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Plans (50) s7- /6 •y0 ;/ / %, • LEGEND: TRACT A "''ate Paci tic •�• L__ —ss SANITARY SEWER 558 -,,,....# 478.0/ —SD STORM DRAIN Desi Comn it y �,:, Desitin i.'" V I w WATER LINE 480.8 '•••••• 482 ® • MANHOLE 12564 SW M n Street �, 484 `- I ■ CATCH BASIN Rl 503 941-9484 I� DATE: 12/11/2015 i , — — -- — STREET LIGHT REVISIONS ` 486 I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I I / - EROSION CONTROL 1 486.7 1 :0 • il_ _ /L-1-1 — — — —1 — — 11.60' 1 i.II I SETBACK SUMMARY 1 I TiIi F� 1 FRONT SETBACK: 20' 1 12.60' I 34 / I 3 I SIDE SETBACK: 5' 1 I 8,592 SF i ; I i STREET SIDE SETBACK: 15' R 1 I I REAR SETBACK: 15' t , BUILDING: SBR-DL ; jl FF= 500.7 � I[ i I 32 486.1 1 I BFF=491.7 I I I p I I i1 I I o � 33 � . 1 y I 5.00' E 1 I I b�� I I I I CN 1 GARAGE I I • LOT COVERAGE: -4" • PP'I I —J �•— 's-_" lle� 1 _ a l-� I I 1 15.06 490 PORCHi I L LOT AREA: 8,592 SF • 492 : .....2...-- .0011, I �- POLYGON AT t' 449 -4- 11111111111- ,---7 -i 6 L - BUILDING FOOTPRINT: 1,800 SF BULL N fills 496 PUE i W ;' 498 29.03' COVERED PORCH: 166 SF N PLANT (2) STREET !F1 25.84' '; '• I MOUNTAIN TREE: 2"CAL. `ii 1 I I I _._ — — — i— T9 �— �` — - CANTILEVER LIVING SPACE: 43 SF 3 KATSURA TREE / 'I1 Xy I • M CERCIDIPHYLLUM II@ ` I ia.o — / + .. \ COVERED PATIO: 0 SF JAPONICA }] 52.63' >b AM/ �/ � ' mul �1 / r /NM 497.8 DECK AREA: 225 SF up I ta,' , ♦I \ / i.��r���� LOT 34 0. 1i I ,, `f/ , low h . SIDEWALK }- v`i'i M TOTAL COVERAGE: 2,234 SF PLOT PLAN i (i'6 \ 7 • o111,q•� 441 1, . ,, . o WATER METER—77� 26.0 % ° 493.3— "----- — 1 1 `� M STORM LATERAL WEEP THRU CURB � �� IMPERVIOUS AREA: 2,899 SF o r . ` .� *\- ;,_I. p - SANITARY LATERAL O r v //i , n g- j 69.2,1—\ ' • O'.1 5 'a / ��_ SS E.: ''5.00' PUBLIC PED. AND ' 11.00' PUBLIC PED. AND . �. �� I • \ I > "� `�'498.3 _e �`%�\ SW THAMES COURT 0 BICY. ACCESS ESMT. BICY. ACCESS ESMT. 4 .• 1 ,( �--- --% '/ I r 1X__ __ :,,V)///// Cm/ o F a ora POLYGON NORTHWEST�f� (503) 221 1920 Approve) £�y]]Panning 2S1 WV Date: s � '�J �'�rj PROJECT NO.: 395-031 O) `� TYPE: CONSTRUCTION O ('7 SCALE REVIEWED BY: PRE LOT 34 (/R-4.5 LARGE)) Il i?lS' �YL io 20 POLYGON AT BULL MOUNTAIN �J Z 15110 SW THAMES COURT 1INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM`" - :: quality engineered wood products for todav's builder'- "nwm:i« ,a arca (' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. -fir@ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM-LVL RIGIDRI M- SOUP MACK ALL Company,which retains copyrights to and ownershipof theplans.Use of theseplans byanyother e vows raoM Weave ,,,,,q,,,,"°,rk, ro senRixs secorv. P y. RM,�.an wsru�sounsx e�ocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or �I ""M,.,. ,,IIIc ee,rorn",u. peio RosERURowREsrnronucrs xauwmearoQasrwranucrs -------- eene�xe Ween of e�occs copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include �� `` enLon To POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. ��1011 FPhJoisT V ROSEBURG FOREST PRODUCES ..-1 SIU CONTRACTOR NOTES: DESIGN NOTES: e<".ew.•e, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,;,;"""""��w,5„ ,7*"""""a MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN MEET OR EXG ED TDHEOL VE LOAD - (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-O" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPisLockoNu PANELsruTN BEARING/NAIL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.T.5. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf VD 1 DEAAD LOAD SHEARWALLS 1 2psf D (DOUBLE) 1 1-1/8 RFPI-20 5 1 9.2"O.G. ' — (DOUBLE)1 1-7/8 RFPI-20 5 1 9.2"O.G. SLEEPING AREAS, ilk ® THIS IS Ao be used On Y. 30 sf LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII / SEE SHEATHING NAILING ATTACHMENT NOTEIIIII P ��7 \ This layout is to be used in conjunction with 1 2psf DEAD LOAD START START _________------._ Architectural/Structural plans.Verify all shear wall blocking placement and Connectors ROOF LOADING: FRAMING FRAMING Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE ayout prior to any construction. 1 7psf DEAD LOAD B3 Si R1 B3 - i.. - ..---- IFS— f_ .._. .- , -.. - .. II I � lil I �1 I III 111 • • t '. 1pi 1 pi : II 111 I 51 sp IIII I 11 111 �p' Il .J I �I J� ':R, Si rI 11 'i h i1 1 h J1 41 4h p pi 11 1 Ill I ��' _ �I JIB �I • 111 J1 1 4!1 ..1 .. 1 i I, '• a1 II _, J$, i 11 I 0 -I ...0 0 J ' 11 I' ! �B -� _ -� -I 3 Hi 43 ft i 1 J- -� J3 11 111 .1 ,�'.. I' II i,1,--.. B .. I - -03 410 3 ..3 II .143 ..ii I. II -`-i..'`£ -iJ -� J 3 3 - 9 3 SIG •; �11 ! ! I,'I i) ••ill li 1i1 I ji 11! 11 1 II' 111 it i!; it Il. 11 II P 1!. j II illi1i:1.1 1111 tt X CONFORMS TO DESIGN CONCEPT � :I-1 BII 11 ! I; B2 5 I, it [1 ❑ CONFORMS TO DESIGN CONCEPT WITH II REVISIONS AS SHOWNJB V , T If 11 �� II I �� I! 0 NON-CONFORMING REVISE AND RESUBMIT THIS SHOP EWING RAS BEEN REVISED FOR GENERA CONFORNAKE �I 1 'A':TH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE it 111 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE KIN THE 1 1i1 DESIGNS MOINES AND SPECIFICATIONS ALL OF SIDE HAVE PRIORITY OVEP,KS SSP OPANING, 11 1 BY:MRP Date 10/13/2015 II II liil CT ENGINEERING INC N I11 '' ,L- .--,---50-------4- _ _ _ _ ❑X CONFORMS TO DESIGN CONCEPT I ii J52 !; I Irl J$2 CONFORMSTO DESIGN CONCEPT WITH T.4 0 N I 1' REVISIONS NOTED 11 R1 Si it ❑NON-CONFORMING-REVISE&RESUBMIT THIS SHOP OPAnl rc HAS aeEr. nena FOR MEM.CONFORMANCE I � rvn DESIGN ,OWEPT oz AND NOES RELIEVE Hs -I J3 J0 J -.J2 J J!.2 J J' �� • ,J� ,�2 • LL 3 J Fns Iry o, sonic -Fss or Isl rry FM CONFORM:OF'NON DESIGN 3 .j� R �K '�� J J3 Jx. can . .s rrrn1c ,c"tk wsau.,F WHICH NAVE / I II 11—_._. l� 2 � 11 FRI MILBRI,OVER THIS cHOP AN P� G. Gy, Jeremy Karr Date 10/16/15 tg 2 J. — DT ARCHITECTS N i 1 I! 11 1 Ij U79 tI' ' GI J L 1 I II 11 I I I I I =a-- 1—B—�t--,___ I - 7 IMPORTANT/ PORCH PORCH REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 1 1-1/S RFPI-20 5 1 9.2"O.G. • — 1 1--US RFPI-20 5 1 9.2"O.G. DETAILS AND 1-.JOIST INFORMATION 0-- L\EGEANGER PL 15-545 (Male) © pacdi I� umber ( H T—-HANGER GALLOUT POLYGON PLAN OPTION:SB BASEMENT WITH JOISTS �-1 Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth Filler blocking is not structurally required provided both ® -SUPPORTING POSTI-Joists are continuously laterally supported by COMPANY R t OSB Rim 1 7/3 3 1 6 123 connection to the sheathing at the top flange.In & TRUSS ® -POST LOAD ABOVE 51 RIgIQLan LVL 3/4 i 7/5 1.5E 2 4 a addition,the joint in the sheathing shall be positioned , B2 RigidLam LVL 3/4 1 7/3 1.5E 1 6 e R -RIMBOARD 33 RigIdLLan LVL 3/4 1 1/3 1.5E 1 22 22over the center of one of the two top flanges to assure 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 97005 (505)353-9663 LB -LVL BLOCKING .181 BLKG 1.75 LVL 3/4 1 7/3 1.5E 33 3 99 ��" shear transfer between sheathing panels. .JB2 BLKG RFPI-20 3/4 1 7/3 15 3 45PLAN DESCRIPTION/NUMBER: 5B BASEMENT WITH JOISTS JB -JOIST BLOGKING J1 RFPI-20 3/4 1 7/3 14 1 3 252 Flange CUSTOMER: POLYGON Sheathing J -JOIST CALLOUT J2 RFP1-20 3/4 1 7/3 6 26 156 DBL I-JOIST WITHOUT FILLER CONSTRUCTION aA e�s 2-5/15 T s,rz- PLAN DATED: 10/5/1 5 B -BEAM(FLUSH w/JOIST) J3 RFP/-20 3/4 1 'C/3 40 22 830 -- - N.T5. `9 '"`^`� a Max c:. Max m- Max C. a a. J4 RFP/-20 3/4 1 7/3 3 4 12 A ,e z YB z :A r uC z zA DESIGNER: KAMI L HENDERSON DATE: 1 0/1 3/15 HDR -HEADER(BEAM BELOW JOIST) aawm 550-BEAM BY OTHERS Accessories . H 1 HIT 11.85-or-1771 1.55 5 Do. , _ ___ ___ _ _ FL 1 5-34 3 MAIN SHEET:2 of 3 =r---1::-.:;--.=, PACIFIC LUMBER COPYRI6HT2015 RQSEBURG FRAMING SYSTEM`" Nw.� ,I' ' quality engineered wood products for today's builder MOt ,,.�,,,, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. .4,W uneen so�m awcKn L The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIG/D LAM'LVL RI GI DRI M- i nwhich retains copyrights Lo and ownershipof the lens.Use of theseplans byanyother '��▪°°-'b0"°T Pas.sFraoM neve a Ar„ I rsrw.i.u usum. Company. P AIM M RM,�u,"a, ,,III0 wsrnnu FI''' ,cs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or I¢os[euw®soeEst PRODUCTS aosEwxaa FOREST vaoauers copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include �� 1 `` BELOW TO POST ABOVE penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. i /IIp! 40 RFPFJOIST '�►� lir NOSENIRO FOREST PROW= CONTRACTOR NOTES: PES/GN NOTES: De,.".�D.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Da:-e ... 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR = "`'"""D,�" mm`°°°cE°9 (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOGKING PANELSryITH BEARING rIALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORDING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: START START TH/5/5 A PLACEMENT PLAN ONLY. SOpsf LIVE LOAD 1-1/2 RFPI-20®le,"O.G. 9-1/2 RFPI-20 @ 1 5"O.G. This layout is to be used in conjunction with 1 apsf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors ROOF LOADING: PATIO I I PATIO -urchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1'ipsf DEAD LOAD I I -�1=; ! — - •--- - — -•_- i -� it — � i li = I li i JR it I it I I' ii I' l ll 1 Ili R1 J1 J1 J1 J1 J;1 .h JI J, J1 Ji1 J1 JI1 J JIh J1 144 1 .h'f Ji4.L4 J4 J�'L.14 Jfi J4 R1 R1 .� i`t I 11 ,J1 JI7 1 .�t I1 1 11 1 11 1 J1 111 it i I .I 1 II Ij 11 10 00 1 Vii ! III I II II El .t9 II Ig iII i 11 01 li J2 , . ., f ri--k a -I, , f .. !I 1 —,�- L ° 4 „ XI • _ — _-a'- ri ,--- _i, 2'-3 1/5' '-3 1/5" I I IMPORTANT./ PORGH PORCH REFERENCEGUIDEFOR ALL FRAMINGN DETAILS AND I-JOIST INFORMATION L LEGEND: Pay .: umber OH --HANGERGALLOUT PL 1 5-343 (Basement Floor) :. POLYGON PLAN OPTION:5B BASEMENT WITH JOISTS & ® -SUPPORTING POST Mrk# Material WidthQ Depth Grade City Gut Lth Tot Lth TRUSSCOMPANY ® -POST LOAD ABOVE J1 RFPI-20 1 3/4 1 1/2 15 20 300 `•.., J2 RFPI-20 1 3/4 9 1/2 2 10 20 BASEMENT FLOOR JOIST LAYOUT R -RIMBOARD J3 RFPI-20 1 3/4 4 1/2 2 2 4 10515 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)555-9663 LE -LVL BLOCKING J4 RFPI-20 1 3/4 1 1/2 13 22 256 SCALE: 1/4°- 1'-O" PLAN DESCRIPTION/NUMBER: 5B BASEMENT WITH JOISTS JB =JOIST BLOGKING R1 OSB Rim 1 1 1/2 4 16 64 CUSTOMER: POLYGON J -JOIST GALLOUT JB 1 BLKG 1.75 LVL 1 3/4 1 1/2 1.5E 24 3 72 PLAN DATED: 10/8/15 JB2 BLKG RFPI-20 1 3/4 1 1/2 17 3 51 B -BEAM(FLUSH w/JOIST) DESIGNER: KAMI L.HENDERSON DATE: 1 0/1 3/1 5 NOR -HEADER(BEAM BELOW JOIST) Accessories 550-BEAM BY OTHERS H1 ITHO17950-or-ITT9.5 4 PL 1 5-343 BASEMENT FLOOR SHEET: 1 of 3 POLYGON PLAN OPTION:58 BASEMENT WITH JOISTS PL15-343 UPPER 10/13/2015 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE > RM 1 40-00-00 1"x 14"APA Rim Board 1 1 y RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 N N N N N N b o o ;o I o o BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1111 1 LL LL " L L` 'L` U- " BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 — 0 LL .0 0 0 0 LL 10 LO ,LL BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1°5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ma l BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 u � a ��' ® BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® BM' BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II oA I. BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Illa`nalli 1 IHM1 I — 11 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 LL LL !LL LL LL to 01 ''o ' BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 mg o 0 o LLNil o 0 o MS BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 4-00-00 BBO2 1 1 O BK1=BLOCKING FLOOR LOADINf IBM5I I� 40 LL ❑X CONFORMS TO DESIGN CONCEPT ,.m �.�I's:�',E; A _-_ _ v W RMI=RIM BOARD 15 DL,° �� CONFORMS TO DESIGN CONCEPT WITH ,3-0e• ❑ REVISIONS NOTED I II ACCESSORIES QTY 0 TH017140-2 21 El NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ° ° ° ° © TFL1714 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ° ' ' ' FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I: I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I I PRIORITY OVER THIS SHOP DRAWING. I I © HUCQ412 1 By Jeremy Pfarr Date 10/16/15 �, o LL o q 1 o 0 0 o MILBRANDT ARCHITECTS Lt. u_ !ii li u_ u_ LL I o r- jo o 0 • U U- LL LL U- LL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I c� 1REFER TO STRUCTURAL PLAN FOR ADDITIONAL m POST TRANSFER BLOCKING _ .4 AND SHEAR BLOCKING REQUIREMENTS. E CONFORMS TO DESIGN CONCEPT I• ® •I# I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I 0 CONFORMS TO DESIGN CONCEPT WITH 6-09-04 € _ _n- [ _3K11 1 131/1__ 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' REVISIONS AS SHOWN A iBMsi Ili li RM1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 11 • —g �.,M a—I—II_ 0 a_cI__�R _a _a__.11 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE '. \- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL ODate f WHICH10/HAVE13/2015PRIORITY JOIST WITH RIM OVER THIS SHOP DRAWINGMRP . By: p CT ENGINEERING INC (24x36 SHEET) SCALE: 1/4" = 1'-0" SHEET 3 OF 3 Pacifi P umber & TRUSS COMPANY cP-1,6AO f 7-- G t / ),?UO Sw /,79 RECENED la 132017 INMI MIR ME ME ENE 1 all ME ® Ott OF TIGARD 4 - I 3111LDtN0 DMStON a -- -N\ /1v7//ii,::////y/ /Iv/ 1 /////:////71 -..:////7/ 94/, /4/ N /A/r/ /(// / 4_-3 151-0 41-2 BATHROOM WALLS NOT I FULL ' APPROXAREA OF WORK: 500 SQ FT b- INES AT 23'2" AF SITE PLAN 1 • • N NTS /� FIRE SPRINKLER PLAN SCALE:114"=1'-D" SPRINKLER LEGEND SYMBOL TYPE MFG MODEL SIZE TEMP. FINISH CANOPY TOTAL (�) QR SSP TYCO TY323 5.6K 155 BRASS N/A 3 TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 3 GENERAL NOTES PIPING NOTES CONTRACT NAME: CRYSTAL GREEN BLDG G1 iii Systems West 1.ALL NEWLY INSTALLED MATERIAL AND EQUIPMENT TO BE NEW AND U.L.APPROVED. 1.SCREWED PIPING 1"TO BE BLK.SCHEDULE 40 PIPING WlSCREWED CAST IRON FITTINGS. + 2.PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 13,2013. 12700 SW HALL BLVD S tip, 1 3.PIPING SHALL BE IN ACCORDANCE W ,ITH NFPA 13,2013. ABBREVIATION DENOTES TIGARD, OR 97223 ' 600 SE Maritime Ave,. Suite 300 4.JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA 13,2013. AFF:ABOVE FINISH FLOOR CL:CENTER LINE EXISTING PIPE CONTRACT WITH' 5.EXISTING MAIN AND BRANCHLINES SHOWN INAPPROXIMATE LOCATIONS. NEW PIPE Vancouver, WA. 98661 8.EXISTING UPRIGHT SPRINKLERS SHOWN IN APPROXIMATE LOCATIONS,FOR REFERENCE ONLY. BOJ:BELOW BOTTOM OF JOIST SF:SQUARE FEET N NEW CRYSTAL GREENS � (360)693 9906 Fax: (503)289 2208 BOD:BELOW BOTTOM OF DECK OC:ON CENTER (N): DN:DROP DOWN TYP:TYPICAL (R):RELOCATE PO BOX 568 (DIP):DEMO/PLUG CLACKAMAS, OR 97015 WACL#FIRESWI 14081 OR CL#49732 SCOPE OF WORK:ADD 3 HEADS IN UNSPRINKLERED SPACE DESIGNER DATE JOB NUMBER SHEET PROJECT MANAGER: J.ZEINER 07111117 1-11-1530 1 of 1