NI CONCRETE WALL APPROVAL: A, .•,111= _ it ao EQ. EQ. ., 0 DRAWINGS) SCHEDULE / PER PLAN v / / t. _} • FTC. DRAIN, PER a } i • a ` z LL,4 o�c ,• �- ARCH., CIVIL OR ROD I tx z A i��op°p o �;%! iz w CONTRACTOR (1) #5 TbB EMBEDMENT - - d -J 8 •,III_III_I IS I I= I I A 8 I " GLR. Q - / n #5 ® I2" O.G. T*B HOLDOWNTH R \ (2) *4 HORIZ. TOP, MIN. _ - w TYP. N SCHEDULE w E' ks"x3"x0'-3" w/ (2) #4 x EA. SIDE OF ,e��• (2) #4 x EA. SIDE OF .'��.r• ( DBL. HEAVY HEX NUT 1 ��•��r ANCHOR ROD (4" O.GJ � -.- ANCHOR ROD (4" O.G.) ��.41we , V.P.�, 6' 3 , SIT III = _ _ = II�11I. �II � I 1�11I. III�II = _ =I' = II1II #4 x e• FE /a x3 x 0-3 w/ / I I- I- I I-I = 3/a"x3" x 0'-3" w/ a I = I-I I= I BOTH SIDES OF DEL. HEAVY HEX NUTS m vSall: DBL. HEAVY HEX NUTS v ANCHOR ROD (4" O.G.) FOR INFORMATION NOT FOR INFORMATION NOT 5-0 MIN. / II" / 8 / II" / NOTED, SEE 10/53.1 NOTED, SEE 1/53.1 TO DAYLIGHT TYPICAL CONTINUOUS ROD HOLDON4 AT THICKENED SLAB FOOTING SCALE: NONE 5 TYPICAL CONTINUOUS ROD HOEDOWN AT PERIMETER FOUNDATION SCALE: NONE 6 TYPICAL PERIMETER WAIL FOUNDATION AT SLAB-ON-SRADE SCALE: NONE 1 TYPICAL CONTINUOUS ROD HOLDOW4 AT CONCRETE WALL SCALE: NONE 8 —�� SECOND POUR 1 FIRST POUR A PERMIT REVISIONS 12/17/19 CLEAN SURFACE PRIOR VERT. WALL REINF. n PERMIT REVISIONS 10/7/19 TO SECOND PLACEMENT TYP., U.O.N. PERMIT SET 8/7/19 24" OF CONCRETE * 4 x �> 12" O.G. , SHEATHING AND SHEAR WALL s' 3„ PERMIT DATE DATE (I) # 4 EA. NOSE EDGE NAILING PER 5HEAR PRESSURE TREATED HORIZ. WALL REINF., TYP. / / / I „ _1 v NO. DESCRIPTION DATE BY �I� WALL SCHEDULE SILL PLATE AND // w ISSUES: REVISIONS: r,�;.-: ATTACHMENT PER 1/54.0 `n `n �_• o . SECOND POUR FIRST POUR P.M. JHR IY PER ARCH. o - = SLAB-ON-GRADE PER I P.E. OCC = 2 • I . DRAWN BY: TTH pPLAN - PROVIDE 12 t i \ SCALE: AS SHOWN 1l x114 CONT. KEY a -� THICK SLAB WHERE HORIZ. LAP DATE: 5/7/19 w z - i� xy ELEVATOR PIT OCCURS / SPLICE PER 12/53.0 JOB NO. 19oee.ol Q Q .,�.1! �, , I I HORIZ. LAP SPLICE z z :''! '► / 12" LONG KEY ® 24" O.G. SHEET TITLE: MIMal..... ° .:..�� 1 ♦ °�� z PER 12/53.0 -`8%04` ' �op�o Li _ �_�ft J "x%z" JOINT w/ DETAILS O # 4 ® 12 O.G. EA. MY ,�•Oo.o ILISE ° c �, n III-III-� 11 - 11 =11 ul SEALANT EA. FACE = 11 i (2) # 4 EXACT CONFIGURATION OF =11I11=III= 1. PROVIDECONSTRUCTION JOINT @ bO'-O" MAX. N - - o BOTTOM STAIR (INCLUDING TREAD m o AND RISER DIMENSIONS) PER . LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY _-is `ARCHITECTURAL DRAWINGS. / REINF. PER PLAN SHEET NO. ARCHITECT PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE. b - -III-III-III- — ° MIN. _ - - FOOTING TO BEAR NOTE: 3. SEE ARCH. DWG. FOR WATERPROOFING DETAILS. (1) *5 HORIZ. 2'-b" DIRECTLY ON SUITABLE ALIGN FOOTING 4. ALIGN WALL JOINT w/ FOOTING JOINT. S31 TOP B BOT. / BEARING SOILS JOINT w/ WALL JOINT S3 . 1 TYPICAL STAIR ON 6RADE SCALE: NONE TYPICAL INTERIOR WILL FOUNDATION (THICKENED SLAB) I TYPICAL FOOTING SPLICE DETAIL SCALE: NONE I I TYPICAL WALL JOINT SCALE: NONE 12 Q A A — _ I= - - GAP PER - �J '� I / i STUD SPACING PER ARCH. STUD SPACING ❑+ ® STUD SPACING PER PER BEARING BEARING WALL BEARING WALL WALL SCHEDULE SCHEDULE 12/54.0 PANEL EDGE >� �� SCHEDULE 12/54.0 12/54.0 ••• - - - NAILING PER PLAN ATE i �� : El SILL BOLTS LPER 1/54.0 ANCHOR 2,1 TOP FLANGE HANGER PANEL EDGE NAILING PLAN VIEN A ck - - �- PER PLAN QUANTUM A A =J� SHEATHING 4 5HEAR PER PLAN TO LEDGER 4 2" �r PARTY WALLINALL EDGE NAILING BLKG., TYP. PLAN VIEW A SHEAR WALL SCHEDULER PER PLAN TOPPING CONSULTING ENGINEERS SHEATHING AND SILL PLATE d — STUD WALL I =� 3" MIN. 5HEAR WALL EDGE ATTACHMENT 1511 THIRD I D AVENUE S I� � NAILING PER 5HEAR A : PER I/54.0 SILL PLATE d ..15S Sii. SUIT 3 WA981o1 • >—••••,—.—.. —._ WALL SCHEDULE ‘ A , �� TEL 206.957.3900 —� ►—� ATTACHMENT I FAX 206.957.3901 is III=111 Y ��I�', (WHERE OCCURS) � SLAB-ON-GRADE � PER 1/54.0 f' �+� www.quarrtumce.com il (2) LAYERS OF = ., PER PLAN t Ail vim BUILDING PAPER 1 i ► A MIN. (3) BAYS OF L5L •'•iret2�Oic o0•�i• "mama! °00 111E111=1 1=111=111 111_III_I I II II (2) LAYERS OF JOIST PER PLAN BLKG. ® 24" O.G. N = - = _ = _ _ I BLDG. PAPER SEAL: N 4x LEDGER IN/ �a"� 2x LEDGER PI/ 3/a"� a Rj AB ® 32" O.G., _ d at NOTE: SEE I-JOIST EMBED 56" MIN. `n v PERPENDICULAR DETAIL 9/53.2 FOOTING TO BEAR ` �/� ,'� • \ /, , FOR FOUNDATION AND _ DIRECTLY ON SUITABLE FOR INFORMATION NOT FOR INFORMATION NOT N. III I I - I I d I I I I I I11 I = _ = 1 = I I 1 I I I NOTED, SEE 2/53.2 NOTED, SEE 8/53.2 / °% "' . ^ INFORMATION NOT NOTED (-7n5 HORIZ.TOP $ BOT. 2 -b BEARING SOILS 1-11=11 E 11 `<4rf7 ti s. .-.. BASEMENT WALL - I-JOIST PARALLEL la/ LEDGER SCALE: NONE I TYPICAL INTERIOR PARTY WALL TO FOOTING (DOUBLE MAW SCALE: NONE 2 TYPICAL INTERIOR WALL TO FOOTING (STAGGERED STIRS) SCALE: NONE 3 DETAIL SCALE: NONE 4 SEE SILL DETAIL / PER ELEVATOR MFR. t SEE 4/53.2 PROJECT: 8°TYP. y LEDGER —4-- SLAB-ON-GRADE PER SLAB-ON-GRADE AND REINF. J(2J #4 z TOP OF CONC. PLAN, REINF. NOT SHOWN PER PLAN HORIZ. TOP )iit , F D A L G O FLATS m-,, + P/T SILL PLATE 4 PER °° ._.. \ - + ANCHOR BOLT ATTACH. PER 5HEAR ARCH. 2a• •' I I CENTEREDO.C. VERT. 1 r /' -- \ SHEATHING AND 5HEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE '�' Q #4 x 7 n I -11 (3 x -�t N z WALL SCHEDULE (SEE ARCH. • (MIN. 2x SILL PLATE w/ DOWELS ® Ib" O.G. o IS xl8 x18 SUMP Q I 8" \ " " / 1014 18TH ST. SECTION A 5e . ANCHOR BOLTS @ (WHERE OCCURS) w 24 ¢ #4 @12" O.G. DINGS. FOR SHEATHINGANACORTES WA AT NON-SHEAR WALLS) �:: 48" O.G. w/ PLATE ,_,.r_,� #4 @ 12" D.G. HORIZ. LOCATION PER ARCH. w -' .Y.• HORIZ. i i WASHERS 3x3x - EMBED :•�.=•�• _ + - IL i #4 x 12• SLAB-ON-GRADE MIN. 7" INTO CONC. AT -111_111 Lbx4x%4 (LLV) 8" N v #4 @ 12" O.G. ° 12" m� #4 ® 12" O.G. APPROVAL: @ O.G. NON-5HEAR WALLS) PER PLAN (CONFIRM w/ \ E.W. TOP A \ VERT. �� N ELEV. MFR.) w/ \ • CENTERED \ 5b"4>x0'-6" EMBED (leiin PANEL EDGE I I 1 A.B. ® Ib" O.G. -' m v #4 ® 12" O.G. SILL PLATE 6 ANCHOR NAILING PER PLAN p •°o0po o�po� g' I \ • •— HORIZ. BOLTS PER 1/54.0 0 • 00°0 0°00 01II \ \ 1 \ / Nal„.2" TOP FLANGE HANGER I I _ - _ _ SILL DETAIL /ill I I-11 11 SLAB-oN- 1/ I- PER PLAN \ 2" �� #5 ® 12" O.G. GRADE PER SHEATHING ff SHEAR -, I I I I I I I I-11 =11 I I I I (3) #4 HORIZ. CLR. E.W. BOTTOM 2 L PLAN 5 EAR WALL SCHEDULEL EDGE NAILING R EL m 2'-0" PER PLAN (3) #5 x V A8 I'l I 1 SHEATHING b TOPPING vPER PLAN iiiiEPDXY DOWELSri \ TYP. EA. WAY, CENTERED #4x24" O.G. @ _ i�;> ;1 '"' cn v DO NOT BACKFILL UNTIL �� ti lb" O.G., 4" MIN. o ALL FLOOR FRAMING - I- - W PER SOILLS REPORTE SOIL EMBED \ II PROVIDE MISC. METALS A5 \ \ AND SHEATHING IS - P G' _ REQUIRED BY ELEVATOR MFR. (3) #5 HORIZ. 4 2'-0" ' COMPLETE G T ii \ 8 (2) #4 HORIZ. TOP A TYPICAL INTERIOR WALL FOUNDATION (THICKENED SLAB) SCALE: NONE 6 TYPICAL ELEVATOR PIT SCALE: NONE (2) LAYERS OF JOI ST PER PLAN LSG HANGER • EACH STRINGER BLDG. PAPER 4x LEDGER IN/ %/a"o �� TREADS # RISERS ANCHORM BOLTS, PER ARCH. n PERMIT REVISIONS 12/17/19 EMBED 5 '� DECKING PER PERMIT REVISIONS 10/7/19 • I 4x BEVEL PLATE - NAIL \ TO DBL. TOP PLATE w/ ARCH. DWGS. PERMIT SET 6/7/19 EQ. , / EQ. SLAB-ON-GRADE SPREAD FOOTING SCHEDULE / BEAM PER PLAN PERMIT DATE DATE Ibd NAILS ® 10" O.G. ± PER PLAN / STAGGERED #4 ® 12" O.G. HORIZ. c 2a° MARK SIZE E DEPTH 02 REINFORCING POST PER PLAN NO. DESCRIPTION DATE BY DEL. TOP PLATE I ISSUES: REVISIONS: m F2.0) 2'-0" x 2'-0" x 12" (3) #4 E.W. SOT. P.M. JHR SLAB-ON-GRADE FOOTING REINFORCING STRINGER @ 12" O.C. D #5 ® 12" O.G. VERT. •' #4 x 12' P.E. OCC DOWELS @ lb" O.G. K F3.0) 3'-O" x 3'-0" x 12" (3) #5 E.W. COT. PER PLAN PER SCHEDULE CUT FROM 2x12 DF#21L l \ (F3.5) 3'-b" x 3'-b" x 12" (4) #5 E.W. SOT. ' DRAWN BY: TTH • P/T 2x6 w/ (2) ROWS ` `' ® SCALE AS SHOWN • • lk‘' ? LANDING JOIST 1��"�� 5 I \ PAF @ 12" O.G. AND DATE: 5/7/19 ��I��•*�:pOo°oo ` • � q (2) IOd-F TOE NAILS PER PLAN ,i �� 4.�o°� I. ALLOWABLE 501E BEARING PRESSURE 15 3.0 KSF. ] p = EA. STRINGER JOB NO. 19088.01 o • �I I = 11 = 11 /III 1 POST PER PLAN � I \ I- 1 p �' / SHEET TITLE: • _ o _ 2. INCREASE FOOTING DEPTH A5 REQUIRED TO I =11 \ _ • BEYOND INSULATION \ \ A ' E - MATCH ADJACENT FOOTINGS. I I I • I I = I = I = I I I I I • 2x6 STRONGBAGK DETAILS \ - IIBuE111= =9 PER ARCH. UNDISTURBED NATIVE I = I-I I- I o' _ _; (WHERE OCCURS) 501E PER SOILS "' v (FAR SIDE) w/ (2) ROWS DOWELS TO m OF IOd-F NAILS ® 8" D.G. REPORT 10\�• .Oo°oc�0\e •• •O°o°o STAGGERED A5 SHOWN MATCH VERTICAL v °S./��•°pOo l°8•��•00° REINFORCEMENT EQ. 8" EQ. (4) #4 HORIZ. WIDTH PER SCHEDULE •° ,° p • � ° o N (ALTERNATE HOOK i / III - - I kI I I I - 1 1 se DIRECTION) 2'-10" CONC. SLAB SHEET NO. 4,2 PER PLAN gat: II'-0" I11-0" / SEE ARCH. DWGS. FOR INTERMEDIATE MAX. MAX. RISE AND RUN AND BEARING WALL, 2x6 TREAD CONFIGURATION. S 3 . 2 ON STUDS @ I6 O.G. , SCALE: NONE TYPICAL SPREAD FOOTING AT SLAB-ON SCALE: NONE I I STAIR STRINGER TO FOOTING SCALE: NONE TYPICAL BASEMENT WALL. - I-JOIST PERPENDICULAR W/ LEDGER SCALE: NONE C� SPREAD FOOTING SCHEDULE I Q 12 EQ EQ LIP I i, • f MIN. (2) BOLTS IN EACH SILL SECTION STUD, BLKG. OR t it PLATE A5 OCCURS WALL SGULE Ink SILL PLATE AND ATTACHMENT PER 5HEAR WALL SCHEDULE (AT NON-5HEAR WALLS; MIN. 2x SILL PLATE BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT QUANTUM z �L- w/ %."0 ANCHOR BOLTS ® 48" O.G. wl PANEL JOINT • i SHEAR SHEAR WALL PANEL 2x BOTTOM PLATE ANCHOR BOLTING RIM JOIST OR BLOCKING CO N S U L T I N 6 ENGINEERS Q PLATE WASHERS 3"x3"xia EMBED MIN. SPACING PER PANEL Q 1" INTO CONCRETE) SHEARWALL WALL SHEATHING EDGE CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE-Th 1511THIRDAVENUE EDGE NAILING I- Q WHERE SILL PLATE IS DRILLED OR NOTCHED SCHEDULE TYPE O FRAMING O JOIST OR BLOCKING CONCRETE BELOW Q© ® gEIi7T�,WA 98101 S (3) EQ SPACES ©o 3x PL. 2x PL. INTERIOR WALL EXTERIOR WALL TEL 206.957.3900 MORE THAN I/3 OF THE PLATE WIDTH, INSTALL ONE BOLT EACH SIDE OF NOTCH w c \ 1, FAX 206.957�01 I 15/32" APA 0.131"0x2%2" .gLaMumce.�m l _ _ _ y SIN-6 ONE-SIDE SHTG. 2x ® b" O.G. 0.148 �x3ia ® b O.G. o �6 ® 48 O.G. �e ® 48 O.G. A35 ® Ib O.G. LTP4 ® Ib O.G. 11 1 i 5W-4 15/32" APA 3x OR 0.148"0x214° 0.148":x3ia" ® 4" O.G. fie"O ® 48" O.G. %"Q ® 32" O.G. A35 ® 16" O.G. LTP4 ® lb" O.G. ONE-SIDE SHTG. (2) 2x ® 4" O.G. ® ® SEAL: VBOLT DIA. MIN. 15/32" APA 3x OR 0.148"0x2%a" 0.148"0x314" ® 3" O.G. %"0 A 32" O.G. 6"0 ® 24" O.G. A35 ® 12" O.G. L1P4 ® 12" O.G." MAX.) STAGGER EA. LINE OF PANEL 5W-3 ONE-51DE SHTG. (2) 2x ® 3" O.G. ® ® As NAILING (AT ALL PANEL ' -'' EDGES) A5 INDICATED (2) ROINS WS 4V " 15/32" APA 3x OR 0.148 Wx2/a 0.148"0x3%a" ® 4" O.G. fib"O ® 24" O.G. fie"0 ® 16" O.G. A35 ® 8" O.G. LTP4 /® 8" O.G. `' ONE-SIDE SHTG. (2) 2x ® 2" O.G. ® STAGGERED 10 �o4 _ ‘ TYPICAL SILL PLATE BOLTING - PLAN VIEW SCALE: NONE I TYPICAL STAGGERED NAILING SCALE: NONE 2 : OI INSTALL PANEL GHEATHING EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. PROJECT: 2'-0" it PANEL EDGE 0 ALL INTERMEDIATE WALL STUDS SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL EDGES INCLUDING HORIZONTAL BLOCKING PER THE SCHEDULE. MIN. PANEL ----- CONTINUOUS PANEL EDGE NAILING PER PLAN, SEE 2/54.0 DIMENSION ® PROVIDE NAILING TO ALL PANEL EDGES, TOP 4 BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE PANEL EDGE NAILING 77 /�� 2 j .�/ / STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS w/ 0.148"0 x Zia" ® 12" O.G. F I D A L G O FLATS PER PLAN / j %� �j 2x4 FLAT BLKG. „ j ® EMBED CAST-IN-PLACE 5/8 0 ANCHOR BOLTS 7 MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 I/2" IN (E) GONGREII=; SEE STRUCTURAL NOTT=S). PROVIDE / / DETAIL A PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SHEATHING jj� / � , AT PANEL EDGES ()*HERE REQ'DJ SEE DETAIL I/54.0 FOR OTHER REQUIREMENTS. %� Ø //9BLOCKINGPER PLAN ��/�,/� CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS.j (� PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL 1014 18TH ST. FIELD NAILING AT / j / j PANEL EDGE INTERMEDIATE FRAMING // /// NAILING PER PLAN " - " LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.131"m x 2-1/2" LONG NAILS FOR CLIPS INSTALLED ANACORTES WA // b PROVIDE 0.131 � x I I/2 LO PER PLAN j �MEMBERS �O///,, //�/�.� / j ,�.,,%�%�%��,'ii��;j///;/////'//� „S,�„� � ��j OVER FLOOR OR WALL SHEATHING ON FRAMING MEMBERS. SEE 6/54.21 FOR TOP PLATE SPLICE. �j /� / /� APPROVAL: SHEATHING JOINT, /j j .// ° II 2x4 NAILER w/ o PANEL EDGE NAILING / / je,% IOd-F NAILS b" O.G. 7 ALTERNATIVE TO 3x STUDS AND 3x HORIZ. BLOCKING 15 (2) 2x STUDS/BLKG. NAILED TOGETHER WITH 0.148"� x 3" LONG NAILS WITH THE SAME SPACING A5 1T IE N TYP / / •% -` PANEL EDGE NAILING PER THE SCHEDULE (STAGGER). PER PLAN, � _ z u� .'/ �% / g Q JOIST BEYOND AT JOIST i/ ,,,/�//A•///, zjr z iffy/ - °- ® STAGGER NAILS PER 2/54.D. INHERE FULLY BLOCKED !u e,,;/ , ,� j o o SPLICE INHERE OCCURS DIAPHRAGMS ARE j'>y.,, ./`j cr !i�/ j , DETAIL B O RIM JOIST/BLOCKING MINIMUM WIDTH OF Ida"• STAGGER NAILS PER 2/54.0 WHERE SPACING IS LESS THAN b O.G. SPECIFIED ON THE j�p�0 j % z PA EDGE NAILING AT JOIST SPLICE PLANS, PROVIDE %� %! �� Q NAILS PER 2/54.0. / dWALLS 3/ AT INTERIOR WALLS. STAGGER L .� / �� 10 RIM JOIST/BLOCKING MINIMUM WIDTH OF Is/a AT EXTERIOR 2 2x4 FLAT BLKG. / ��%/- /i �� i//// / SSHEATHING EE DETAIINTS, /j�•j�j%/� G .� L A i /� I. RUN LONG DIMENSION OF SHEATHING PANELS ��/ PERPENDICULAR TO FRAMING. ao i, i` /i 2. INHERE FRAMING LAP SPLICE AND SHEATHING JOINTS j/ // ',, � � ARE OFFSET, SEE DETAIL B ABOVE. TYPICAL ROOF AND FLOOR DIAPHRAGM SHEATHING SCALE: NONE 6 SHEAR MS SCHEDULE - IOd NAILS SCALE: NONE S EXTEND BEAM TO MATCH POST I0d-F NAILS � DEPTH BELOW. ADD SOLID BLKG. ® 8" O.G. POST AT BEAM END SCHEDULE A2 PERMIT REVISIONS 12/17/19 WHERE BEAM WIDTH < STUD WIDTH STAGGERED PERMIT REVISIONS 10/7/19 NO. OF 2x STUDS IN BUILT-UP POST ABOVE WOOD BEARING WAIT SCHEDULE SOLID WOOD BLKG. �, BEAN WALL TYPE PERMIT SDATE DATE ET 8/7/19 BELOW POST ., 1P LI L2 L3 L4 L5 WALL NO PERMIT DESCRIPTION DATE BY PER i/54 2, TYP. A. ABOVE SECTION A 4'-0" 2/2 2/2 2/2 2/2 2/2 LEVEL Q O O O © I. SEE 2/53.2 FOR STUD SPACING AT ISSUES: 0 REVISIONS: A BEAM/HEADER DOUBLE WALL CONDITION. SEE 3/53.2 P.M. JHR ` + PER PLAN FOR STUD SPACING AT STAGGERED 4'-0" - 8'-0" 4/3 3/2 2/2 2/2 2/2 P.E. QCC + / 2x4 ® I6" O.G. STUD WALL CONDITION. // L5 2x4 IS" O.G. STAGGERED 2x4 ® IS" D.G. 2x4 ® lb" O.G. 2xb ® lb" O.G. DRAWN BY: TTH / IP T T I I I IL 8'-0" - 10'-0" 5/3 4/3 3/2 2/2 2/2 2. SEE GENERAL NOTES FOR TYPICAL WALL SCALE: AS SHOWN 2x4 ® lb" D.G. FRAMING AT NON-STRUCTURAL WALLS. DATE: 5/7/19 ADD SOLID BLKG. TT NO. OF 2x6 STUDS, TYP. L4 (2) 2x4 ® IS" O.G. STAGGERED 2x4 ® IS" O.G. 2x4 ® IS" O.G. 2xb ® IS" O.G. IIJOB NO. 19088.01 u 3. NAIL MULTIPLE STUDS TOGETHER w/ II/54.2 WHERE HDR WIDTH ; NO. OF 2x4 STUDS, 1YP. < STUD WIDTH SHEET TITLE: _ I. THIS TABLE APPLIES UNLESS BUILT-UP STUD POSTS ARE L3 (2) 2x4 ® lb" O.G. STAG STAGGERED 2x4 ® I6" O.G. 2x4 ® lb" D.G. 2x6 ® I6" O.G. IOd-F NAILS ® 8" O.G. (STAGGERED). ALIGN FACE _ IO/S4.2 SHOWN ON PLAN. 4. WALL TYPE O MAY BE SUBSTITUTED DETAILS + + OF POSTS, TYP. OPP HAND + + + + + �- + � 2x4 ® Ib" O.G. FOR WALL TYPE D 2. THIS TABLE DOES NOT APPLY TO HEADERS IN EXTERIOR L2 (2) 3x4 ® Ib" O.G. STAGGERED 2x4 ® lb" O.G. 3x4 • 16" O.G. 2x6 ® I6" O.G. N -y`t- BUILT-UP STUD WALLS. SEE DETAIL 12/54.4 FOR BEAM END POSTS AT POST PER N EXTERIOR WALLS. 2x4 ® I6" O.G. SCHEDULE A • / BUILT-UP LI (2) 3x4 ® IS" O.G. 3x4 ® IS" O.G. 3x4 ® IS" O.G. 2x6 ® 12" O.G. v STUD POST 3. EQUIVALENT OR GREATER GROSS-SECTIONAL AREA OF STAGGERED � PER SCHEDULE SHEET NO. 3x's OR 4x's MAY BE USED IN PLACE OF BUILT-UP 2x POSTS. Jr BEAM SPAN 4 FLUSH BEAM CONDITION HEADER CONDITIONS4 . O T Erz POST AT BEAM END SCHEDULE - INTERIOR WALL SCALE: NONE I O WOOD BEARING WALL SCHEDULE SCALE: NONE 12 HOEDOWN STUDS OR POST PER PLAN, (2) 2x MIN. SHEATHING AND 5HEAR WALL EDGE LO I L5g0 CLIP EA. END ONE FULL HEIGHT STUD NAILING PER SHEAR WALL SCHEDULE SHEAR WALL EDGE NAILING AT OF EA. STRINGER (MIN.) w/ SHEAR WALL UP TO " OF FLAT SHIM MAY EACH HOEDOWN STUD OR POST EDGE NAILING TO STUD BE PLACED HERE TO AID IN TREADS $ RISERS �,. INSTALLATION OF HOLDOWN CONNECTORS TO HOLDOWN FULL HEIGHT WALL END ,� • STUD AS REQUIRED BY MFR. ,/ j% �/ %/ SEE SCHEDULE ANCHOR ANCHOR BOLT CONNECTORS PER ARCH. STUDS PER PLAN (2 MIN.) j / �� ' • w/ SHEAR WALL EDGE j j` �/ HOEDOWN BOLT IN GONGRET E TO HOEDOWN QUANTUM NAILING TO EACH STUD //j/ HOEDOWN PER PLAN EMBED LENGTH STUDS ' '/ / / II CONSULTING ENGINEERS ' ' 7 TOP BRIDGE MEMBER 8 % / Igo- • I IOd-F NAILS ® 8" O.G. TYP. HDUS "� IS" (20) SDS is"x2 " SCREWS ■ / / AT BUILT-UP STUDS 1511THIRDAVENUE STAIR STRINGER , ' BEAM . ,.,lacti'n ATTACHMENT PER J �� SUITE323 PER PLAN CIE HOEDOWN SUPPLIER98101 CUT FROM 2x12 DF#2 E w z- Al1--FRAMING CONTINUOUS K' TEAT 957 SPACED AT 12" O.G. Q W // WHERE OCCURS PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, 3900 o I CONTINUOUS ROD TOP OF GONG. OR METAL PLATES FOR ALL CONNECTORS IN / I FAX 206.957�01 4 m IMill PER HOEDOWN SUPPLIER PER PLAN ,�, CONCRETEREINFORCING CONTACT WITH PRESSURE TREATED MEMBERS. viveiv'GuandmN�.can / i m 7 • �� JOIST PER PLAN 7 72x6 STRONGBACK (FAR •- -- ;; -- - - -- --- -- SIDE) w/ (2) ROWS OF • IOd-F NAILS @8" O.G. I� I'I FULL WIDTH SOLID EMBEDMENT CAST-IN-PLACE HEADED FA/ ANCHOR BOLT AND STD.BEAM PER STAGGERED A5 SHOWN illIlsislir BLKG. BETWEEN LENGTH PER SEAL: PLAN 11111 elealio HOLDOWN STUDS SCHEDULE WASHER, OR ALL- THREAD a WITH DOUBLE HEAVY HEX �a, I11 NUTS AND STD. WASHER see: RI MP AV '%y/ . IOd-F @ NAILS 5" O.G. i' STAGGERED TYP. AT • 111-0" MAX. BUILT-UP STUDS / I �o� `' TYPICAL STAIR STRINGER SCALE: NONE I TYPICAL CONTINUOUS ROD HOLDOWN AT TOP SCALE: NONE 2 TYPICAL HOLDOW4 TO CONCRETE SCALE: NONE 4 PROJECT: WALL END STUDS PER PLAN re/ SHEAR WALL MIN. (2) STUDS w/ SHEAR WALL EDGE NAILING TO << F I D A L G O FLATS SHEAR WALL EDGE EACH STUD (MIN. 3 STUDS AT PER PLAN NAILING TO STUDS WALL END) BOTTOM PLATE / GAP PER CONTINUOUS ROD CONNECTION PER SHEAR rt. WALL SCHEDULE, P. / SUPPLIER • •.V,�r i/• r PER HOLDOWN SUPPLIER ��/ � ii/, � (I6 MAX.) %f% ti — 1014 18TH ST. /j jli SHRINKAGE COMPENSATION DEVICE _ ANACORTES WA 91) 4/6 pli PER HOEDOWN SUPPLIER (2 STORY MAX. SPACING)lAl /BLOCKING CONNECTION APPRovAL: FULLWIDTH SOLIDBLKG. PER SHEAR WALL / \ 2/54.1 BETWEEN HOEDOWN STUDS SCHEDULE, TYP. SOLID BLKG. TO MATCH ( WIDTH OF STUDS ABOVE AND BELOW .11,111.11 1/ / ,- PROVIDE SOLID BLKG. ., HEADERS TO MATCH WALL v I 1 1 / THICKNESS AND STUD JOISTpout- WIDTH BELOW (TYP.) PER PLAN � _ _ .1" - HEADER PER PLAN SHEATHING AND 5HEAR (WHERE OCCURS) WALL EDGE NAILING PER I IOd-F NAILS @ 8" O.G. 5HEAR WALL SCHEDULE STAGGERED TYP. AT BUILT-UP STUDS Ihm it 6/54.1 SCALE: NONE TYPICAL CONTINUOUS ROD HOLDOWN AT INTERMEDIATE FLOOR SCALE: NONE EDGE NAILING �j i HEADER PER PLAN DETAIL 5 6 TO TOP s BOTTOM PLATE jj// / (WHERE OCCURS) PER 5HEAR WALL SCHEDULE � �// .. $; � ' I I -- SOLID BLKG. TO MATCH HOEDOWN STUDS /-//"""" /�%''/ WIDTH OF STUDS ABOVE K., i ' HOEDOWN • STRAP PER PLAN ""/' 1 './1% / �' 1 / / OR POST PER PLAN, %/ // OPTION: EDGE NAILING /j�/ j� _ / AND BELOW n PERMIT REVISIONS 12/17/19 (2) 2x MIN. / / - (WRAP AROUND BEAM BELOW, TO RIM JOIST AT EXTERIOR ;'It f� j`; A PERMIT FRAMING / / CENTER STRAP ON STUDS) WALL CONDITIONS -v / :!' limn. PERMIT SET REVISIONS e/7�9 / %�j „� PER SHEAR WALL AND/OR SHEATHING AND SHEAR WALL EDGE / j ORIENTATION NAILING PER SHEAR WALL SCHEDULE / / TOP PLATE SPLICE j h PERMIT DATE DATE PER PLAN / _ / NO. DESCRIPTION DATE BY (4;� 1 5HEAR WALL EDGE NAILING AT , BEGINNING • Q PER 6/54.2 / ISSUES: REVISIONS: (WHERE OCCURS) j�i/�'�y HOLDOWN PER EACH %/ j j��Igo, i EACH HOEDOWN STUD OR POST /% OF NAILS jj� P.M. 0 JHR ;�; INTO POST =m, j;, // �,.��/ SHEAR WALL SCHEDULE %O �s HOEDOWN STRAP PER BLKG. AT PANEL EDGES w/ ! ,��i �'%� r" �!��; P.E. 0CC s I PLAN (EACH SIDE WHERE 'Ib EDGE NAILING PER SHEAR ,�i/� �/ �j // ,/� / DRAWN BY: TTH NOTED ON PLAN) „ , ,,, „ „ ,,. „ , „ WALL SCHEDULE ;j j j / / TOTAL WALL END SCALE: AS SHOWN I _ ! SHEATHING PER PLAN FACE NAIL MIN. , / 5/53.1 STUDS PER PLAN �� I INTO BEAM HOEDOWN MIN. NUMBER STRAP END I 5/53.1 DATE: 5/7/19 ”Bill -- -- ----- -- ----� STRAP OF NAILS LENGTH /%- i JOB NO. 19088.01 SOLID BLOCKING TO EACH END !% / I •\ / 8/53.1 CONCRETE FOUNDATION/ SHEET TITLE: II MATCH HOEDOWN STUDS III - A WALL SCHEDULE SHEAR C II W i T GSIb (IS) 8d I'-4" li CONC. WALL PER PLAN DETAILS HEADER PER PLAN 'qqWA, / _ I I Y I FRAMING CONTINUOUS AND II/542 I I - -FI- - - STRAP EACH END \1 I I / Q I I WHERE OCCURS OF HEADER TO MATCH HOEDOWN SHEAR WALL FIELD \ SHEET NO. N STRAP (WRAP _ _ IOd-F NAILS ® 8 O.G. TYP. AT BUILT-UP STUDS \ AROUND BEAM ABOVE) NAILING PER SHEAR WALL SCHEDULE SILL PLATE AND J HOLDOWN STUDS ATTACHMENT PER I/S4.0 OR POST PER PLAN, S41 ,. (2) 2x MIN. 4, ,,, 4, SHEAR PIALL ELEVATION - CONTINUOUS ROD HOEDOWN SCALE: NONE 12 re TYPICAL FLOOR TO FLOOR HOLD0114 STRAP d FLOOR TO HEADER HOEDOWN STRAP SCALE: NONE I 0 NON-BEARING WALL IL FULL-DEPTH WALL ABOVE PER ARCH DRAWINGS BLOCKING ® 48" O.G. nHn_ r (WHERE OCCURS) LO I L i JOIST PER PLAN (2) Ibd NAILS ® 48" O.G. u ► ' PANEL EDGE NAILING I � : Ink TO BLOCKING _ Z PER PLAN TO BEAM 5HEAR WALL SHEATHING ill I SEE TYPICAL DETAILS ON -�, i i 4 NAILING PER PLAN Ssi SHEET 54.3 FOR ►_4 ►_i� �_ SHEATHING aE TOPPING (WHERE OCCURS) 5HEAR TRANSFER ------------------- -----.._-.-. =1 QUANTUM �� ,►i��►� ►� ►z I PER PLAN 1' ., INFO., ETC. JOIST PER PLAN �- _I __ i /III I SIMPSON CONSULTING ENGINEERS I. l �.� 11, y`.j� _I ►��cil ►_i1 NON-BEARING WALL 48" O.G. SLOT VERTICAL tgau ►� ��ik (NAIL AT MID-HEIGHT OF SLOT) —-----------�—-�-�— 1511 THIRD AVENUE FULL-DEPTH BLOCKING PER ARCH DRAWINGS ►-' SUITE 323 SEATTLE,WA 98101 ® 48" O.G. YIALL PARALLEL TO ROOF FRAMING TEL I1.E,206 W 9810 3900 MALL PARALLEL TO FLOOR FRAMING I .957 3901 WNfWFAX 420606ua 11URICC.COR1 1111111111 ►r!yfI NON-BEARING WALLJOIST PER PLAN PER ARCH DRAWINGS ►=' FLOOR JOIST � HANGER PER PLAN PROVIDE JOIST HANGERS ill ORIENTATION PER PLAN Ibd NAILS ® Ib" 0.G. TO BLOCKING PER PLAN WHERE JOISTS IJ015T PER PLAN ►_� ,1 ►� BEAM PER PLAN ARE PERPENDICULAR II SOLID BLOCKING SEAL: FULL-DEPTH BLOCKING SIMPSON 5TG CLIP ® TO 2-HR. WALL ill PER ARCH. AT FLOOR LINE II _ ____ _ ►_i _, JOIST PER PLAN 48" O.G. SLOT VERTICAL K JO 11.111=1/111111111.1111111-; NON-BEARING WALL I (NAILATMID-HEIGHTOFSLOT) 2-HOURFIRERATEDWALL AJCMBLY PER **if:� ► SEE ARCH DRAWINGS ARCH. �� q'� . 14 / WALL PERPENDICULAR TO FLOOR FRAMING WALL PERPENDICULAR TO ROOF FRAMING - �L ! TYPICAL NON-STRUCTURAL WALL SUPPORT (BOTTOM) - I-JOIST SCALE: NONE I TYPICAL NON-STRUCTURAL WALL SUPPORT (TOP) AT ROOF SCALE: NONE 2 FLUSH BEAM AT JOIST DIRECTION CHANGE SCALE: NONE 3 TYPICAL FLOOR FRAMING AT 2-HOUR RATED WALL SCALE: NONE 4 PROJECT: WEL STUD DEPTHfzep----- FRAMING CONDITIONS VARY, F I D A L G O FLATS FOR INFORMATION NOT (12) IOd-F NAILS 3" O.G. NOTED SEE PLAN 4 I. AT NON-SHEAR HALLS, NAIL STUDS TOGETHER MAX. DIAMETER STAGGERED IN 2 APPROPRIATE DETAILS WITH IOd-F NAILS (4, 12" 0.C. CUT °' OF HOLES ROWS AT EACH SIDE OF EACH SPLICE 10d-F NAILS ® 12 O.G. SHEATHING AND 5HEAR POST PER PLAN 2. ADDITIONAL STUDS REQUIRED A5 NAILERS, STAGGERED IN 2 ROWS ELSEWHERE WALL EDGE NAILING PER ETC. ARE NOT SHOWN. I G. CIRCULAR �� HOLES AREAT TO BE SHEAR. (WHERE OCC WALL SCHURS)EDULE, SO LEAST TYP POSTLID TOWOOD MATCH BLKPOSTBELO SIZWE, A1014 N A C 1 O R T8TH E SST. NOTCH '` STUD A STUD DEPTH FROM I INSTALL WOOD GRAIN VERTICALLY APPROVAL: il A CUT OR NOTCH _ SHEATHING AND SHEAR I DEPTH . (2)AND BOTTOM SHEATHING TOP 1 V NOTCH . TOP CHOW BOTTOM CHOW ( WALL EDGE NAILING PER Ili/I MAX. DEPTH 1i SPLICE SPLICESHEAR WALL SCHEDULEHOLES ARE TO _ I=o (WHERE OCCURS) iLET-IN -.�_-_.NOTCH ` BE SPACED AT LEAST ` "� MIN. DEPTH !I TWICE THE DIAMETER i� i.......... MIN. 5/8" OF THE LARGEST HOLE IOd FACE NAILS w/ THE I\t,i. 0.1 4 0 MIN. BETWEEN SPLICES _ SAME SPACING AS THE II A. EDGE '� i'`4 PANEL EDGE NAILING I DIST (TYP) -� /9 I FLOOR FRAMING A5 OCCURS, PER THE SHEAR WALL CUTTING AND NOTCHING WOOD STUDS SPLICE TO OCCUR AT (� RIM JOIST OR I SCHEDULE (SEE NOTE I I BLOCK REMAINDER OF BEARING BLKG. A5 OCCURS I SOLID A5 INDICATED. AT NON-5HEAR WALLS) j (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY ENGINEER) OF STUD (TYP.) I BEARING WALL STUDS: I POST PER PLAN VARYING WALL SIB STUD MAX. DEPTH OF MIN. DEPTH REMAINING SIZE SAW CUT OR NOTCH AFTER CUT OR NOTCH TYPICAL TOP PLATE SPLICE SCALE: NONE (j TYPICAL POST AT FLOOR SCALE: NONE 1 2x4 1/8" 2-3/8" 1 IOd FACE NAILS is/ THE 2x6 1-3/8" 4-1/8" I SAME SPACING A5 THE 2x8 I-1/8" 5-3/8" ( PANEL EDGE NAILING PER THE SHEAR WALL NON-BEARING WALL STUDS: I SCHEDULE (SEE NOTE I n WHERE HEADER INTERRUPTS BEAM BEARING LENGTH TO 2 PERMIT REVISIONS 12/17/19 STUD MAX. DEPTH OF MIN. DEPTH REMAINING DOUBLE TOP PLATE, SIMPSON M5TA24 AT MATCH POST BELOW I AT NON-SHEAR WALLS) /� / \ PERMIT REVISIONS 10/7/19 SIZE SAW CUT OR NOTCH AFTER CUT OR NOTCH PROVIDE M5TA24 U.O.N. EXTERIOR WALL TYP. U.O.N. SHEATHING AND SHEAR ��_ PERMIT SET 6/7/19 JOISTS PER PLAN WALL EDGE NAILING PER 011��________ PERMIT DATE DATE B. 2x4 I-I/2" 2" DOUBLE TOP PLATE PROVIDE BLOCKING BEAM PER PLAN SHEAR WALL SCHEDULE 2x6 2-3/8" 3-1/8" \ OR RIM JOIST AT (WHERE OCCURS) NO. DESCRIPTION DATE BY 2x8 3" 4-1/4" L y BEARING WALLS ISSUES: 0 REVISIONS: A 1 I IIL ., , , , „ WALL CORNER P.M. JHR HOLES IN WOOD STUDS ' P.E. tact 3" 1 BEARING WALL: _4asit MIN. DRAWN BY: TTH STUD MAX. DI AMETER 1 l I SHEATHING AND SHEAR SCALE: AS SHOWN ► DATE: 5/7/19 Se SIZE OF HOLE I WALL EDGE NAILING PER 2x4 I-I/2" ( ) IOd-F NAILS L CONTINUOUS DOUBLE TOP 1 5HEAR WALL SCHEDULE JOB NO. 19086.01 b 2x6 2-3/8" PLATE AT EXTERIOR WALL _ _ _ __ 1 ')II (WHERE OCCURS) SHEET TITLE: 2x8 3" SINGLE PLATE (PROVIDE STRAP PER PLAN (WHERE , 11 DETAILS NON-BEARING WALL: KING STUD DOUBLE PLATE ATOCCURS), CENTER STRAP �=� -'� OPENINGS OVER LENGTH ON WALL END IOd FACE NAILS w/ THE rT3STUD MAX. DIAMETER 8'-0" IN LENGTH) SAME SPACING A5 THE C SIZE OF HOLE PLATE IF NO STRAP TO PANEL EDGE NAILING HEADER PER PLAN, PER THE 5HEAR WALL 2x4 2-I/4" COORDINATE PLACEMENT OF BUILT-UP POST PER v 2xb 3-3/8" �- • • AT NON�5HEAR NWALLS) SHEET NO. r 2x8 4-1/2" HEADERS WITH ARCH. SCHEDULE ON 12/54.4 a TRIM STUD POST PER PLAN AND DETAIL 10/54.0 i le IOd-F NAILS 41) 8" O.G., TYP. % WALL INTERSECTION AT BUILT-UP STUDS IOd-F NAILS @ 5 O.G. TYP. S4 . 2 AT BUILT-UP STUDS , N TYPICAL ALLOWABLE HOLES AND NOTCHES IN STUDS SCALE: NONE q TYPICAL INTERIOR WALL HEADER DETAIL SCALE: NONE 10 TYPICAL FLUSH BEAM / EXTERIOR HEADER DETAIL SCALE: NONE I I TYPICAL WALL INTERSECTIONS SCALE: NONE 12 SHEAR WALL SHEATHING PANEL EDGE NAILING BOT. PLATE PANEL EDGE NAILING PER PLAN (WHERE OCCURS) —1� NO WALL ABOVE AT SIM. PER PLAN 5HEAR WALL SHEATHING ATTACH. PER BOT. PLATE ATTACH. PER PER PLAN TO ELKG. PER PLAN (INHERE OCCURS) I 5HEAR WALL SCHEDULE PANEL EDGE SHEAR WALL SCHEDULE NO WALL ABOVE AT 51M. (MIN. Ibd NAILS @ 8" O.G. � (MIN. Ibd NAILS @ 8" 0.G. L5L BLKG. CANN. TO SOT. PLATE CONT. LSL JOIST, CONN. PANEL EDGE I AT NON-5HEAR WALLS) NAILING PER PLAN I AT NON-SHEAR WALLS) NTOP PLATE BELOW PER ATTACH. PER 5HEAR TO TOP PLATE BELOW NAILING PER PLAN I SHEAR WALL SCHEDULE WALL SCHEDULE (MIN. PER SHEAR WALL JOIST HANGER PER PLAN 5HEAR WALL EDGE SOT. PLATE ATTACH. Ibd NAILS ® 8" O.G. AT SCHEDULE (MIN. IOd-F (MIN. IOd-F TOENAILS 5HEAR WALL EDGE I (ABOVE OPENINGS) NAILING PER SHEAR PER 5HEAR WALL SCHEDULENON-SHEAR WALLS). TOENAILS ® 8 O.G. AT PANEL EDGE NAILING 5" O.G. AT NON-SHEAR NAILING PER SHEAR WALL SCHEDULE, TYP. PER PLAN TO BLKG., TYP. (MIN. Ibd NAILS ® 8 O.G. WALLS) NON-SHEAR WALLS) AT NON-5HEAR WALLS) QUANTUM WALL SCHEDULE, TYP. i SHEATHING 4 TOPPING I PANEL EDGE NAILING SHEATHING d TOPPING CONSULTING ENGINEERS PER PLAN SHEATHING 8 TOPPING SHEATHING 6 TOPPING PER PLAN TO BLKG., TYP. LSL RIM JOIST w/ i PER PLAN PER P AN PER PLAN LSL RIM JOIST w/ (I) IOd-F (2) IOd-F NAILS TO BLKG. ,_� _ �_.y..<. .,T1.,< i__ :� _, 1511THIRDAVENUE NAIL TO TOP d BOT. I ! �. I� == - -- - -�__� , „ s iii „ , „ , , • . „ „ ,.;,.. L..' CONN. TO TOP inilk 1 ► j „{ {„ ►i, >s� „CHORD OF EA. JOIST. j r PLATE BELOW PER � .'►1 �' I# TEL 206957.3900 ISEATTLE,WA 98101 CONN. TO TOP PLATE ;'► 5HEAR WALL SCHEDULE (MIN. bBELOW PER SHEAR WALL jFAX 206.957�01 IOd-F TOENAILS ® 8" O.G. I TYP• www.quardumce.cbm SCHEDULE (MIN. IOd-F IIi' AT NON-5HEAR WALLS) 1� ►� „ ►. IS ., ► �g TOENAILS @ 8" O.G. AT h� I_�, - - �., isiimisiiin NON-5HEAR WALLS =� j�—� Ir JOIST PER PLAN j` JOIST PER PLAN JOIST PER PLAN SHEATHING 4 SHEAR I JOIST PER PLAN WEB STIFFENER PER MFR. (A5 REGD.) WALL EDGE NAILING PER I J LSL BLKG. EA. SIDE (2) 8d BOX NAILS 1 4'-0" MIN. LENGTH OF L5L (2) ad BOX NAILS EA. SHEAR WALL SCHEDULE, 1 ® 48" O.G. SEAL: EA. JOIST TO PLATE BLKG. ® 48" O.G. SHEATHING E SHEAR TYP. (INHERE OCCURS) - JOIST TO PLATE \Y/ • PROVIDE CONT. DBL. TOP PROVIDE CONT. DBL. TOP WALL EDGE NAILING PER STAGGERED STUD (2) IOd-F TOENAILS PLATE OVER OPENING PLATE OVER OPENING I G520 STRAP w/ (4) IOd 5HEAR WALL SCHEDULE BEARING WALL PER PLAN WALL AT SIM. i\ FROM BLKG. TO TOP 8 Rj NAILS TO EA. BLKG. (INHERE OCCURS) PLATE, TYP. ti °� ,IlI --�- HEADER PER PLAN INHERE v ' / PER ARCH. A34, BLKG. TO PLATE OCCURS. SEE TYPICAL � � (2'•..0" MAX HEADER DETAIL(5) / 24" MIN. TOTAL if % �o � ,: LENGTH OF BLKG.. AO✓fist ti+ti TYPICAL EXThRIOR WALL - I-JOIST PERPENDICULAR SCALE: NONE I TYPICAL EXTERIOR WALL - I-JOIST PARALLEL SCALE: NONE 2 TYPICAL INTERIOR STRUCTURAL WALL - I-JOIST PERPENDICULAR SCALE: NONE 5 TYPICAL INTERIOR WALL - I-JOIST PARALLEL SCALE: NONE 4 BOT. PLATE ATTACH. PER GAP BOT. PLATE ATTACH. GAP PROJECT: SOT. PLATE ATTACH. PANEL EDGE NAILING SHEAR WALL SCHEDULE PER ARCH. PER SHEAR WALL PER ARCH. / SOT. PLATE ATTACH. PER PANEL EDGE NAILING PER 5HEAR WALL PER PLAN (MIN. Ibd NAILS @ 8" O.G. SCHEDULE (MIN. Ibd 5HEAR WALL SCHEDULE PER PLAN TO RIM 7-(11— SCHEDULE (MIN. Ibd 7--(11-- AT NON-5HEAR WALLS) -$- NAILS @ 8" O.G. AT (MIN. ISO NAILS @ 8" O.G. NAILS 8" O.G. AT WALL EDGE NAIATHING $ HENG PER Ila" (MIN.) LSL RIM BOARD j AR NON-SHEAR WALLS) AT NON-5HEAR WALLS) C 1 FLATS SHEATHING 4 SHEAR NON-5HEAR WALLS) 5HEAR WALL SCHEDULE F I D A L G O FLAT S WALL EDGE NAILING PER 5 SHEATHING CONTINUOUS SHEATHING CONTINUOUS SHEAR WALL SCHEDULE PANEL EDGE NAILING (2) BD BOX NAILS EA. PANEL EDGE NAILING ACROSS GAP ACROSS GAP ' PER PLAN TO BLKG. CORRIDOR JOIST I JOIST TO PLATE PER PLAN TO RIM 4 ? PANEL EDGE NAILING •PER PLAN SHEATHING $ TOPPING PER PLAN, TO RIM TYP. N SHEATHING 4 TOPPING SHEATHING 4 TOPPING BLKG., TYP. SHEATHING ff TOPPING PER PLAN II/54.3 PER PLAN PER PLAN PER PLAN , ,CAI n:jai .� s'-.Wit:.•.: lscy. �.`a5%�i. V , „ ^� -�I „i ,,,i „, - „ ,ui Ia51 a i_[ „ 1014 18TH T ANACORTES WA 51 /I i APPROVAL: di 11 I IPC i(il 1 ` `- /rA. N *MI NNNN CORRIDOR JOIST �, �— JOISTS PER PLAN CORRIDOR BEAM BEYOND II N JOISTS PER PLAN PER PLAN w/ 1 (PERP. TO WALL AT SIM.) PER PLAN (INHERE OCCURS) JOIST PER PLAN JOIST PER PLAN IUS HANGER NOTCH OR GUT RIM JOIST 8 LSL RIM JOIST L5L RIM JOIST OR BLKG., LSL BLKG. ® 48" O.G. w/ PROVIDE SOLID BLKG. FOR CONN. TO TOP PLATE LSL BLKG. ® 48" O.G. CONN. TO TOP PLATE (2) 8d BOX NAILS EA. CONTINUOUS SHEAR WALL /I (2) IOd-F TOENAILS TO FULL BEARING BELOW PER SHEAR WALL EA. SIDE OF WALL BELOW PER SHEAR WALL , JOIST TO PLATE, TYP. SHEATHING TO PROVIDE TOP PLATE SCHEDULE (MIN. IOd-F SCHEDULE (MIN. IOd-F BACKING AT HANGERS TOENAILS ® 8" O.G. AT (2) IOd-F TOENAILS BLKG TOENAILS ® 8" O.G. AT DOUBLE STUD WALL Ida" LSL RIM JOIST, HEADER PER PLAN NON-5HEAR WALLS) TO TOP PLATE, TYP. NON-5HEAR WALLS) • • PER PLAN CONN. TO TOP PLATE STAGGERED STUD WALL CONTINUOUS SHEAR INHERE OCCURS. BELOW PER 5HEAR WALLSHEATHING $ 5HEAR DOUBLE STUD WALL SHEATHING d 5HEAR SCHEDULE (MIN. IOd-F WALL SHEATHING. SEE TYPICALiir —{u�— TOENAILS 8 O.G. AT (WHERE OCCURS) HEADER DETAILS) WALL EDGE NAILING PER PLAN WALL EDGE NAILING / . NON-5HEAR WALLS) PER SHEAR WALL PER 5HEAR WALL STAGGERED STUD WALL SCHEDULE, TYP. SCHEDULE, TYP. TYPICAL CORRIDOR WALL - CORRIDOR JOIST PERPENDICULAR SGALE: NONE 5 TYPICAL CORRIDOR WALL - CORRIDOR JOIST PARALLEL. SCALE: NONE 6 TYPICAL PARTY WALL - I-JOIST PARALLEL SCALE: NONE 1 TYPICAL PARTY WAIL - I-JOIST PEPENDICULAR SCALE: NONE 8 WALL ABOVE (INHERE OCCURS) BOT. PLATE ATTACH. PER SHEAR WALL SCHEDULE N -N— (MIN. I6d NAILS @ 8" O.G. PANEL EDGE � PANEL EDGE NAILING AT NON-5HEAR WALLS) NAILING PER PANEL EDGE /1\ PERMIT REVISIONS 12/17/19 PER PLAN TO RIM PLAN TO BEAM NAILING PER PLAN A PERMIT REVISIONS 10/7/19 PANEL EDGE NAILING SHEATHING 15HEAR PER PLAN TO BLKG. SHEATHING E TOPPING SHEATHING 6 PERMIT SET 6/7/19 WALL EDGE NAILING PER SHEATHING B TOPPING PER PLAN TOPPING PER PLAN PERMIT DATE DATE SHEAR WALL SCHEDULE NO. DESCRIPTION DATE BY PER PLAN REVISIONS :S: A 1 I i—vSAM Farr/IFSMSSAISRIPWAPANO P.M JHR P.E. OCCAS I El 'FPS SAM DRAWN BY: TTH I 1 ►, SCALE: SHOWN II/54.3 �� JOISTS PER PLAN DATE: 5/7/19 (PERP. JOIST PER PLAN JOB NO. 19088.01 CORRIDOR SHEET TITLE: JOIST PER PLAN i TO WALL AT SIM., CORRIDOR JOIST I SEE DETAIL I/54.3) PER PLAN HANGER PER PLAN CORRIDOR BEAM _ DETAILS BEYOND PER PLAN. \ / LSL BLKG. @ 48" O.G. w/ TOP FLANGE HANGER BEAM PER PLAN NOTCH OR CUT RIM \/ (2) 1061-F TOENAILS TO PER PLAN Ls JOIST 4 PROVIDE / \ TOP PLATE SOLID BLKG. FOR ,' PER PCORRIDOR LAN BEAM FULL BEARING LSL RIM JOIST, 1 CONN. TO TOP PLATE SHEET NO. HEADER PER PLAN INHERE BELOW PER 5HEAR WALL EL OCCURS, SEE TYP. HDR. DTLS. Y� SCHEDULE (MIN. 10d-F / TOENAILS @ 8" O.G. AT it STAGGERED STUD WALL NON-5HEAR WALLS) S4 . 3 ‘,., b DETAIL SCALE: NONE Ci TYPICAL CORRIDOR WALL - CORRIDOR JOIST PARALLEL SCALE: NONE I 0 TYPICAL CORRIDOR BEAM SCALE: NONE I I TYPICAL I-JOIST TO FLUSH SEAM CONNECTION SCALE: NONE 12 I NO WALL ABOVE AT SIM. ! BOT. PLATE ATTACH. CEILING JOIST SCHEDULEPER SHEAR WALL SCHEDULE (MIN. Ibd LO I BOTTOM PLATE ATTACHMENT I I NAILS ® 8" O.G. AT SIZE MAX. SPAN PANEL EDGE NAILING '�HCATHING AND 5HEAR WALL PER SHEAR WALL SCHEDULE I PER PLAN EDGE NAILING PER SHEAR I NON-5HEAR WALLS) lin 2x4 ® 24" O.G. 8'-0" (MIN. Ibd NAILS ® 8" O.G. AT I WALL SCHEDULE I NON-SHEAR WALLS) I SHEATHING b TOPPING NOTE 3 I 2x4 ® I6 O.G. a -2 I SHEATHING i TOPPING PANEL EDGE NAILING I PER PLAN QUANTUM I, 1 I � PER PLAN PER PLAN TO BLKG., TYP. I 1 A CONSULTING ENGINEERS I- 2x6 ® 24" O.G. 12'-b" __ __ _ __ ___ __ _ ___ __ _ ___ RIM JOIST HDR. PER '� h�� 2xb ® IS" O.G. 14'-4" 1 P�� 'l 1511 THIRD AVENUE PLAN. WHERE DOUBLE I �- RIM JOIST HDR. OCCURS, iW,1 PANEL EDGE NAILING SUITE WA981oi III „ IIP' 2x8 ® 24 O.G. Ib-b PROVIDE Ibd COMMON IIIIIIIA� PER PLAN TO BEAM Tom• 206.957.3900 i2x8 ® IS" O.G. IQ'-O" NAILS ® b" O.G. I"I�` cl� . FAX 206.957.3901 STAGGERED www.quantumce.com I j►=� ►=II O.C. , � ,, � _, _,_ _„_,_,_ It)i�" (MIN.) PER NOTE 2 • , I 2x10 @ 24" 21'-2" ►— 2x10 ® I b" O.G. 24'-3" CONT. DOUBLE I I JOIST PER PLAN JOIST PER PLAN w/ (2) ROWS OF 4" x 2 " 1111111111= TOP PLATE II LSL BLKG. EACH 5D5 SCREWS 8 O.G. II HANGER PER PLANSIDE @ 48" 0.G. BEAM PER PLAN TYP. AT WOOD „ ° WALL BEYOND _I I 24" MIN. TOTAL LENGTH SEAL: ;I�z� CEILING JOIST TABLE BASED ON Ili OF BLOCKING I►z� HF *2, Fb=850 PSI (REPETITIVE 1I I RIM JOIST HEADER 11• R j LOCATE GUIDE RAIL PLATE II SHALL EXTEND 'i' MIN. A, : ;, I, PER ELEVATOR MFR., TYP. I%4" LSL RIM, U.O.N. MEMBER6 5E), Fv = 150 PSI E=1.3XI0 P51, DEFL. < L/240 ± J BEYOND EDGE OF OPENING EACH SIDE, AND S/ ' ''( ATTIC LIVE LOAD = 10.0 PSF SHALL NOT BE SPLICED �q,,� CEILING DEAD LOAD = 5.0 PSF OVER OPENING / �o'$ `"� "°� � �liONAL TYPICAL SCALE: NONE FLUSHED FRAMED HEADER SCALE: NONE 3 TO PARALLEL BEAM BELOW STL � SCALE: NONE cEILaNG JOIST SaDULE 2 A — PROJECT: T t� _ - GAP BOTTOM PLATE ATTACHMENT Q 'v DBL. TOP PLATE - PER ARCH. N PER SHEAR WALL SCHEDULE BOTTOM PLATE GUIDE RAIL PLATE NOTCH A5 RECD. WHERE x (MIN. 16d NAILS ® 8" O.G. ATTACHMENT PER �� PER ARCH. \ HOIST BEAM OCCURS TO I AT NON-SHEAR WALLS) SHEAR WALL SCHEDULE F I D A L G O FLATS AND ANCHORAGEIL �� ALLOW FOR HOIST BEAM PANEL EDGE - (MIN. Ibd NAILS 8" O.G. AT PER ELEVATOR MFR., INSTALLATION NAILING PER PLAN SHEATHING CONTINUOUS TYP. AT CONCRETE —� T.0.5. PER ELEV. MFR. �! I1_ TO RIM, TYP. I NON-SHEAR WALLS) �_��" I ACROSS GAP 2x BOTTOM PLATE '1111 SHEATHING AND (2) Sd BOX NAILS i SHEATHING ff TOPPING Ibd NAILS ® 8" O.G. 5HEAR WALL EDGE NAILING (I) 3/4"0 THRU-BOLT EACH JOIST TO PLATE I0 PER PLAN I igitg: IOd-F NAILS I ,I PER 5HEAR WALL 1014 18TH ST. ® 8" O.G., TYP. SOLID WOOD BLKG. I ..-.........------- i_ SCHEDULE SHIM TO MATCH I. SEE TYPICAL DETAILS FOR �� TYPICAL FLOOR I _ ANACORTES WA I:�1 FLOOR SHEATHING APPROVAL: r ADDITIONAL WOOD FRAMING (I) 2x KING STUD Wbxlb ELEVATOR HOIST ELEV. BEYOND INFO. NOT NOTED EACH SIDE OF POST BEAM, LOCATE PER I PLAN (DESIGNED FOR CONNECTION TO TOP I' l� (DO NOT SPLICE EI WITHIN 2. PLATE SIZE TO BE Iia" MIN. LARGER[[ 5000 LB. POINT LOAD, ail illki: PLATE BELOW PER III III 4'-0" OF FLOOR OPENING ON ALL SIDES THAN RAIL �-� ATTACHMENT PLATE PER MFR. 10'-0" MAX. SPAN) JOIST PER PLAN !� SHEAR WALL SCHEDULE j1� '� JOIST PER PLAN PROVIDE (b) SCREWS MINIMUM I (MIN. IOd-F TOENAILS ® j IOd-F TOENAILS ® 8" O.G. PER PLATE. LSL RIM JOIST OR BLKG., PANEL EDGE NAILING 8" O.G. AT NON-5HEAR CONNECTION TO TOP PLATE WALLS) I 2x DBL TOP PLATE. 3. POST PER PLAN WHERE FLOOR BELOW PER SHEAR WALL I111\ PER PLAN TO BLKG. DO NOT SPLICE WITHIN II TO FLOOR/ROOF HEIGHT EXCEEDS ISCHEDULE (MIN. IOd-F 4'-0" OF FLOOR OPENING 12'-0". PLATE TO BE LOCATED sI TOENAILS @ 8" O.G. AT L5L BLKG. ® 48" O.G. NO MORE THAN 14 HEIGHT FROM NON-SHEAR WALLS) TOP OR BOTTOM OF POST. it I- (3) 2x POST (2) IOd-F TOENAILS BLKG. 1 AT BEAM END SHEATHING AND SHEAR ! TO TOP PLATE, TYP. WALL EDGE NAILING PER SHEAR WALL I DOUBLE S11.1D WALL SCHEDULE, TYP. PER PLAN TYPICAL ELEVATOR GUIDE RAIL PLATE ATTACHMENT SCALE: NONE 5 ELEVATOR HOIST BEAM TO WALL CONNECTION SCALE: NOW b TYPICAL PARTY WALL - I-JOIST CHANGE DIRECTION SCALE: NONE i TYPICAL STRUCTURAL- WALL AT FLOOR OPENING - 1-JOIST SCALE: NONE 8 OVERALL LENGTH 'I. ALL DIMENSIONS PER EXTEND BEAM TO MATCH POST IOd-F NAILS „ 3 „ 3 ARCHITECT, MINIMUM/ DEPTH BELOW. ADD SOLID BLKG. @ 8" O.G. KING STUD SCHEDULE A\ PERMIT REVISIONS 12/17/19 I -6 2-b O-b 2-6 I'-b" WHERE BEAM WIDTH < STUD WIDTH STAGGERED 4 MAXIMUM SHOWN. PERMIT REVISIONS 10/7/19 MIN. MAX. MIN. MAX. MIN. 2. SHEATHING NOT SHOWN. NO. OF 2x STUDS IN BUILT-UP KING STUD ABOVE BEAM PERMIT SET 6/7/19 ti 3. TOTAL OPENING WIDTH �I" DATE DATE SHALL BE LESS THAN asra SPAN LI L2 L3 L4 L5 NO. PERMIT DESCRIPTION DATE BY LENGTH. OF OVERALL ISSUES: 0 REVISIONS: LENGTH. T1� A 4-0 2/2 2/2 2/2 2/2 2/2 BEAM/HEADER P.M. JHR L DOUBLE TOP PLATE + PER PLAN OPTIONAL DOUBLE STUD, TYP. I I 4'-0" - 8'-0" 4/3 4/2 3/2 3/2 2/2 P.E. OCC JOINT IN RIM PROVIDE SHEARWALL HOLDOWN ROD PER + , m „ „ DRAWN BY: TTH ` EDGE NAILING TO EA. STUD I W 8-0 - 10-0 5/3 5/3 5/3 4/2 3/2 SCALE: AS SHOWN PLAN AND OTHERI j5/7/19 DETAILS, TYP. } \ _ NO. OF 2xb STUDS, TYP. CONTINUOUS RIM BEAM \ I1/54.2 JOB NO. 19086.01 : NO. OF 2x4 STUDS, TYP. SHEET TITLE: <\-. - PER PLAN I. THIS TABLE APPLIES UNLESS BUILT-UP STUD POSTS ARE DOUBLE CSI b STRAPS ` ALIGN FACE SHOWN ON PLAN. DETAILS Q + + v liMPFL S_ ABOVE AND BELOW OF POSTS, TYP. �" �� OPENINGS. INSTALL + + + BUILT-UP KING 2. EQUIVALENT OR GREATER CROSS-SECTIONAL AREA OF q \ - OPENIN ON TOP LL 3x's OR 4x's MAY BE USED IN PLACE OF BUILT-UP 2x POSTS. s —� STUD PER k‘iHOLDOWN STRAP '^ PLYWOOD SHEATHING, SCHEDULE 1 " BACK FROM USE IOd NAILS A Wig 4" O.G. EACH STRAP V SHEET NO. kig WALL END, TYP. 3 r 2xb FLAT BLKG., TYP. DOUBLE SILL PLATE, TYP. S4 . 4 .i: ,L, ,c, L TYPICAL EXTERIOR Sf EARYW4LL WITH DUCT HOOD OPENINGS SCALE: NONE I O KING STUD SCHEDULE SCALE: NONE 12 SHEAR WALL SHEATHING PER PLAN —4-- LO I (WHERE OCCURS) WALL SHEATHING illey BEARING WALL PER SOT. PLATE ATTACH. PER PER PLAN STUD WALL PER PLAN PLAN SHEAR WALL EDGE SHEAR WALL SCHEDULE NAILING PER SHEAR (MIN. Ibd NAILS @ 8" O.G. Ibd NAILS @ 6" 0.0 WALL SCHEDULE , AT NON-SHEAR WALLS) TO BLKG. PANEL EDGE NAILING PANEL EDGE NAILING PANEL EDGE NAILINGA( QUANTUM FULL-DEPTH 1%" LSL PER PLAN PER PLAN PER PLAN I SHEATHING e TOPPING BLOCKING, CENTERED CONSULTING ENGINEERS UNDER WALL w/ HUC01.81 PANEL EDGE NAILING SHEATHING a TOPPING SHEATHING PER PLAN HANGER EA. END PER PLAN TO BLKG. PER PLAN PER PLAN A 1511 THIRD AVENUE _ ...>..,� :... . . ! SUITE 323 --:VIM*. a-- SHEATHING F %� PER PLAN I �� I -- --- -- - I SEATTLE,WA 98101 y ill IIG TEL 206.957.3900 %► ^ �� I� 8d NAILS ® b" O.G. FAX 206.957.3901uanhim i. MAsiw IN2x FRAMING 9 If TO LEDGER www.qualllUOICEt.COIYI PER PLAN BEAM PER PLAN I'-0" JOIST PER PLAN 1 PER PLAN FRAMING 2x BLKG. @ 48" O.G. JOIST PER PLAN WEB FILLER HANGER PER PLAN LU5210 HANGER SEAL: 2x LEDGER w/ (3) Ibd NAILS @ 12 O.G. BEAM PER PLAN 2x LEDGER w/ (4) Ibd NAILS TO EA. STUD t Jt ti�� 'ZONAL Sr TYPICAL BLOCKING UNDER BEARING WALL SCALE: NONE I LOW ROOF AT STAIR LANDING SCALE: NONE 2 LOW ROOF END CONNECTION TO WALL SCALE: NONE 3 DETAIL SCALE: NONE 4 gat! FOR INFORMATION NOT NOTED, SEE 4/54.6 WALL PER PLAN {I'I FIDALGO FLATS PANEL EDGE NAILING li� � PER PLAN TO BEAM PANEL EDGE SHEATHING EDGE j NAILING TO NAILER PER BOTTOM PLATE PANEL EDGE NAILING NAILING PER PLAN SHEAR WALL SCHEDULE I ATTACHMENT PER PLAN TO BLKG. SHEATHING • PER SHEAR Ibd NAILS @ 6 O.G. CANTILEVERED BALCONY LOADING SCHEDULE 1014 18TH ST. SHEATHING PER PLAN PER PLAN I A N A C O R T E S W A WALL SCHEDULE 2x BLKG. -" I (AVG.) v (k) M (k-ft) APPROVAL: asnamniturr ' �„ '►• �I�I 4'-0" 0.8 154 r1 l II _...__ - .. CORRIDOR JOIST 2x FRAMING PER PLAN PER PLAN CORRIDOR JOIST CORRIDOR JOIST WEB FILLER BOTH PER PLAN PER PLAN LU5210 HANGER CORRIDOR BEAM SIDES PER MFR. PER PLAN TOP FLANGE LSL BLKG. @ 48" O.G. 2x LEDGER w/ (3) 1%" LSL BLKG. UNDER HANGER PER PLAN Ibd NAILS TO EACH TOP FLANGE WALL w/ IU51.81/11.88 CORRIDOR BEAM STUD, (I) Ibd NAIL HANGER PER PLAN EACH END PER PLAN 6" O.G. TO BLKG. TJI JOISTS SUPPORTING BEARING WALL SCALE: NONE 5 DETAIL SCALE: NONE G/ 2x FRAMING LOW ROOF SCALE: NONE 1 DETAIL SCALE: NONE 8 f�y4"x2"x2" WASHER, HTTS TSB WITHIN 6 OF CMSTGI6 STRAP x 5'-0" - EA. EDGE OF BALCONY FILL ALL NAIL HOLES w/ NP• AND 32" O.G. IN BTWN. w/ Ibd SINKER NAILS, ALIGN (26) 10d NAILS TO JOIST ' STRAP OVER BLOCKING 5W-6 5HEAR WALL .. I � . STEEL STACKED 3/ X STAINLESS I GMSTG 6 STRAP x 5'-O" SHEATHING I I PERMIT REVISIONS 12/17/19 2x WEB FILLER BOTH I PERMIT REVISIONS 10/7/19 WASHERS FOR SIDES w/ (2) ROWS OF - FILL ALL NAIL HOLES 2x6 STUD ® Ib" O.G. j PERMIT SET 6/7/19 SOLID BEARING 1Od NAILS ® 4" O.G. I w/ Ibd SINKER NAILS I Ibd NAILS ® 6" O.G. =-�l� I PERMIT DATE DATE TO J015T ! Ibd NAILS TO EA. JOIST �— NO. DESCRIPTION DATE BY CANTILEVERED I 3lycll%8 LSL BLOCKING, I I 1 I BALCONY PER PLAN, I Ibd NAILS ® 6 O.G. SHEATHING aE TOPPING I ISSUES: 0 REVISIONS: DESIGNED BY OTHERS 8d NAILS @ 4" O.G. I MIN. (4) BAYS AT I I , PER PLAN I I TO JOIST BALCONY CONN, TYP. PANEL EDGE NAILING I� P.M. JHR / I I _ t __ P.E. QCC „ xr , y, I� � -- .. __._---- PER PLAN i�=!__--- ---- �� —_ ►=i— --- — — 1 Lam./��..��.— — ii___ Ir DRAWN BY: TTH t =+� ; + + + + + ' ij A plit BEAM PER PLAN w/ IOd-F ��I t SCALE: TTSHOWN M ;0 II TOENAILS ® 8" O.G. I ` DATE: 5/7/19(NOTE 3) \ . its+ttii + + + + . III 1 II II �tl a HANGER PER PLAN11 / ilS JOB NO. 19088.01 ►�1 jV v i1•� SHEET TITLE: V i►S� �i .111 (2) 8d BOX DETAILS (NOTE 3) NAILS EA. JOIST II JOIST PER PLAN JOIST PER PLAN eN BALCONY CHANNEL PER i / 4-O / ; (2'-0" MAX.) TO PLATE I I I I IN/ (2) %"4) 5 5 ARCH. NOTES: I Saa. I L5L BLKG. - SEE II I HANGER PER PLAN ti THRU-BOLTS @ / I. FOR INFORMATION NOT NOTED I 1. FOR INFORMATION NOT JOIST PER PLAN Ij 2/54.3 FOR CONN. II ry 32" O.G. (MAX.) SEE I/54.3. I NOTED SEE 2/54.3 I 9/54.5. II II SHEATHING +E II BEAM PER PLAN 11 I BEAM PER PLAN RIM BEAM PER PLAN 2. CONNECTION DESIGNED FOR I 2. CONNECTION DESIGNED FOR WALL BEYOND II II II I I DL = 12 P5F ; DI_ = 12 PSF PER PLAN Ii II I SHEET NO. ti IN ERE OCCURS __ = 60 PSF I LL = 60 PSF ILL ± IIL ± J NOTE: 3 3. SEE 8/54.5 FOR LOADS AT 3. SEE 8/545 FOR LOADS AT FOR INFORMATION NOT CANTILEVERED BALCONY CANTILEVERED BALCONY NOTED, SEE II/54.5 S4 . 5 N b TYPICAL CANTILEVERED BALCONY CONNECTION - TYPICAL CANTILEVERED BALCONY CONNECTION - SCALE: NONE TYPICAL BAY WINDOW ROOF SCALE: NONE tz I-JOIST PERPENDICULAR SCALE: NONE q I-JOIST PARALLEL SCALE: NONE I O TYPICAL BAY WINDOW ROOF I I 12 PANEL EDGE LO I NAILING PER PLAN BLOCKING TO TOP PLATE TO BLKG., TYP. PANEL EDGE NAILING __ _"._ ", _"___" __"__"_ PANEL EDGE ATTACHMENT PER SHEAR PER PLAN FOR FULL �� INSULATION PER ARCH. - NAILING PER PLAN WALL SCHEDULE (MIN. BLOCKING TO TOP PLATE LENGTH OF THE JOIST Sd NAILS ® b O.G. IOd-F TOENAILS ® 8" O.G. ATTACHMENT PER SHEAR 5W-6SHER WALL I NOT SHOWN FOR CLARITY WEB STIFFENER AT NON-SHEAR WALLS) " O.G. SHEATHING II II IOd1-F TOENAILS ®M8 ALIGN L5L RIM JOIST QUANTUM I II PER PLAN PER MFR. OVER SHEAR WALL i■�-of ' ' SHEATHING E li ` - - (W�{� �Q'D) SHEATHING PER PLAN AT NON-SHEAR WALLS) ''_' CONSULTING ENGINEERS 11.1 _ _ PANEL EDGE NAILING I 6" C520 STRAP w/ (4) 10d _ __ _____ __ __ _— -- ----- --— SAWWAS MS',-1JIIII "- MF" -. "--"--"" PER PLAN I NAILS TO EA. BLKG. a , "►'� " " �-� Yr. " '� 1511THIRDAVENUE SUITE 323 TYP II II SEATTLE WA 98101 IVI PANEL EDGE NAILING IAFAX 206.9573901PER PLAN TD BLKG. IIII � TEL 206.9573900. — Lt — _ _ ►1 I www.quanthmce.com SHEATHING PER PLAN iiiSI'. I►=-1 rtm "__"_""_ _,""._,_,_ JOIST PER PLAN WHERE OCCURS J015T PER PLAN L5L FULL DEPTH I JOIST PER PLAN JOIST (I) BAY OF L5L BLOCKING ilia" BLKG. OVER WALL I w/ (2) 8d-F NAILS PER PLAN i @ 48 O.G., ALTERNATE I EACH SIDE OF WALL 2x FRAMING 8d NAILS @ b" O.G. ! TO TOP PLATE ISEAL: PER PLAN BEAM PER PLAN (CONY. RIM AT 51M.) SHEATHING AND SHEARI TO LEDGER SHEATHING AND 5HEAR I WALL EDGE NAILING PER 8• R 2x BLKG. ® 48" O.G. I LU528 HANGER WALL EDGE NAILING PER H2.5A CLIP SHEAR WALL SCHEDULE f SHEAR WALL SCHEDULE I tot � �. 2x LEDGER w/ (3) Ibd NOTE: (WHERE OCCURS) NAILS TO EA. STUD FOR INFORMATION NOT NOTED, SEE 10/54.6 / o `1,ti„'N• 'P8� ONAL r 2x FRAMING LOW ROOF SCALE: NONE I TYPICAL ROOF JOIST TO FLUSH BEAM CONNECTION 2 SIC L INTERIOR PERPENDICULAR STRUCTURAL WALL AT ROOF - SCALE: NONE 3 ICAL PI�� STRUCTURAL. NALL AT ROOF - SCALE: NONE 4 SCALE: NONE Ibd NAIL @ 16" 0.G. PROJECT: DBL. TOP PLATE. NO SPLICE 15 ALLOYED PANEL EDGE NAILING 2x6 PARAPET STUDS @ lb" O.G. j �' PER PLAN FOR THE _- -_- -- -- "- BLOCKING TO TOP PLATE I FULL LENGTH OF THE CONNECTION PER 5HEAR PANEL EDGE ATTACH FRAMING MEMBER TO WALL FRAMING MEMBER I�`"--" """"` FIDALGO FLATS �� 111 �1� � ,I FALL ARREST ANCHOR PER WALL SCHEDULE (MIN. NAILING PER PLAN ACCORDING TO THE BLOCKING TO TOP I II II MFR. (CENTER ON BLKG.) - a IOd-F TOENAILS @ 8" O.G. PLATE CONNECTION OF 5HEAR WALL 16d NAIL TO EACH I I, BLKG. i'�' .'� I ATTACH w/ 3" LONG WOOD AT NON-SHEAR WALLS) SCHEDULE (MIN. IOd-F TOENAILS �z� - - SCREWS PER MFR. _ X 8" O.G. AT NON-5HEAR WALLS) I I►z� I I x SHEATHING PER PLAN PANEL EDGE NAILING 1111 PLANSHEATHING PER PLAN I �IPER PLAN TO BLKG. (2) ROWS OF (10) 1014 18TH ST. IOd-F NAILS PER _ L� _ _r-� . _____ ____ _ __ _ • ANACORTES WA mdraerS----— --"------—al———""—"� ..—�— _`-----'------— .—,714 PANEL EDGE NAILING ! ROW FROM JOIST TO III ii APPROVAL: 2x12 (EACH SIDE) II... . jai II SHEATHING PER PLAN (2) ASS CLIPS EACH SIDE �'�I ,_,�I ROOF SHTG. PER PLAN II II I.Lat ,,I TT 11111111.11111111111 ' I ' _ �„ ' I OF EACH 2x12 BLKG. r.- - _ - - :__,-� I Ar P5L BLKG. BEYOND 1►�� Yip Iv 2x BLKG. BLKG. Al 2x12 x 4' LONG I 2x BLOCKING (I) BAY OF 2x BLOCKING �IIIi 2x12 *I �_ 2x FRAMING PER PLAN OVER WALL 2x FRAMING PER PLAN I @ 48 O.G., ALTERNATEI ll �'1 I'-b" MIN. EACH SIDE OF WALL jii WEB FILLER, TYP. JOIST PER PLAN 2-0 MAX. SHEATHING AND 1 ALIGN FRAMING MEMBER i A34 EACH BLKG. I 5HEAR WALL EDGE OVER SHEAR WALL TO TOP PLATE 2x FRAMING PER PLAN NAILING PER 5HEAR MD �� A WALL SCHEDULE SEE ARCHITECT OR SHEATHING AND SHEAR LU5210 HANGER (WHERE OCCURS) CONTRACTOR DESIGN WALL EDGE NAILING PER FOR VENTING SHEAR WALL SCHEDULE, 2x LEDGER w/ (3) Ibd REQUIREMENTS (DO TYP. (WHERE OCCURS) NAILS TO EA. STUD, (I) NORL NOT NOT INTERRUPT Ibd NAIL @ 6" O.G. TO NOTED,RINFORMATIONSEE NAILING) BLKG. 4.6 TYPICAL STRUCTURAL WAIL AT FLAT ROOF - TYPICAL STRUCTURAL WALL AT ROOF - SCALE: NONE es 2x FRAMING LOW ROOF SCALE: NONE 1 (3) IOd-F NAILS, 2x FRAMING PERPENDICULAR scALe. 2x FRAMING PARALLEL 11 4' LONG . 2xI2 TO 2xI2 PANEL EDGE NAILING PANEL EDGE PANEL EDGE PER PLAN TO BLKG., TYP. NAILING PER PLAN NAILING PER PLAN iIIs :. 3 �x18 P5L BLKG. HI AT EA. BLKG. PERMIT REVISIONS 12/17/19 TO PLATE ■ FALL(ABOVE), LOCATE NT ANCHOR RIM CONN. TO TOP PLATE 2x RIM CONN. TO TOP ■ ■ LOCATE ! \ PERMIT REVISIONS 10/7/19 BELOW PER SHEAR WALL PLATE BELOW PER 2x FRAMING PER PLAN ■ ■ PER ARCH. SCHEDULE (MIN. IOd-F SHEATHING PER PLAN 5HEAR WALL SCHEDULE I I ■ ■ PERMIT SET 6/7/19 TOENAILS @ 8" O.G. AT (MIN. IOd-F TOENAILS @ SHEATHING PER PLAN ■ ■ (2) ROWS OF (9) IOd-F PERMIT DATE DATE 8 T NON-SHEAR ■ ■ NON-SHEAR WALLS) IL ■ ■ NAILS PER ROW FROMDESCRIPTION REVISIONS: A O.C.WALLS. N I NO. DATE BY 1::"�--——_"--"—_ i.._.-- ---" ---.._"_.".— ■ 2xI2 TO BLKG. EA. SIDE Es0 E �r ll a -� ISSU : li' 11- 1, ' 2x2 BLKG. w/ (2) ROWS2x RIM JOIST w/ 12x RIM JOIST w/ ire �� ROOF JOIST PER PLANP.M. JHR(I) IOd F NAIL TO TOP II�� (I) IOd-F NAIL TO II ; • ? OF (ci) IOd-F NAILS PER P.E. OCC 6 BOTTOM OF pL_ �rTOP d BOTTOM 11m - -• ALIGN ROOF JOIST / y WEB FILLER AT ROW TO BLKG., TYP. DRAWN BY: TTH � OF EACH BLKG. I►-=� (2) BAYS OF 2x ABOVE SHEAR WALL ; STRAPS EACH SIDE ,,,. 2x12 x 4' LONG EACH JOIST I►= / SCALE: AS SHOWN 2x FRAMING PER PLAN ! b" BLOCKING @48" O.G. (OTHER THAN WEB i Al DATE: 5/7/19 SHEATHING AND IFILLER, NO SPECIAL j �a I� 5HEAR WALL EDGE TMP JOB NO. 19000.01 SHEATHING AND I HI AT EA. JOIST G520 STRAP w/ (4) IDd JOIST DESIGN IS READ. - , I NAILING PER 5HEAR I SHEAR WALL EDGE TO PLATE NAILS TO EA. BLKG. SINCE THE OVERTURNING - VERT. C5I6 STRAP w/ SHEET TITLE: NAILING PER SHEAR I WALL SCHEDULE I I 15 RESISTED BY THE IOd NAILS ® 2 O.G., p YIgN ry WALL SCHEDULE I A34 BLKG. TO 5HEAR WALL BELOW) z AL2)1 SNTRAPS PER JOIST DETAILS TOP PLATE -a _, _ -q+ ADD AN ADD'L STUD • I. DESIGN JOISTS ADJACENT TO FALL ARREST ANCHORS FOR AT STRAP POINT LOAD OF 2,150 LB (Cd : kb) - UPWARD OR DOWNWARD SHEET NO. tga: �- NOT CONCURRENT WITH OTHER LIVE LOADS. a SEE ARCHITECT OR CONTRACTOR : SEE ARCHITECT OR CONTRACTOR DESIGN FOR VENTING REQUIREMENTS DESIGN FOR VENTING REQUIREMENTS FOR INFORMATION NOT 2. SEE 11/54.5 FOR CONNECTION TO 5HEAR WALL BELOWS4 . 6 Y (DO NOT INTERRUPT NAILING) (DO NOT INTERRUPT NAILING) NOTED, SEE 12/54.6 (WHERE OCCURS) N TYPICAL EXTERIOR WALL AT ROOF - C SCALE: NONE i TYPICAL EXTERIOR WALL AT ROOF - SCALE: NONE 10 FALL ARREST ANCHOR SUPPORT AT SHEAR WALL SCALE: NONE I I FALL ARREST ANCHOR SUPPORT SCALE: NONE 12 FRAMING PERPENDICULAR FRAMING PARALLEL C516 @ 48" 0.C. EACH 8d NAILS @ 6" 0.G. Ibd NAILS lbd NAIL TO EACH 2x6 PARAPET STUD I'-4" MAX. WEB STIFFENER SIDE w/ (20) IOd NAILS S b" 0.0. OUTLOOKER TO ALIGN w/ 2x6 EACH END OF STRAP TO 2x BLKG. w/ IOd-F STUD BELOW PER MFR. __ - (lam Yz''�x4" LAG SCREWS PREVENT SPLITTING. TOENAILS @ S" O.G. -� q , Is�Z" PLYWOOD I I LIP I ALTERNATE INTERIOR ff SHEATHINGI1 3�6 GUARDRAIL TO PANEL EDGE A35 - USE #gxlY2' EXTERIOR STRAP ON PANEL EDGE NAILING = x DBL. TOP PLATE CONT. > STEEL t� NAILING PER PLAN 5D SCREWS WHEN ADJACENT STUDS PER FLAN `� <1 I ,I SHEATHING PER PLAN III 6MS II ATTACHING TO LSL RIM CONN. TO TOP I-JOIST 8d NAILS A@ 6" O.G. M '� BAGKSPAN N PLATE BELOW PER „ / WEB FILLER PER MFR. L �� '� 5-0 MIN. �- + 1 SHEAR WALL SCHEDULE QUANTUM "'-'- -"�-`- 2x SUBFASGIA OUTLOOKER "��, 2x SUBFASCIA w/ (MIN. IOd-F TOENAILS @ SHEATHING CONSULTING ENGINEERS w/ SU FAA NAILS TO EA. / / PER PLAN i / + i 1 + 8" O.G. AT NON-SHEAR /// �' (2) IOd-F NAILS TO EA. ROOF OUTLOOKER "' „ „ „' \' \ a 41 ' z WALL ) : __- r -- --—�--�- �� ROOF OUTLOOKER S 1 " n��►� , FLAT 2x4 BLKG. w/ I� ��) I 1511 THIRD AVENUE E 323 Z2 CLIP EA. END 2x OUTLOOKER PER PLAN. / 2x6 STUDS, TYP. A35 TYPICAL (6) PLACES LSL RIM JOIST w/ SETTLE, ALIGN w/ ROOF JOIST SEATTLE,WA 98101 IF / L RIMd-F NAIL TO ! � 206.957.3900 THIRDAVENROOF/ROOF I T S OF EA. JOIST I_ r FAX 206.9573901 IHI EA. OUTLOOKER TO RIM I1DECK JOISTS � ' www.quantumce.com PER ARCH. s I" �.1, SHEATHING ANDJOIST PER PLAN L5L RIM JOIST w/ (I) IOd-F NAIL / (21-6" MAX.) TYP• bx8 BLKG. I ��- ., SHEAR WALL EDGE TO TSB CHORD OF EA. JOIST - - I` FLAT 2x4 BLKG. SECTION A NAILING PER SHEAR ( H25 AT EA. JOIST �{,�� A CONN. TO TOP PLATE BELOW PER TO PLATE SHEAR WALL SCHEDULE (MIN. I ± zn A35 AT EA. OUTLOOKER WALL SCHEDULE IOd-F TOENAILS @ 8" 0.G. g w SEAL: AT-NON 5HEAR WALLS) I _ w (OFFSET w/ STUDS) I I JOIST PER PLAN Tr K• Ri SHEATHING 8 SHEARI Ili SHEAR WALL SCHEDULE S�EElDARCHITEGT OR p4 WALL EDGE NAILING PER Ni, H2.5A AT EA. JOIST GUARDRAIL POST PER ARCH. I I I I I CONTRACTOR DESIGN FOR i' (2) 8d BOX NAILS I I VENTING REQUIREMENTS 4� ç -'/4( LTP4 @ 24" O.G. - RIM EACH JOIST TO TOP 1 I (DO NOT INTERRUPT NAILING) % 7,& ,of, R %e JOIST TO TOP PLATE PLATE I I I.xb I. x 0-b�I 1 J 1/241, 1 „ (4)Ya"xb" SD5 SCREWS A GRADE 36 w/ (4) ".x4" TYPICAL EXTERIOR WALL AT ROOF - SGALE: NONE 2 TOP PLATE TO BLKG. I I LAG SCREWS SCALE: NONE 4OUTLOOKER ATTACHMENT - ROOF JOIST PERPB4DICULAR PERPBrDIGULAR 1 1 2x6 PARAPET STUDS PROJECT: +. 11 1TO ALIGN w/ 2xbaIs/4' LSL BLKG. ® bx8 BLKG. WHERE1 5TUD5 BELOW GUARDRAIL OCCURS s PANEL EDGE A35 - USE HE 24 O.G. WHERE Ibd NAILS ® b" O.G. NAILING PER PLAN PANEL EDGE NAILING SD SCREWS WHEN OUTLOOKER ENDS r ,`, PER PLAN TO BLKG., TYP. F I D A L G O FLATS ATTACHING TO PANEL EDGE NAILING PER I w/ HUII EA. END Ibd NAILS TO EA. LSL RIM CONN. TO TOP BLKG. L5L RIM JOIST w/ (I) IOd-F JOIST PLAN TO BLKG., TYP. I 6x6 BLKG. w/ NAIL TO T$B OF EACH PLATE BELOW PER JOIST PER PLAN u----1J-- JOIST CONNECTION TO TOP �- SHEATHING PER PLAN 5HEAR WALL SCHEDULE .II II „ (2) A35 EA. END (2) BAYS OF LSL BLKG. @ 48 O.G. PLATE BELOW PER SHEAR (MIN. IOd-F TOENAILS @ SHEATHING PER PLAN ," _ __,__"__",____ (OFFSET w/ 5TUD5) A � WALL SCHEDULE (MIN. IOd-F 8" O.G. AT NON-5HEAR `" _ TOENAILS S S" O.G. AT T =r "' ' ' ' WALLS) Mall ----- -"-�,�---"_.__".-._ 1014 18TH ST. „ , ,,, „ „ ,,, „ , „ _inn, „ , „ , ,, NON-5HEAR WALLS) ", „ , ,.. „ ANACORTES TWA I — LSL RIM JOIST w/�� , „ 1 SHEATHING 15HEAR (I) IOd-F NAIL TO -• APPROVAL: '� _ ,T T �SI WALL EDGE NAILING TIE dOF- EA. BLKG. ;. �,�. c_.A c: II PER SHEAR WALL ' �_� 1 SCHEDULE -- ,,r— 5HEAR WALL EDGE I� 6 (2) BAYS OF LSL JOISTS II JOIST PER PLANz (OFFSETw/ STUDS) NAILING PER 5HEAR I TYP. BLKG. @ 48" O.G. bxb BLKG. Ir:s�, X 11 11 Q - WALL SCHEDULE ( G520 STRAP w/ (4) IOd ir� b"\ v ., (2) 8d BOX NAILS EACH A34 BLKG. TO I NAILS TO EA. BLKG. LSL BLKG. T1•P J015T PER PLAN - JOIST TO PLATE TOP PLATE I H2.5 AT EA. BLKG. SECTION A L5L RIM JOIST w/ (I) IOd-F NAIL TO TIE OF I C520 STRAP w/ (4) IOd I 1 TO PLATE EA. BLKG. - CONN. TO TOP PLATE BELOW • -.4 NAILS TO EA. BLKG. GSI6 S 48" O.G. EA. SIDE w/ (20) PER SHEAR WALL SCHEDULE (MIN. IOd-F 1Od NAILS EA. END OF STRAP. TO NOTE: TOENAILS @ 8" O.G. AT-NON SHEAR WALLS) -• H2.5A AT EA. BLKG. PREVENT SPLITTING ALTERNATE SEE ARCHITECT OR FOR INFORMATION NOT NOTED, TO TOP PLATE INTERIOR I EXTERIOR STRAP ON SEE CONTRACTOR DESIGN FOR SEE 2/54.1 A34 BLKG. TO TOP PLATE ADJACENT STUDS � VENTING REQUIREMENTS (DO NOT INTERRUPT NAILING) TYPICAL EXTERIOR WALL AT ROOF - SCALE: NONE 8 OUTLOOKER ATTACHMENT - ROOF JOIST PARALLEL SCA<E: NONE 6ROOF DECK OPENING RAIL - PERPENDICULAR TRUSSES SCALE: NONE I-JOIST FRAMING PARALLEL 2x6 PARAPET STUDS 2x6 PARAPET STUDS '— =' TO ALIGN w/ 2x6 STUD PANEL EDGE BELOW BELOW TO ALIGN IN/ 2xb STUD - x NAILING PER PLAN ? x �� 2 n PERMIT REVISIONS 12/17/19 A PERMIT 0 Q Ibd NAILS @ 6" O.G. o < I- Ibd NAILS S b" O.G. PERMIT RSEVISIONS0/7 g Q SHEATHING AND I Q p PERMIT DATE DATE Ibd NAIL TO EACH JOIST ' 0 SHEAR WALL EDGE 1 Ibd NAIL TO EAGH J015T o_ N SHEATHING PER PLAN NAILING PER SHEAR 1 -rl 8d NAILS S 6" O.G. SHEATHING PER PLAN NO. DESCRIPTION DATE BY WALL SCHEDULE / ` ISSUES: O REVISIONS: A lir " ' "' 2x FULL7— 1 ein 1 7 ' t DEPTH BLKG. P.M. JHR 1' w/ l TOENAILSMI MSTA24 P.E. OCC III ; I CENTER ON BEAM DOUBLE TOP PLATE DRAWN BY: TTH S 6 O.G. TO BEAM \r ua 2x RIM JOIST w/ (I) IOd-F • v\ T T T T SCALE: AS SHOWN NAIL TO TOP * BOTTOM I DATE: 5/7/19 OF EACH JOIST. CONN. I '- ' (2) BAYS OF 2x 2x FRAMING PER PLAN JOB NO. 19088.01 TO TOP PLATE BELOW I o BLOCKING @ 48" O.G. BEAM PER PLAN . JOIST PER PLAN A35 EACH SIDE SHEET TITLE: PER �HCAR WALL z Q z w BEAM PER PLAN I w HI AT EA. JOIST (OFFSET w/ STUDS) SCHEDULE (MIN. IOd-F I - x TO PLATE i �r I I HI AT EACH JOIST ~ TOENAILS @ S" O.G. AT `r Q I w I TO BEAM BUILT-UP STUD POST _.._, (3) IOd-F NAILS DETAILS NON-SHEAR WALLS) - u' BELOW BEAM PER EACH SIDE II ~ _, v POST BEYOND PLAN. SHIM AS REQT0 '- G516 @ 48 O.G. EACH ti GSI b @ 48" O.G. EACH b I I -~�- 2x KING STUD EACH PER PLAN SIDE w/ IOd-F NAILS SIDE w/ (20) IOd NAILS SIDE w/ (20) IOd NAILS ICI_ @ 12" O.G. TO POST N EACH END OF STRAP. EACH END OF STRAP. TO PREVENT SPLITTING, TO PREVENT SPLITTING, SEE ARCHITECT OR CONTRACTOR SHEET NO. ALTERNATE INTERIOR 6 ALTERNATE INTERIOR I DESIGN FOR VENTING REQUIREMENTS EXTERIOR STRAP ON NOTE: EXTERIOR STRAP ON (DO NOT INTERRUPT NAILING) a ADJACENT STUDS SEE ARCHITECT OR CONTRACTOR ADJACENT STUDS 3 DESIGN FOR VENTING REQUIREMENTS FOR INFORMATION NOT NOTED, S 4 (DO NOT INTERRUPT NAILING) SEE 10/54.6 . 7 ., us. SCALE: NONE DROPPED BEAM END CONNECTION SCALE: NONE 12 TYPICAL PARAPET - FRAMING PERPENDICULAR SCALE: NONE q TYPICAL PARAPET - FRAMING PARALLEL SCALE: NONE 1 0 2x ROOF JOIST TO DROPPED BEAM I LIGHTING FIXTURE SCHEDULE ELECTRICAL SYMBOLS LEGEND A DETAIL/SECTION IDENTIFICATION: A = DETAIL/SECTION LETTER, B = SHEET NUMBER tiv DUPLEX RECEPTACLE 20A, 125 VOLT WALL MOUNTED AT 18 INCHES AFF. 2124 THIRD AVENUE, SUITE 200 TYPE MANUFACTURER LAMPS WATTS MOUNTING B SEATTLE, WA 98121 206-448-7580 WHERE DETAIL/SECTION IS DRAWN. G = GROUND FAULT INTERRUPTING, T = TAMPERPROOF. Al METALUX LED 28 SURFACE OR 4SNLED-LD5-33SL-LW-UNV- CHAIN HUNG ///`/ CONDUIT CONCEALED. HASH MARKS INDICATE NUMBER OF #12 CONDUCTORS IN DUPLEX RECEPTACLE 20A, 125 VOLT WALL MOUNTED HORIZONTALLY 2" L830-CD1 ` CODE SIZE CONDUIT. NO HASH MARKS INDICATES 2-#12 CONDUCTORS PLUS GROUND ABOVE COUNTERTOP BACKSPLASH TO THE BOTTOM OF THE IN 3/4" CONDUIT, LONG HASH MARKS INDICATES NEUTRAL CONDUCTOR.j INDICATES RECEPTACLE COVERPLATE. A2X METALUX LED 28 SURFACE/WALL GROUND CONDUCTOR. 4SWLED-32SL-UNV-LW-L835 2 FOURPLEX RECEPTACLE 20A, 125 VOLT, WALL MOUNTED AT 18 INCHES CD1-SVPD1 WITH EMERGENCY NON-METALLIC SHEATHED CABLE 12/2 CU WITH GROUND BATTERY PACK 3 AFF. l NON-METALLIC SHEATHED CABLE 12/3 CU WITH GROUND B1 INTENSE LIGHTING LED 12 RECESSED ® SPECIAL RECEPTACLE. AMPERAGE AND VOLTAGE AS SHOWN. LC4-L4-LCT4DRT-W-SF-309 /r` FLEXIBLE RACEWAY, PROVIDE GROUND CONDUCTORS PER NEC. ® EQUIPMENT CONNECTION. PROVIDE PER NEC AND MANUFACTURERS B2 OXYGEN LED 16 SURFACE/WALL rn- A-1,3 ADJACENT TO ARROW INDICATES HOMERUN OF CONDUCTORS IN CONDUIT FOR REQUIREMENTS AND/OR RECOMMENDATIONS. 3-540-24 CIRCUITS 1 AND 3 TO PANEL "A". El LUMARK LED 26 SURFACE/WALL ® EXIT LIGHT WITH BATTERY, UNIVERSAL MOUNTING. S LIGHT SWITCH TOGGLE TYPE, SINGLE POLE, SUBSCRIPTS; 3 = THREE XTOR3B-W WAY, 4 = FOUR WAY, D = DIMMER CONTROL, K = KEY OPERATED, P = a D EMERGENCY FLOODLIGHT WITH BATTERY. PILOT LIGHT, a, b, c, ETC = NUMBER OF SWITCHES AT THE LOCATION E2 HALO LED 15 SURFACE 1 AND SPECIFIC FIXTURES CONTROLLED. MOUNT AT 42 INCHES AFF. SMD6R-12-940-WH-E LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. ST DIGITAL 0-12 HOUR TIMER SWITCH. WATTSTOPPER TS-400 OR EQUAL PL METALUX LED 30 SURFACE/WALLIIIILIGHT FIXTURE, WITH EMERGENCY BATTERY PACK. 4VT2-LD5-4-DR-UNV-L835- Sy AUTOMATIC/MANUAL BI-LEVEL OCCUPANCY SENSOR AND SINGLE POLE CD1-WL I I LIGHT FIXTURE, WALL MOUNTED. TOGGLE SWITCH. WATT STOPPER DW-200 OR EQUAL. SWITCH SHALL X1 SURE-LITES INCLUDED 3 UNIVERSAL I I STRIP LIGHT FIXTURE. SURFACE MOUNTED OR CHAIN HUNG FROM CEILING. BE PROGRAMMED FOR MANUAL ON, AUTOMATIC OFF. LPXC25 0 DOWNLIGHT FIXTURE. DUAL TECHNOLOGY AUTOMATIC OCCUPANCY SENSOR DEVICE WITH X2 SURE-LITES INCLUDED 3 UNIVERSAL 0POWER PACK (WATT STOPPER #DT-300L). LPX7 ❑i WALL MOUNT LIGHT FIXTURE. EY DISCONNECT SWITCH X3 SURE-LITES INCLUDED 3 WALL 0JUNCTION BOX. SEL25 Di FUSED DISCONNECT SWITCH WITH FUSES. Al LIGHT FIXTURE TYPE. Al = SPECIFIC LIGHTING FIXTURE REFERENCED ON LIGHTING FIXTURE SCHEDULE. Sm, MOTOR RATED TOGGLE SWITCH WITH OVERLOAD HEATER(S), SIZE PER PC PHOTOCELL, MOUNT ON ROOF FACING NORTH. NEC AND MANUFACTURERS REQUIREMENTS. V FLUSH MOUNTED DUAL TELEPHONE/DATA OUTLET, MOUNT AT 18" AFF. 6 POWER PANEL PROVIDE 4-11/16" SQUARE BOX WITH 1-1/4" CONDUIT AND PULL STRING TO ACCESSIBLE CEILING SPACE. 0 TRANSFORMER. SIZE AND TYPE AS NOTED. PROVIDE GROUNDING AS REQUIRED BY NEC TABLE 250.102(C)(1). Interior Lighting Space-By-Space Method LTG-INT-SPACE Exterior Lighting LTG-EXT 1- GROUND PER NEC. 2015 Washington State E �r ne Code Compliance Forms for Cornmemid Busdtps Including R2,R3,R4 liner 3 atones and all R1 Reased August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buildings IncludingR2,R3,R4 over 3 stones and all R1 Revised August 2016 c�`OF WAS9/7Go Project Title: Fldalgo Fiats Date 6/7/2019 Project Title: Fidalgo Flats Date 6/7/2019 WP WEATHERPROOF '&),zis�. 'b fiP For Budding Department Use 1 y • - Calculation Q Addition - a Addition For Lighting For Building Department Use / ', cores stand alone +existing 0 Zone 1 O Zone 2 .Zone 3 0 Zone 4 4;i Area Spaces where<50%of Spaces where a 50%of Zone Table C405.5.2(1) qJ 0029060 4 ; Q Q Q Zone selection required to enable LTG-EXT form O Oar luminaires are replaced luminaires are replaced Specified by jurisdiction. > •r`c!,1-01STf:��G�1 LPA • Standard 0 Additional Efficiency Package Option 0 Calculation Area • 0 Addition- 0 Addition SJONAL F. '6/7/IG Calculation C406.3 Reduced Interior Lighting stand alone +existing - - To comply with C406.3, the Proposed LPD shall be 25%lower than the Target LPA. O Alteration with <50% O Alteration with z 50%ext. Type Refer to C406.3 for additional requirements. ea wattage replaced wattage replaced NO. DESCRIPTION DATE Maximum Allowed Lighting Wattaget10rE1 BuildingGrounds Location(plan#, Ceiling Gross Interior Allowed Watts Allowed a Efficacy>80 lumens/watt Q Exemption REVISIONS room#) Space Type FleightmcnE2 Area in ft2 Watts per ft2 (wattstft'x area) Applies to luminaires > 100 Watts CI Controlled by motion sensor E2.0-E2.5 Corridor:all other 1898 0.530 979 E2.0-E2.5 Stairwell 1163 0.550 690 Tradable Maximum Allowed Lighting Wattage"' Base Site Allowance: 750 PROJECT E2.0 and E2.1 Storage roan 651 0.500 326 Area(ft`),perimeter Alroweo vvans Anowea vvans DATE: 6/7/19 Tradable Surfaces Surface Description i (If)or#of items per ft2 or per If x ft2(or x If) Entry Canopies Entry Canopy 150 0.9 W/ft2 60 DRAWN BY: JAE 3662 Other Entry Door Side/Back Door 6 20W/LF door 120 Total Area APPROVAL: SJK/SLH Retail Display Allowance from LTGINT-DISPLAY Lobby Art/Exhibit Display Allowance from LTGINT-DISPLAY NarE8 Allowed Watts 1945 Total Allowed Tradable+Site Allowance Watts: 930 Tradable Proposed Lighting WattageNQ1E2 Nunwrr of Watts per Watts Proposed Lighting Wattage IOTE3 Tradable Surface Fixhre Description NOTE 3'4 Fixtures Fixture NOTE 5 Proposed Fidalgo Flats • Location(plan#, Number of Watts/ Watts Entry Canopies Type E2 3 15 4 5 room#) Fixture Description NOTE°.5'6 Fixtures Fixture N°TE 7 Proposed Other Entry Door Type El 2 2 6 52 E2.0 and E2.1 Type Al 6 28 168 E2.0-E2.5 Type A2X 22 28 616 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 97 1014 18th Street E2.0-E2.5 Type B1 31 12 372 wefts plus the base site allowance. Any base site allowance not needed to r E2.1-E2.5 Type B2 25 16 900 make tradable watts comply can be applied to individual non-tradable Anacortes, WA E2.0 Type PL 3 30 90 — _ Non-tradable Maximum Allowed LightingWatts a""' ' E2.1-E2.5 Type X1 11 3 33 g Site Allowance Remaining: 750 E2.1-E2.5 Type X2 2 3 — 6 Area(ft),perimeter Allowed Watts Allowed Watts E2.1-E2.5 Type X3 12 3 36 Non-Tradable Surfaces Surface Description (If)or#of items per f or per If xfl2(or x If) • Proposed Retail Display Lighting from LTGINT-DISPLAY • Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1721 Interior Lighting Power Allowance COMPLIES Non-Tradable Proposed Lighting WattageXO1E2 Note 1-list all unique space types per Table C405.4.2(2)that occur in the project scope.Select space type category per from drop down menu. Wattsper Note 2-Indicate ceilingheight for atriums and spaces utilizing the ceilingheight per Table C405.4.2(2),Footnotes d thru I. Nunber Of Watts PERMIT SUBMITTAL g P 5 adjustmentNOTE 3,4 NOTES Note 3-List all proposed lighting fixtures including exemptlghting equipment and existing-to-remain fixtures. Non-Tradable Surface Fixhre Description Fixhres Fixture' Proposed Note 4-For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if included). 6/7/1 9 For track lighting, list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. Note 5-For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6-Existing-to-remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures.Identify as existing Non-tradable proposed watts may not exceed allowed watts for any individual Non-Tradable Watts Exceeding LPA: 0 SHEET NO: in fixture description. surface unless the total excess watts for all non-tradable surfaces are less than Note 7-For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source.For the remaining site allowance. Remaining Site Allowance: 750 luminaires with screw-in lamps,enter the manufacturer's listed maximum input wattage of the fixture(not the lamp wattage). For low El . 0 voltage Exterior Lighting COMPLIES WITH MAX. ALLOWANCE lighting, enter the wattage of the transformer.For line voltage trackrbusway systems,enter the larger of the attached luminaire wattage or 50 Note 1-List all unique exterior sufaces per Table C405.5.2(2)that occur in the project scope.Select exterior surface categories from drop wetts/lineal foot,or enter the wattage limit of permanent current limiting device. down menu. Note 8-Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 2-List all proposed lighting fixtures including existing-to-remain fixtures. Note 9-Calculation Area Details: Note 3-Forproposed Fixture Descri ti'on,indicate fixturetype, a.Lighting fixtures in a building addition may comply as a stand alone project,or they may be combined with the overall existing building P lamp type,number of lamps in the fixture, and ballast type(if applicable). lighting systems to demonstrate compliance.Refer to C502.7. Note 4-Existing-to-remain fixtures shall be included in the Tradable and Non-Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Electrical Note 5-For proposed Watfs/Fixture enter the luminaire wattage for installed lamp and ballastusing manufacturer or other approved source. E I e ct ri ca I Symbols For L �iVL V luminaires with screw-in lamps,enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low - CROSS ENGINEERS, INC Legend/Light mil 923 MLK Jr.Way Phone:(253)759-0118 Fixture Schedule Tacoma,WA 98405 Job Number: 19-061 info@crossengineers.com 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 IMMT A2X Al UP �-- ST Al UP X3 A2X L N Al �� ass,, Sy Er) r c (ff 00z fri-Nyecr: �FSS cite:1&� 6/7/Iq NO. DESCRIPTION DATE Sr REVISIONS PL PL Al PROJECT NO: 2018.06 AlDATE: 6/7/19 DRAWN BY: JAE APPROVAL: SJK/SLH PL Fidalgo Flats 1014 18th Street Anacortes, WA PERMIT SUBMITTAL 6/7/19 SHEET NO: GRAPHIC SCALE E 2 . O BASEMENT LIGHTING FLOOR PLAN N 4 0 4 8 1/4"=1'-0" SCALE: 1/4"=1'-0" scale feet IF SHEET IS LESS THAN24" x36" ITISA REDUCED SET Basement Lighting CROSS ENGINEERS, INC _ ,.. : 923 MLK Jr.Way Phone:(253)759-0118 Floor Plan Tacoma,WA 98405 Job Number 19-061 info@crossengineers.com GENERAL NOTES: Q ALL LIGHTING TO BE PROVIDED WITHIN DWELLING UNITS SHALL BE LED AND ENERGY-STAR RATED 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 E1 L X2 A2X r ' Q Q Q I- u_ ii u ri .0 u_..--------) B a r 1- __:, J r all IlLbcilrirr , 1 r _ric.) 1 mr- 1 r_ X1 B2� �B2X1 B2� K,,,,___ r.• ,IENL. y cf woe* GBH 081 B2 °B1 °B1 X3 °B1 B1 B2 _� � �,'`Hi ��< 2ii', • •31n r El ■ ■ i� ;A' "CCISTO�O 1.. lir ■ Al • V i SSioNAL t*- 6/7/IG NO. DESCRIPTION DATE ■ Bl° �X3 _ REVISIONS (IA illI _II I , PROJECT NO: 2018.06 r- DATE: 6M19 r DRAWN BY: JAE A2X I ■ APPROVAL: SJK/SSL H I OB1a if —I I L x1 Fidalgo Flats Q Q 1014 18th Street 1 UP 04 ) , Anacortes, WA r A2X 0 ISME2 ri f1 -- _I -1 I _,. __[14 —'I 1 f1 el J PERMIT SUBMITTAL DE2 0E2 6/7/19 SHEET NO: GRAPHIC SCALE E2 . 1 FIRST FLOOR LIGHTING PLAN 4 0 4 s N 1/4"=1'-0" i — — — — SCALE: 1/4"=1'-0" scale feet IF SHEET IS LESS THAN 24" x 36" IT IS A REDUCED SET First Floor am CROSS ENGINEERS, INC Lighting Plan 923 MLK Jr.Way Phone:(253)759-0118 �+ Tacoma,WA 98405 Job Number 19-081 info@crossengineers.com I I • GENERAL NOTES: Q ALL LIGHTING TO BE PROVIDED WITHIN DWELLING UNITS SHALL BE LED AND ENERGY-STAR RATED 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 • S� - - a Al• 11 DOM4— O O O , 1 (------ i 1 r —. Th_ JJ EC 11 LI 1, L , J r i:, ,J-)::" Li. I , i l (Li , i 1 1 A2X uP ■ ,�F, c€ Pik�0 o X C B2 X3 6B2 X1 B2 li r ooi�foeo , B2 °B1 OB1 OB1 BThr o-4% o % inn N 6/7/19 . �, L _I I n NO. DESCRIPTION DATE e — REVISIONS 1 LX3 B10 PROJECT NO: 2018.06 --)1MSx DATE: 6/7119 DRAWN BY: JAE a ran - =1.111.1.1 ■ � CC SJK/SLH A2X n _: --------) °B1 Fidalgo Flats 1014 18th Street __} -ri co a rl— ,,N.„_ _ Anacortes, WA i 0 UP OB1 A2X X1 1. t PERMIT SUBMITTAL r� _L n u �$- v� 6/7/19 II_ i _ SHEET NO: GRAPHIC SCALE E2 . 2 SECOND FLOOR LIGHTING PLAN 4 0 4 8 N ED 1/4"=11-0" 1 a — — — SCALE: 1/4"=1'-0" scale feet IF SHEET IS LESS THAN 24" x 36" IT IS A REDUCED SET Second Floor ii - CROSS ENGINEERS, INC - Lighting Plan 923 MLK Jr.Way Phone:(253)759-0118 Tacoma,WA 98405 Job Number: 19-061 info@crossengineers.com F .- ., ._ GENERAL NOTES: 0 ALL LIGHTING TO BE PROVIDED WITHIN DWELLING UNITS SHALL BE LED AND ENERGY-STAR RATED 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 _ � 9 i��II �J LT L� LT- 0 O MI1=1 Q , r — I —DOWN— ri---. fL C , f-J Jill 111. tK---.--- O --,-----Yi Filial_ OB2 �4 B2 • i,NLti o i, G ym X3 6B2 � X1 �e�J B2 °B1 °B1 °B1 B2 ��3 ooieoeo 6/7/19 illjt u � . .— MI NO. DESCRIPTION DATE 110 Or REVISIONS X3 BP — PROJECT NO: 2018.06 n DATE: 6l7/19 a ra -- y a:I DRAWN BY: JAE (___.{ A2X ■ APPROVAL: SJK/SLH I I LoliiiiL i � O r II B1 aK__ Fidalgo Flats 1 1014 18th Street Q 0 Anacortes, WA Op DOWN til:7 I. A2X �� X�61 , 1 i ' , 1 PERMIT SUBMITTAL _- - ---' �_ - - ._I - - I -u SHEET NO: GRAPHIC SCALE E2 . 3 THIRD FLOOR LIGHTING PLAN 4 0 4 8 N 1/4"=1'-0" 4 . — . — SCALE: 1/4"=1'-0" scale feet IF SHEET IS LESS THAN 24" x 36" IT IS A REDUCED SET Third Floor A , CROSS ENGINEERS, INC Lighting Plan 923 ML Jr.A Way Phone:(253) 19-759-0118 1 Tacoma,WA 98405 Job Number: 19-061 info@crossengineers.com GENERAL NOTES: 0 ALL LIGHTING TO BE PROVIDED WITHIN DWELLING UNITS SHALL BE LED AND ENERGY-STAR RATED 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 i- Lr i 0 O IIIMMO r A2X Th_ JJ [E 1 1=1 J1 Ell : .1.11 _ a (lc UP b .- E- L ) L" --------)C . r ■ IMMO A2X _ c __• r c.) B2 l X3 6B2 �� X1 B2� C cs L hG�. y ' OB1 OB1 0B1 -= , e B2 B2 ,.r .i `4 �_ 1 S ■ rLioNAL - 6/7/19 Thr r /1 NO. DESCRIPTION --211:\IPIMM REVISIONS DATE �X3 fal {v B1 MDPROJECT NO: 2018.06 DATE: 6/7/19 ■A2X n JJ DRAWN BY: JAE ■ APPROVAL: SJK/SLH ln _Thi_ Ad0B1 D] n— \____L Fidalgo Flats 0 1014 18th Street 0 Anacortes, WA UP DOWN k. . °B1 -- A2X k4 X1 -La ? — 5 PERMIT SUBMITTAL I 6/7/19 SHEET NO: GRAPHIC SCALE E2 .4 FOURTH FLOOR LIGHTING PLAN El) 4 0 4 8 SCALE: 1/4"=1'-0" N 1/4"=1'-0" scale feet IF SHEET IS LESS THAN 24" x 36" IT IS A REDUCED SET Fourth Floor CROSS ENGINEERS, INC Lighting Plan M 923 MLK Jr.Way Phone:(ber: 19-0 118 Tacoma,WA 98405 Job Number: 19-061 Info@crossengineers.com GENERAL NOTES: Q ALL LIGHTING TO BE PROVIDED WITHIN DWELLING UNITS SHALL BE LED AND ENERGY-STAR RATED 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 Ll±-11! —3--Th—,, .. O 0 i O il 0 A2X _1: L. 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DESCRIPTION DATE ____l7MAPIM �X3 \ \ REVISIONS {p BP I PROJECT NO: 2018.06 n — \ lir DATE: 6/7/19 \ DRAWN BY: JAE A2X ■ APPROVAL: SJK/SLH ■ T nJ I r � r K OB1 Fidalgo Flats 1014 18th Street fr c—jr=i ILI 0 0—} Anacortes, WA UP pu �� 0B1 { A2X X1 Jib • I .n?I--- =5 -- 6--- - -i r I I I PERMIT SUBMITTAL 6/7/19 SHEET NO: FIFTH FLOOR LIGHTING PLAN GRAPHIC SCALE E2 . 5 N 1/4"=1'-0" 4 = = = SCALE: 1/4"=1'-0" scale feet IF SHEET IS LESS THAN 24" x 36" IT IS A REDUCED SET Fifth Floor CROSS ENGINEERS, INC A -__- Lighting Plan 923 MLI(Jr.Way Phone:(253)759-0118 Tacoma,WA 98405 Job Number: 19-061 info@crossengineers.com 1 2 3 4 5 ACOFFMAN AIR DISTRIBUTION LEGEND DRAWING INDEX PIPING LEGEND ENGINEERS GENERAL LEGEND 1997 Park Lane SYMBOL DESCRIPTION SYMBOL ABBR ! DESCRIPTION SHEET NUMBER DESCRIPTION SYMBOL ABBR 1 DESCRIPTION Burlington, WA 98233 18x12 MO.1 LEGENDS, ABBREVIATIONS, AND GENERAL NOTES ] CAP PIPE END CAP A \ DETAIL SYMBOL: A = IDENTIFYING NUMBER S--c t 18x12L. DUCT SIZE IN INCHES B i B = SHEET WHERE DETAIL IS SHOWN I I FIRST SIZE LISTED IS SIDE SHOWN MO.2 MECHANICAL SPECIFICATIONS J PIPE TURNING DOWN OR AWAY ph 360.707.5656 �/ MO.3 MECHANICAL SCHEDULES - 0 PIPE TURNING UP OR TOWARD Q DETAIL SYMBOL: A = IDENTIFYING NUMBER S SACOUSTIC LINED DUCTB = SHEET WHERE DETAIL IS TAKEN M1.0 BASEMENT MECHANICAL PLAN _ PIPE TURNING DOWN OR AWAY (TEE) W1NW.00 man.com C = SHEET WHERE DETAIL IS SHOWN D REDUCER (NOT TYPICALLY SHOWN) M1.1 FIRST FLOOR MECHANICAL PLAN i-V--1 PIPE CONNECTION -4 1 RIII R DUCT OFFSET (UP) IN DIRECTION OF ARROW t SECTION SYMBOL: A = IDENTIFYING LETTER (NOT TYPICALLY SHOWN) M1.2 SECOND FLOOR MECHANICAL PLAN D v M1.3 THIRD FLOOR MECHANICAL PLAN SHUTOFF VALVE D B = SHEET WHERE SECTION IS SHOWN S I~I S 124 D DUCT OFFSET (DN) IN DIRECTION OF ARROW C®0 BV BALL VALVE (NOT TYPICALLY SHOWN) M1.4 FOURTH FLOOR MECHANICAL PLAN Madrona Real Estate RI CKV CHECK VALVE M1.5 FIFTH FLOOR MECHANICAL PLAN I\I BFV BUTTERFLY VALVE Investments VI I I LLC SECTION SYMBOL: A = IDENTIFYING LETTER B = SHEET WHERE SECTION IS TAKEN H 18x10 18x12 CHANGE OF DUCT SIZE M1.6 MECHANICAL ROOF PLAN 1�4 BAL VA BALANCING VALVE ID C = SHEET WHERE SECTION IS SHOWN M1.7 NOT USED 04FD or FFD FLOOR DRAIN or FUNNEL FLOOR DRAIN S 18x10 CI 18x12 S CHANGE OF DUCT SIZE (TRIANGLE NOT ALWAYS SHOWN) P1.0 BASEMENT WATER PLUMBING PLAN GENERAL NOTES la SECTION CUT LINE INDICATOR P1.1 BASEMENT WASTE &VENT PLUMBING s ---® RECTANGULAR SUPPLY DUCT ELBOW TURNED UP 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS AND LABOR U3 KEYED REFERENCE NOTE OR SHEET NOTE P1.2 FIRST FLOOR WATER PLUMBING PLAN NECESSARY TO CONSTRUCT COMPLETE AND OPERATIONAL SYSTEMS. ^ / P1.3 FIRST FLOOR WASTE &VENT PLUMBING PLAN 2. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH AND INCORPORATING ALL POINT OF CONNECTION (POC) SYMBOL IX RECTANGULAR SUPPLY DUCT ELBOW TURNED DOWN OR AWAY P1.4 SECOND FLOOR WATER PLUMBING PLAN SPECIFICATIONS SUBMITTED WITH PACKAGE. P1.5 SECOND FLOOR WASTE &VENT PLUMBING PLAN 3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND AHU-1 EQUIPMENT IDENTIFICATION (REFER TO SCHEDULES) S 0 IL A RECTANGULAR RETURN/EXHAUST DUCT ELBOW TURNED UP P1.6 THIRD FLOOR WATER PLUMBING PLAN CORRECT ANY DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND ACTUAL CONDITIONS ON SITE, AS REQUIRED TO MEET ALL CODES AND REGULATIONS. FIDALGO FLATS OT THERMOSTAT P1.7 THIRD FLOOR WASTE &VENT PLUMBING PLAN S / RECTANGULAR RETURN/EXHAUST DUCT ELBOW P1 8 FOURTH FLOOR WATER PLUMBING PLAN 4. COORDINATION WITH ALL TRADES IS REQUIRED TO AVOID CONFLICTS AND DELAYS. 1 O14 1 Hth St. TURNED DOWN OR AWAY NO ALLOWANCES WILL BE MADE FOR REWORK DUE TO POOR COORDINATION O TEMPERATURE SENSOR Anacortes WA P1.9 FOURTH FLOOR WASTE &VENT PLUMBING PLAN BETWEEN INVOLVED TRADES. S--- SMALL RECTANGULAR DUCT ELBOW TURNED DOWN OR AWAY P1.10 FIFTH FLOOR WATER PLUMBING PLAN 5. CONTRACTOR SHALL MAKE THE REQUIRED ARRANGEMENTS FOR TRANSPORTING ABBREVIATIONS �� ROUND DUCT ELBOW TURNED UP P1.11 FIFTH FLOOR WASTE &VENT PLUMBING PLAN ALLLO MECHANICAL EQUIPMENT INTO THE BUILDING AND TO ITS FINAL INSTALLATION ABBR DESCRIPTION ABBR DESCRIPTION ABV ABOVE LAT LEAVING AIR TEMPERATURE P1.12 ROOF WASTE &VENT PLUMBING PLAN AD ACCLS DOOR Il•1UI II].Y 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS 7A[1 AIR HANDLING UNIT LF 1 `11' OOT FEET -D 2 ROUND DUCT ELBOW TURNED DOWN OR AWAY P2.2 DOMESTIC WATER RISER DIAGRAM PRIOR TO ORDERING MATERIALS AND INSTALLING EQUIPMENT. THE DRAWINGS REPRESENT THE GENERAL ARRANGEMENT OF MECHANICAL AND ELECTRICAL AL ACOUSTIC LINED I ■i ' 'ERATURE P2.2 WASTE &VENT RISER DIAGRAM SYSTEMS AND OTHER WORK. CONTRACTOR SHALL MAKE REASONABLE C C V" ACCESS PANEL 1yI \___ VD AIR PIttSSUKE DROPI LWG •" '•1 L GRILLE M2.1 MECHANICAL DETAILS MODIFICATIONS TO LAYOUT AND COMPONENTS TO AVOID CONFLICTS WITH OTHER ARCH ARCHIILCl/*CHIILCIURAL LWR I" "1 • R S � CI END OF DUCT WITH CAP TRADES. SIGNIFICANT MODIFICATIONS TO LAYOUTS AND COMPONENTS SHALL BE ARC Or y 7 1 "• ' Y'ERATURE (UNLESS INDICATED OTHERWISE) M2.2 MECHANICAL DETAILS REVIEWED AND APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. ACID KESIISIANI VLNI SUCH MODIFICATIONS SHALL NOT BE GROUNDS FOR ADDITIONAL COMPENSATION TO ARW ACID RESTISTANT WASTE MAX MAXIMUM CONTRACTOR. MBHI Wi•Pl Q WA:' SH THERMAL S-M •M U FLEX FLEXIBLE DUCT BDD BACKDRAFT DAMPERI DJ.116`l'J7;t:[QU:1 7. CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS WITH SUFFICIENT LEAD TIME ANACORTES WU 13ACKFLOW PREVERTERI MCC MOTOR CONTROL CENTER TO PREVENT DELAYING THE COMPLETION OF THE PROJECT. DELAYS IN DELIVERIES Mil BRAKE 1UKSEPOWEN MEC IbIX•1:U1�I[.?u I ® I WILL NOT BE CONSIDERED JUSTIFIABLE CAUSE FOR SUBMISSION OF SUBSTITUTE WASHINGTON MO BELOW "ROUND MFR ,/• 11 ' 1 R }I� }IL AD DUCT ACCESS DOOR MATERIALS. I J EEIWttN JOISISi] nil v eM]lJI bkIIISA THERMAL UNIT I Egi EOUS 8. CONTRACTOR SHALL GIVE 24 HOUR NOTICE, IN WRITING, TO THE BUILDING m'J BRIIISH THERMAL UNIT PER HOUR d 1p 1` I ADMINISTRATOR (OR APPOINTED REPRESENTATIVE)AND RECEIVE WRITTEN •I' 'DE TI j CENTIGRADE Mtv L VD VOLUME DAMPER APPROVAL FROM THE BUILDING ADMINISTRATOR PRIOR TO SHUT DOWN OR LelGRA CEN111 ggi r//� NOT APPLICABLE DISRUPTION OF SERVICE TO ANY AREA. CONTRACTOR SHALL ALSO COORDINATE ` I 1 ER i,i w NORMALLY CLUS D EXACT LOCATION AND TIMING OF SYSTEM(S) SHUT DOWN POINTS WITH THE OWNER I BDD BACKDRAFT DAMPER REPRESENTATIVE. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE [fl11:1[yyfflfti a1I1M1 17116 NORMALLY OPEN p H a [•1a111�[eie1:1I11� DOWNTIME OR DISRUPTION OF ANY SYSTEMS. • �,..� . • min NOISE CRI TERIT, o [II. I:j I►IL•� NUT IN CON I RA..T 00 E Itl9LGLH NO f 10 SCALE' INDICATES SUPPLY AIR FLOW DIRECTION 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE AND/OR SMOKE '�j,1•` NCCOO 1y1`• RATING OF ALL PENETRATIONS. FIRE STOP ALL PENETRATIONS THROUGH FIRE 'K"` �'Z, C [•IU`�.[Ne:i OA OUTSIDE AIR RATED WALLS, FLOORS, AND CEILINGS. ALL FIRE RATED PENETRATIONS SHALL BE / .`.9�' INDICATES RETURN or EXHAUST AIR FLOW DIRECTION �/ 731717 I" or CONNECTION OPPOSED BLADE DAMPER TEMPORARILY FIRE STOPPED AT THE END OF EACH WORK DAY AND PERMANENTLY `f b CONS- [K•1.lc11:111N1[g O ON CENTER FIRE STOPPED AT THE COMPLETION OF THE PROJECT. �� Nay_ „��, CONE [ORMI[IMu[11CI D� UUISIDE DIAMETERMI �' ��`` �� • I 'ETURN OPNG OPENINGr CEILING SUPPLY DIFFUSER. REFER TO DIFFUSER AND Y• I ® GRILLE SCHEDULE FOR ADDITIONAL INFORMATION. 10. COORDINATE ALL DIFFUSER/GRILLE INSTALLATIONS WITH ARCHITECTURAL ww REFLECTED CEILING PLAN. I DA E SIGNED: 12H8/201Y DB DECIBLE or DRY BULB � PR UR •NTROL VALVE H t JIUNt DR UIRE( I DIGITAL CUNIH L �ij 19;1Xa1.111:1�11:i1]J CEILING GRILLE (RETURN, EXHAUST OR TRANSFER) 11. ALL NEW VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT 12/13/2019 DIAMETER or 0 ''I� REFER TO DIFFUSER AND GRILLE SCHEDULE FOR ORANGE SURVEYOR'S TAPE FOR IDENTIFICATION. DIMENSIONI I: � P ADDITIONAL INFORMATION. DN DOWNI WIG Ik'IR •F Chi TION INFER frail II•ll21t•1aSkay:1:1!I 12. SIZES OF DUCT RUNOUTS, FLEXIBLE DUCT CONNECTIONS, AND SPIN-IN TAPS SHALL DWG DRAWING Dial IJ:1:(.'1c111:1S;1a111I.11:[ttVJt7* BE EQUAL TO DIFFUSER NECK SIZE. SEE PLANS. 101 IS•1II I,Ttta *11U:1:1p1.[II:I > y GRILLE, REGISTER OR OPEN DUCT B B E-100 : : rail I (SUPPLY SHOWN) 13. ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR `• ' : `• CATES CFM QUANTITY LOCALLY ACCEPTED CODE, WHICHEVER IS STRICTER. EA EACH R-100 R�DUR Q ICATES CFM QUANTITY FSD FIRE/SMOKE DAMPER W/ACTUATOR 'ING AIR TEMPERATURE I 14. ALL DUCTWORK SHALL BE FLANGED SHEET METAL UNLESS NOTED OTHERWISE. ALL h:1:4111.7ty:L`I ® RETURN AIR DUCT SHALL BE CONSTRUCTED PER LATEST VERSION OF SMACNA DUCT 4 • ' IID TEMPERATURE CONSTRUCTION STANDARDS INCLUDING DUCT MIN THICKNESS. Ia:1:r311.9te1AI11� RAG RN AIR GRILLE DUCT FITTING REQUIREMENTS ELEC 1 ' or LECTRICAL Ina] •1 I ELEV I311i7:t[L•1J THE FOLLOWING DUCT FITTINGS ARE CONSIDERED ACCEPTABLE. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR OTHER FITTINGS PRIOR TO FABRICATION. ONLY FITTINGS WITH EQUAL OR 15. INSULATION USED IN THIS PROJECT SHALL MEET CRITERIA PRESCRIBED BY LOCALE Mail U1a•111Na11':ESSURE BACKFLOW ' ' ' 1 •NAGEMENT CONTROL SYSTEM . LOWER PRESSURE DROP WILL BE CONSIDERED. ACCEPTED CODES. N:IiAJI.1:1 E' laud- I'ATU[•1�;Y• 1.- .1• RPM REVOLUTIONS PER MINUTE V • r -` 'ATE' e' '/ RE 16. ALL DUCT/PIPE DIMENSIONS INDICATE INSIDE NET FREE AREA. ALL MITERED 77 Ia:1:r:Nl,� 7 DUCT ELBOWS OFFSETS BRANCH DUCT TAKEOFFS RECTANGULAR ELBOWS SHALL HAVE TURNING VANES. EXSI or (E) ?MIEN S-100 L IINH 'I f : 'AGATES CFM QUANTITY NOTE:OFFSETS (TO AVOID OBSTRUCTIONS) ARE REQUIRED BUT W/ MINIMUM PRESSURE DROP 17. THERMOSTATS SHALL BE INSTALLED AT 60"ABOVE FINISHED FLOOR UNLESS NOTED REV DATE DESCRIPTION F FAHRENHEIT SA [.y11JAI:1L1 ARE NOT NECESSARILY SHOWN ON THE PLANS. 7 ____ tyd,� RECTANGULAR OTHERWISE. Iy:1•: :C1y:] ® �y 1I W II DUCT PROJ. NO. 191974 i ••• y NOUT IM WWI I 18. DUCT SMOKE DETECTORS, AS SHOWN IN PLANS, TO PROVIDE AUTOMATIC 1 It! t•I•)ItI1.I11clE SHUTDOWN IN ACCORDANCE WITH LOCALLY ACCEPTED CODES. DUCT SMOKE DRAWN BN D OOR 17• • 'RESSURE �.,_ / Ilk 5° _ CONICAL ye•R lil:lal•]1llJail Mil6Y•19:1;1>t R=1/2W MAX. 15° SPIN-IN DETECTORS SHALL BE PROVIDED WITH WALL MOUNTED REMOTE :FT WI •1- FOOT FEET DUCTS W/AIR VELOCITY TEST/ANNUNCIATOR STATION. CHECKED CG „ � ROUND DUCT • 1 ••R DRAIN r7raw■tea UNDER 1,500 FPM I f wawa � OK ONLY RUNOUT TO SINGLE DATE 12/13/19 • I• mama I R=W ROUND OR UNDER DIFFUSER OR 19. SEE PLANS FOR CONDENSATE DRAIN ROUTING. CONDENSATE DRAIN SHALL NOT BE DUCTS W/AIR VELOCITY RECTANGULAR 1,500 FPM GRILLE ONLY ROUTED TO HARD SURFACES. ROUTE CONDENSATE DRAIN LINES TO SANITARY Ilk 'ER , ll_ THK THICK OVER 1,500 FPM AND SEWERS, STORM DRAINS, DRYWELLS, OR GRASSY AREA AS INDICATED ON IVA17:;tJIi ; • I © COFFMAN ENGINEERS INC. kW' 'RIMER or TEST PLUG ALL DUCTS UPSTREAM OF =/r DRAWINGS, OR AS ALLOWED BY LOCAL AUTHORITY. 1l/J[N:1A TERMINAL UNITS FV i'ae�ia�:i+Tl�'� 11d:1LII�GI�1P.lii 20. MAINTAIN ALL MANUFACTURERS' RECOMMENDED SERVICE CLEARANCES FOR ALL SHEET TITLE: CIESFR 90° D ‘� EQUIPMENT. GA GAGE or GAUGE UBC UNIFORM BUILDING CODE RADIUS ELBOWS D= 1/2W, BUT NOT GALLO MORE THAN 12" GALV GALVED UNIFORM FIRE CODE1 (1/3W OK IF 7....diefTE3AlsIEL 21. REFER TO ARCHITECTURAL SITE PLANS FOR LOCATION OF BUILDING. MECHANICAL UNIFORM MECHANICAL CODE 12"x12" ACCESS PANEL UNDER 3,000 FPM) GPM GALLONS PER HOUR UPC UN FORM PLUMBING CODEf ON BOTTOM OF DUCT GPM GALLONS PER MIND qq 22. ALL CONTROLS CONDUIT AND WIRING INSTALLED BY CONTROLS CONTRACTOR. ALL UG UNJERGROUND � UPSTREAM OF TURNING OBTAIN PRIOR APPROVAL FOR ALL W ~ CONTROLS DEVICES TO BE SELECTED, INSTALLED, CONFIGURED AND TESTED BY LEGEND, UNIE Harrill VANES. REQUIRED FOR RETURN & EXHAUST LOCATIONS Hi AIR EXTRACTOR THE CONTROLS CONTRACTOR TO ACHIEVE THE OPERATIONAL INTENT A ABBREVIATIONS, & RETURN AND EXHAUST DUCTS A 1:17:11] ADJUSTABLE FROM COMMUNICATED THROUGH THESE DRAWINGS. CEI HIGHLY RECOMMENDS THE •' ,POWER VA TURNING VANES TURNING VANES OUTSIDE DUCTWORK. MECHANICAL CONTRACTOR HIRE A CONTROLS CONTRACTOR TO DETAIL, INSTALL, Wy1WI_ ,,�J 7 OBTAIN PRIOR AND COMMISSION THE CONTROLS UNLESS THEY HAVE THEIR OWN IN HOUSE GENERAL NOTES VAVJ 1'[1: AIR VOLUME OK ONLY -8/AC d VENTILATION AND ` ACCESS PANEL (TYPICAL) lEIT APPROVAL FOR ALL CHANGE OF DUCT SIZE REQUIRED FOR RETURN 11500 FPM CONTROLS TECHNICIANS. e:�raKnemm��clu[ef D • I E DA RETURN AND EXHAUST l/aONIS LOCATIONS HWG HIGH WALL GRILLE & EXHAUST DUCTS 23. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR STARTUP AND I I:I(cp F11■tl s1Ii7 VFD '•1'P1: FREQUENCY DRIVE [`lacltl:rll>•ataa W COMMISSIONING OF ALL EQUIPMENT INCLUDING PREPARING STARTUP FORMS FOR R=1/2W HZ HERTZ MAX. 8° DUCTS W/AIR VELOCITY ALL EQUIPMENT, BALANCING AND REPORT BY NEBB CERTIFIED BALANCER, FULL 1^I WI UNDER 1,500 FPM FUNCTIONAL TESTING OF EQUIPMENT TO CONFIRM ALL COMPONENTS WORK AND SHEET NO: ID INSIDE DIAMETER " or IE INV • ATION WI F R=W THE SYSTEMS OPERATE AS INTENDED. �//!, Wfl UT TRANSITION •F IG[ya•Til.[>y:IX.Y NOT LESS THAN TWICE THE DUCT AREA DUCTS W/AIR VELOCITY 1 SUL ' 11LL�YLE:1Q•]►i t• WALL CLEA OUT CONICAL SPIN-IN OR OVER 1,500 FPM AND 24. ALL EQUIPMENT SHALL BE INSTALLED, PIPED, AND WIRED PER MANUFACTURERS MO . 1 `II�►1a1_ -TRANSITION TO CONNECTION ALL DUCTS UPSTREAM OF INSTRUCTIONS. Ell WAFER GAGEI SIZE AT LEAST 50% GREATER TERMINAL UNITS KWI I •WATT WASTEETA GAS EVACUATION ;�--I� •,,. HOUR C1�1] WATER PRESSURE DROP DUCTN AREA OF SMALLER 25. ALL MECHANICAL EQUIPMENT VISIBLE FROM OUTSIDE OF THE BUILDING SHALL BE J LENGTH UI WEIGH!' END TAP COLORED TO MATCH ADJACENT EXTERIOR COLORS. SHEET 1 OF 28 1 2 3 4 5 1 2 3 4 5 -COFFMAN SPECIFICATIONS 014000 QUALITY REQUIREMENTS DUCTING SYSTEMS: 221116 DOMESTIC WATER PIPING ENGINEERS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS • ON COMPLETION OF THE WORK, FURNISH SATISFACTORY EVIDENCE THAT ALL WORK 1. RIGID DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND SEALED IN ACCORDANCE A. PIPING: 1997 Park Lane HAS BEEN INSTALLED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE CODES. WITH THE 2015 INTERNATIONAL MECHANICAL CODE. (603) • MAINS: TYPE L COPPER PIPES CAN BE USED FOR ALL DIAMETERS. CPVC CAN BE USED FOR Burlington, WA 98233 003119 EXISTING CONDITION INFORMATION • THE OWNER AND/OR GENERAL CONTRACTOR SHALL DECIDE WHETHER OR NOT THE 2"0 AND ABOVE. PEX ACCEPTABLE UP TO 1-1/2"0. FINISHED WORK IS SATISFACTORY AND IF ANY MATERIAL OR EQUIPMENT HAS NOT 2. ALL RIGID HVAC DUCTWORK IS 2.0 INCH W.C. PRESSURE CLASSIFICATION (603.3) • RUNOUTS: UPONOR PEX FLEXIBLE PLASTIC PIPING. BEFORE SUBMITTING BID, THE CONTRACTOR SHALL EXAMINE SITE CONDITIONS TO BEEN PROPERLY INSTALLED OR FINISHED. THE MECHANICAL AND/OR PLUMBING • BELOW GROUND AND BELOW BUILDING: JM EAGLE PE4710 DR 9, 241 PSI PIPE OR EQUAL ph 360.707.5656 DETERMINE ANY EFFECT ON EXECUTION OF WORK AND INCLUDE COSTS IN BID. BY CONTRACTOR IS OBLIGATED TO REPAIR OR REPLACE THE MATERIAL OR EQUIPMENT IN A. RIGID DUCTWORK SHALL BE GALVANIZED MEETING SMACNA HVAC DUCT SUBMITTING A BID THE CONTRACTOR IS ACKNOWLEDGING THAT THEY HAVE SUFFICIENTLY A MANNER SATISFACTORY TO THE OWNER WITHOUT COST TO THE OWNER. CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. B. EXECUTION: UNDERSTOOD THE SCOPE OF CONSTRUCTION WORK REQUIRED AND HAVE INCLUDED IN • GIVE SPECIAL ATTENTION TO APPEARANCE OF COMPLETED INSTALLATION. www.coffman.com BID, WHETHER SPECIFIED OR NOT, THE SUPPLY AND INSTALLATION OF ALL ITEMS DIVISION 23- HEATING VENTILATION AND AIR CONDITIONING B. FLEXIBLE AIR DUCTWORK SHALL MEET SECTION 603.6 REQUIREMENTS. • DO NOT OBSTRUCT OPENINGS OR PASSAGE WAYS. REQUIRED BY GOOD PRACTICE TO PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. • KEEP FREE OF CONTACT WITH BUILDING CONSTRUCTION OR INSTALLED ITEMS. 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 3. RIGID DUCT INSULATION: • ARRANGE WATER PIPING SO THAT SYSTEMS CAN BE DRAINED. 003143 PERMIT APPLICATION • KEEP INSIDE OF PIPE AND FITTING FREE OF DIRT AND DEBRIS. • HANGERS, BRACKETS, ANCHORS AND MISCELLANEOUS SUPPORTS SHALL BE PROVIDED INSULATION TO BE JOHNS MANVILLE 800 SERIES SPIN-GLAS OR EQUAL. • REDUCTION OF PIPE SIZES SHALL BE MADE WITH REDUCING TEES OR REDUCING D OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BEFORE AND DURING FOR THE INSTALLATION OF ALL PIPING AND HVAC EQUIPMENT. FITTINGS. D CONSTRUCTION. • SUPPORTING DEVICES SHALL BE ATTACHED TO CEILING, WALLS AND FLOORS BY BOLTS • SUPPLY AIR RIGID DUCTS FOR AHU'S SHALL BE INSULATED WITH A MINIMUM OF R-6 • PIPING IN FINISHED AREAS SHALL BE CONCEALED. AND FASTENERS. INSULATION IN THE OPEN SPACE. • COPPER PIPE SHALL BE SOLDERED WITH 95/5 TIN-ANTIMONY SOLDER. Mad rona Real Estate DIVISION 01 - GENERAL REQUIREMENTS • PIPE HANGERS AND VERTICAL SUPPORT SPACING SHALL BE IN COMPLIANCE WITH THE • EXHAUST DUCTWORK SHALL BE INSULATED WITH 3M FIRE BARRIER DUCT WRAP • INSTALL PEX PER MANUFACTURER'S INSTRUCTIONS. 2015 INTERNATIONAL MECHANICAL CODE. 615+ FROM EXTRACTION ROOM TO ABOVE ROOF. • ALL PLUMBING PIPING SHALL BE FIRE STOPPED AT PENETRATIONS THROUGH FIRE RATED Investments VIII LLC 011000 SUMMARY MOUNTS, ANCHORS AND BRACING SHALL MEET 2015 I.B.0 AND I.M.C. SEISMIC CODES AND FLOORS AND WALLS. MANUFACTURER'S SPECIFICATIONS. PROJECT CLOSE OUT DOCUMENTATION (C103.6): 221116 DOMESTIC WATER PIPING SPECIALTIES THE WORK COVERED BY THIS AND ALL OTHER MECHANICAL SECTIONS CONSISTS OF 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC FURNISHING ALL LABOR, EQUIPMENT, APPLIANCES AND MATERIALS AND PERFORMING ALL 1. THE FOLLOWING DOCUMENTS SHALL BE BE PROVIDED TO THE BUILDING OWNER OR A. EQUIPMENT: OPERATIONS REQUIRED FOR A COMPLETE INSTALLATION OF ALL HEATING AND THE SEISMIC BRACING AND ANCHORAGE OF DUCTWORK AND EQUIPMENT SHALL BE OWNER'S AUTHORIZED AGENT WITH 180 DAYS OF THE DATE OF RECEIPT OF THE • VALVES: LEAD FREE BRONZE BALL VALVE FROM APOLLO OR EQUAL VENTILATION SYSTEMS AS HEREINAFTER SPECIFIED, IN STRICT ACCORDANCE WITH THIS CONSTRUCTED WITH "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS CERTIFICATE OF OCCUPANCY: • RECIRCULATION LOOP BALANCING VALVE: B&G RS-1/2S AND ALL SECTIONS OF THESE SPECIFICATIONS, DRAWINGS, TERMS AND CONDITIONS OF AND PLUMBING PIPING SYSTEMS", PUBLISHED BY SMACNA(MOST RECENT EDITION). • RECORD DOCUMENTS (C103.6.1) • PRESSURE RELIEF VALVE: WATTS OR EQUAL THE CONTRACT, ALL APPLICABLE CODES, ORDINANCES AND LAWS GOVERNING EACH • MANUALS (C103.6.2) • AIR ELIMINATORS: TACO HYVENT OR EQUAL SYSTEM. UPON COMPLETION, THE SYSTEMS SHALL BE FULLY FUNCTIONAL, ADJUSTED, AND 230923 CONTROLS FOR HVAC • COMPLIANCE DOCUMENTATION (C103.6.3) • HOSE BIBS: SEE PLUMBING SCHEDULE ON SHEET P2 READY FOR USE. • WASHING MACHINE CONNECTION: SIOUX CHIEF OX BOX W/ HAMMER ARRESTERS ALL WORK AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. RESPONSIBILITY 2. TRAINING OF THE MAINTENANCE STAFF FOR EQUIPMENT INCLUDED IN THE MANUALS _- 201 CHANICAL CODE y6 0 / y/n C. THE CONTROLS ARE TO BE PROVIDED AS PART OF A COMPLETE HVAC SYSTEM. REQUIRED BY SECTION C103.6.2 SHALL INCLUDE AT A MINIMUM (C103.6.4): B. EXECUTION — 2015 SEATFtEFI CODE J L • REVIEW OF MANUALS AND PERMANENT CERTIFICATE. • ISOLATION OR SERVICE SHUT-OFF VALVES SHALL BE INSTALLED ON ALL PIPING TO ALL 2015 SEATTLE PLUMBING-CODE 1,190 C. SPECIFICATIONS • HANDS-ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, EQUIPMENT. 2015 E 6-'5C1_, • ALL CONTROLS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES INCLUDING NORMAL OPERATING MODES, AND ALL EMERGENCY SHUTDOWN AND START-UP • PRESSURE RELIEF VALVES SHALL BE INSTALLED AT POINTS REQUIRED BY CODE AND FIDALGO FLATS NATIONAL ELECTRICAL CODE (NFPA 70)WITH STATEWIDE AMENDMENTS THE 2015 VERSIONS OF THE INTERNATIONAL CODES AND WASHINGTON STATE ENERGY PROCEDURES. WHERE REQUIRED FOR PROTECTION OF EQUIPMENT AND PIPING. OTHER RELEVANT NATIONAL FIRE PROTECTION (NFPA)ASSOCIATION AND AMERICAN CODE. • TRAINING COMPLETION REPORT. • ISOLATION VALVES SHALL BE EASILY ACCESSIBLE. SUPPLY ACCESS HATCHES WHERE PETROLEUM INSTITUTE (API) INDUSTRY CODES. • ALL CRITERIA NOT SPECIFIED HEREIN, BUT NECESSARY FOR COMPLETE SYSTEMS REQUIRED. 1014 18th St. UNDERWRITERS' LABORATORIES. SHALL BE PROVIDED. COMMISSIONING: • INSTALL AIR ELIMINATORS AT HIGH POINTS IN THE PLUMBING SYSTEM WHERE NO FIXTURE LOCAL UTILITY CODES. • THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE CONTROLS PER IS AVAILABLE TO VENT TRAPPED AIR IN THE CW, HW, OR HWR PIPE SYSTEMS. TACO Anacortes WA ICC/ANSI A117.1-09,ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH STATEWIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1. IT HAS BEEN DETERMINED THAT COMMISSIONING IS NOT REQUIRED FOR ANY OF THE HYVENT OR EQUAL. PROVIDE DROP PAN UNDER EACH. AMENDMENTS MECHANICAL SYSTEMS ON THIS PROJECT. • UNIONS: INSTALL AT POINTS NECESSARY TO DISCONNECT PIPING FOR REPAIRS AND ALL APPLICABLE INDUSTRIAL SAFETY AND HEALTH LAWS AND REGULATIONS. D. HVAC + CONTROLS MAINTENANCE. INSTALL VALVES AND UNIONS AT CONNECTIONS TO TANKS AND ALL APPLICABLE ENERGY CODES. • THE PLANS ARE SCHEMATIC BY NATURE AND DO NOT SHOW EVERY ASPECT OF THE 231123 FACILITY NATURAL-GAS PIPING EQUIPMENT. MAKE CONNECTIONS BETWEEN PIPES OF DISSIMILAR METALS WITH LOCAL PLUMBING CODES. COMPONENTS AND CONTROLS OF THE SYSTEMS. THE CONTRACTOR SHALL SUBMIT TO INSULATING UNIONS. LOCAL BUILDING, MECHANICAL AND FIRE CODES. THE OWNER THEIR COMPONENTS AND ENOUGH SPECIFIC INFORMATION TO A. PIPING • NIPPLES: CLOSE NIPPLES ARE NOT PERMITTED. FOR SHORT PIPE CONNECTIONS USE ALL GOVERNING RULES AND REGULATIONS BY LOCAL AND STATE AUTHORITIES. DEMONSTRATE HOW THE HVAC SYSTEM WILL BE CONTROLLED. • ALL MAIN EXPOSED GAS PIPES SHALL BE SCHEDULE 40 STEEL PIPES. ANY EXPOSED STANDARD SHORT NIPPLES OR BUSHINGS SO THAT DISASSEMBLY EASILY OCCUR. ALL CONTRACT DOCUMENTS PERTAINING TO THIS PROJECT ARE HEREBY MADE A PART OF STEEL PIPE IN GROW ROOMS WILL BE PRIMED AND PAINTED YELLOW PER THE US C THIS SPECIFICATION. E. EXECUTION FEDERAL GOVERNMENT REGISTER 595 PAINT COLOR NUMBER. 221316 SANITARY WASTE AND VENT PIPING (WITHIN BUILDING) C THE CONTRACTOR IS RESPONSIBLE TO MAKE SURE OF A CLEAR UNDERSTANDING OF BOTH • THE MECHANICAL CONTRACTOR SHALL COORDINATE AND PROVIDE INTERFACING • RUNOUTS CAN BE NO LONGER THAN 4' CORRUGATED STAINLESS STEEL TUBING PLANS AND SPECIFICATIONS, PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES BETWEEN THE CONTROLS FURNISHED WITH INDIVIDUAL PIECES OF EQUIPMENT. (WARDFLEX CSST OR SIMILAR) A. PIPING: SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR AND ENGINEER • THERMOSTATS SHALL BE LOCATED 4' ABOVE FINISHED FLOOR UNLESS OTHERWISE B. GAS PIPING SPECIALTIES • SLAB&THROUGHOUT THE BUILDING: PVC DWV PRIOR TO COMMENCEMENT OF WORK. THE ENGINEER SHALL NOT BE HELD ACCOUNTABLE NOTED. • GAS PRESSURE REGULATOR: SEE PLUMBING AND GAS SYMBOLS ON SHEET P2 B. EXECUTION: FOR LACK OF NOTIFICATION BY THE MECHANICAL AND/OR PLUMBING CONTRACTORS. C. EXECUTION • ALL PLUMBING FIXTURES SHALL BE TRAPPED AND VENTED PER 2015 UPC. 233113 METAL DUCTS • GAS PRESSURE REGULATORS SHALL BE EASILY ACCESSIBLE. SUPPLY ACCESS • GROUP ADJACENT VENTS AS ALLOWED BY CODE IN CEILING SPACE TO MINIMIZE ROOF 012500 SUBSTITUTION PROCEDURES HATCHES WHERE REQUIRED FOR ACCESS AND BY CODE. PENETRATIONS. ANACORTES A. DUCT: • PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING THE SPACING • DWV & PVC PIPES ARE PERMITTED WHERE ALLOWED BY CODE. USE STANDARD PVC , THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF METAL DUCTS: ROUND, SPIRAL, AND RECTANGULAR GALVANIZED 26-GAUGE DUCTING CAN SPECIFIED IN TABLE 415.1 OF THE 2015 INTERNATIONAL FUEL GAS CODE. CEMENT WITH PVC PRIMER AS APPLICABLE. USE CEMENT ONLY ON MALE PIPE FITTINGS. WASHINGTON DESIGN. THE CONTRACTOR MAY PROPOSE A SUBSTITUTION OF OTHER MATERIAL OR BE USED CONSISTENT WITH THE PLANS. 24-GAUGE DUCTS SHALL BE USED FOR DUCTS • EACH APPLIANCE SHALL BE PROVIDED WITH A SHUTOFF VALVE IN ACCORDANCE • WHERE IMPRACTICAL TO ATTAIN % INCH PER 1 FOOT, ) INCH PER 1 FOOT IS ALLOWED IF EQUIPMENT, WHICH IN HIS OPINION WILL ACCOMPLISH THE DESIGN FUNCTION AND IS WITH ANY SIZE LARGER THAN 20". WITH SECTIONS 409.5 OF THE 2015 INTERNATIONAL FUEL GAS CODE. APPROVED BY THE ENGINEER AND ALLOWED BY THE 2015 UPC. EQUAL TO THAT SPECIFIED. ALL COSTS INCURRED BECAUSE OF THIS SUBSTITUTION SHALL • • ALL PLUMBING PIPING SHALL BE FIRE STOPPED AT PENETRATIONS THROUGH FIRE RATED BE BY THE CONTRACTOR. THE ENGINEER SHALL BE THE JUDGE OF THE QUALITY AND B. EXECUTION: FLOORS AND WALLS. SUITABILITY OF THE PROPOSED SUBSTITUTION AND MAY REQUIRE THE CONTRACTOR TO • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUCT AND EQUIPMENT MOUNTING. END DIVISION 23 FURNISH ANY MATERIAL OR PIECE OF EQUIPMENT AS SPECIFIED. • DUCTWORK SHALL BE INSTALLED IN COMPLIANCE WITH ASHRAE AND SMACNA DIVISION 22-PLUMBING 221319 SANITARY WASTE PIPING SPECIALTIES STANDARDS AND MAKE VIRTUALLY AIRTIGHT. NO DUCT LINING SHALL BE USED, THE 013100 PROJECT MANAGEMENT AND COORDINATION NOMINAL DUCT DIMENSIONS HAVE BEEN INCREASED TO MAINTAIN FREE AREAS. DUCT 220516 EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING A. VENT CAPS: FOUR POUND SHEET LEAD FLASHING AND COUNTER-FLASHING NOT LESS THAN — SIZES SHOWN ON DRAWINGS ARE ACTUAL. 16"SQUARE. COUNTERFLASHING SHALL TURN DOWN INSIDE THE VENT NO LESS THAN 1". • 6 . •• • GENERAL: THE CONTRACTOR SHALL SCHEDULE HIS WORK IN SUCH A MANNER AS TO • DUCT SEALING: ALL TRANSVERSE DUCT JOINTS SHALL BE SEALED VIRTUALLY AIRTIGHT INSTALL PIPING WITH PROVISIONS FOR EXPANSION AND CONTRACTION TO PREVENT AVOID DELAYS IN OVERALL CONSTRUCTION AND PERMIT PROPER INSTALLATION OF WITH DUCT JOINT SEALER AND FOIL BACKED DUCT TAPE. CLOTH DUCT TAPE IS NOT DAMAGE TO BUILDING STRUCTURE AND PIPING. B. TRAPS: PVC OR PVC DWV 1Yz'-6". •� . r"s _ ALL WORK BY THEMSELF AND OTHER CRAFTS. ALLOWED. 220517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING C. VACUUM BREAKERS: (WHERE REQUIRED, LOCATED BY • TAPERS AND TRANSITIONS SHALL BE LIMITED TO 15° FOR BOTH CONVERGING AND CONTRACTOR) ,�� -�-; • DESIGN DRAWINGS: THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY DIVERGING ANGLES AND LIMITED TO 30° FOR BRANCH DUCTS. 1. ANTI-SIPHON: BRASS BODY AND INTERNAL TRIM WATTS NO. LF288A OR EQUAL. NI; " a; SHOW THE FINAL ROUTING OF PIPING OR FINAL LOCATION OF EQUIPMENT. IF • ONLY DUCTWORK AND RELATED DUCT APPURTENANCES SHALL BE SUPPORTED FROM OPENINGS FOR PIPE PENETRATIONS IN WALLS, FLOORS OR CEILINGS SHALL BE LARGER 2. ANTI-SIPHON PRESSURE TYPE: WATTS 800 SERIES OR EQUAL. A. N. I '� CONFLICTS ARISE WHICH CAUSE A CHANGE IN THE SPECIFIED PLANS OR DESIGN, THE DUCT SUPPORTS. THAN THE PENETRATING PIPE. OPENINGS THROUGH CONCRETE OR MASONRY BUILDING •yl-� r CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING THE ELEMENTS SHALL BE SLEEVED. THE ANNULAR SPACE SURROUNDING PIPE PENETRATIONS 2015 WASHINGTON STATE ENERGY CODE (WSEC) NOTES: CHANGES. ANY CHANGES NOT APPROVED BY THE ENGINEER SHALL BE THE 23700 HVAC SYSTEMS SHALL BE PROTECTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. I DA e1ONED 15/18/201II RESPONSIBILITY OF OTHERS. SERVICE WATER HEATING: A t bIUN U: REFER TO EQUIPMENT SCHEDULES LOCATED ON DRAWING MO.3. 220518 ESCUTCHEONS FOR PLUMBING PIPES: 12/13/2019 • INTERFERENCE'S: THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CRAFTS TO 1. HOT WATER AND HOT WATER RETURN PIPING SHALL BE INSULATED WITH NOT LESS MAKE CERTAIN LOCATIONS AND ARRANGEMENTS REQUIRED FOR INSTALLATION OF DRAWING COORDINATION FOR PLAN REVIEW AND FOR ASSIGNMENT OF RESPONSIBILITIES INSTALL CHROME PLATED ESCUTCHEONS WHERE EXPOSED PIPING PASSES THROUGH THAN 1 INCH OF INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER SYSTEMS ARE MADE AVAILABLE, AND BE RESPONSIBLE FOR ARRANGING PIPING, BETWEEN ENGINEERS. FLOORS, CEILINGS AND WALLS. PLATES PROVIDED FOR PIPES PASSING THROUGH SLEEVES INCH/H • FT2 • °F (C404.6). INSULATION TO BE JOHNS MANVILLE MICRO-LOK FIBER GLASS EQUIPMENT, ETC., SO AS NOT TO INTERFERE WITH STRUCTURAL MEMBERS, LIGHTS, THAT EXTEND ABOVE THE FLOOR SURFACE SHALL BE DEEP AND RECESSED TO CONCEAL PIPE INSULATION OR EQUAL. HOT WATER PIPING THAT IS PART OF THE FINAL PIPE RUN B AND OTHER ITEMS HAVING FIXED LOCATIONS NOT RELATED TO THE SYSTEMS. WHERE THIS PROJECT HAS MULITPLE ENGINEERS WORKING TOGETHER TO COMPLETE THE PIPE SLEEVES. TO THE PLUMBING FIXTURE AND IS NOT PART OF THE AUTOMATIC-CIRCULATING HOT B ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD PROJECT. COFFMAN ENGINEERS SCOPE IS LIMITED TO THE FOLLOWING: WATER RECIRCULATION PATH IS NOT REQUIRED TO MEET THE MINIMUM INSULATION COORDINATION OF ALL TRADES, THE CONTRACTOR SHALL MAKE CHANGES WITHOUT 220519 METERS AND GAGES FOR PLUMBING PIPING REQUIREMENTS OF C404.6. ADDITIONAL COSTS. HVAC: 1. AIR CONDITIONING AND VENTILATION FOR COMMON AREAS AND RESIDENTIAL UNITS. • WATER SUBMETERS: 3/4"VERSAMAG POLYMER 5834-C OR EQUAL 2. CIRCULATING PUMP CP-1 SHALL BE EQUIPPED WITH AUTOMATIC TIME SWITCHES OR • VERIFICATION: PRIOR TO ORDERING ANY EQUIPMENT OR FIXTURES, VERIFY • THERMOMETERS: TRERICE OR EQUAL OTHER CONTROLS TO TURN OFF THE SYSTEM DURING PERIODS OF NON-USE (C404.7/8) DIMENSIONS OF ALL SUCH EQUIPMENT, FIXTURES, ETC., TO MAKE CERTAIN IT FITS INTO • PRESSURE GAUGE: 0-100 PSI PRESSURE GAGE-TRERICE MODEL D82LFB2502LA110 OR THE STRUCTURAL AND ARCHITECTURAL FEATURES OF THE BUILDING, AVOIDS EQUIPMENT SIZING, PERFORMANCE, &TYPE: EQUAL END DIVISION 22 CONFLICT WITH EQUIPMENT OR FIXTURES OF OTHER CRAFTS AND FITS INTO THE 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT SPACE PROVIDED FOR THE INSTALLATION. 1. LOAD CALCULATIONS WERE PERFORMED USING LIGHTING AND EQUIPMENT. • SLEEVES AND INSERTS: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES • HANGERS, BRACKETS, ANCHORS AND MISCELLANEOUS SUPPORTS SHALL BE PROVIDED AND INSERTS REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL SCHEDULE HIS 2. OUTPUT CAPACITY OF HEATING AND COOLING EQUIPMENT AND SYSTEMS ARE NO FOR THE INSTALLATION OF ALL PIPING AND PLUMBING EQUIPMENT. SUPPORTING WORK SO HE INSTALLS SLEEVES AND INSERTS AS CONSTRUCTION PROCEEDS AND IN A GREATER THAN THE SMALLEST AVAILABLE SIZE THAT EXCEEDS THE CALCULATED DEVICES SHALL BE ATTACHED TO CEILING, WALLS AND FLOORS BY BOLTS AND MANNER TO AVOID DELAYS. IF THE CONTRACTOR FAILS TO INSTALL SLEEVES AND LOADS (C403.2.2) FASTENERS. REV DATE DESCRIPTION INSERTS AS CONSTRUCTION PROCEEDS, HE SHALL PAY ALL COSTS FOR CUTTING AND • PIPE HANGERS AND VERTICAL SUPPORT SPACING SHALL BE IN COMPLIANCE WITH THE PATCHING TO MAKE THE PROPER INSTALLATION. 2015 UNIFORM PLUMBING CODE. PROJ. NO. 191974 3. ALL ELECTRIC MOTORS SHALL BE COMPLIANT WITH SECTION C405.8 AS APPLICABLE. • MOUNTS, ANCHORS AND BRACING SHALL MEET 2015 I.B.0 AND I.M.C. SEISMIC CODES _ • CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES AND MANUFACTURER'S SPECIFICATIONS IF APPLICABLE. DRAWN BN WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. • IF THE CONTRACTOR IS UNSURE OF HOW TO HANG, BRACE, OR SUPPORT ANY ITEM IN CONTRACTOR SHALL PROVIDE A DETAILED M.O.P. AS REQUIRED. DO NOT BEGIN WORK HVAC SYSTEM CONTROLS THEIR SCOPE, THEY WILL SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CHECKED CG WITHOUT WRITTEN APPROVAL. ENGINEER FOR REVIEW/CONSULTATION. 4. EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED WITH THERMOSTATIC 220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT DATE 12/13/19 016000 PRODUCT REQUIREMENTS CONTROLS (C403.2.4.1)THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: THE SEISMIC BRACING AND ANCHORAGE OF PIPING AND EQUIPMENT SHALL BE DONE WITH • THE MATERIAL AND EQUIPMENT SHALL BE NEW, BEST QUALITY AND AS SPECIFIED. A. C403.2.4.1.2 SETPOINT OVERLAP RESTRICTION. WHERE USED TO CONTROL BOTH "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING © COFFMAN ENGINEERS INC. • EQUIPMENT SHALL BE FURNISHED COMPLETE WITH ALL PARTS NECESSARY FOR HEATING AND COOLING, THERMOSTATIC CONTROLS SHALL PROVIDE A TEMPERATURE SYSTEMS", PUBLISHED BY SMACNA(MOST RECENT EDITION). PROPER OPERATION. MATERIAL AND EQUIPMENT SHALL BE CLEANED AND FREE FROM RANGE OR DEADBAND OF AT LEAST 5°F WITHIN WHICH THE SUPPLY OF HEATING AND 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT SHEET TITLE: DENTS, SCRATCHES, AND CORROSION. EQUIPMENT SHALL PROVIDE QUIET OPERATION. COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. ALL DOMESTIC HOT WATER, HOT WATER RETURN, COLD WATER PIPES, AND PROCESS MECHANICAL 017300 EXECUTION B. C403.2.4.3 OFF-HOUR CONTROLS. FOR ALL OCCUPANCIES OTHER THAN GROUP R, THE PIPES SHALL BE LABELED FOR FLOW DIRECTION AND TYPE EVERY 12' THROUGHOUT SPACE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE BUILDING. SPECIFICATIONS • THE WORK SHALL BE PERFORMED BY PERSONS SKILLED IN THE PARTICULAR TRADE, CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL AND INCLUDES ALL WORK NECESSARY TO PROPERLY COMPLETE THE INSTALLATION IN SYSTEM. 220719 PLUMBING PIPING INSULATION: A A MANNER THAT PRESENTS A NEAT AND FINISHED APPEARANCE. C. C403.2.4.2.1 THERMOSTATIC SETBACK CAPABILITIES. THERMOSTATIC SETBACK A • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE • SEE WSEC NOTES THIS SHEET FOR HW AND HWR PIPE INSULATION REQUIREMENTS RECOMMENDED BY THE EQUIPMENT MANUFACTURER, REQUIRED BY CODES AND SYSTEM TO MAINTAIN SPACE TEMPERATURES DOWN TO 55°F (13°C) OR UP TO 85°F (29°C). NECESSARY FOR THE PROTECTION OF PERSONNEL, SUCH AS SCREENS, GUARDS, • PROVISIONS WILL BE MADE TO PREVENT THE FORMATION OF CONDENSATION ON THE RELIEF VALVES, VENTS, OVERFLOW, ETC., WHICH SHALL BE PROVIDED AND INSTALLED D. C403.2.4.2.2 AUTOMATIC SETBACK AND SHUTDOWN CAPABILITIES. AUTOMATIC TIME EXTERIOR OF THE COLD WATER SUPPLY MAINS. CW MAINS WILL BE INSULATED WITH Yz" IN AN APPROVED MANNER. CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING PIPE INSULATION (ARMAFLEX MC OR EQUAL). ALL VALVES AND FITTINGS WILL BE CONTRACTOR SHALL INSTALL ALL EQUIPMENT FOLLOWING ALL MANUFACTURER'S THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK AND RETAINING THEIR INSULATED WITH SUITABLE INSULATION AND COVER THAT ARE MANUFACTURED FOR • REQUIREMENTS. CONTACT ENGINEER IF CONFLICTS ARISE. PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10 HOURS. THAT PURPOSE. ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT ALLOWS TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS; A MANUALLY OPERATED SHEET NO: TIMER CAPABLE OF BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS; OR AN OCCUPANCY SENSOR /•� E. C403.2.4.2.3 AUTOMATIC START CAPABILITIES. AUTOMATIC START CONTROLS SHALL M 0 . LBE PROVIDED FOR EACH HVAC SYSTEM. THE CONTROLS SHALL BE CAPABLE OF AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER TO BRING EACH SPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY. SHEET 2 OF 28 1 2 3 4 5 1 2 I 3 4 5 COFFMAN ; ': ENGINEERS 1997 Park Lane SPLIT HEAT PUMP SINGLE ZONE UNIT SCHEDULE Burlington, WA 98233 AREA FAN OUTDOOR ELECTRICAL INDOOR ELECTRICAL COOLING CAPACITY HEATING CAPACITY SHIPPED p��p Rs��SoA ,C TAG MIN. SEER +FILTER] pi f OF I B� I }j,S OF REMARKS ph 360.707.5656 SERVED rn ESP VOLTS n MCA] MOCP_ VOLTS PH j MOCP (MBH) (MBH) WEIGHT (LBSJ FC-1/CU-1 EMR 580 Cl 208 0 18.3 20 208 10 Fri N/A+ 13 El 24 El MERV 4 30/1601 DAIKIN RX24NMVJU DAIKIN FTX24NMVJU 1,2,3,5 NOTES: www.coffman.com 1. INCLUDE BUILT IN CONDENSATE OVERFLOW SHUTDOWN SWITCH AND CONDENSATE PUMP. 2. PROVIDE WALL MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT D 3. AIR ECONOMIZER IS NOT REQUIRED PER WSEC C403.3 EXCETION 10 D 4. AIR ECONOMIZER IS NOT REQUIRED PER WSEC C403.3 EXCETION 6 5. *INDOOR UNIT IS POWERED FROM OUTDOOR UNIT Madrona Real Estate Investments VIII LLC CONDENSING UNIT SCHEDULE FAN COIL UNIT SCHEDULE UNIT rAREA ELECTRICAL COOLING CAPACITY HEATING CAPACITY (WEIGHT) ® AREA FAN ELECTRICAL COOLING CAPACITY HEATING CAPACITY WEIGHT N0. SERVED VOLTS PH MCA MOCP BASIS OF DESIGN REMARKS I EER/SEER 1 FILTER BASIS OF DESIGN REMARKS I� ❑ {MBH) (MBH) (LBS) INO1 SERVED n ESP VOLTS PH AMPS (MBH) {MBH) (LBS) CU-2 CORRIDORS 208 10 27 30 ® El 300 DAIKIN RMXS48LVJU FC-2 FIRST FLOOR CORRIDOR 380 p 230 10 0.23 10.5 / 17L CI 9.0 MERV 4 35 DAIKIN FFQ09Q2VJU 12 NOTES. FC-3 SECOND FLOOR CORRIDOR 380 p 230 10 0.23 10.5 / 17 El 9.0 MERV 4 35 DAIKIN FFQ09Q2VJU US FC-4 (THIRD FLOOR CORRIDOR 380 p 230 10 0.23 10.5 / 17 El El MERV 4 1::1 DAIKIN FFQ09Q2VJU 1,2 FC-5 FOURTH FLOOR CORRIDOR 380 0 230 10 0.23 10.5 / 17 9.0 9.0 MERV 4 El DAIKIN FFQ09Q2VJU 1,2 FC-6 FIFTH FLOOR CORRIDOR 380 p 230 10 0.23 10.5 / 17 9.0 9.0 MERV 4 n DAIKIN FFQ09Q2VJU 1,2 FIDALGO FLATS AIR INLET & OUTLET SCHEDULE _ .1 ,1 .1 NOTES: 1. INCLUDE BUILT IN CONDENSATE OVERFLOW SHUTDOWN SWITCH AND CONDENSATE PUMP. O 1�F 1 Hth St. BASIS OF DESIGN IZE F ZE I M 2. PROVIDE WALL MOUNTED THERMOSTAT PURPOSE COLOR BORDER TYPE REMARKS Anacortes WA MFRJ MODEL ® SUPPLY PER PLANS PER PLANS 1180 WHITE SURFACE MOUNT TINS 272RL SEG/SRG EXHAUST/RETURN PER PLANS PER PLANS 1180 [WHIT, SURFACE MOUNT TITUS 23RL FAN SCHEDULE C QTY LOCATION AREA SERVED FAN MOTOR pty WEIGHT I I ESP HP VOLTS r� 7YYF� FILTER BASIS OF DESIGN �S REMARKS C FN-1 El CEILING RESIDENTIAL UNITS 80 0.50 0.02 ® 10 , DIRECT -- PANASONIC FV-0511VKS1 CI10 EXPANSION TANK SCHEDULE fFN-21 25 CEILING RESIDENTIAL UNITS 50 0.501 0.02 ® 10 DIRECT -- PANASONIC FV-0511VKS1 10 20 Ih1-3 9 CEILING RESIDENTIAL UNITS �--I ® 10 DIRECT -- PANASONIC FV-0511VKS1 10 2 LOCATION Ur BASIS OF DESIGN 0 I I 0.50 0.02 ® RM. NAME SERVICE TYPE AC xe �fl FN-4 10 SUSPENDED EXPOSED BOILER ROOM 140 1.00 1/2 ® 10 DIRECT cl GREENHECK SQ-97-VG 100 ANACORTES, � � REMARKS T) MFR MODEL FN-5 0 ROOF PRESSURIZATION 7,000 0.50 1-1/21 208 30 DIRECT MERV-6 GREENHECKAER-E24C-320-A-VGD15J 140 5,6 ET-1 BOILER ROOM DOMESTIC HW DIAPHRAM 1251 11 45x16 100 AMTROL ST-60-VC 1-1] NOTES: WASHINGTON NOTES: 11. WHOLE HOUSE FAN SUMMARY:] _1) PRE-CHARGE 2 PSI BELOW NORMAL OPERATING CITY WATER PRESSURE OF 88 PSI. PROVIDE WITH SMART ACTION MOTION SENSOR MODULE (FV-MSVK1) AND MULTI SPEED WITH TIME DELAY MODULE (FV-VS15VK1) FAN IS TO OPERATE CONTINUOUSLY ON LOW SPEED WITH HIGH SPEED ACTIVATED BY THE MOTION SENSOR MODULE FAN LOW SPEED SHALL BE SET IN ACCORDANCE WITH THE RESIDENTIAL VENTILATION CRITERIA TABLE BY THE EC IN THE FIELD] ELECTRIC HEATER SCHEDULE 2. PROVIDE DISCONNECT SWITCH AND WALL MOUNTED SWITCH H. • 3. EC MOTORS ARE REQUIRED FOR FANS THAT ARE GREATER THAN OR EQUAL TO 1/12 HP AND LESS THAN 1 HP IN ACCORDANCE WITH WSEC C405.8 • •' ® AREA ELECTRICAL CONTROL BASIS OF DESIGN REMARKS 4, PROVIDE DISCONNECT SWITCH, FAN TO OPERATE CONTINUOUSLY • �, ��, SERVED VOLTS/PH WATTS 1 �, 5. PROVIDE AND INSTALL SMOKE DETECTORS PER IBC CHAPTER 9 REQUIREMENTS / ;;,��► - • ,� �i EH-1 EAST STAIRWELL 208 2000 THERMOSTAT KING KCF-2020 1, 2 6. PROVIDE DISCONNECT SWITCH AND WALL MOUNTED SPEED DIAL CONTROL 4,� 9 EH-2 WEST STAIRWELL 208 [2000J THERMOSTAT KING KCF-2020 1, 2 a`,a yti,� NOTES: Win DA SIGNED: 1Yh8/4015 1. - A TO BE BASIC KNOB-STYLE THERMOSTAT KING MODEL K101 OR EQUAL. LOUVER SCHEDULE />, t SILINt : 2. T-STATS MOUNTED REMOTE FROM HEATER ON WALL NEAR DOOR TO ROOM. 12/13/2019 APPROX SIZE 1Q. P TAG AREA SERVED Qn WIDTH (IN) HEIGHT (IN) MAX. CFM % FREE AREA � ) ' MX(INRESSURE. H2O) DROP MANUFACTURER MODEL REMARKS - B L-1 1 BED APARTMENT 25 El El 485 ECEI 0.68 0.15 GREENHECK ESD-435 g Ell 2 BED APARTMENT El 16 12 330 32% 0.42 0.15 GREENHECK ESD-635 L-3 BOILER ROOM Q El LI 140 29% 0.29 0.15 GREENHECK ESD-635 10 CI 2 BED APARTMENT 0 Ei El ® 34% 0.80 0.15 GREENHECK ESD-635 1=1 CORRIDOR Q E © El 30% 0.08 0.15 HVAC PREMIUM L066 10 6 BOILER ROOM 0 12 12 10 140 29% 0.29 0.15 GREENHECK ESD-635 NOTES: 1. PROVIDE BIRD SCREEN COMMON AREA VENTILATION CALCULATIONS - 2015 WMC TABLE 403.3.1 .1 REV DATE DESCRIPTION AREA OUTDOOR EXHAUST REQUIRED ZONE OUTSIDE CIRCULATION PUMP SCHEDULE AIRFLOW RATE BREATHING ZONE ZONE OUTDOOR PROJ. NO. 191974 AREA AIRFLOW EXHAUST OUTDOOR AIRFLOW OCCUPANCY CLASSIFICATION CAPACITY IN BREATHING RaAz OUTDOOR AIRFLOW Ez(CLG) Ez(HTG) AIRFLOW_CLG AIRFLOW HTG BALANCING P� (S.F.) RATE AIRFLOW (Vbz=RpPz+ RaAz) (Voz=Vbz/Ez) DRAWN BN ZONE, Ra (CFM/S.F.) (CFM) (Voz=Vbz/Ez) (CFM) UNIT NO. SERVICE LOCATION (CFM/S.F.) GPM FT HD n RPM VOLTS PH VFD? P�Jd(ER Road PUMPWEIGHT REMARKS '�+ EIZE CHECKED CG RESIDENTIAL CORRIDORS 440 0.06 0.00 0 26 26 1 0.8 m RESIDENTIAL WHOLEHOUSE VENTILATION CALCULATIONS I-CP-1 HOT WATER RECIRC BOILER ROOM 12.5 15 1/8 3250 120 10 N❑ EE 1-1/4" GRUNDFOS UP 26-64 F El 0 DATE 12/13/19 ROOM INFORMATION VENTILATION SUMMARY CALCULATION INPUTS- CFM/PERSON METHOD CALCULATION INPUTS -ACH METHOD NOTES: © COFFMAN ENGINEERS INC. REQUIRED WHOLE DESIGN REQUIRED TOTAL 1. PROVIDE BALANCING VALVE SHEET TITLE: TYPICAL UNIT UNIT SIZE WHOLEHOUSE EXHAUST NUMBER OF NUMBER OF AIRFLOW PER REQUIRED GROSS REQUIRED AIR TOTAL AIR INLET SOURCE HOUSE VENTILATION EXHAUST BEDROOMS OCCUPANTS OCCUPANT AIRFLOW SQUARE CHANGE RATE REQUIRED AIRFLOW(CFM) AIRFLOW(CFM) (CFM) (CFM) FOOTAGE AIRFLOW 1 BEDROOM SINGLE fERABLE WINDOW 40 80 n r2] 15 30 685 0.35 40 MECHANICAL 2 BEDROOM DOUBLE OPERABLE WINDOW [Si] 80 1] f 15 45 875 0.35 51 SCHEDULES REMARKS: DOMESTIC WATER HEATER SCHEDULE A 1. VENTILATION CALCULATIONS PERFORMED PER WMC SECTION 403.3 FOR CODE COMPLIANCE, THE GREATER OF THE CFM/PERSON AND ACH METHODS MUST BE USED L. VALUES AND CALCULATIONS SHOWN kEPKESENI LARGEST UNIT SQUARE FUUTAGE OF EACH IYFE, MINOR VAkIAIIONS IN ZONE AREAS MAY EXIST UNIT NO. LOCATION FUEL CAPACITY (MBH) GALLON FLUE SIZE in T EFF. ELECTRICAL yL., T 3. SEE MECHANICAL EQUIPMENT SCHEDULES FOR WHOLE HOUSE FAN PERFORMANCE TYPE INPUT OUTPUT CAPACITY DIA. (IN BASIS OF A J , E FE ® VOLT PHASE] r-i V- DESIGN REMARKS 4. WINDOW CONTRACTOR TO PROVIDE AN OPERABLE WINDOW WITH THE MINIMUM AREA REQUIRED FOR AIR INLETS DWH-1 BOILER RM NG 199 189 100 ® El 140 95 120 10 ® - 1600 AO SMITH BTH-199A 10 AS REQUIRED BY 2015 WMC SECTION C402.2 5. THE OPERATING MECHANISM FOR OPERABLE OPENINGS MUST BE PROVIDED WITH READY ACCESS BY THE BUILDING OCCUPANTS DWH-2 BOILER RM 7i99 189 100 E 50 140 95 120 01 E 1600 AO SMITH BTH-199A 10 NOTES:1 1. PROVIDE COMPLETE SYSTEM WITH FACTORY MOUNTED CONTROLS, REFER TO DETAIL 3/P6.0 FOR ADDITIONAL INFORMATION. SHEET NO: MO . 3 1 2 3 1 SHEET 3 OF 28 4 5 1 2 3 4 5 I I I , ACOFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com D D :/s,, ♦ ♦♦ ♦ ♦ ♦�- - o- o- o- o- o o ♦ ♦♦ o • ♦ Madrona Real Estate ♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦`♦♦ ♦♦♦♦`♦ ♦♦♦♦♦� ♦♦♦♦♦♦♦♦ ♦♦ ♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦ ♦♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦ ♦♦ ♦♦`♦�♦♦♦♦♦�♦♦`♦p�♦♦♦♦o♦♦`♦o ♦♦ j♦♦p ♦♦♦♦♦♦ ♦♦♦♦p ♦♦♦♦♦ ♦♦♦o ♦♦�o ♦♦♦o SHEET NOTES:♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦`♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦`♦ ♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦. ♦♦♦♦. ♦♦�♦ ♦ ♦ ♦ 0 Investments VIII LLC ♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦`p♦♦♦♦♦♦♦♦ D NOT USED ♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦� ♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦`♦ ♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ 2D 4"FLUE UP THROUGH ROOF. ♦♦♦♦O♦ ♦♦♦♦O♦ ♦♦♦p♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦O♦ ♦♦♦p♦ `♦♦O ♦♦♦ ♦O �O �O ♦O ♦♦O ♦O ♦O ♦♦O `♦♦O ♦♦♦O ♦♦O ♦♦♦O p♦� O♦ > WATER HEATERS SHOWN FOR REFERENCE, �O ♦♦♦♦O ♦♦�♦O ♦♦♦♦♦O ♦♦♦♦♦O ♦♦♦♦Q♦ ♦♦♦♦p♦ ♦`♦♦ ♦♦ ♦ ` ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ O O♦ O♦ O♦ O O ♦ O ♦ ♦♦ ♦♦ � ♦♦ ♦♦♦ ♦pREFER TO P1.0 AND MO.3 FOR ADDITIONAL ♦♦♦O ♦♦♦O ♦♦♦♦O ♦♦♦♦O ♦♦♦♦O ♦♦♦Q♦ `♦Q♦ O O ♦ O ♦ O ♦ ♦ ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ Q♦♦ O♦ �♦♦ �♦♦ Q♦ Q♦ p♦ SPRINKLER/R ♦ Q♦ ♦♦ ♦O ♦♦� ♦OQ♦ ♦ INFORMATION. ♦O ♦♦♦♦♦♦O ♦♦♦♦♦♦O ♦♦♦♦�O ♦♦♦♦♦♦O ♦♦♦♦♦p♦ ♦♦♦♦♦♦O ♦♦♦♦♦♦O ♦♦♦ ♦♦♦ gip ♦p ♦p ♦p ♦O ♦O �O ♦♦O ♦♦O �O ♦♦O ♦♦O �O ♦ ♦� ♦♦ ♦♦ ♦p ♦♦ ♦♦ ♦♦ D DUCT SIZE TO MATCH FAN INLET. ♦♦♦�♦♦ ♦♦♦♦♦� ♦♦♦♦S ♦♦♦♦O♦ ♦♦♦♦O♦ ♦♦♦♦O♦ ♦♦♦♦O♦ ♦♦ 8x6 SEG p♦♦ ♦p ♦♦ ♦♦♦♦ ♦♦♦♦♦♦♦O ♦♦♦♦♦O ♦♦♦♦♦♦O ♦♦♦♦♦♦O ♦♦♦♦♦p♦ ♦♦♦♦♦♦O ♦♦♦♦♦p♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦♦ ♦♦ ♦♦♦♦ ♦♦p ♦♦ ♦♦♦ ♦♦♦ ♦♦ ♦♦♦ ♦♦ ♦ ♦ ♦ _♦�O ♦♦♦`♦O ♦♦♦♦♦Q ♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦`♦♦p ♦♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦♦ �♦ O♦♦ Bxl UP TO FFlOOR ® a O♦ O♦ ♦♦ O♦ ♦p♦♦♦♦p♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦O ♦♦`p♦ ♦♦♦♦♦�♦ ♦♦♦♦�♦ ♦`♦p♦ ♦ p♦ p♦ p♦ p♦ �♦ ♦ p♦ p♦ O O ♦ p p p O p ♦ � O ♦ O ♦♦♦ �.♦ ♦♦♦p♦ ♦♦♦O ♦♦♦`♦ ♦♦♦p♦ ♦♦`O ♦♦♦`♦ ♦♦♦♦O ♦pp ♦♦♦ ♦♦p ♦♦♦ `p ♦p ♦♦♦ ♦♦p `♦ ♦♦♦ ♦♦p ♦p ♦♦♦ ♦♦♦ ♦♦ ♦♦ ♦♦• ♦♦ 00 00 Se /■ o♦ ♦♦♦ ♦♦♦ ♦♦♦♦♦ p♦♦ �♦♦ p♦♦ FIDALGO FLATS ♦♦♦p♦ ♦♦�♦♦ ♦♦♦�♦ ♦♦♦♦O ♦`p♦ `♦♦O ♦`♦O ♦♦♦po ♦♦♦♦p♦ ♦♦♦p♦� ♦♦♦♦♦O♦ ♦♦♦♦♦♦� ♦♦♦♦p♦♦ ♦♦♦p0♦ ♦♦♦po♦ ♦♦♦♦O♦♦ ♦♦♦p♦`♦ ♦♦♦♦O� ♦♦♦♦O♦♦ ♦�♦O♦♦ `O♦♦ ♦♦S♦ ♦♦O♦♦ ♦♦o♦♦ ♦♦O♦♦ ♦♦o♦♦ `O♦♦ ♦♦O♦♦ ♦♦♦�♦ ♦♦O♦♦♦ ♦O♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦ 1014 18th St. ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ O O O O p p p ♦♦ p dim0 0 ♦♦ ♦` ♦♦ 0 0 0 O�♦♦ O♦♦♦♦ O♦♦p O♦♦♦♦ ♦�♦p O�♦♦ p♦♦♦p♦ ♦♦p♦ p♦♦♦♦O ♦O�p♦ ♦O♦♦�♦ O♦�O p�♦♦O ♦♦�♦p♦ p♦♦♦♦O ♦O♦♦p♦ ♦O♦♦p♦ p♦♦♦♦O ♦O♦♦p♦ ♦♦�♦p♦ ♦O♦♦p♦ ♦♦♦♦♦O p♦♦♦O♦ p♦�O♦ ♦�♦p♦♦ p♦♦♦O` O♦♦p♦♦ O♦♦♦O♦ Opp♦♦ O♦♦�♦ I FN-4 4 8x6 SSG ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦`♦♦♦♦`♦�♦♦♦`♦♦ ♦♦♦♦♦♦♦♦` Anacortes WA ♦♦♦♦♦ ♦♦♦♦�♦♦ ♦♦♦♦�♦♦ ♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦`♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦�♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦�♦♦♦ ♦♦♦♦♦♦♦ ♦�♦♦� ♦`♦�♦♦ `♦♦♦� ♦♦♦♦♦♦♦ ♦♦♦♦♦� ♦♦♦♦�♦ ♦�♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦�♦ ♦♦�♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦♦♦♦♦ ♦`♦♦♦♦ ♦♦♦�♦♦♦♦�♦♦♦♦♦ o © 140 ♦♦♦ ::�♦♦♦♦♦ ♦♦♦♦`♦♦ ♦♦♦♦♦�♦ ♦♦♦♦`♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦ ♦�♦♦ O♦♦♦ O♦♦♦ ♦O♦♦♦ ♦♦♦♦♦ p♦♦♦♦ ♦O♦♦♦ p♦♦♦♦ p♦�♦ ♦O�♦ p♦♦♦♦ p♦♦♦♦ p♦♦♦♦ ♦O♦♦♦ p♦♦♦ ♦O♦♦♦ ♦O♦♦ Q♦♦♦ p♦♦♦ Q♦♦♦ p♦♦♦ p♦♦♦ ♦O� ♦O♦♦ p♦♦♦ e♦♦♦♦ O�♦ ♦�♦♦ p♦♦♦♦ O♦♦♦ Q♦♦♦ p♦♦♦ ♦O♦♦ p�♦ O♦♦♦ O♦♦♦ O♦♦♦ ♦♦♦♦♦♦♦♦O♦�♦♦♦♦O♦♦♦♦♦♦♦O♦♦♦♦♦ Q♦♦♦♦♦♦♦♦O♦�♦♦ ♦O♦♦♦♦ ♦O♦♦♦♦ ♦O♦♦♦♦♦ ♦O♦♦♦♦♦ Q�♦♦♦♦ ♦O♦♦♦♦ ♦O♦♦♦♦ p�♦♦♦♦ Q♦♦♦♦♦♦ O�♦♦♦♦ ♦O�♦♦♦ Q♦♦♦♦♦♦ ♦O♦♦♦♦♦ Q♦♦♦♦` ♦♦�♦♦♦♦ ♦O♦♦♦♦ Q♦♦♦♦♦♦♦Q♦♦♦♦♦♦♦Q♦♦♦♦♦♦Q♦♦♦♦♦♦♦O♦♦♦♦♦♦♦O♦♦♦♦♦♦♦O♦♦♦♦♦ Q♦♦♦♦♦♦ BOILER ROM\ ♦♦♦♦ ♦O♦♦♦♦♦Q♦♦♦♦♦♦`♦♦♦♦♦♦♦♦♦♦♦♦Q♦♦♦♦♦♦♦Q♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦ ♦O♦♦♦♦ ♦O♦♦♦♦♦ ♦O♦♦♦♦ ♦O�♦♦ ♦O♦♦♦♦ ♦O♦�♦♦ ♦O♦♦♦♦ p�♦♦♦♦ O♦♦♦♦♦♦ O♦♦♦♦♦♦ O♦♦♦♦♦ O♦♦♦♦♦♦ O♦♦♦♦♦ O♦♦♦♦♦ O♦♦♦♦♦♦ O♦♦♦♦♦ O♦♦♦♦♦♦ O♦♦♦♦♦♦ O♦♦♦♦♦♦:�O♦♦♦ ♦♦♦♦♦�♦ ♦♦♦O♦♦♦ ♦♦♦O♦♦ ♦♦♦O♦♦ ♦♦♦O♦♦ ♦♦♦O♦♦ ♦♦♦O♦♦ ♦♦p�♦ ♦♦Q♦♦♦ ♦♦♦O♦♦ SLOPE SLAB 1/8" ♦O♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦O♦♦♦♦ ♦♦♦♦♦♦ Q♦♦♦♦♦ ♦O♦♦♦♦ ♦�♦♦ ♦O♦♦ C c ♦♦n p p ♦♦♦♦♦♦p ♦♦♦♦`p ♦♦♦♦♦p ♦♦♦`♦Q ♦♦♦♦`p ♦♦♦♦`p♦♦♦♦`p♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦`♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦p ♦♦♦♦♦♦p ♦♦`gip ♦♦♦♦♦�♦♦♦♦♦♦♦p♦♦��♦♦♦♦♦♦♦O♦♦`♦�O♦♦♦♦♦♦O♦♦♦♦♦♦O♦♦♦♦♦�O♦♦♦♦♦♦Q♦♦♦♦♦♦♦O♦♦♦♦♦♦♦O♦♦♦♦♦♦O♦♦♦♦♦♦♦O`♦♦♦♦♦ PER 1' 0", TYP. ♦ ♦ ♦ ♦ ♦♦♦♦♦♦♦O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦O♦♦♦♦♦♦p♦♦♦♦♦♦♦♦O♦♦♦♦♦♦♦O♦♦♦♦♦♦♦O♦ ♦♦`p� i ��♦ UNEXCAVATED ♦♦�♦� ♦♦p♦ ♦ ` ♦ ♦ ` ` ♦♦ ♦ ♦ ` ♦` p♦♦♦♦♦ p♦♦♦♦♦♦ ♦O♦♦♦♦♦ ♦O♦♦♦♦♦ ♦O♦♦♦♦♦ ♦O♦`♦♦ p♦♦♦♦♦♦ p♦♦♦♦♦♦ p♦♦♦♦♦♦ ♦O♦`♦♦ p♦♦♦♦♦♦ p`♦♦♦ p♦♦♦♦♦♦ p♦♦♦♦♦♦ ♦O♦♦♦♦ p♦♦♦♦♦♦ ♦O♦♦♦♦♦ p♦♦♦♦♦♦I �p♦O♦♦♦♦♦♦p♦♦♦♦pp♦♦♦♦♦♦♦`♦♦♦♦♦♦♦♦O♦♦♦♦p♦`♦`♦♦p♦`♦♦♦♦♦p o♦° o�♦ o♦° o�♦ ♦♦♦° o♦° o♦°♦ ♦�♦♦♦ ♦♦♦�♦ ♦♦♦♦o ♦`�♦ ♦♦♦♦♦o♦ ♦♦♦♦♦o♦♦`♦♦��♦♦♦♦♦♦o♦♦♦♦♦o♦♦♦♦♦♦o♦°♦♦♦♦♦o♦°♦♦♦♦o♦♦♦♦♦o♦♦♦♦♦♦♦♦♦♦♦♦♦♦o♦♦♦♦♦♦♦o�♦♦♦♦♦o♦♦♦♦♦♦♦o♦♦♦♦♦♦♦o♦♦♦♦♦♦♦o♦♦♦♦♦♦♦o♦♦♦♦♦♦♦o♦♦♦♦♦♦o�♦ ♦♦o♦° ♦o♦♦ o♦♦♦ ♦o♦♦ ♦o♦♦ ♦♦° ♦o♦° ♦o� ANACORTES p♦ p♦ p♦ O O ♦♦ O O O ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ' i/ - 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O O O/ REV DATE DESCRIPTION PROJ. NO. 191974 DRAWN BN CHECKED CG DATE 12/13/19 REFRIGERANT PIPING NOTES: © COFFMAN ENGINEERS INC. 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED AND 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS TO SHEET TITLE: ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING COMPLY WITH STRUCTURAL REQUIREMENTS AND WASHINGTON ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. STATE BUILDING CODE REQUIREMENTS FOR OPENING SIZE AND BASEMENT LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE BASEMENT MECHANICAL PLAN 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PER ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING WALLS, SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION NON-BEARING WALLS,STRUCTURAL JOISTS,AND BEAMS.SEE MECHANICAL P LAN REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL DRAWINGS FOR DETAILS. 1/4"=1'-0" PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER A A MANUFACTURER INSTALLATION REQUIREMENTS. 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL UNIT NOT 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND SERVED BY THE ASSOCIATED SPLIT SYSTEM. ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHING STATE BUILDING CODE REQUIREMENTS. 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF FLASHING AND SEALING OF REFRIGERANT PIPING PENETRATION OF ROOF SHEET NO: ASSEMBLY. MI . O SHEET 4 OF 28 1 2 3 4 5 1 2 3 4 5 I I I I ACOFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 ti www.coffman.com GENERAL NOTES: D 1. OUTSIDE AIR INTAKE OPENINGS SHALL D 1k L-1 L_3 BE LOCATED A MIN. 10'SEPARATION i All I cr FROM EXHAUST AIR OUTLETS,LOT LINES, aI II. =�I, , ICI -ICI , ,I�I I�II_I ICI _ (t -WIVENTS,STREETS,ALLEYS,PARKING Mad rona Real Estate LOTS,AND LOADING DOCKS. Investments VI I I LLC ■ 2. ENVIRONMENTAL EXHAUST AIR OUTLETS SHALL BE LOCATED A MIN.OF 3'FROM UNIT _ OPERABLE OPENINGS AND 10'FROM 102 UNIT EH-1 UNIT OUTSIDE AIR INTAKES. 103 104 3. ROUTE CONDENSATE TO INDIRECT _ DRAIN RECEPTOR, REFER TO DETAIL • 5/6.0(TYP). il 1* 4. FOR ROUND AND RECTANGULAR DUCT SUPPORT, 8 REFER4IM6.0.TO DETAILS 1&3/M6.0. 5. FOR DIFFUSER CONNECTIONS,REFER TO 6x61. TO I I I I I �Jr�i BASEMENT I i 41 ri 6. FOR ALL MANUAL VOLUME DAMPERS F I DALGO FLATS ■I LOCATED ABOVE HARD LID CEILINGS, ri II PROVIDE REMOTE CABLE OPERATION. 1014 1 8th St. FN-1 I.1 Anacortes WA DW DW Fin SHEETNOTES: i DW Y 11 C DOWN I ff. D PROVIDE BACKDRAFT DAMPER IN EACH UP II EXHAUST DUCT PRIOR TO CONNECTION FN-2 _2 TO LOUVER. I III � aIPN..2 C L-1 %a`- 4'0 -�- ' 2D 4" FLUE UP THROUGH ROOF. C �_ ,. ,� .1 �`_„ it ,,,!- 4- "' L-1 D PROVIDE CLEAR LOCKABLE COVER FOR . ■ 1 -__ �� ÷ THERMOSTAT. •Ipia I I ir i6„06„06°0 FC-1 ANACORTES, © _ 41 - 1 /, WASHINGTON L-1 rnjra's ELEVATOR,GURNEY 3,500 LBS nows6cari414 LEFT II _ OPENING ■I I I [O DW FN-2 / 4"0 �� 4�0 F � / �� L 2 III ca me `�I1 �÷ a'�•.t 1 .,;.1 y' I I -. D I 6'0 I DATE SIGNED: 12/1312019 �� z LISIF \- A t b1UNt UNIT LOBBY ■ 12/13/2019 b n I 101 , UNIT 105 I UP r r, pI L8 I L-5 I - _, EH-2 6'0 1 4'0 r4.04 ! s 1 „In 1 ._.:I.r, Er_ li i L 4 - L-2 REV DATE DESCRIPTION CI PROJ. NO. 191974 DRAWN BN CHECKED CG DATE 12/13/19 REFRIGERANT PIPING NOTES: © COFFMAN ENGINEERS INC. 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED AND 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS TO SHEET TITLE: ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING COMPLY WITH STRUCTURAL REQUIREMENTS AND WASHINGTON ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. STATE BUILDING CODE REQUIREMENTS FOR OPENING SIZE AND FIRST FLOOR LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE /� FIRST FLOOR MECHANICAL PLAN 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING WALLS, NON-BEARING WALLS,STRUCTURAL JOISTS,AND BEAMS.SEE MECHANICAL PLAN \_ REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL DRAWINGS FOR DETAILS. A 1/4"=1'-0" PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER A MANUFACTURER INSTALLATION REQUIREMENTS. 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL UNIT NOT 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND SERVED BY THE ASSOCIATED SPLIT SYSTEM. ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHINGTON STATE BUILDING CODE REQUIREMENTS. 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF FLASHING AND SEALING OF REFRIGERANT PIPING PENETRATION OF ROOF SHEET NO: ASSEMBLY. MI . 1 I SHEET 5 OF 28 1 2 3 4 5 1 2 3 4 5 I I I -COFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com I T GENERAL NOTES: D I L 1 1. OUTSIDE AIR INTAKE OPENINGS SHALL D .W. I BE LOCATED A MIN. 10'SEPARATION I FROM EXHAUST AIR OUTLETS,LOT LINES, �� .�I. �' �� pi- 'tat' '!p' I' .. � !� �_,_ VENTS,STREETS,ALLEYS, PARKING Madrona Real Estate LOTS,AND LOADING DOCKS. Investments VI I I LLC ■ ` ■ ■ 2. ENVIRONMENTAL EXHAUST AIR OUTLETS SHALL BE LOCATED A MIN. OF 3'FROM OPERABLE OPENINGS AND 10'FROM OUTSIDE AIR INTAKES. 3. ROUTE CONDENSATE TO INDIRECT DRAIN RECEPTOR,REFER TO DETAIL 5/6.0(TYP). _ 202 UNIT �� UNIT: . 4. FOR ROUND AND RECTANGULAR DUCT 203 204 SUPPORT,REFER TO DETAILS 1/M1.1. I I '` I _ k'� ® I fl 1: 421S : I ® It SHEET NOTES: FIDALGO FLATS NM ii -- 1014 18th St. i -- �' 1 D PROVIDE BACKDRAFT DAMPER IN EACH sir L-1 s _ EXHAUST DUCT PRIOR TO CONNECTION Anacortes WA .� �� ;■ DWla -- TO LOUVER. F - II �� '\i. ; .� DW iii D 4" FLUE UP THROUGH ROOF. �� O -� FN-1 m 1 D ROUTE CONDENSATE TO FLOOR SINK IN • FN-3 i PACKAGE STORAGE ROOM ON E.13._ FN\ 4� � JLI!1F2 _irioL-1-It 11 I 6"0 CORRIDORFC 1 ANACORTES, la tau " . oh. © WASHINGTON ii, FN 1 l I l = I 6 fila • 1a ' I LI' II FN2 �. ,�� r1 �� L2: Irr: 2 \__ `CIA �� ! �`°�yl�%'�i. B"0 I DA NONED: 12H!• /l01Y illill 12/1 ■ A 3 bIUNt 12/13/2019 B UNIT B UNIT 207 0 205 UP , I I _ TOWO ■ IL_5 -i L-2 REV DATE DESCRIPTION fl Hk IJ PROJ. NO. 191974 DRAWN BN CHECKED CG DATE 12/13/19 REFRIGERANT PIPING NOTES: © COFFMAN ENGINEERS INC 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED AND 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS TO SHEET TITLE: ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING COMPLY WITH STRUCTURAL REQUIREMENTS AND WASHINGTON ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. STATE BUILDING CODE REQUIREMENTS FOR OPENING SIZE AND SECOND FLOOR LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE SECOND FLOOR MECHANICAL PLAN 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING WALLS, NON-BEARING WALLS,STRUCTURAL JOISTS,AND BEAMS.SEE MECHANICAL P LAN REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL DRAWINGS FOR DETAILS. A 1/4"=1'-0" PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER A MANUFACTURER INSTALLATION REQUIREMENTS. 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL UNIT NOT 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND SERVED BY THE ASSOCIATED SPLIT SYSTEM. ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHINGTON STATE BUILDING CODE REQUIREMENTS. 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF FLASHING AND SEALING OF REFRIGERANT PIPING PENETRATION OF ROOF SHEET NO: ASSEMBLY. MI . 2 I SHEET 6 OF 28 1 2 3 4 5 . 1 2 3 4 5 I I I I -COFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com B B B r GENERAL NOTES: 3'by 5' 3'by 5' 3'by 5' 3 by 5' D - I L-1 I 1. OUTSIDET AIR AINTAKE1 0OPENINGS SHALL D T © 3'byD7'-8" © 3'byD7'-8" 3'b o'-6^ FROM EXHAUST4AIR OUTSETS LOTH INES, 3 byD -8^ _ © © 3 byD 8 , • 11 © - ;- �- VENTS,STREETS,ALLEYS, PARKING Madrona Real Estate 9 Doz - _ - �� ■ LOTS,AND LOADING DOCKS. ■ ` ■ Investments VIII LLC 2. ENVIRONMENTAL EXHAUST AIR OUTLETS N SHALL BE LOCATED A MIN.OF 3'FROM m OPEN , E OPERABLE OPENINGS AND 10'FROM If OUTSIDE AIR INTAKES. Q. 3. ROUTE CONDENSATE TO INDIRECT -4 ■ I r Y 5/0DRAIN P,RECEPTOR,REFER TO DETAIL m _ UNIT UNIT UNIT 4. FOR ROUND AND RECTANGULAR DUCT w I ' 302 303 r 304 -c SUPPORT, REFER TO DETAILS 1/M1.1. Q < '1/2 M • DO A/N .� ® r; II I C EL 77�-- LL- ® L- D02 OP- ( SHEET NOTES: FIDALGO FLATS .11 1014 18th St. I D PROVIDE BACKDRAFT DAMPER IN EACH 6.0 0 EXHAUST DUCT PRIOR TO CONNECTION Anacortes WA L-1 • DW I DOWN TO LOUVER. I �� I 1- �! FN-1 DW D 4" FLUE UP THROUGH ROOF. I x c� © ��;� - UP - P a D ROUTE CONDENSATE TO FLOOR SINK PACKAGE STORAGE ROOM ON FIRST IN - r� 4 FN2 FN-2 A FLOOR, REFER TO DETAIL3/M2.1. 4'0 L-1 > PROVIDE CLEAR LOCKABLE THERMOSTAT. C C }Y, . . ,, .,... _ ., � N-2 L _ _. \ L (:__ II _/,_. R 6'0 0 C a O CORRIDOR FC-1 $ g ANACORTES, tow WASHINGTON 0 II I _ FN-1 e ^ am C L-4 1 Fs� - WI 1 O L UR TO", l0 ':SMI m • I r ,,,_, FN- 4^0 F 2 DWrill - III7I ........... _ L-2 / Nt 4 % 0 , J..7„, 5\ ® �. r r A B6A I ® \—6"0 ■ I DA SIGNED: 12/18/20111 — ILiFN A t bt : 12/13/2019 fl I B B UNIT 301 o UNIT DOWN o 305 - m UP a U a in r.: o - K_________ v 4°0 •'0 to \.:-- 3' 5' en LL D02 rr r ill - J1 -_-_ ■� II S n • 3'bY�'-8" I L-5 rt I� 3'byr-s" ' - �.... I REV DATE DESCRIPTION D Pill. D 1 L-2 5 -I I I — 3 s"by s 4 3's^by 51 -r PROJ. NO. 191974 _ 3'-6"by 5' 3'-6"by 5' C C - C C DRAWN BN CHECKED CG DATE 12/13/19 REFRIGERANT PIPING NOTES: © COFFMAN ENGINEERS INC. 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED AND 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS TO SHEET TITLE: ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING COMPLY WITH STRUCTURAL REQUIREMENTS AND WASHINGTON ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. STATE BUILDING CODE REQUIREMENTS FOR OPENING SIZE AND THIRD FLOOR LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE /� THIRD FLOOR MECHANICAL PLAN 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING WALLS, NON-BEARING WALLS,STRUCTURAL JOISTS,AND BEAMS.SEE MECHANICAL P LAN REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL DRAWINGS FOR DETAILS. VW 1/4^=1'-0" PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER A A MANUFACTURER INSTALLATION REQUIREMENTS. 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL UNIT NOT 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND SERVED BY THE ASSOCIATED SPLIT SYSTEM. ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHINGTON STATE BUILDING CODE REQUIREMENTS. 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF FLASHING AND SEALING OF REFRIGERANT PIPING PENETRATION OF ROOF SHEET NO: ASSEMBLY. MI . 3 SHEET 7 OF 28 1 2 3 4 5 1 2 I I 3 I 4 5 -COFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com • • I GENERAL NOTES: D — II L-1 I 1. OUTSIDE AIR INTAKE OPENINGS SHALL D © © TION 'ICI © FROM EXHAUST MAIR OUTLETS,IN. 10' OT LINES, Dot D02 © - } - VENTS,STREETS,ALLEYS, PARKING Madrona Real Estate LOTS,AND LOADING DOCKS. ■ 2. ENVIRONMENTAL EXHAUST AIR OUTLETS Investments VIII LLC SHALL BE LOCATED A MIN. OF 3'FROM OPEN =th OPERABLE OPENINGS AND 10'FROM OUTSIDE AIR INTAKES. 3. ROUTE CONDENSATE TO INDIRECT DRAIN RECEPTOR, REFER TO DETAIL ra 5/6.0(TYP). UNIT UNIT 402 403 404 4UNIT SUPPORTN REFER FOR ROUD AND T 0 DETAILS ECTANGULARMD'CT +52.67' ® L JJ :„ ® F ppppppyyyyyy p_� ® r I/ q•0 " I © IIlel SHEET NOTES: FIDALGO FLATS }i ii 1014 18th St. r. PROVIDE BACKDRAFT DAMPER IN EACH L_1 EXHAUST DUCT PRIOR TO CONNECTION Anacortes WA _• OW p TO LOUVER. f4-- II m�\ _� ■ • — G OW u 2D 4" FLUE UP THROUGH ROOF. 640 DOWN e s D ROUTE CONDENSATE TO FLOOR SINK IN FN-2 I UP PACKAGE STORAGE ROOM ON FIRST :i:jC FN-2 FLOOR, REFER TO DETAIL 3/M2.1. #1 I FN-2 �' C s 4� L 1 > PROVIDE CLEAR LOCKABLE COVER FOR I qJ dir r \ THERMOSTAT. © L © f =ate I -*► I 6'H --) C FC-1 re, CORRIDORL ANACORTES, WASHINGTON . i— Irv- �_ I _i FN-1 C amok O • UR I xL '0 'SH 11 .�,..�. I .. , • :(er . t. , _ -.01 vi • • e.1 IFN-2 I �4"0 !momFN_2 !inn / ,,�sA. DW I J a ' I l 4"0 / "...NJ • Me — DOWN— I 7 , , I _----�YYI I ■ A 3 JII9 HI a � r rr \ 12/1 /201 c \ B UNIT B 401 UNIT N o 0 405 - UP -7 O ■ m ti 440 0 h D02 - rt 11 r 4 — D02 L-5 REV DATE DESCRIPTION 4--- _r��F PROJ. NO. 191974 DRAWN BN CHECKED CG DATE 12/13/19 REFRIGERANT PIPING NOTES: © COFFMANENGINEERSINC. 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED AND 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS TO SHEET TITLE: ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING COMPLY WITH STRUCTURAL REQUIREMENTS AND WASHINGTON ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. STATE BUILDING CODE REQUIREMENTS FOR OPENING SIZE AND FOURTH FLOOR LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE FOURTHFLOOR MECHANICAL PLAN 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING WALLS, NON-BEARING WALLS,STRUCTURAL JOISTS,AND BEAMS.SEE MECHANICAL PLAN REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL DRAWINGS FOR DETAILS. A 1l4"-1 o. PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER MANUFACTURER INSTALLATION REQUIREMENTS. 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF A SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL UNIT NOT 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND SERVED BY THE ASSOCIATED SPLIT SYSTEM. ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHINGTON STATE BUILDING CODE REQUIREMENTS. 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF FLASHING AND SEALING OF REFRIGERANT PIPING PENETRATION OF ROOF SHEET NO: ASSEMBLY. M 'L4 SHEET 8 OF 28 1 2 3 4 5 1 2 3 4 5 ACOFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com , - 0GENERAL NOTES: " _ 1. OUTSIDE AIR INTAKE OPENINGS SHALL D E. p ;71 L 1 I © © BE LOCATED A MIN. 10'SEPARATION 5 © I} c n FROM EXHAUST AIR OUTLETS, LOT LINES, 4 ii 4. 4i, ooz 4 © ,I + yh 1�� +� VENTS,STREETS,ALLEYS, PARKING Madrona Real Estate ooz —■ LOTS,AND LOADING DOCKS. Investments VIII LLC - ■ 2. ENVIRONMENTAL EXHAUST AIR OUTLETS SHALL BE LOCATED A MIN.OF 3'FROM OPERABLE OPENINGS AND 10'FROM OPEN OUTSIDE AIR INTAKES. -; 11 3. ROUTE CONDENSATE TO INDIRECT ■ I DRAIN RECEPTOR,REFER TO DETAIL 5/6.0(TYP). I _ UNIT UNIT UNIT 4. FOR ROUND AND RECTANGULAR DUCT 502 503 504 SUPPORT,REFER TO DETAILS 1/M1.1. ® EfE ® L _ DONN �- — ® D� © ��% 4'0 SHEET NOTES: FIDALGO FLATS I . I 1014 18th St. IIE _ - ` D PROVIDE BACKDRAFT EXHAUST DUCT PRIOR DTOMCONNECTION L-1 I' PER IN EACH TO LOUVER.milm Anacortes WA�� i� \ DW ♦� ' g, � FN-1 I D 4" FLUE UP THROUGH ROOF. „ I�� a U i D ROUTE CONDENSATE TO FLOOR SINK IN ■ . DOWN P PACKAGE STORAGE ROOM ON FIRST a 2 • FN-2 - FN-2 I FLOOR, REFER TO DETAIL 3/M2.1. 1101. C •N-2 iii 1/i4.0 i �' L-1 4 PROVIDE CLEAR LOCKABLE COVER FOR C 1 E ��_ .. \N . THERMOSTAT. © _ © II �► �C D PROVIDE DAYTON 45PE74 OR EQUAL WALL 6'0 LOUVER W/BACKDRAFT DAMPER AND 6"DUCT - TO CONNECTION. PROVIDE DELONGHI 5351050600 FC-1 $ WALL FLANGE FOR FUTURE CONDITIONER CONNECTIONPORTABLEAlR ANACORTES, CORRIDOR WASHINGTON 8"I J jai E�EEE� •- . .- C L 1 7 ionimi �\ FN-111 - L 4 1 neer�y, ., -' jai �� ° L To TO- �0 :S r .411 : I) ri. " ,,.44. FN-3 FN-2 40 d� I FN-2 .�\ 4.0 _-.. • y� %'"II f ' ' I l ��_ L-2 �r • ��4DW ` I I �' °N"42%"�t..• u•r:i a DOWN I - Cam) T .. ,- ,_6'0 I DCE SIGNED: 12/13/401Y A t JRaNt : ■ 12/13/2019 r rr K__. tE © — B B UNIT UNIT 501 (, 0 505 - DOWN F c< _ 4"0� no _�:- -:� �I' ° I � y ` ., " ' " L-5 REV DATE DESCRIPTION rill" PII. �i L2 O fir, Ili, PROJ. NO. 191974 �. B _._— v DRAWN BN CHECKED CG DATE 12/13/19 • REFRIGERANT PIPING NOTES: © COFFMAN ENGINEERS INC. 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED AND 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS TO SHEET TITLE: ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING COMPLY WITH STRUCTURAL REQUIREMENTS AND WASHINGTON ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. STATE BUILDING CODE REQUIREMENTS FOR OPENING SIZE AND FIFTH FLOOR LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE FIFTH FLOOR MECHANICAL PLAN 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING WALLS, NON-BEARING WALLS,STRUCTURAL JOISTS,AND BEAMS.SEE MECHANICAL PLAN REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL DRAWINGS FOR DETAILS. A 1/4"=11-0" PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER A MANUFACTURER INSTALLATION REQUIREMENTS. 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL UNIT NOT 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND SERVED BY THE ASSOCIATED SPLIT SYSTEM. ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHINGTON STATE BUILDING CODE REQUIREMENTS. 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF FLASHING AND SEALING OF REFRIGERANT PIPING PENETRATION OF ROOF SHEET NO: ASSEMBLY. MI . 5 SHEET 9 OF 28 I I 3 4 5 1 2 1 2 I I 3 I 4 1 5 ACOFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com D D SHEET NOTE: Madrona Real Estate .\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Investments VIII LLC a\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ -: I D FLUE STACK, REFER TO DETAIL 4/M2.2 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ D STAIRWAY PRESSURIZATION IS TO COMPLY WITH !).! \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\•s: IBC 2015 CODE SECTION 909.11 ANDIFC 2015 \ \\\\\\ \\ \""\""""""""""";`\\ \\\\\\\\\\\ CODE SECTION 909.20. FAN IS TO ACTUATE FROM i:::: \::::\N\\\\\\\‘\\N‘\\\\\\\\\NNAVV"\\\\\\\\\NA\\\\NV"\le*: . • \\ .\\\\\\\\\\\\\ f„NNN \\ \\\ SMOKE DETECTORS LOCATED OUTSIDE AND \\ \\\\\\\\\\ a;:\\ \\\\\ \ ADJACENT TO THE STAIRWELL,OR BY LOSS OF \ \\\\ POWER.WHEN ACTUATED BY SMOKE .\\\\\\\\\\\\, .\\\\\\\\\\\\\ : ---t \\\\\\\\\\\, 0 \::; DETECTORS,EACH STAIRWAY PRESSURIZATION 28x2B SSG ,.\\\\\\\\\\\\, \\\\\\\\\\<• \`\\\\\\\\\` \\\\:': SYSTEM IS TO FUNCTION INDEPENDENTLY OF 700 \ \\\\\\\\\\, I F -5 I \\\\\\\\\\\\: \\\\\\\\ \\""\\\\\\\ THE OTHER.ALL ASSOCIATED CONTROL WIRING s.\\\\\ \\\\\\\ """"""` AND POWER WIRING IS TO BE PROTECTED BY .\\\\\\\ \\\\, .\\\\\\\\\\\\\ y DOWN .\\NNNNNN \\\, \ ,- 2-HOUR FIRE BARRIERS. PROVIDE WEATHER •.\\\\\\\\\ \\\ PROOF FAN ENCLOSURE. :l\\\\\\\\\ \. \\\\\\\\\\\\ :.\\\\\\\\\\\\, FIDALGO FLATS \\\\\\\\\\\\, \ 3 ROUTE CONDENSATE TO FLOOR SINK IN \\\\\\\\\\\\, '• PACKAGE STORAGE ROOM ON FIRST •\\\\\\\\\\\\ \., FLOOR, REFER TO DETAIL 3/M2.1. 1014 1 Hth St. \\\\\\\\\\\\ \\\\\\\\\ ;, D ° 41 ::; 4 \\\\\\\\\\\\ Anacortes WA O 4 D O 4 \\\\\\\\\\\\ r\\\\\ :.\\\\\\\\\\\\, %\\\\\\\\\\\\, 11:11:51i:\\\\\\\\\\\\IIN; \\\\\\\\\\\\i•\\\\\\\\\\\\, \\\\\\\\ DOWN .:\\\\\\\\\\\\, \\\\\\\\\\\\C :\\\\\\\\\\\\\ \\\\\\\\\\\ C FG1 t.:\\\ \\\\: \\\ cr ELEVATOR \\\\\\\\\\\\\ \\\\\\\\\\\\ ANACORTES, ACCESSORY •\"\`\\""\` g / .\\\\\\\\\\\\\\ •\\\\\\\\\\\\\ WASHINGTON !!!!!!!!! I K\,,,,,_____ f ITF!), -; r. i ,N .---2 , \ TO. R \\ _ • • Ar- D 4-0 Q 8x28SS ...„„.��. dirre:44.4 4 —� 700 ° .\\\\\\\\\\\\\ .............. • 4 T • FN-5 p I 9),,° 4 \\\\ .\\\\\\\\\\\\\ r .\\\\\\\\\\\\\ 4`,. . .- r A D0�1N :\\\\\\\ °�`� .\\\\\\\\\\\\\ DA SIGNED: 12/13/2010 L CU-2 I D 4 .\\\\\\\\\\\\\ H t JIUINt .\\\\\\\\\\\\\ 12/13/2019 MR 1 L. , Q .\\\\\\\\\\\\\ DCCSNN \ ,\,..\\..\\\\..\\N .\\\,.\\\\\\,...\ 4\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\,\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\ K---___ .. \\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ REV DATE DESCRIPTION PROJ. NO. 191974 DRAWN BN CHECKED CG DATE 12/13/19 REFRIGERANT PIPING NOTES: © COFFMAN ENGINEERS INC. 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED AND 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS TO SHEET TITLE: ROUTED IN WALLS, FLOOR/CEILING,AND ROOF/CEILING COMPLY WITH STRUCTURAL REQUIREMENTS AND WASHINGTON ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. STATE BUILDING CODE REQUIREMENTS FOR OPENING SIZE AND ROOF LOCATION BASED ON SIZE OF MEMBER PENETRATED.NOTE THERE ROOF MECHANICAL PLAN 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PER ARE DIFFERENT OPENING REQUIREMENTS FOR BEARING WALLS, SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION NON-BEARING WALLS,STRUCTURAL JOISTS,AND BEAMS.SEE MECHANICAL REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL DRAWINGS FOR DETAILS. A 1/4"-1-0" PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER MANUFACTURER INSTALLATION REQUIREMENTS. 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF A PLAN SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON STATE MECHANICAL CODE REQUIREMENTS. 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL UNIT NOT 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND SERVED BY THE ASSOCIATED SPLIT SYSTEM. ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHING STATE BUILDING CODE REQUIREMENTS. 8. CONTRACTOR RESPONSIBLE FOR FINAL DETAILING OF FLASHING AND SEALING OF REFRIGERANT PIPING PENETRATION OF ROOF SHEET NO: ASSEMBLY. M 1 • 6 I 1 SHEET 10 OF 28 1 2 3 4 5 1 2 3 4 5 I I I -COFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com FROM AIR VENT& FILL PORT STRAP HANGERS TO BE HANDLING UNIT OR CONSTRUCTED FROM SAME AIR CONDITIONER GAUGE GALV. STEEL AS DRAIN PAN 2"MINIMUM STRAP HANGERS TO BE DUCT-TYP. CONNECTION II CONSTRUCTED FROM SAME �D ' GAUGE GALV. STEEL AS GAL. D � DUCT-TYP. NUT& BOLT STRAP HANGER TO BE t Madrona Real Estate FASTENED TO DUCT SEE NOTE 3 WITH SHEET METAL 2"WIDE DUCT SCREWS 30" BAND CONST. FROM Investments VIII LLC CENTER-CENTER MAX ->< SAME GAUGE STEEL at 1 munir INSULATION(TYPICAL)-Nil' AS DUCT I`e 2„ Ifl SEE NOTE 4 RECTANGULAR DUCT UP TO 20" ROUND DUCT UP TO 40" SIO GALVANIIZED ANGLE IRON FASTENED TO DUCT WITH THREADED HANGER RODS 1/2" DIA. SHEET METAL SCREWS© 7"CENTER-CENTER MAX. NOT NOTES: LESS THAN 2 SCREWS SA EACH SIDE 1-1/4 X 1-1/4 X 1/4 UP 1. DRAIN LINE SHALL BE INSULATED. TO 34" DUCT DIM. 2 X 2 X 1/4 UP TO 55". 2. DRAIN LINE SIZE SHALL BE EQUIPMENT MANUFACTURER'S �I MINIMUM DRAIN PAN CONNECTION SIZE BUT NOT LESS �ii FIDALGO FLATS THAN 1" DIAMETER. ANGLE BRACE REQUIRED 3. TRAP DEPTH DIMENSION"A"SHALL BE THE MAXIMUM ON DUCT DIM. OVER 1014 18th St. POSSIBLE NEGATIVE PRESSURE IN THE UNIT AT THE GALVANIZED ANGLE IRON 11.7.11.7J1 20" } DRAIN OUTLET(IN INCHES W.G.) PLUS ONE INCH. IF 1 X 1 X 1/4 UP TO 24" DUCT DIM. Anacortes WA THE PRESSURE IS POSITIVE, "A"SHALL BE ONE INCH. 1-1/2 X 1-1/2 X 1-/4 24"TO 34" DUCT DUCT DIM. 2 X 2 X 1/2 34"TO 55" DUCT DIM. I USE MOLLY SCREWS IN 4. TRAP DEPTH DIMENSION"B"SHALL BE HALF OF"A" BLOCK WALLS&SHEET ROCK PLUS ONE INCH IF OUTLET IS UNDER NEGATIVE SCREWS IN STUD WALLS PRESSURE. IF THE PRESSURE IS POSITIVE, "B"SHALL RECTANGULAR DUCT UP TO 55" PROVIDE ADEQUATE BE THE MAXIMUM POSSIBLE PRESSURE(IN INCHES W.G.) BLOCKING-TYP. PLUS TWO INCHES. VERTICAL DUCT C C �A�' ��+ //�� C ODE SATE PRA T IN FAN CgCOIL TRAPDI TA*L DUCT SUPPORTsaETTAtt& SCALE 1 ` ® 1ac4144T51 \ ANACORTES, WASHINGTON IF120°F HOT WATER 2-1/2" S TEMPERATURE CONTROL VALVE A ATMOS .r ATMOS SET DTO 120°F „0 2-1/2" -la ■ c WALL 1-1/2"GAS SUPPLY 140°F HOT WATER 3/4" � 1-1/2" 1-1/2" �,_ TO TIME CLOCK 1-i/4"HWC HARD TUBING FROM : m r_Ai�.F�� • 3/4" '- LAVATORY VT-1� CONDENSATE DRAIN ~ OR SINK 3/4" / CP-1 +N �� s FLUE,4"0 1-1/2" 2-1/2" I SN 3•t'J � �� I 314"GAS SUPPLY • 4 LA ,� 14/1s7l01Y II 0 1-1/4" 3/4" Y I I 12/13/2019 ADJACENT SINK 1 DIELECTRIC TRAP ASSEMBLY WATERWAY(TYP) I "_TIE-IN TO 2"SINK INSULATING AIR INTAKE AIR INTAKE VENT RISER I 1-1 / PRESSURE RELIEF VALVE I ( N B B 3 HEAT H PROVIDE 1 SEISMIC STRAP IN TH •E TRAP UPPER 1/3 AND 1 IN THE LOWER 1/3 TEMPERATURE � AIR GAP FITTING FITTINGS Dli OF THE VERTICAL DIMENSION. I F-0 L INDICATOR(TYP) COUPLING GAS COCK `� FULL SIZE DRAIN DIRT LEG TO FLOOR DRAIN SET TO SET TO o p� 1 1/4"TAILPIECE VENT CONDENSATE 140°F Q SHUTOFF VALVE(TYPICAL) 140°F NEUTRALIZING TUBE CHROME PLATED "JM SERIES" — au 74. HOSE END ESCUTCHEON DRAIN OR 1 1/4"'P'TRAP HOSE BIBB EXPANSION TANK TIE-IN TO 2"SINK PVC PIPE TO r W/CAP WASTE RISER DRAIN (TYP)i—� l (� ,r `l AIR GAP REV DATE DESCRIPTION YFLOOR DRAIN Y PROJ. NO. 191974 6"MINIMUM HOUSEKEEPING NOTE: INSTALL ALL SENSORS AND DEVICES FURNISHED BY MANUFACTURE. DRAWN BN PAD CHECKED CG n GAS WATER HEATED \tPII+ R al" �TDArl 13- INDIRECT DRAT TDETEASL DATE 12/13/19 ® SGALttII 1 \ ® i SGAJE:tUETRJL1 © COFFMAN ENGINEERS INC. 3 SHEET TITLE: MECHANICAL DETAILS A A SHEET NO: M2 • 1 I SHEET 27 OF 28 1 2 3 4 5 1 2 3 4 5 I I I I ACOFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 ♦1n0� 1/2"TRAP PRIMER www.coffman.com SUPPLY P I a. , D DOMESTIC COLD WATER BRANCH D Iii LINE SERVING FLUSH VALVE FIXTURE Madrona Real Estate COUNTERSUNK 1VALVE(N.O.)L FF Investments VIII LLC SCREW ADJ.TOP AND CLEANOUT COVER FRAME WI GASKET FINISHED FLOOR/GRADE PRECISION PLUMBING �PRODUCTS(PPP)MODEL ANCHOR FLANGE PR-500 NON-SUDSING SUDSING SUDSING NON-SUDSING rr DISTRIBUTION UNIT(AS REQ'D)(2 I -4 DRAIN TRAPS) STACK STACK STACK STACK am m STACK STACK STACK STACK imi im,� SLEEVE THRU FLOOR DRAIN DRAINAGE DRAINAGE SLAB CONNECTION \ CONNECTION FIDALGO FLATS IMM1 FLOOR 1014 18th St. 8 FT ANY DISTANCE 2 FT MIN. 8 FT �� Anacortes WA / MIN. / == FLOW , WASTE DRAIN WASTE DRAIN lioNMENN MIMI LONG SWEEP BEND itia SEE PLANS FOR SIZES C C E-e SUDS RELIEFS IDIETDA . I4DRAIN CLEANGUTLED€T TRAP SEAL PRIMER- PHI-a- ANACORTES, y ISLALc:INIb 2.2- s :IIIsI ®/ JW1Lt:14151 WASHINGTON 3 WEATHER CAP III ATTACH TO FLUE WITH / ,i, ■ Mil= ■ �/ SHEET METAL SCREWS / FIAN r .,..„ _ ��`u t,1i FLASHING SIZE �� 1 FLUE SIZE+7-3/4' I DATE SIGNED: 12 18/201Y A t JIUIVt 12/13/2019 /CURB&FLASHING `CC„ B ROOF,SEEV ARCHITECTURAL jr ,I pri B DRAWINGS CI al111 / ; CURB 7 r DUCT DISCHARGES MOTORIZED DAMPER, INTO TOP OF CLASS 1,DIV. 1 ENCLOSURE , INTERLOCKED WITH FAN OPERATION A NOTES: NOTES: CURB SIZE 1. PROVIDE STANDBY POWER IN ACCORDANCE WITH 2015 IBC SECTION 2702. FLUE SIZE+3" z 1. WEATHER CAP SHOULD EXTEND 3'-0" REV DATE DESCRIPTION 2. PROVIDE SMOKEPROOF ENCLOSURE PER 2015 IFC SECTION 909.20. m I I I I MIN.ABOVE THE POINT WHERE THE to CURBSIZE CAP PASSES THROUGH THE ROOF 3. PRESSURIZATION FAN IS TO ACTUATE FROM SMOKE DETECTORS LOCATED iLiFLUE SIZE+6-1/4'li _ AND AT LEAST 3'-0"HIGHER THAN ANY PROJ. NO. 191974 OUTSIDE,ADJACENT TO THE SMOKEPROOF ENCLOSURE,OR BY LOSS LOSS PORTION OF THE BUILDING WITHIN OF POWER. WHEN ACTUATED BY SMOKE DETECTORS,EACH 10'-0". DRAWN BN PRESSURIZATION SYSTEM IS TO FUNCTION INDEPENDENTLY OF THE OTHER. ' 2. LOCATE FLUE 10'-0"MIN.FROM OUSIDE CHECKED CG 4. ALL ASSOCIATED CONTROL WIRING AND POWER WIRING IS TO BE FLUE AIR INTAKE. PROTECTED BY 2-HOUR FIRE BARRIERS. 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DOMESTIC HOT AND COLD WATER lk BRANCH LINES ARE 1/2" UNLESS NOTED - OTHERWISE. 1------)L7 11 u rr_ 1Wl-- •1 "Cw SHEET NOTES: FIDALGO FLATS _ 1014 18th St. D 0 L {� • �� D 10)02 ACCESS PANEL AND WATER METERS.FOR PEX MANIFOLD Anacortes WA , 7 -r i� i1-a�� 3/4'HW ..........:.__________:„:„. ..... c ... 3/4'CW 3/4' W 3J4'FIVP i • 1 DW > 2-1/2"CW DOWN TO BASEMENT AND '- , , — 1-1/4"CW UP TO SECOND FLOOR. 31q•HW I — _____ P 2-1/2"HW UP FROM BASEMENT AND 2PSIGASMETER 1-1/4"HW UP TO SECOND FLOOR. 3/4'HWC -- "��- I 2-1YYCW • i4�.; - ` O / _ — > 1-1/4"HWC DOWN TO BASEMENT AND 3/4" C in F l p �4� itw ° d;_� �, �b • el It DOWN FROM SECOND FLOOR. C 1'CW o .. . / I-1l 'HWC - —_El \ ' D 1-1/2"CW RISER. 17 ' _ - - - • ► - --------- D 1-1/4"CW RISER. ---- ---------- ------- ------- 2'NG _- -_ 1'HWC 1"HW 10 1-1M'HWC1-1/2'NG� rteAO i 1"CIN D 1-1/2"HW RISER. 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SHEET TITLE: FIRST FLOOR /� FIRST FLOOR WATER PLUMBING PLAN WATER PLUMBING A \ 1/4"=1'-0" A PLAN SHEET NO: P1 . 2 I 1 I SHEET 14 OF 28 1 2 3 4 5 1 2 3 4 5 I I -COFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 WWW.coff man.com D D ❑° k , . � -1 - . ^T r _ �i` ... 0 SHEET NOTES: Madrona Real Estate -6-----N\\-- I. 2'W UP TO LAVATORY Investments VIII LLC D 3'W UP TO BATHTUB. UNIT UNIT 102 T 103 1 I D 4"W UP TO WATER CLOSETi A '' l• . D 3"W UP TO CLOTHES WASHER STANDPIPE. 1 I D 2"W UP TO DISHWASHER1 r 3"W RISER _17\ D 4'W RISER. �� FIDALGO FLATS 1014 18th St. l� 9° � Anacortes WA O ‘11 ° �•m l DW 3IDcJ DW - - • A rI • - am DW C ,4451--; • r O • ° O � I P _____j______,) (---- _ 0:. AI C -------)C O� , F Os I xO F C�,� W/D V. l r C 1 r F �� a c ANACORTES, :-1-. )KNN---- -41 -41 _ - WASHINGTON 1. P II f • �c • _ c 42. j • All ira3.) K_____ C OR ELEVATOR, D © CM') - GURNEY 1 O• <I (TYP.) 3,500 LBS •`I e O • i_4 • . 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SHEET TITLE: /� SECOND FL_ OOR WATER PLUMBING PLAN SECOND FLOOR WATER PLUMBING \_ 1l4"=1'-0" A A PLAN SHEET NO: P1 . 4 SHEET 16 OF 28 1 2 3 4 5 1 2 3 4 5 I I I -COFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com 1 e 3 D 1 - D C D02 4 tir + _ ti y y _ SHEET NOTES: Madrona Real Estate ■ ■ - - ■ Investments VIII LLC D 2"W UP TO LAVATORY. D 3"W UP TO BATHTUB. r > 4"W UP TO WATER CLOSET. D 3"W UP TO CLOTHES WASHER DO N STANDPIPE. UNIT UNIT UNIT > 2"W UP TO DISHWASHER. 202 203 204 > 3"W RISER. —:.- I 31---- _ [1:r 1 =1 — LE 7--- Plc)_ Li �� •, _ FIDALGO FLATS _ DOWN -- \ 1014 18th St. 2 HR.VENT St -- •— �R Anacortes WA W — I �_ 03 K I- Fii c1• =—A a Dw • D _L .411 u D I I P S § ) I ( - I _ ^ C r o--)� 0 2 F 'U' g O W/D c _ F 0,0 L \<3 CORRIDOR %s I ANACORTES, l_ i C r‘ (lYP) 1 6 - WASHINGTON 3 (TYP.) n n ® xo� L ©(TYR) - ® ) --T-- TD F U O x - - (TYPa (1) %o. 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NO. 191974 3-8"by 5' 31-5"by 5' 3-5'by 5' 31-5"by 5' C C C C DRAWN BN CHECKED CG DATE 12/13/19 © COFFMAN ENGINEERS INC. SHEET TITLE: THIRD FLOOR THIRD FLOOR WASTE & VENT PLUMBING PLAN WASTE & VENT 1/4"=1'-0" A A PLUMBING PLAN SHEET NO: P1 . 7 I I SHEET 19 OF 28 1 2 3 4 5 1 2 3 4 5 I I I I -COFFMAN ENGINEERS 1997 Park Lane ' Burlington, WA 98233 ph 360.707.5656 www.coffman.com c__ - ---_ .,. d_ D D v o02 4 cl I) "SEM. ., - ,y - --,b �-1 IMadrona state n Rea ve VIII LLC ■ OPEN 1 ■ I GENERAL NOTE: I UNIT UNIT UNIT 1. DOMESTIC HOT AND COLD WATER 402 403 404 BRANCH LINES ARE 1/2" UNLESS NOTED OTHERWISE. +52.67' Mini (3 ) N 1'HW �z SHEET NOTES: FIDALGO FLATS r - == � � I __ D 10x22 ACCESS PANEL FOR PEX MANIFOLD -- �- ,._ l `�,/ �4� - ANDWATER METERS. AIIaCOtles WA I' 1 _� ® au,lilc. 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SHEET TITLE: FIFTH FLOOR FIFTH FLOOR WATER PLUMBING PLAN WATER PLUMBING A 1/4"=1'-0" A PLAN SHEET NO: P1 . 10 SHEET 22 OF 28 1 2 3 4 5 1 2 3 4 I 5 I COFFMAN ENGINEERS 1997 Park Lane Burlington, WA 98233 ph 360.707.5656 www.coffman.com _ D D �° ® tip mr �+ � SHEET NOTES: Madrona Real Estate r III I■� ., '�� ■ Investments VIII LLC > 2"W UP TO LAVATORY. OPEN — > 3"W UP TO BATHTUB. > 4"W UP TO WATER CLOSET. > 3"W UP TO CLOTHES WASHER ■ i I STANDPIPE. _ UNITUNIT UNIT > 2"W UP TO DISHWASHER. 503 504 > 3"W RISER. "� ,■ I, ks MI MI ® J U ellL I \ 4, VTR DOWN ell to. FIDALGO FLATS 1014 18th St. • Anacortes WA id - I �2v • t ...v.. WIIMI II, II ��-- rer • • , '.� LIL I I $ DahN I I I I 3"V _>)P 61 OI I�0 I I WI C 7 C �� ----1 x I F I_I h W/D - J 1 l 3�' ! Its__ _ I�I nil F o 3'V 7 D 3"V I • I 1 3`V \-<3 J� ANACORTES, x 3.V (CORRIDOR 3"VJ 3w i $ 1 $ WASHINGTON ' �P') © (TYP.) El 1 rt 2 � _ • i QM), F IMI _NE I- ( YP.) CM ■ Giip�J � v ' IJ © I • J 11f =P . I _ I Ou0 / I, 2"V(TYP.) 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NO. 191974 DRAWN BN CHECKED CG DATE 12/13/19 © COFFMAN ENGINEERS INC. SHEET TITLE: ROOF PLUMBING ROOF PLUMBING PLAN PLAN A 1/4"=1'-0" A SHEET NO: P1 . 12 SHEET 24 OF 28 1 2 3 4 5 1 2 3 4 5 COFFMAN ' ENGINEERS 1997 Park Lane Burlington, WA 98233 ROOF 5 ph 360.707.5656 5 www.coffman.com 0.5 GPM 0.5 GPM 0.5 GPM 0.5 GPM —0.5 GPM D D UNIT 102 W W M M L UNIT 203I UNIT 201 UNIT 205 UNIT 204 H VVM CW WSFU'S: 5.2 CW WSFU'S: 5.2 CW WSFU'S: 8.4 CW WSFU'S: 8.4 CW WSFU'S: 5.2 Madrona Real Estate _ HW WSFU'S: 4.9 HW WSFU'S: 4.9 HW WSFU'S: 6.4 HW WSFU'S: 6.4 H HW WSFU'S: 4.9 (9 BATH: P1, P2, P3 WM WM BATH: P1, P2, P3 0 0 1ST BATH: P1, P2, P3, WM H 0 1ST BATH: P1, P2, P3, WM 0 BATH: P1, P2, P3 WM Investments VI I I LLC a L KITCHEN: P2, P6 KITCHEN: P2, P6ko KITCHEN: P2, P6 KITCHEN: P2, P6 KITCHEN: P2, P6 LAUNDRY: P5 LAUNDRY: P5 0 2ND BATH: P1, P2, P3 0 2ND BATH: P1, P2, P3 o LAUNDRY: P5 0 v v LAUNDRY: P5 LAUNDRY: P5 _ — = 2 =V N N N N LEVEL 5 S 5 5 5 5 5 5 coV V 7 V 7 N p> 0.5 GPM = v 0.5 GPM 0.5 GPM = P 0.5 GPM = P 0.5 GPM v = Ai r FIDALGO FLATS r I CW WSFU'S: 5.2 UNIT 102 H WM WM CW WSFU'S: 5.2 CW WSFU'S: 8.4 UNIT 203 —i — UNIT 201 WM CW WSFU'S: 8.4 UNIT 205 H WM — UNIT 204 WM CW WSFU'S: 5.2 1014 18th St. HW WSFU'S: 4.9 HW WSFU'S: 4.9 HW WSFU'S: 6.4 HW WSFU'S: 6.4 HW WSFU'S: 4.9 —II 1I— l— HH HWM P2, P3 Anacortes WA a BATH: P1, P2, P3 WM J I BATH: P1, P2, P3 a a 1ST BATH: P1, P2, P3, a 1ST BATH: P1, P2, P3, a_ KITCHEN:1 P2, P6 0 KITCHEN: P2, P6 KITCHEN: P2, P6 (9 0 KITCHEN: P2, P6 0 KITCHEN: P2, P6 LAUNDRY: P5 LAUNDRY: P5 - = 2ND BATH: P1, P2, P3 =- 2ND BATH: P1, P2, P3 -- LAUNDRY: P5 0 v v LAUNDRY: PS LAUNDRY: PS v V N N N LEVEL4 S S LL LL LL LL C 1 N 6 V N tD r ai 0.5 GPM v 0.5 GPM 0.5 GPM =a �� 0.S GPM v v? P r 0.5 GPM 3 3 I 1 I UNIT 201 ` UNIT 205 UNIT 204 WM ANACORTES, __in-- UNIT SF — WM I— —I WM H CW WSFU'S: 5.2 CW WSFU'S: 8.4 H WM H CW WSFU'S: 8.4 H WM HW WSFU'S: 4.2 I HW WSFU'S: 4.9 WASHINGTON HW WSFU'S: 4.9 HW WSFU'S: 4.9 HW WSFU'S: 6.4 HW WSFU'S: 6.4 HW WSFU'S: 4.9 a BATH: P1, P2, P3 WM I WM -� BATH: P1, P2, P3 0 0 1ST BATH: P1, P2, P3, H WM H 0 1ST BATH: P1, P2, P3, H WM H cal BATH: P1, P2, P3 WM c7 u? KITCHEN: P2, P6 KITCHEN: P2, P6 �? v? KITCHEN: P2, P6 u KITCHEN: P2, P6 Lt? KITCHEN: P2, P6 LAUNDRY: P5 LAUNDRY: P5 =- C 2ND BATH: P1, P2, P3 2ND BATH: P1, P2, P3 LAUNDRY: PS LAUNDRY: P5 = LAUNDRY: P5 _ _ - N N N N N N LEVEL3 S ' jI. � . • cc r ,t„, N N 0b 1. ?.IS .(.-) c-3 (.) (-,) (-) (/ (.) (--) . , FI4 N m N m LL] La lf / 3 3 3 3 x U O.5 GPM 3 3 `'aN�d•'r o f lel 0.5 GPM y 0.5 GPM 0.5 GPM - 0.S GPM N N ;4-N N (V �� ak na/solo / 1 I' UNIT 205 H WM UNIT 204 J WM �H t bl(aIV L.):oA SIGNED: lz: r-i UNIT 102 H WM H WM H UNIT 203 _ UNIT 201 H WMCW WSFU'S: 5.2 I CW WSFU'S: 5.2 CW WSFU'S: 8.4 CW WSFU'S: 8.4 CW WSFU'S: 5.2 12/13/2019 HW WSFU'S: 4.9 HW WSFU'S: 4.9 HW WSFU'S: 6.4 HW WSFU'S: 6.4 HW WSFU'S: 4.9 VVM a_ BATH: P1, P2, P3 H WM 5 WM H BATH: P1, P2, P3 a a 1ST BATH: P1, P2, P3, H WM I-- ? 5 a 1ST BATH: P1, P2, P3, H VVM I ? 5 a BATH: P1, P2, P3 H 5 j 0 KITCHEN: P2, P6 LL u_ KITCHEN: P2, P6 0 0 KITCHEN: P2, P6 u_ u. 0 KITCHEN: P2, P6 u_ u_ 0 KITCHEN: P2, P6 u_ U- LAUNDRY: P5 () cNvi 2ND BATH: P1, P2, P3 N c LAUNDRY: P5 () m B LAUNDRY: PS 2ND BATH: P1, P2, P3 B N LAUNDRY: PS p p LAUNDRY: PS o p 2 M co = 2 _ C 7 M I p M co 3 U c� 3 U c) 3I U N N N N U - N N N N N - r r r r r r r LEVEL 2 S S 2"HW(61.6 WSFU) 2"HW(115.6 WSFU) 1-1/2"HW(49.1 WSFU) - 1-1/4"HWC (10 GPM) 1-1/4"HWC (12.5 GPM) ' 1-1/4"HWC (7.5 GPM) . - 3/4"HWC (2.5 GPM) 2-1/2"CW(208 WSFU) 2-1/2"CW(166 WSFU) 2-1/2"CW(246.8 WSFU) - 3"CW(293.6 WSFU) 5— 0.5 GPM 0.5 GPM —. 0.5 GPM 0.5 GPM 0.5 GPM REV DATE DESCRIPTION Ai UNIT 102 WMH lil WM L UNIT 101 UNIT 103 WMI UNIT 105 WM UNIT 104 WM PROJ. NO. 191974 CW WSFU'S: 5.2 I CW WSFU'S: S.2 CW WSFU'S: 5.2 1 CW WSFU'S: 8.4 CW WSFU'S: 5.2 HW WSFU'S: 4.9 HW WSFU'S: 4.9 NW WSFU'S: 4.9 HW WSFU'S: 6.4 HW WSFU'S: 4.9 WM c) e5 = DRAWN BN BATH: P1, P2, P3 WM WM BATH: P1, P2, P3 BATH: P1, P2, P3 WMI 1ST BATH: P1, P2, P3, H WM BATH: P1, P2, P3 Ca v N v CHECKED Co KITCHEN: P2, P6 KITCHEN: P2, P6 KITCHEN: P2, P6 KITCHEN: P2, P6 KITCHEN: P2, P6 LAUNDRY: P5 LAUNDRY: P5 LAUNDRY: P5 2ND BATH: P1, P2, P3 LAUNDRY: PS LAUNDRY: P5 = i DATE 12/13/19 — V V N N .L N © COFFMAN ENGINEERS INC. LEVEL I S S SHEET TITLE: DOMESTIC WATER LEGEND RISER DIAGRAM P1 WATER CLOSET A A P2 LAVATORY P3 TUB/SHOWER CENTRAL DOMESTIC HOT WATER SYSTEM, P4 KITCHEN SINK REFER TO DETAIL 4/M2.1 AND SHEET P1.0 P5 WASHING MACHINE P6 DISHWASHING MACHINE WM WATER METER SHEET NO: BASEMENT 5 S P2 . 1 1 , I SHEET 26 OF 28 1 2 3 4 5 1 2 3 4 5 -COFFMAN ENGINEERS 1997 Park Lane S Burlington, WA 98233 S ROOF S ph 360.707.5656 www.coffman.com UNIT 502 UNIT 503 UNIT 501 UNIT 505 UNIT 504 D D P5 P6 P4 P2 P2 P5 P6 P4 P2 P6 P4 P2 P5 P2 P2 P5 P6 P4 P2 P5 P6 P4 Madrona Real Estate ln Lin LTh. lr-\ Er lr-\ [TN Lm Hr lr-. Lr. Lir\ Investments VIII LLC s s s s s s s s s s U. U. U. U. U. U. U. U. U. 0 Tr S Tr en P3 P1 P1 P3 en M P1 P3 P1 P3 en P1 P3 P3Nerni *Sort/ \in j L P1 rM en P1 P3 ,'in LEVELS S S t , ,� 5 0 5' 0 0 0 N CO O (0 (D (O UNIT 402 UNIT 403 UNIT 401 UNIT 405 in 3 in Co in UNIT 404 FIDALGO FLATS P5 P6 P4 P2 P2 P5 P6 P4 P2 P6 P4 P2 P5 P2 P2 P5 P6 P4 P2 P5 P6 P4 1014 18th St. Lr\ Hr ter -t, Lr\ Hr lr-\ Lir, lr-\ Lr Lr\ .ram Lr\ Hr Lr-\ L Anacortes WA s s s s s 5' s s s 5' U. U. U. U. U. U. U. U. U. 0 v co v m m a v co a w in in P3 P1 P1 P3 en in P1 P3 en P1 P3 in P1 P3 P3 P1 in in P1 P3 en in LEVEL4 S ' ' I `+ J L ' Jc-J S C C ��// IIJJ' lvV/�IIJJ� JS S U. U. U. U. 0 0 N N N N N N _ r UNIT 302 UNIT 303 UNIT 301 UNIT 305 --- UNIT 304 'en _ in in in en co ANACORTES, P5 P6 P6Hr P4 P2 P2 P5 P6 P 4PL-- 2 , P6 P 4Pli- 2 � P5 P2 P2 P2 P5 P6 P6Hr P4 P2 P5 PLim 5 P6 P4 WASHINGTON V v 1. V ` ` ` V ` ` V ` s o s 0 o u_ LL o u_ 0 U. 0 o 0 0 N 0 N N 0 0 N 0 N n in P3 P1 P1 P3 in en P1 P3 in P1 P3 en P1 P3 P3 P1 in en P1 P3 en 'n LEVEL 3 S L Jv V I , ' I J I ‘ l I S )6 • 14 U. LL �� 4 0 U.0 0 0 0 0 1, 00 ao m co �° 1 �' d� co in En in in in Co Oa. :/Ply, 7, UNIT 202 UNIT 203 UNIT 201 UNIT 205 UNIT 204 luDATE SIGNED: 12/13/2010 H t bRUNt : 12/13/2019 PLiTh 5 P6Hr P4 P2 P2 P5 P6Hr P4 PLr-• 2 P6Hr P4 PI2 ^ P5 Plr- 2 , P2 P5 P6Hr P4 P2 P5 P6Hr P4B .r�. LTh V ` V ` ` f• Ln V ` Ln B 0 U. 0 LL LL LL LL 0 LL 0 O 0 0 0 0 C CO 0 m m 0 C (fl 0 (o CO CO 03 CO CO in in P3 P1 P1 P3 in in P1 P3 in P1 P3 in P1 P3 P3 P1 in in P1 P3 in in LEVEL2 LS O 5 0 0 0 0 S v v ✓ N N N UNIT 102 et UNIT 103 UNIT 101 En en UNIT 105 P.„,- - UNIT 104 n En n co DATE DESCRIPTION PROJ. NO. 191974 P5 P6 P4 P2 P2 P5 P6 P4 P6 P4 P2 P5 P2 P2 P5 P6 P4 P2 P5 P6 P4 V ` Hr �� LTh Hr l IDRAWN BN `—IV—` in IV_\ IlJ—` CHECKED CG 0 5' 0 0 0 U. U. U. U. U. DATE 12/13/19 o N O v N O O 0 0 0 © COFFMAN ENGINEERS INC. in in P3 P1 P1 P3 in in in P3 P1 En P1 P3 P3 P1 in in P1 P3 in in LEVEL_ 1 I S ti—\\?—j S SHEET TITLE: / / ' ' 4"W (40 DFU) 4"W (34 FU, / WASTE & VENT 4"WDFU 4"W(87DFU) 4"W(63DFU) RISER DIAGRAM 4"W(207 DFU) 4"W(197 DFU) 4"W(177 DFU) 4'W(117 DFU) (107 ) A P3 P3 S BASEMENT S A / / / / — rks 1—ki 4"W(150 DFU) 4"W(120 DFU) 4"W(80 DFU), FU) 4"W(60 DFU) 4"W(30 DFU) LEGEND 6"W(361 DFU) S 6"W(357 DFU) P1 WATER CLOSET P2 LAVATORY P3 TUB/SHOWER SHEET NO: P4 KITCHEN SINK P WASHING MACHINE P2 . 2 P66 DISHWASHING MACHINE P7 FLOOR DRAIN , 1 1 SHEET 26 OF 28 1 2 3 4 5 Ln n 1 0) t • 0 n r II O T1 rF • • • • • • • • • • • • • • • • • • • • O O• O O• O• O• O• o O• O O• O• O• O• O O O O O O O O b b b b b b o O o -� N N N -' O • • • • • • • • • • • • O• •O O• O O• O• O O• O O• o• O• O• O• O• O O O O O O O O O O O O b O O O 1..) 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O• O O O O O • _,• _,• W• I II is a\ to b a �o • • • • • • • • • • • • •�• —• o• O• O• O• O O O IO •O O• O• O O O O O O O O O O b O O b b b W O O• O• v 11 W "CO V O• O• O• �• O• O• o• • O• O• O• • O• • • O• • • • • O O O o 0 0 O O O 0 0 O O o O O O O NJ Ui O., Ul a idu N • • • • • • • • • • • • • • • • • • • • 0• 0• 0 0• 0• 0• 0 o• O• o• 0• 0• 0• 0 0 0• o• O• o• 0 O O O O o O O O O O O o O W W UJ N O • o• O• o• o• o• o• O• O• O• O• O• O• o• O• O• O• O• 0• O• O O O O O O O O O O O O O O N N • • • • • • • • • • • • • • • • • • • • • O• O• O• O• O• O• O• O• O• O• O O• O• O O• O• O• co• O• O O O O O O O O O O O O O a a a o O PROJECT# 133277 The Lighting Analysis,ezLayout,Energy Analysis and/or Visual Simulation("Lighting Design")provided by Prepared For: Job Name: Scale:as noted RAB Lighting Inc.CRAB") represents an anticipated prediction of lighting system performance based upon design RAS i Hozack Inc. Fidalgo Flats _ --- - -- - - - - - parameters and information supplied by others.These design parameters and information provided by others have not been Held verified t on and therefore actual measured results mayvary from the on p e conditions. 7877 South WA98 32Street Anacortes,WA Date:12/16/2019 CASE# 00272181 RAB recommends that design parameters and other information be field verified to reduce variation. Kent,WA 98032 RAB neither warranties,either implied or stated with regard to actual measured light levels or energy consumption 170 Ludlow Avenue,Northvale,NJ 07647 Te1:8888391579 Lighting Layout levels as compared to those illustrated by the Lighting Design.RABneitherwarranties,eitherimpliedorstated,nor 888722-1000 • rablighting.com Version B Filename:101518thSt Apts Fidalgo Flats layout 00272181B.AGl represents the appropriateness,completeness or suitability of the Lighting Design Intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on drawings created and submitted by RAB.The Lighting design Is issued,In whole or In part,as advisory documents for informational purposes Drawn By: Donald G.Andrews and is not intended for construction nor as being part of a project's construction documentation package. Filename \\rab-storage-1\Lighting DesignUob Files\Hozack INC\North Coast Elecaio\Tacoma 10244311015 18th street Aptsl Irking FilesIAGR1015 lath St Apts Fidalgo Flats layout 00272181B.AGI �, = PD n. _ O O O O -, N A 0) CD (n CO A IV v Q. 0.) NJCA C.) m C) CD rn 0 D I /I( ... rya ...,. .. ........ .:�• . . n 1 +. . I.11D i / � iii � < t I i liii I /// k� Y I t y { • k UMW I i111 ... II i /;r�t~`'�� ' . l 1- En tarn }- - ..m ' .r. .2 Z r' y, - .— l log r ;Q .r r 7 iii ■(;, .� j' lk iii 7 iii ;tiro, `t /L, `�.._ -,- Ill �'O ,•- . `�'L-�R''•. .1 V '? .Y. # IONE e,0 �` iii :yrta .. NMI L • glaidl I 'vsaL ,t IIr Li Dr�; ,:.15!1sr — L �a i iii 4 i -1 - !1 o. C! lo. — _-. 1 , ._i 751 11 . Arm li. L ......a...U..A! . 7 1 t✓ 3 �i n D c) C-� _, fJ A a) O Q f i 0 c.� CDD N f;` f i/ o if itc( 1 / 1� i I t i a,, i;\ .\ 1 6i ' W. f 1 f f i icy l jI . f ,,.+ r t ' K ii It/'j,? +'}t'!i ref 1 „NI( f „01 M,, i � r 'TA. i'v, 1 ii'. Wi ir s/1 t 1 '\�' Till , `Il n, 111 tR ' ,,,!iy t t � 1 I ki t $ll 11 ILKL { k. .If 1,1 , 1 t f I¢it,. 3lb\f ti r a II 1: / yil ' i f 1 1 1- jir " I + ',i? ` //// ; f ' ,(n. rJi , , + , r ili r (+ +{ if 1t� +f + I +ri .ittf '1,,1 , i`� 1,1� : ? t i, /JJf 1 •• ,r �i` Pe 1. I I i its � r, ,,,`tfi l lir {'{tI lA ll. J i l l i,l 1, t1t , ijrT♦ •��'e I __I 1 ,l ,w,, ii�i•I 7tki, I ) Itt,jfji ' \ 1I1 t /' tj.• -- f i t 0 'j1� t 1 p tliti II rli.Vol ff .1 'a I I I lam`•. 'I'h' The Lighting Analysis,eztayout.Energy Analysis and/or Visual Simulation("Lighting Design')provided by Prepared For: Job Name: Scale: as noted PROJECT# 133277 RAB Lighting Inc("RAB') represents an anticipated prediction of lighting system performance based upon design RAB Hozack Inc. Fidalgo Flats - _ parameters and information supplied by others.These design parameters and information provided by others have not been field verified b RAB and therefore actual measured results may vary from the actual field conditions. 7877 South 180Street Anacortes,WA Date:12/16/2019 CASE# 00272181 RAB recommends that design parameters and other Information be field verified toreducevariation. Kent,WA 98032 RAB neither warranties,either implied or stated with regard to actual measured light levels or energy consumption Te1:888-839-1579 Lighting Layout levels its compherwaredto those,eithellustratedbytheLighthregarDesign.RAB toactualmea warranties,either implied or measured light 170 888Ludlow22-1Avenue, rablighting.com Version B Filename:101518th St Apts Fidalgo Flats layout 00272181 B.AGI represents the appropriateness,completeness or suitability of the Lighting Design intent as compliant with any 888 722-1000 • rablighting.com applicable regulatory code requirements with the exception of those specifically stated on drawings created and submitted by RAB.The Lighting design is issued,in whole or in part,as advisory documents for informational purposes Drawn By: Donald G.Andrews and is not intended for construction nor as being part of a projects construction documentation package. Filename:\Vab-storage-1\Lighting Designuob Flies*Iozeck INC\North Coast Elechic\Tacoma 1024431101518th street Apts\Working FlIes\AG111015 18th St Apts Fidelgo Flats layout 00272181BAGI m 0 c T' O O O O — N A O) —a 7' CD0-1W A K.) V 0 N i/ C) NJ d) CO / n / h s� ` II ' ' • D / p 1 C /r ` `' • Mx '64. \, • 1 i} ', • • 1Jy // f ;,?,. 4'; 1 rj �J 9 2 r • � 4 ., (I R'xe ' I, 1 .1,,' `$1 ILt t'I �+ _I,''r`4`"r i in t /? '► 4 ► ► ,A ,'# I' �/ 1/ / �f i t \ ► // , /1 / / `'ail`its` /CAili 1 ick / �f 1 ()w 1r0 rZ� 4 1 e//E/I tp‘i1".' 1 ,1' ;iy F 1 II t� 1 i lit �+ �� l 1'I., ,. r II I I IN _ I � i i 14 1 , r 1r � d/ ��-� I II I -lI I I 11 NNN, • I biiiiii- It) i li i 11:1 11 III` ICJ Prepared For. Job Name:RAScale: PROJECT The LightngAnaysis,eirayout,Energy Analysis and/or Visual Simulation('LightingDesign')pnrvldedby ® RAB Lighting Inc.CRAB" represents an anticipated prediction of lighting system performance based upon design HozaekInc. Fidalgo Flats I parameters and information supplied by others.These design parameters and information provided by others have 7877 South 180 Street Anacortes,WA not been field verified by RAB and therefore actual measured results may vary from the actual field conditions. Date:12/16/2019 CASE# 00272181 RAB recommends that design parameters and other information be field verified to reduce variation. Kent,WA 98032 Tel:888-839-1579 Lighting Layout - RAB neither warranties,either implied or stated with regard to actual measured light levels or energy consumption 170 Ludlow Avenue,Northvale,NJ 07647 g g y levels as compared to those illustrated by the Lighting Design.RAB neither warranties,either implied or stated,nor 888722-1000 • rablighting.com Version B Filename:1015 18th St Apts Fidalgo Flats layout 00272181BAGI represents the appropriateness,completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on drawings created and submitted by RAB.The Lighting design Is issued,in whole or in part,as advisory documents for Informational purposes Drawn Br Donald G.Andrews and is not intended for construction nor as being part of a project's construction documentation package. Filename:\\nab-storage-1\Lighting Design\Job Files\Hozack INC\North Coast Electric\Tacoma 102443\1015 18th street Apts\Working Files\AGI\1015 18th St Apts Fidalgo Flats layout 00272181B.AGI C.) Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type CalcPts_1 Parking Illuminance Fc 2.91 4.4 0.7 4.16 6.29 Readings taken @ 0'-0" AFG 10 10 Horizontal CalcPts_2 Offsite Illuminance Fc 0.15 2.1 0.0 N.A. N.A. Readings taken @ 0'-0" AFG 10 10 Horizontal Ti m 2 g g- c E d T C n 15bC mpV . O 1;... VV yy O00O Tmmm n a > c i w E E q ii m m y vm� 'V C i V W L i' m g f A Luminaire Schedule All quotes/orders generated from this layout must be forwarded to the Local Rep Agency I E I ! .4 < 1 x 2 E .E g -O v R.2' c Symbol Qty Tag Label Arrangement LLF Description BUG Rating 0 A > ' 3 C € >z 2 c d m E L „m 2 tffl 1 A ALED4T50Y - D10 SINGLE 1 .000 ALED4T50Y/D10 (TYPE IV) B1-UO-G2 te• U E E a E m . 0 ih c a m c c m £ a. $ m 3 B ALED3T5OY - D10 SINGLE 1 .000 ALED3T50Y/D10 (TYPE III) B1-UO-G2 ' c 2 °' S ` a _ �omn a m q mUa c—p `o 0 O m d C g OI y L IyaLy E ' L$ c � d ; m d F 1 L 3 m L C E j s a A E m m P L c i _ a m O O T 4n m m T C d W m oat C O .b d £ E 33 E E i 6 d 5.c n _a g s m a a 1 a " m c iCy = w E E l 3 ,- N V W t i N y Expanded Luminaire Location Summary .- LumNo Tag X Y MTG HT Orient Tilt < - a v L a n ni 8 B 187.521 204.108 22.5 270 0r r c « c E o £ r a t L .m+ C O V C g N 0 9 A 258.149 197.507 22.5 180 0 = E taji _ a = E � a_� 3 !in mac 20 B 177.167 152.637 22.5 90 0 21 B 226.098 149.036 22.5 90 0 q Total Quantity: 4 ALED4T50Y - D10 ALED3T50Y - D10 I 73 NNO IL .."' W 0 N CCQ O W 0. v 4 v LL C .0 a 6 0 N rn t C ICI d N in 0 64 o 1/40 a 5. N N as m o W al 2 3 Ts a d 2 a: vi o it 0 Z V fa 4 0 C (7 3 m P. LL C_ �s 5q m N L Y � Q O Im Y T 0 a'CEC LL N t n meel C0 C rn o Co NOTES: o c m a) E *The light loss factor(LLF) is a product of many variables,only lamp lumen depreciation (LLD) " Q J > Pz has been applied to the calculated results unless otherwise noted.The LLD is the result(quotient) - €-, of mean lumens/initial lumens per lamp manufacturers'specifications. m U *Illumination values shown (in footcandles)are the predicted results for planes of calculation L 0 either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation Z U Z is normal to the plane of calculation. *The calculated results of this lighting simulation represent an anticipated prediction of system performance.Actual measured results may vary from the anticipated performance and are subject ,E to means and methods which are beyond the control of RAB Lighting Inc. I *Mounting height determination is job site specific,our lighting simulations assume a mounting . height(insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling ina, J mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. `� 'erg in M o — md, *It is the Owner's responsibility to confirm the suitability of the existing or proposed poles and bases 0 S 3 cc °D g to support the proposed fixtures,based on the weight and EPA of the proposed fixtures and the owner's A ,4 `^ 3 aco 2° m site soil conditions and wind zone.It is recommended that a professional engineer licensed to practice a = N. Y in the state the site is located be engaged to assist in this determination. P S4- 1 1 -20 D 2 *The landscape material shown hereon is conceptual,and is not intended to be an accurate representation of any particular plant,shrub,bush,or tree,as these materials are living objects, PROPOSED POLES TO BE MOUNTED " and subject to constant change. The conceptual objects shown are for illustrative purposes only. S The actual illumination values measured in the field will vary. °' ON 30ii Zom TALL CONCRETE BASE. v= *Photometric model elements such as buildings,rooms,plants,furnishings or any architectural BASE TO BE DESIGNED BY OTHERS• details which impact the dispersion of light must be detailed by the customer documents for inclusion 2 a; . in the RAB lighting design model. RAB is not responsible for any inaccuracies caused by incomplete D information on the part of the customer,and reserves the right to use best judgement when translating Q o customer requests into photometric studies. o52 52 N J n o * RAB Lighting Inc.luminaire and product designs are protected under U.S.and International intellectual col property laws.Patents issued or pending apply.