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Plans (36) t, 500 't SA) Ad° 3i;--/ TC/ LEGEND: Pacific s SANITARY SEWER Community ,I , STORM DRAIN : i , -,,- —w— WATER LINE Design - r -.- 12564 SW Main Street N 4---- o ® 0 MANHOLE Tigard.OR 97223 „ [11 503-941-9484 rt, '-,\ i a CATCH BASIN , ---„ \_ 1- t",,7_-_ _ _ _ WATER METER DATE: 8/23/2017 -------,__,, --‘ 5 EI .. O. STREET LIGHT „ r \\I- / REVISIONS \ 324.0--N--, .;,,,.> . \ 4 : -sr , „„„., - -- / --- / [ ._ - i AV ,, STRAW WATTLE PERIMETER NO. DATE DESCRIPTION X X / —I— , (-__-,-_-4—..-_-,-_-, T — -,- /* EROSION CONTROL 71 , >, r • ' / 326.4 --' , ), --- -----',. ..10. FLOW DIRECTION ARROW 7 , ) 72.__ 18.63'— ' _ —1 I 1 / I - 1 1 LI — — I 1 \ '\ -7'777'..- 7 : 1. • I i ce ,/ SETBACK SUMMARY . _. I Is\ I I \ .,' 1 F_ r Q1 \ 1 \ i im "II FRONT SETBACK: 12' S.„ -..1— 23.67' --i.- I \ , ', --CI / Lu SIDE SETBACK: 3' I \ -10-- 27.32' F 1 N."--- \-----"' 0 11 STREET SIDE SETBACK: 8' I ce 169.00' \ :4/7 i 0 : FRONT PORCH SETBACK: 8' ,1 01 \ „ : 101 REAR SETBACK: 3'-6' 8 101 18.01' --.1— • ,__ __ c , , REAR COVERED DECK SETBACK: 5' 1, d 1 1 TEMPORARY WALK \ 0 7). TEMPORARY \ \ ' x 0 , 136 . SALES 7 2%1, si i ,S1 — OFFICE =1,--' '-' 1 1 , , \ ; kr ,, , ri \ 1,420 SF 7 `717111Is a, I ‘ 1 i i LOT COVERAGE: TEMPORARY WALK _-_-?_' 137 FF= 326.21 138 \0 \,.., • • I • A r5 1_------ oo \ )I 2,944 SF \ 3,404 SF A . , (•,: I 117 cis— LOT AREA: 6,348 SF \ 6 < ,--, I ,--= . 1 1 , ADA ACCESS \ BUILDING FOOTPRINT: 1,420 SF 71- -) ‘) \K-N 'r <c c I r, .i ri , r'-' 1 , 1 ,_,__ „ , , , RIVER , COVERED PORCH: 0 SF --- \ 1 I',', i 1 ! l'' Fr c 0 ; s „ ..,,I 1 . Ati , --- _ _ TERRACE i COVERED REAR PATIO: 0 SF ), \ 1 13 37' 324.34= X X.. ..1__ _, Li-- / L,- -1 , 1 CANTILEVER LIVING SPACE: 0 SF EAST . ,, ----- -„__ _ DECK AREA: 0 SF - SS i \ SS :• • v, , I ,) TOTAL COVERAGE: 1,420 SF I STORM LATERAL---/ 4 NIV REDFOX TERRACE, • ii , 1 E / - .S. - SANITARY LATERAL - • \ ' / . 22.4 % Z TEMPORARY ____--, 7.------ . ,, .,,,,, iii/ , ------' / IMPERVIOUS AREA: 1,859 SF SALES OFFICE ---_ ____. ......._.. . .,, ..... _ ---7 li-:---17---57---_-___-_-_-: \,‹ 1 'H '. 1 i i I 1-1-1-- i '\\,‘\ / \ \ / k '../ In PLOT PLAN /- --,_ .- , 1/ -. -- ' V l I I ----1 ' \ ' ,z i -----.'‹ 0 r-) / / -6 a / I I e !If / 1 1 \ \\ ' ' 1 Hi \ _ _ 7 RECEIVED .-- U N* -,r 5 NOV1 4 2017 o o .c > o CITY OF TIGARD 2 z RIVER TERRACE EAST (503) 221 -1920 PLANNING/ENGINEERING PROJECT NO: 395-041 ?. 2c 2S1W6 TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 9 '5 LOT 137 & 138 TEMPORARY SALES OFFICE (R-7, MEDIUM) 10 20 • rn 0 RIVER TERRACE EAST 1 INCH=20 FEET Q 1-1-1 e.LT TBD SW REDFOX TERRACE , z v, 10,-0" / k..1.:$NN 0 .._) .._ <., - , _ © x6 TREATED POST ON SIMPSON {Yv Y ! j�13 O ( 'F) ABU66 POST BASE(TYP.OF 4) 111 O oily 41✓4- E It' ---, b Z U c..\/ Q 25-0" 25-0" O 12"0 x MIN.18"DEEP CONCRETE Li 1,,,,,: - \\\ ® PIER-MUST TERMINATE ON 3 � 3" ORIGINAL SOIL(TYP.OF 4} 51.1 311,..„ 1 f1R \, , z [ir . 2'-0" - u-0" -0"- REI N4 (.T 51.1 51.1 \Q 12-0" „ \z 2)3"x3"4"STEEL TUBE COLUMNS. RE:SHEETS (2)3"x3"4"STEEL.TUBE COLUMNS. RE:SHEET v Al AND A4 OF PLANS BY BLAZER INDUSTRIES,INC. Al AND A4 OF PLANS BY BLAZER INDUSTRIES,INC. 12'"0" /DATED 11/28/2007 FOR CONNECTION AT BASE DATED 11/28/2007 FOR CONNECTION AT BASE 12'-0" )' O 1L x l \ 12-0" 4 4 CC 51.1 S1.1 JCC -2'-0n 3.-0" -0 >- F— Z f^ 1-- Q W '- PIER-M NTT } OU W �12"0 x MIN.18"" EDEEP TERMINATE CO J CONCRETE U 51.1 ORIGINAL SOIL(TYP.OF 4) I— 025-0 25-0" UJ IX z 10_0" w 0 �_ � f- w --"---------4"CONCRETE SLAB ON MIN.6" CC ft CC . OF CRUSHED ROCK 0 0 Z (TYP.) [ -Lie_ i� .40$ PROF`, Z CC 24" 24"1 ABU66 POST BPAOSE(TOYNPSOF SON) ��5 I�GiNE % O Q ADA-COMPLIANT CONCRETE RAMP " " WITH MAX.SLOPE OF 1V:12H AND �- CL W nz MINIMUM WIDTH OF 3'-0" OREGON Ems—" v_ CONCRETE RAMP SHALL BE BUILT TO y7� j}� z DOWN TO COMPLY WITH ADA STANDARDS FOR F�`'1 �` 31. Q SIDEWALK ACCESSIBLE DESIGN CHAPTER 4 ,S r W 1 SALES TRAILER ENTRY FOUNDATION PLAN — = -20 T U O 0 SO.1 sCA-E:j`,."-1 EXPIRES:6/30/20121 \ / �#2 DFL 2x8 RIDGE / \ 10RI ao,/ / 0 - o 42 may (TYP.OF 4) 4.3 U #2 DFL CEILING , 0 O ALL(N)WINDOW AND DOOR HEADERS AT EXTERIOR JOISTS(�)24"O.C. 2 DFL 6x8 BEAM O WALLS SHALL BE SUPPORTED AT ENDS WITH(2)#2 DFL \ 2x4 STUDS(ONE KING STUD,ONE TRIMMER) I I t I , a \S, = .F. I 10'0" 30-0" - SQL \Q —3'-0„ 5,-0,. I 6.�., I 18,-0„ �.-0,, 3'6 i Q #2 DFL 2x6 RAFTER I I #2 DFL 2x6 RAFTERS ��+w] @ 24"O.C. @ 24"O.C. In i.i - \\\ igh S1.? R/ ® s1.0 ,.�10 ,rj \>-_,_ Z K - I y-\./Ilk — . —A ck K =1 - \\\ (2)#1 DFL E)2x4 WALL (2)#1 DFL' 3- 2x4 HEADER 2x4 HEADER 2)SELEC STRUCTURAL DFL (j `°2x4 HEADER. FASTEN(E)2x O(tD \\\ NTOP PLATE TO HEADER 'v w NROOF SHEATHING SHALL 8E%6"APA-RATED PANEL WITH(2)",ld NAILS @ 3"O.C. F 0FASTENED TO TRUSSES WITH 8d NAILS @ 6"O.C.AT PANEL ¢ \S1EDGES AND BOUNDARY EDGES AND @ 12"O.C.IN THE FIELD ` pit _zN12 0" •2 DFL 2x6's @ 24"O.C. <00 UJ � 1U2)3"x3"x "STEEL TUBE COLUMNS. RE:SHEETSOVERFRAMING TRUSSES d w mASTEN TRUSSES TO NAl AND A4 OF PLANS BY BLAZER INDUSTRIES,INC. _ 0w PLYWOOD BEAM WITH _ - _ CC\2 DFL 2x10 RIDGE 1-o DATED 11/28/2007 w SIMPSON LUS26w<Q HANGERS(TYP.BOTH ' j•, __D o SIDES OF RIDGE LINE) �, \\\eta v 03• 2'-0" -0" 12'-0" • " >-. - : LINE / 1_ - . 24-0" CONTINUOUS(2)1 " ."4"LVL BEAM(2.0E' \112)1 4"x 24"LVL RIDGE BEAM(2.OE) 2)3"x3"x "STEEL TUBE COLUMNS. RE: \ („5 z PER MANUFACTURER'S PLANS SHEETS Al AND A4 OF PLANS BY BLAZER \ .0 INDUSTRIES,INC.DATED 11/28/2007 w N 0 N Q w• 2 DFL 2x10 RIDGE LLI UI-¢ 12'0" <0 •2 DFL 2x6's@24"O.C. (4 I w ' OVERFRAMING TRUSSES -(2',#1 DFL 2x4 HEADER - 0 LL 1.7<o (2)#1 DFL 2x4 HEADER ___I waa LL DU-0 2)SELECT STRUCTURAL DFL CC a 2x4 HEADER. FASTEN(E)2x z AM TOP PLATE TO HEADER ,-(((2)#2 DFL 2x4 HEADER Or) MIFF WITH(2)lOdNAILS @4"O.C. / 0- W K n. -r . — — �. a .�A I. d C rQ< 1 ® - - 3 0 W 51.1 ® I I S1.1 L / _________/A..................1 Irn- <V -0" 18'$" I 2'0" 2'6"I 3'-0" S'-6" -2'-0" . 4'-6" - 5'-0" - 3'-0"— vW, (� Z I I 4"DFL 2x6 RAFTERS j I+- 0 10-0" @ 24"O.C. I W #2 DFL 2x6 RAFTERS-_ I I 1- I- @ 24"O.C. `` W#2 DFL 2x3 CEILING 2 DFL 6x8 BEAM ALL EXTERIOR WALLS SHALL BE SHEATHED WITH MIN%6" I JOISTS @..?,24"O.C. iZ _ Q T1-11 SIDING OR PLYWOOD FASTENED WITH 6d NAILS @ AfilkSO PROFF Z 1--tN 6"O.C.AT PANEL EDGES AND @ 12"O.C.IN THE FIELD11 it m* (TYP.OF 4) (St?' i1 al LL 0 F- 2 DFL 2x8 RIDGE j W I— • ADA-COMPLIANT CONCRETE RAMP ((� Z WITH MAX.SLOPE OF 1V:12H AND ORE +�N "a d MINIMUM WIDTH OF 3'-0" CONCRETE RAMP SHALL BE BUILT TO ,{+(� 311N� DOWN TO COMPLY WITH ADA STANDARDS FOR <` i� Z F- ^L SIDEWALK ACCESSIBLE DESIGN CHAPTER 4 fs1 ^ LLI m 0 �+1 SALES TRAILER FRAMING PLAN �yp�pp��Qa - 1-2017 (Jj0 0 SO SCALE%'= -0 'EXPIRES:6/30/20121 +\ x6 TREATED DECK POST ROOF SHEATHING:7/6"APA-RATED PANEL / FASTENED TO RAFTERS W/8d NAILS @ 6"O.C. AT EDGES AND @ 12"O.C.IN THE FIELD I co 0 . �SIMPSON ABU66 POST BASE 4 J \____ e_L. 0 DGE NAILING 0 0 ONCRETE PIER - .c / EDGE NAILING---------- in � mai - RAFTER PER PLAN- U �� 2 DFL 2x4 STUDS @ 24"O.C. L.' " v; 0 1 DECK POST BASE < �z S1.0 SCALE:1"=1'-0" .¢ \\ 7/6"APA-RATED PANEL FASTENED-------.--------- ASTENE N)TRUSSES @ 24"O.C. 1 \\ TO STUDS W/8d NAILS @ 6"O.C.AT EDGES AND @ 12"O.C.IN THE FIELD S ROOF SHEATHING:7/6"APA-RATED PANEL •-\ / \O N FASTENED TO RAFTERS W/8d NAILS @ 6" 2x6 BLOCKING BETWEEN CJ'S N O.C.AT EDGES AND @ 12"O.C.IN THE FIELD AND RAFTERS TOENAILED TO Cil CEILING JOIST PER PLA � � BEAM WITH(3)8d NAILS 3) 10d NAILS TO (N)2x4 FASTENED T• - 0 U FASTEN EACH CEILING (E)TOP PLATE WITH , ASTEN TOP OF COVERED PORCH - , Q • RAFTER, PER 1!u� 1/ JOIST TO RAFTER @ BEAM TO SIDE OF ADJACENT TRUSS 10d NAILS 12"O.C. PLAN(TYP.) . r ii � 00 WITH SIMPSON TS12 STRAP EDGE NAILING- / I FASTEN EACH CEILINGyti, .. JOIST TO WOOD BEAM WITH SIMPSON H2.5A OOD BEAM PER PLAN E)2x4 TOP PLATE rt J SIMPSON LCE4 ON BOTH Ct H Z FACES OF POST/BEAM Q (I) `-6x6 POST a_ w J 0 (n U w COVERED PORCH BEAM CONNECTION 3 COVERED PORCH SHEAR TRANSFER DETAIL () nQ/7 1. SCALE:1"=1'-0" S1.0 SCALE:1"=1'-0" WW Z S W 0 �� -/ FN- CC CC fl IL >0 LI 0 2)10dNAILS @3"O.C. �¢> ,O PRop4 z A/ E)2x TOP PLATE / GIN , iAj\ 0 H < ii v (e(0- ' O'Z C�1111 0� i J W E- N)(2)SELECT STRUCTURAL 0Z. 2x4 HEADER OREGON �_- d W 0 J 4 HEADER ABOVE DOUBLE DOORS V14131, '' , Z F- Q1.a SCALE:1"=1,�., S w CO 0 S - -2017 0 0 EXPIRES:6/3@/2019 ` / 1III ---,„ 1 , , , ,.__) . . 4-1 o o 4 87 G v (2)3-0 TRENCH Q DO)RS 2-0x3-0 WINDOW i I 4, Z - 5-0x4-0 WINDOW i-0x4-0 WINDOW 5-0x4-0 WINDOW "'-" "" \__A \\ = >: ,,,,,,,,=:.=a > o z E 1 SALES TRAILER- FRONT ELEVATION 0 o c - 7 ,, , , _,. cim ADA-COMPLIANT CONCRETE RAMP WITH MAX.SLOPE OF 1V:12H AND MINIMUM WIDTH OF 3'-0" — — — — SIDEWALK CONCRETE RAMP SHALL BE BUILT TO / COMPLY WITH ADA STANDARDS FOR Z SALES TRAILER- RIGHT ELEVATION ACCESSIBLE DESIGN CHAPTER 4 SO 4. SCALE.A.=1'-0" IY J CC Z H Q w O co U w H 0 0) < Ct O L1.1 H - W Et ID Ct OZ w -O �q$O PROP Z CL o tY acrd oGIN \ C., ,) ›- _J Q O_ �ttt j J w F- i ' O CL w Z OOREGON r---.7 I- � �V. ° YZ F- Q W sCO U ♦ � O OI-2017 v — i EXPIRES:6/30/20121 \ / I \ 4 2 0- o \- \, ` ,. (2)3-Or TRENCH DO.)RS 2-0x3-0 WINDOW , 0 5-0x4-0 WINDOW ,.-0x4-0 WINDOW 5-0x4-0 WINDOW in 1 t .,.. 1 SALES TRAILER- FRONT ELEVATION \ SO.3 SCALE: 1,0- A4N- - i ---- \-c ___ _------------- _ Et ADA-COMPLIANT CONCRETE RAMP —I WITH MAX.SLOPE OF 1V:12H AND r: MINIMUM WIDTH OF 3'-0" - . ›- H Z SIDEWAI X (1)w CONCRETE RAMP SHALL BE BUILT TO COMPLY WITH ADA STANDARDS FOR 1 SALES TRAILER- RIGHT ELEVATION a_ ...._/ ACCESSIBLE DESIGN CHAPTER 4 SO.3 scALE:z"=1,0" 2 < O (r) 0 Li j H 0 W < 1-1-1 IY Z I w 0 H H w • eL ct O w 0 IH > - .-------1) PRo—p-----N\ 0 (I 0 1— < 0 W 0 1.• ›- < _..1 12.1 17- 0 " " • • EL III Z --I OREGON / / 11-: ...._1"-- 11—0 _. \\i‘\4,4•-e*.31,20N-/y 11- 0 0 • - I-2017 (..) --) _1 I EXPIRES:6l3O/2Oj ' . I ROOF SHEATHING:7A6"APA-RATED PANEL I coo FASTENED TO TRUSSES W/8d NAILS @ 6" O U O.C.AT PANEL AND BOUNDARY EDGES "E I AND @ 12"O.C. IN THE FIELD RJ O v Q\ ALTERNATE OPTION:SIMPSOVI fma:a ' ''f-, -- LTP4(IN LIEU OF H2.5A) lP EDGE NAILIN SIMPSON H2.5A AT 2'-0"O.C.TO FASTEN lie WALL TOP PLATE TO RAFTER OR SIMPSON LTP4 TO FASTEN OUTSIDE OF TOP PLATE TO 2x6 RIM [ -. NOT USED [ \--''_\(E)T1 11 SHEATHING FASTENE E)2x TOP PLATE N N WITH 6d NAILS @ 6"O.C.AT o \,„__ \,c-. EDGES AND @ 12"O.C.AT „47 INTERMEDIATE FRAMING ---� \ ; CO " 0 Q 1 SHEATHING DETAIL AT FRONT/REAR WALLS S1.1 SCALE: =1'-0" I 0SCAL2 STRUCTURAL FRAMING DETAIL S 1,1 E:' _--Cr LL J >-Z H d (/) >Z W J oc¢n U w H 0 < (E)T1-11 SHEATHING FASTENE (E)T1-11 SHEATHING FASTENE W Ct Z WITH 6d NAILS @ 6"O.C.ATo-� ASTEN(E)WALL BOTTOM WITH 6d NAILS @ 6"O.C.A113----''\„. ASTEN(E)WALL BOTTOM (Y 0 EDGES AND @ 12"O.C.AT PLATE TO(E)RIM WITH (N) EDGES AND @ 12"O.C.AT PLATE TO(E)RIM WITH (N) I W 0 INTERMEDIATE FRAMING 16d NAILS @ 16"O.C. INTERMEDIATE FRAMING 16d NAILS @ 16"O.C. H E— w O w 0 X o �-(E)%4"SUBFLOORV �fGA PROFt� Z Ct �- / /#:GPINE , 1941 0 H Q (E)2x8 RI (E)2x8 RI /le illry .f '1, `4,- E)3/4" (� E)3/"SUBFLOOR ///� ' J W H (E)2x8 JOIST (E)2x8 JOIST OREGON 1 --I O �, H H 3 FRONT/REAR WALL BOTTOM PLATE CONNECTION 4 GABLE END WALL BOTTOM PLATE CONNECTION C �IVj3�,2� W m U CJ`1 1 SCALE:1"=1'-0" S 1 1 SCALE:i"=1'-0" ♦ ' 0 �- - 1-2017 o J I EXPIRES:6/30/2019 ` 1 1 / O O 2 / 60'-0" 6'-0" 22'-0" 32'-0" 38'-0" 48'-0" 54'-0" -/ /`- / ---,'- -_____,'- it- / gh A 1 O 0 16437 16439 16441 16443 c 16445 T 16447 OFFICE 41 GENERAL OFFICEREC El Will ® o ' � 1/2" SPACE tib® cs(\4-f,C O NOV 1 3 2017 w , inI8 t�??tt � 6 DIVISION N N — cs `7i MI c' E7t,I�LD1 tVIVIw71Ot+: N am 12'-0" �c `i` x 14"x 20" ® o VarIF - a- 26" A.F.F. ..... ...••• -• ▪ TW. OF 2 ,'•• - O T 16435 3 R-11 FIBERGLASS SOUND ATTENUATED BATTS f ; 'A ®� \`�� OFFICE 2 16440 AT RESTROOM TO CEILING HEIGHT 1 , r 16442 w 3 \ HCRR / 16444 — VINYL / 164461=J x 16448 _ �`` O Q PL WAINSCOT W AT 4'-0" AFF R WASTE & WATER H / / 32'-0" 39'-0" STUB DIRECTION 54'-0" V a' 2 8 9 a FLOOR PLAN e. ,r! 1/4" = 1'-0" Ln 0 at 0 0 N 0 N 01 4 CO QTY. SIZE DESCRIPTION LOCK REMARKS 11_20-1,7 r. • DOORS INSULATED GALV. STEEL SS-BBH NRP HINGES ���p PR 04.s �SgwNAL Fyc/ .6 *REQUIRES SIGN ABOVE( 2 30 68 w/ WELDED STEEL JAMB •082051 PAINT FINISH ,.e2 4NGIN�F`Q S.r o4 WAs4, Q V��1STERF.o ySO a DOOR "THIS DOOR TO & WEATHERSTRIPPING OEADBOLT IVES RL32 STAINLESS CATCH ry G,.`� p � 9 E DEFAULT .60 U-FACTOR (2) 4"x16" PULL HANDLES a 193•OPE vi. #4, ' REMAIN UNLOCKED WHEN ,; z BUILDING IS OCCUPIED ., -• Vo.-.„7 9086 30 68 17X" HOLLOWCORE VWCO LC2275 STANDARD HINGES OREGON > O 2 DOOR IN TIMELY FRAME PASSAGE VWCO FINISH 'Q �Y1519 �a`','�A- 89 �Tf OF 1� 2. C .n �G 91 35006 . . O 1 30 68 134" SOLIDCORE VWCO LC2276 VWCO FINISH NDARD HINGES �C*M.S 4 As3'IONAL E'" k 41. 0- DOOR IN TIMELY FRAME PRIVACY OCCUPANCY INDICATOR I EXPIRES: 6/30/2008 I -,:i WINDOWS 8 24 x 54 ATRIUM-VERTICAL SLIDE - DUAL GLAZE - LOW "E" - WHITE VINYL FINISH IEXPIRES: 7/14/20081 SOLAR BRONZE TINT- NFRC .36 U-FACTOR- SHADING COEFFICIENT .38 '� 11-20-07 A\MOVEDRvAG 6"TO 711E PIODUNE N5 COPYRIGHT 2007,BLAZER INDUSTRIES,INC. • MOBILE Approved for Job No: 16437-48 0 THIS MATERIAL IS THE EXCLUSIVE PROPERlY O� �G f0(; `P n'20-01 OF BLAZER INDUSTRIES,INC.AND SHALL •• , File Copy. aNOT BE REPRODUCED,USED,OR DISCLOSED El ✓ 24 X 60 LEASE UNIT I(- -O� A_ I n TO OTHERS EXCEPT AS AUTHORIZED BY THE �� INCU3717[5,MG Drawn By N5 r 8 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. a� P.O.BOX 489■AUMSVILLE,OR 97325-0489 OR.,WA.,ID. Modspace 07 BLMP-03 A5 swipe*: 10-26-09 L i FASTENING SCHEDULE MATERIAL LIST WALLS" ELME: ROOF: PLATE-TO-STUD MIN. OF 2- 0.121" x 3" NAILS 2 x 8 FLOOR JOIST-TO-RIM MIN. OF 4- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) ROOFING. .PABCO 30 YEAR ARCHITECTURAL COMP. OVEVW SHEETROCK SENCO P15 STAPLES & GLUE CLASS "A" BOTTOM BOARD-TO-JOIST 16 ga. x 3/8" WIDE CROWN ©12" MAX. EDGES ONLY 15#R 2 LAYERS OF NON-PERFORATED FELT APPLIED SHINGLE FASHION. BOTTOM PLATE-TO-FLOOR 0.131" x 3" NAILS 0 8" oc. (SENCO KC27 OR EQUAL) FLOOR DECKING-TO-2x JOIST 113" x 2 3/8" RING SHANK 0 6" EDGE, 12" IN FIELD. -HIGH WIND APPUCATION- SMARTSIDE SIDING-TO-STUD 0 SIDEWALL 0.099 x 2 1/4" GALV NAILS 0 6" EDGE, 12" IN FIELD (SENCO GE-24). USE CONSTRUCTION ADHESIVE (AFG01) ON JOISTS SHEATHING 7/16" A.P.A. RATED (24/16) (EXCEPT USE 4" oc 0 TOP & BOTTOM) ALL EDGES SUPPORTED BY FRAMING OR BLOCKING. RCMFRAMING 2 x 10 D.F. #2 RAFTERS 0 24" oc SMARTSIDE SIDING-TO-STUD 0 ENDWALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS. RIDGEBEAM. .1 1/2" x 24" MICROLLAM CON ON. (LVL 2.OE) THREE STUD CORNER CONNECTION 0.131" x 3" NAILS ®12" (SENCO KC27 OR EQUAL) RIM-TO-RAFTERS MIN. OF 5- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) (2- TOP RIM TO RAFTER, 3- MICRO RIM TO RAFTER) LEDGERS 2 x 4 D.F. TAPER CUT CAULK CORNER SIUDS FROM FLOOR TO CEILING ROOF RIM-TO-TOP PLATE 0.131" x 3" NAILS ©8" oc. (SENCO KC27 OR EQUAL) RIMS. .2 x 6 CONTINUOUS MICROLLAM (LVL 2.OE) LEDGER-TO-RIDGEBEAM 0.131" x 3" NAILS 0 3" oc & 3 0 BUTT JOINTS (SENCO KC27 OR EQUAL) w/VENTED 2 x 4 ON TOP 16 GA.x 13," RAFTER-TO-RIDGEBEAM 4- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) STAPLES 0 4"oc� INSULATION. .R-30 CELLULOSE BLOW-IN SHEATHING-TO-ROOF MEMBERS 16 go. x 1 3/4" STAPLES 0 6" EDGE, 12" IN FIELD (SENCO N19) CEILING SUSPENDED T-BAR (PER IBC STD. 603.9.1.1) NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. �F7 1 2 x 64 FASCIASUBFASOA OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24" "ARMSTRONG SE SMIC RX CEIUNG" x RAF ILHS VENTING. .EAVE AND RIDGE I WALLS: GABLE END FRAMING--- \ CARRIAGE UNE CONNECTION; NOTE: ALL MARRIAGE LINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. SIDING. .7/16"LP SMARTSIDE PANEL T1-11 w/GROOVES 0 8"oc SIDING NAILS 0 4". 2 z 6 BLOCKING "Z"FLASHING RIDGEBEAMS 1/2" BOLTS w/1 1/2" DIA. WASHERS 0 6'-0" oc AND 8" FROM EACH END FASCIA. .1 x 6 TRIMCRAFT AT SIDING JOINT (MINIMUM 2" EDGE DISTANCE) * m \ TRIM .1 x 4 TRIMCRAFT®CORNERS /WINDOWS / RIM JOISTS 1/2" BOLTS w/ 1 1/2" DIA. WASHERS ®4'-0' oc AND 8" FROM EACH END DOORS AND MOD LINE (MINIMUM 2" EDGE DISTANCE) ENDWALL TOP PLATE =C SIDING NAILS 0 4"oc FRAMING EXT:2 x 6 O.F. "STANDARD" or "STUD" or BETTER STUDS 0 16" oc INT:2 x 4 D.F. ®16" or 24" oc Cp1 except 2 x 8 AT PLUMBING WALL ENDWALL ROOF DETAIL CPC 3 TOP PLATE BOTTOM PLATE122 x 6 CONTNUOUS MICROLLAM (LVL 2.OE) N.I.s. A-4 A-4 BOTTOM PLATE .2 x 6 D.F. \ �♦ 12 LU26 HANGERS AT ALL RAFTERS - 12 INSULATION......EXT:R-19 FIBERGLASS BATT _--- - __ I11 FIBERGLASS SOUND ATTENUATEDTTS OVER DOOR & WINDOW OPENINGS - -- Ni':L- L BA WITH 6- 10d x i'/�" NAILS INTO41%- , i - - 7 1 ®RESTROOM WALLS TO CEILING HEIGHT - --"- ,,, -- --- _ INTERIOR FINISH 5/8" VINYLWRAP SHEETROCK AND I - - '''�'� .40" ' ' "��,,,,,,,, _ -. A-4 A-2 PL WAINSCOT PER CODE IN RESTROOM MICROLLAM ROOF RIM 1111 1'1,'11„"'" A RIDGEBEAM BRACING /,,,,,,/,�,,,,,,, , '; \ 'OI' • i--♦- SEE DETAILc) j ;�•I • BELT RAIL .7/16" x 5" LP SMARTSIDE NO GROOVE CAULK AT //f.1� _;y !0• FLOOR: ROOF RIM/J ►'� COVERING..RR ONLY:STOCK SHEET VINYL TOP PLATE :� FLAME SPREAD ALL ELSE:1/8" VCT IS 25 OR LESS DECKING .1st:23/32" A.P.A. RATED PLYWOOD 2nd:1/4" ARAUCOPLY • _ - FRAMING. .2 x 8 D.F. #2 JOISTS ®16" oc to = aw- ONE DRY CUP PERM VAPOR % RIMS 2 x 8 CONTINUOUS MICROLLAM (LVL 2.0E) N CAULK BARRIER ON THE WARM SIDE, Le"'. U AROUNDWINDOWS i AD z i-. TYPICAL THRU-OUT BUILDING. /�. INSULATION. .R-25 FIBERGLASS BATT 0 D- I 'i 0 ;`� BOTTOM COVER CLASS "A" q FRAME: F CAULK WALL `O 1 ��-i CORNERS FROM r Fps TIDE. .TRANSVERSE :§ TOP TO BOTTOM MAIN RAIL. .10" JR. 1-BEAM NOTE FULL LENGTH 11ga. 10" C-CHANNEL akOCROSSMEMBERS AT FRONT AND REAR o AXLES 4-BRAKE 0-IDLER w/8:00 x 14.5 14 PLY TIRES a CAULK ATMI7 MP WITH ROCKERS AlFLOOR RIM / IN HITCH. DETACHABLE BOTTOM PLATE ��- • FASTENING REQUIREMENTS: N2. - I FLOOR JOIST TO I-BEAM 5/16" x 3" LAGS 0 32" oc co 1 ! Y X 4 1(X Y 1(S S V._ Ii '.",'.'.'.1.'.'.'.'.'.,. I / I (ALTERNATE SIDE TO SIDE OF EACH I-BEAM) 3 T ♦ �I T T ♦.1..i END CROSSMEMBER CONNECTION TO END RIM JOIST... T (5) 5/16" x 3" LAGS PER MODULE. mf co n nn n co t/2" 1799i""r. SPACE 'I 199 1. O L \`�����GP EF�s�y WA5 -t�xGP��ONAER CFti—zt-f7! E "f ' ct 1931 I PE V.4 / M, , SI 9086 0 Z a ° OREGON y1 SECTION * A> "p0✓G‘'15,190 7 BAGrs .1. ,`. 4/ "<<"OF\OP��4� Q 0/1M.SIO' 4"5:S. AL EAG Al. SNE J 1/2" = 1'-0" I EXPIRES: 6/30/2008 TIEX-PIRES: 7/14/20081 .G 3 10-22-09 FIXED LUYfANGER NOrt:ON 5EGr1ON-M N5 COPYRIGHT 2007,BLAZER INDUSTRIES,INC. • MOBILE < Approved for Jab No: 16437-48 18 11-28-07 /t\AOOFD A 7/IA"e 0"BELT E/iE r0 r7IC CUILDING NO THIS MATERIAL IS THE EXCLUSIVE PROPERTY �� �� for; 5}' �I-2�-0 7 _ OF BLAZER INDUSTRIES,INC.AND SHALL ■■ O/J ^ Fie Copy: 0 NOT BE REPRODUCED,USED,OR DISCLOSED �� `✓ 24 X 60 LEASE UNIT SP II-�q-°� A.,2 CEPT AS AUTHORIZED BY THE INDU5TRIE5,6\C Dram,By. N5 c DATE REVISION BY WRITTEN PETO OTHERS RMS ON OF BLAZER INDUSTRIES. •j P.O.Box 489 a AUNSVw.F,at 97325-0489 OR.,WA.,ID. Modspace 07 BLMP-03 A5 Sten Dere: 10-26-07 N C ) 5) I 1.....1.1. ml1MIN mnni�MI IIMIIIMMU lr��l mull „ „ „ j n11 WINO 1' .. g,, nnlrninliuint n.....'.. 11111 nu gyp® r1mmminium lxninlmnmmm intsin��fllilillllfirigill,�iamintmnumoViw ilrn nainlfmam n ,A IIn 1 n fpm n m1 n1 mix mii miltu fil 111101,m innfiilrinll Irmummumin mmlxlnralm' nmlxma n'it l�iiiix mlminnnnm 11 IIIA I a a r-r-rT=-��-`-'-_____;,-=-: _______------ ----- --'--- ------- -.-.`-- --- — FINISH FLOOR UNE BOTTOM OF FLOOR JOIST 7/16" x 5" BELT RAIL WALL "C" ELEVATION . O1/4" = 1'-0" ff JJ 1 • i;"I1 IIMMISINNI I1I 11' I1 If/iIfffI 1f1 1)1 Inflllr[♦IIII un,111��iH(InnIn111�I�1rIn f II I�HLI,IIItIII�I�H rl11111111111111111811118811115111111111111111111H1Il1 r1��I, �IlI11nI111�fI�;�1;n1111,1;�I,I,I�IIHI�111 IN 11 I11, 1/I II,ttI H I I ® I 11111 II III Ill [ 0 ___. ._..__-._ ._-._._.__.__..... __. 2. WALL "A" ELEVATION u 1/4" = 1'-0" Q o g 5' (;) 9 5) 0. i4 ill A TYPICAL ENDWALL FASTENING: N --- N 1. INSTALL Sys" SMARTSIDE SIDING WITH �g---_ ALL EDGES SUPPORTED AND FASTEN -_ .. w/ 0.099 x 2Y4" NAILS AT 4" oc - -_ a =.J EDGE, 12" IN FIELD. _ f— F II '1 2. BLOCK WINDOW HEADER AND SILL AT & CORNER. USE (1) 1Y2" x 30 ga. 24t \ 1 _ ) -N 0 PROF ��CI-Ig-01 ® ID ---- - -- .: —' -- { STRAP PER CORNER AND (6) ga. x 1" —,---__'--._.. _ _ —'— _ �... FS �e�S EyG a WIDE CROWN STAPLES EACH END OF EACH ��g��NGINfFR S.?' 04 WAsyf 6/.'fA• Eft GyF,F. E STRAP. TAG LOCATION TAG LOCATION 19300PEn'' 4i/A a 3. USE ST2215 STRAPS WHERE SHOWN 1 7^^��y 90$6 WALL "2" ELEVATION WI7H (9> ,Dd x , 1/2" NAILS AT WALL "1 " ELEVATION ✓OREGON �IE`�� A 1/4" = 1'-0"o EACH END OF EACH STRAP. 1/4" = 1'-0" 4,,C-M 15 is% .I.A4, -3, R06 ° (Q.•- 4TE OF 0" <<", Q kM.SNE `,sioNAL EAG k M. SHS J I EXPIRES: 6/30/2008 1 I EXPIRES: 7/14/2008 I rn 11-20-07 AMOVCD M/AG 6"TO TIIEMODGJNE I N5 COPYRIGHT 2007,BLAZER INDUSTRIES,NC. • MOBILE Approved for Co,not_ Job No: 16437-46 2 11-28-C7 /2\N7DED A7/16".5"PELT PNL Mill-DINS TILE DI N5 THIS MATERIAL IS THE EXCLUSIVE PROPERTY � ���for ,' `.'JY II-2`?-D7 F OF BLAZER INDUSTRIES,INC.AND SHALL nn Q�, — Fde Copy: 0 NOT BE REPRODUCED,USED,OR DISCLOSED ' -` 24 X 60 LEASE UNIT �' /'zq-en A.3 DATE REVISION L TO OTHERS EXCEPT AS AUTHORIZED BYTHE �� INVITRIC5'P.G OR.,WA., ID. Mods Drown BY N5 N IBY WRITTEN PERMISSION OF BLAZER INDUSTRIES. nn P.O.eox 489•a sv U.E,OR 97325-0489 pace 07 BLMP-03 A5 sr�Dem: 10-20-o7 ce 4' 14 ST2215 WITH ,1' ' it 1" 1"' Ya"x6"x 9" 4- 10dx1Yz" RIDGEBEAM y/ UPLIFT PLATE NAILS EACH END (I6'� , MICROLLAM GABLE END RAFTER 1)" MICROLLAM II, Ir- N RIDGEBEAM S IIII I I Il I I EXTEND ONE STUD UP ALONG •�„ _..c/N- :=4;.; bo RIDGEBEAM AND FASTEN WITH . 6- 0.131"' x 3" NAILS OR EQUAL r HimHi 1. y J" DIAMETER BOLT I. STRAP / /a"x 3Y2"x 9" WITH 1J•' DIA. WASHER B II ; �6"I/3510ES BEARING PLATE_Z. SIMPSON ST2215 OR EQUAL. .- ti USE 7- 0.131" x 1V NAILS W "" SPACER EACH END OF STRAP. WELDING: Wj G.M.A.W. - AWS A5.18 0 F.C.A.W. - AWS A5.20 / `4 s ALL WELDS TO BE SINGLE PASS 3 END COLUMN FILLET BY CERTIFIED WELDER TO#2. CHORD SPLICE DETAIL USE DOUBLE 2 x 6 D.F. FASTEN STUDS TOGETHER WITH � � A.W.S. D1.1 CODE. 0 STEEL"T BE 11" = 1'-0" DOUBLE ROW OF 0.131" x 3" I I f 46KSI STEEL TUBE COLUMN NAILS OR EQUAL AT 8" oc. A36 STEEL PLATE NAILS MAY BE ANGLED SLIGHTLY TO PREVENT NAIL PENETRATION THRU (4) SIMPSON SDS1/4x14" SCREWS (TOP) A NEXT COLUMN STUD. _/- r (4) SIMPSON 5051/4x3" SCREWS (BOTTOM) V (DRILL 6" HOLES) ADD TIGHT FIT 2 x 6 BLOCKING 3/a" x 3Y" x 9" —TIGHT FIT 2 x 6 BEARING PLATE BLOCKING WITH TO NEXT STUD AT WALL THIRD POINTS. 346373sDFs 4- 0.131" x 3" NAILS rY2" SPACE, CONT. y Ya" x 3JZ" x 5" EACH END. STRAP UPLIFT PLATE \ SIMPSON ST2215 OR EQUAL _ USE7-END 0.131" x 1Y2" NAILS 1. l 6 ,/i "to\ EACH END OF STRAP. ;Ipj, 2 x 8 "Z" FLASHING MICROLLAM RIM JOIST JOOOR IST 11 JOIST 7ti6" x 5" LP SMARTSIDE RIM JOIST / 1•• I 1^ TIGHT FIT MICROLLAM NO GROOVE BELT RAIL 1Yz" MICROLLAM FLOOR JOIST (� �3 BLOCKING INSULATION REQUIRED 3A60 INSTALLED ON SITE 14" FASTENER SCHEDULE ADD TIGHT FIT BLOCKING UNDER I NAIL SIZE I 00' LOCATION COLUMN FOR FULL BEARING. 0.131" x 3"I 5 EACH END 10.131" x 3"I A2 T 4 oa TO RIM 4FLOOR DETAIL 1 EC226 - END COLUMN DETAIL - DBL 2 x 6 2 ICSTL-MKC: INTERIOR COLUMN DETAIL - 1" = 1'-0" VENT SCREEN 16 GA. x 13/x" STAPLES AT 4"± oc. EXCEPT AT VENT HOLES MICROLLAM RIDGEBEAM 12- 15 GA. x 2Yz" STAPLES FASTEN SHEATHING TO VENT FASTEN 2 x 2 x 20" VENT 2 x 4 TOP ROOF RIM WITH (6 DRIVEN EACH WAY) BLOCKS WITH 16 GA. x 13/x" BLOCKS 24" cc. TO RIDGEBEAMIMO:1;11. � 2- 2J4"� HOLES AT EACH BAY STAPLES AT 4" oc. WITH 0.131" x 3" NAILS ✓F�� 3�" x 3" x 22" SHEATHING AT 5" oc. MAX. IIIWITH16GA. x114" STAPLESnlj II AT 3" oc INTO EACH RIM ate+ --_ ' 2 x 4 x 17" SPACER BLOCKS N - lull LSTA24 STRAP BENT OVER X RAFTER RAFTER BOTTOM ROOF RIM 1 x 6 FASCIA o BRACE w/ SIX tOd x 1Yz" 0 NAILS TO BRACE AND SIX I SIDING NAILS AT 4" oc. .'c' tOd x 1J¢" NAILS TO BEAM VAPOR BARRIER 2 x 4 D.F. BRACES GLUED BEARING WEDGE H SIDING . \ AAT S SEAOWN BELOW. I t s (9' PANELS CUT TO FIT) \ -- INSULATION a o, OF EXTRA BOLTS « ADD BRACES AT 8'-0" oc. 'I IN COLUMN AREA. \ NOT REQUIRED, ti. ni MANUFACTURER'S OPTION. ___,/ S BRACES REVD BRACES REQ'D 18' 24' * 18' ONE_ 'I t 1VAPORDRY U BARRIER C hH YZ' SPACER P PERM I; . 7 EAVE DETAIL 1'" = 1'-0" 3 I Il-2b-o7 CT I -_ 00 " " " .--. " " " " " SITE WORK: �ti0 PROP SSw�L FN T A EACH" BOLTS AT 2', 5' AND 8' T 1. INSTALL RIDGEVENT WITH 1" GALV. SCREWS AT 12"oc. EACH SIDE. ��', GIN6.4:A.: WASgr •�pE01STERF0'0 2. INSTALL INSULATION AT MARRIAGE LINE. t4, wO i� PEACH SIDE OF COLUMN 'B' & 'C' 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE, 2 MIL. MIN. a 1930*PEvi �, Is 1 z COL. A COL. B COL. C COL D (CLOSE-UP PLASTIC SUPPLIED W TH BUILDING MAY BE USED). �, idli 9OH6OR GON TRrct4O✓(/ 15,199 ;'PFl,35006¢b9 14 4TE OF\OP' <(,, 5 RIDGEBEAM BRACING DETAIL- 24" 6 RIDGE DETAIL OKM.,,*., SSIONAL.t," • M. SNE- t' 11" = 1"-0" 1'/z" = 1'-0" I EXPIRES: 6/30/2008 I Q I EXPIRES: 7/14/2008 I J 11-28-07 /A\�1DDEDA7/16"x5"BELT ENL TOT7lEBUILIDINS N5 COPYRIGHT 2007,BLAZER INDUSTRIES,INC. • MOBILE QiC f0�• Ate" Job No: 16437aa rn THIS MATERIAL IS THE EXCLUSIVE PROPERTY 4i = OF BLAZER INDUSTRIES,INC.AND SHALL ■■ File Copy II-' �� m NOT BE REPRODUCED,USED,OR DISCLOSED _ V 24 X 6O LEASE UNIT SP �I-Zq.�lA.4 o TO OTHERS EXCEPT AS AUTHORIZED BY THE �� INOU TR(e5 mC. Drawn By N5 o DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. aj P.O.BOX 489 aAIOISVILLE,OR 97325-0489 OR.,WA.,ID. Modspace 07 BLMP-03 A5 start Date: t0-2G-O7 0 0 0 N_ C PANEL SCHEDULE NOTE: ALL CONDUCTORS COPPER I 200 AMP PANEL SINGLE PHASE II CKT DESCRIPTION TRIP WIRE VOLT �I VOLT WIRE TRIP DESCRIPTION CKT N0. AMPS 9ZE AMPS l! AMPS SIZE AMPS NO. - `/ f I 1 WATER HEATER 20 12 1750 �1 /\ 8336 2 100 HEAT PUMP 2 ' I II I) I - II 3{ II II \ I 3 / / nso rti i 8336 / / / 4 I 11 I Y n ` N I 5 SIGN CIRCUIT 20 12 1200 /\ �` 6 7 WTLEIS 20 12 900 /\ �\ 8 9 OUTLETS 20 12 1080 �1 �� 1 0 1, 111 OUTLETS 20 12 734 '" "1 12 A IT,{U A (16 11 3 OUTLETS 20 12 900 l\ "" 1 4 A , 11 - I15 LIGHTS 20 12 1448 r1 r1 1 6 117 " /---... 18 = 1 9 - 20 = 21 - "---."---. 22 = I---"N .� 2 -fr 3 24 A B A B A B ill ELECTRICAL PLAN REVIEW C t ..-- ....iivr.._____ LOAD CALCULATIONS 1 =_ y I n II II I x1 II II 1 111 VOLTAGE: 120/240 PHASE: III 11 CONNECTED LOAD CALC. LOAD / II LIGHTING ___3.— EXTERIOR 14 V.A. X 125% = 18 V.A. ---•.•- LA - = B II \ INTERIOR 1280 V.A. X 125% = 1600 V.A. = II EXITW ,' I II ID - V.A. X 125 7. -- V.A. ill - EMERGENCY — V.A. X 125% = V.A. Cr - c. 11ME CLOCK — V.A. X 125 7. = V.A. = _ III _ 1 .. EXHAUST FANS 168 V.A. X 125 7. = 210 V.A. are , ` 0E II - -��I III RECEPTACLESv ` THRU 10,000 3600 V.A. X 100 V. = 3600 V.A. 12-4 I A B 8 /NI> 4 _� P. OVER 10,000 V.A. X 50 7. = V.A. �5� II 11 II I II I11 I 11 11 MOTORS, COMPR. g Q TOTAL 6672 V.A. X 100 7. = 6672 V.A. /7 - -il, l$ - r'1. - LARGEST (5280)V.A. X 25% = 1320 V.A. I'""--""""--'I I -"-""'- HEATING * 10000 V.A. X 1007. = 10000 V.A. WATER HEATER 3500 V.A. X 100% = 3500 V.A. \ 11 \ II II \ 11 SIGN CIRCUIT 1200 V.A. X 125 Y. = 1500 V.A. /I-3‹ II - V.A. X 100% = V.A. __ V.A. X 7. _ __ V.A. #E II __ V.A. X 7. = __ V.A. TOTAL KVA 26.4 TOTAL KVA I 28.4 CONNECTED LOADU��D AMPS I 118.4 ONE-LINE-DIAGRAM ELECTRICAL PLAN LOAD AMPS 110.2 200 AMP PANEL ,. MAIN BREAKER 1/4" = 1'-0" L.L.J. 10/17/07 $ I H.V.A.C. (MOTOR.COMPRESSOR.HEATER SIZES) EXTERIOR WEATHERPROOF U I OPERATION VOLTAGE 197 MIN. 253 MAX. 200 AMP THIS PLAN IS NOT AN AS—BUILT I ELECTRICAL SYMBOLS I COMPRESSOR 22 RLA 129 LRA = I INDOOR BLOWER FAN 3.3 FLA 1/2 H.P. I HEIGHT I S I OUTDOOR BLOWER FAN 2.5 FLA 1/3 H.P. I SYMBOL DESCRIPTION TO TOP REMARKS tai I HEAT STRIP 15 KVA I #4 Cu \, I . }c OCCUPANCY SENSOR SWITCH 48" 1440 V.A. MAX.SWITCH BLDG. FRAME gx� I MINIMUM CIRCUIT AMPS 90 AMPS I #4 Cu I {f} SINGLE POLE SWITCH 48" 1440 V.A. MAX. LIMTCH MAXIMUM OVERCURRENT PROTECTION 100 AMPS BLWDG. FRAMETER TO I 4.4' THREE WAY SWITCH 48" 1440 V.A. MAX. LIMIT I OVERCURRENT PROTECTION- DUAL ELEMENT TIME DELAY FUSE -- I DUPLEX RECEPT. 20" 180 V.A. EACH �. OR HACR CIRCUIT BREAKER c * 10 KW IS THE MAXIMUM KW THAT CAN OPERATE WITHE HEAT PUMP ON. I GEOI GROUND FAULT RECEPT. 44" 180 V.A. EACH d1 NOTES: OFCI WEATHER PROOF GFCI RECEPT. 20" 180 V.A. EACH o QTY. SIZE DESCRIPTION N r THERMOSTAT 48" TO TOP OF J-BOX 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS N H.V.A.C. 1 4 TON 15 kW WALL HUNG HEAT PUMP WITH ECONOMIZER ARE MADE BY A PRESSURE TERMINAL, BY TAILING ® SIGN CIRCUIT 20" 1200 V.A. CUMULATIVE THERMOSTAT 1 WHITE RODGERS #1F93 380 W/MICROPROCESSOR- 7 DAY PROGRAMMABLE OFF WITH SOLID CONDUCTORS OF OTHER APPROVED 1/2- FLEX AUTOMATIC SETBACK-DEADBAND CONTROL MEANS OF TERMINATION. PHONE/DATA 20" STUB UP &DOWN 3I I-0 PORCH LIGHT 84" 7 V.A. EACH III ELECTRICAL PANEL 1 200 AMP coEXTARIOR WEATHERPROOF EATHERPROO LLIC RACEWAY EM- SINGLE PHASE 2. ALL CONDUCTORS ARE COPPER; TYPE THHN. 0 PHOTOCELL 84" rn LIGHTING 12 2 x 4 TROFFER 3 T-8 TUBES w/SINGLE ELECTRONIC BALLAST 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. 0 EXHAUST FAN 110 cfm CEIUNG 168 V.A. EACH .6 V. 88 V.A. EACH FIXTURREE2 2 x 4 TROFFER 4 T-8 TUBES w/ SINGLE ELECTRONIC BALLAST 4. WIRING METHOD IN METALLIC RACEWAY SYSTEM. 24" x 48" TROFFER CEILING 8 TUBE EL FCAST X FLUORESCENT VANDAL RESISTANT LEXAN COVER ON 5. LIGHTING CONFORMS TO WASHINGTON STATE ENERGY I 24" x 48" TROFFER CEILING 4 T-8 TUBE ELECT.BALLAST z 2 7 WATT PHOTOCELL = 112 V.A. EACH FIXTURE c CODE 51-11, CHAPTER 15. SP35 TANKLESS UNDERNEAh EXHAUST FAN 1 110 CFM IN RESTROOM 6. SERVICE ENTRANCE SLEEVE TO BE SCHEDULE 80 �°f"D� WATER HEATER SINK 3.5kw t WATER HEATER 1 TANKLESS IN RESTROOM BELOW SINK P.V.C. IF REQUIRED = POWER PANEL 36" WEATHER PROOF e 7;1 II-20-07 /,\MOVED M/AG6"TOTffCMODUNC N5 COPYRIGHT 2007,BLAZER INDUSTRIES,INC. MOBILE orriCj for; 1O1i�f0' II'710�0'l Jab No: 16437-48 THIS MATERIAL IS THE EXCLUSIVE PROPERTY • OF BLAZER INDUSTRIES,INC.AND SHALL EN Fie Copy: NOT BE REPRODUCED,USED,OR DISCLOSED —✓ 24 X 60 LEASE UNIT '' II-2b-o1l o TO OTHERS EXCEPT AS AUTHORIZED BY THE �� INous7erC5,x.G. Drawn By N5 E= I- as• DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. P.O.BOX 489■AUMSVILLE,OR 97325-0689 OR.,WA., ID. Modspace 07 BLMP-03 A5 Start Data: 10-26-01 I. 0 0 N_ K BERC CLIPS r SUSPENDED T-BAR CEILING GRID (SEE DETAIL 1/M-1) • 0 o 021_ 00 0 �o BERC2 CLIP -- POP RIVET -a - --- . _. ____ - —_ — 0 • i IZ ' O I O O LOl� i o� CROSS TEE , CROSS TEE —— P. I. L 2 x 2 RETURN 2 x 4 FLUORESCENT L2 x 2 SUPPLY `110 cfm EXHAUST FAN #8 x 1/2" ROUND WASHER AIR GRILLE TROFFER AIR DIFFUSER w/GRAVITY DAMPER HEAD TEK SCREW (SELF- TAPPING) WALL ANGLE NOTE: SCREW IS NOT REFLECTED CEILING PLAN WALL ANGLE TIGHTENED DOWN AGAINST BERC2 CLIP UNATTACHED WALL ATTACHED WALL (TWO ADJACENT WALLS) (TWO ADJACENT WALLS) MECHANICAL NOTES: SEISMIC BERC2. CLIP 1. DUCT MATERIAL IS 26 GA. GALV. AND FLEX DUCT.- "DUCTWORK SHALL BE SUPPORTED PER IMC CHAPTER 6. -FACTORY INSTALLED AT TWO ADJACENT WALLS. , -SCREW TIGHTENED FOR SHIPPING IN ROOMS WHERE 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE CEILING CROSSES MOD LINE, LOOSEN SCREW ON SITE BY SET UP CREW DEVELOPMENT OF 50 PER IMC CHAPTER 6. 3. SEAL TRANSVERSE JOINTS IN ACCORDANCE WITH IMC CHAPTER 6. 1 4. IF ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEN THEY SEISMIC ATTACHMENT AT WALLS SHALL COMPLY WITH IMC CHAPTER 6. [ARMSTRONG SEISMIC 'Rx SUSPENSION 5. 8" DIFFUSERS w/ MANUAL DAMPERS, TYPICAL.. SYSTEM (ESR me)] 6. MINIMUM 200 CFM OUTSIDE AIR REQUIRED PER OMSC CHAPTER 4 AND WS VIAQC CHAPTER 3 AND TABLE 3-4. 7. ELECTRIC RESISTANCE HEAT NOT ALLOWED. 8. THE BUILT-IN ECONOMIZER SYSTEM IS INTERNALLY MOUNTED BEHIND THE SERVICE DOOR AND ALLOWS UP TO 100%%% OUTSIDE AIR THRU THE AIR INLET OPENINGS. IT INCLUDES A BUILT-IN EXHAUST AIR DAMPER. THE ECONOMIZER IS 2. DESIGNED TO PROVIDE "FREE COOLING" WHEN THE OUTSIDE AIR TEMPERATURE IS ai COOL ENOUGH TO PROVIDE NEEDED COOLING WITHOUT USING THE COMPRESSOR. H THIS IN TURN PROVIDES LOWER OPERATING COSTS, WHILE EXTENDING THE LIFE OF u THE COMPRESSOR. 0 I0 0 0 P 4 TON 15 kW Pi HEAT PUMP 1635 EeMAX SP35- w/ EON MAX. �, ECONOMIZER r, o INSTANTANEOUS 4" 'P6 WATER HEATER �`' 6. TANKLESS .6' r P.L. WAINSCOT y 12_1p —1'2-72 40" n 10-8-8 00r. U' �.�9 1 iF1 ��[� N , 42.. 12,. 7 I= I I J 11 , ......kl II oO11111 / a z PLENUM FLEXDUC7 ISOLATION ✓ n o O I a 'coz_ M ¢ o M 3 #PWSO42 SLEEVES v a tit \ \ I. MECHANICAL PLAN w/ cfm EXHAUST FAN 36" MAX. GRAVITY DAMPER 1 1 18" 42" 15" / 60" PL WAINSCOT c a MIN. CLEAR a / 1/8" = 1'-0" QTY. SIZE DESCRIPTION A RESTROOM ELEVATION e RESTROOM ELEVATION H.V.A.C. 1 4 TON I15 kW BARD WALL HUNG HEAT PUMP WITH ECONOMIZER m7- M-1 3/8" = 1-0" M-1 3/8" - 1 -0" THERMOSTAT 1 WHITE RODGERS #IF93-380 w / /MICROPROCESSOR- 7 DAY PROGRAMMABLE 0, AUTOMATIC SETBACK-DEADBAND CONTROL • 11-2047 AMOVED ITVAG 6"TO THE1100UNE 145 COP RIGHT T2L 7,IS THE AZER EXINDULUSIE STRIES, INC. • MOBILE Q�-/Gi'for: �1ove for '(1_10_0-7 Job No: 16437-48 o OF BLAZER INDUSTRIES,INC.AND SHALL ••• File Copy: 0 NOT BE REPRODUCED,USED,OR DISCLOSED 24 X BO LEASE UNIT 5 P 4l-2.1,-.o-, Mim oTO OTHERS EXCEPT AS AUTHORIZED BY THE �� tNwsmre�'ati, OR.,WA.,ID. MOOS Drawn By N5 0 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. El P.O.BOX 489■AUMSVILLE,OR 97325-0489 pace 07 BLMP-03 A5 stmt Date: 10-26-07 0 W 3" VTR 01L EeMAX SP35 240 VOLT LAV 1\ 1 /3" C.O. LI H—WC LAV 4 t 1% H—WC 3/4 GATE & DRAIN VALVE 6 rJ WATER PIPING: 3" WASTE DROP — FIXTURE UNITS .5 — DEVELOPED LENGTH. .15' — ELEVATION DIFFERENCE. .0' DRAINAGE AND VENT PIPING: — STREET PRESSURE 46 to 60 — FIXTURE UNITS. .7 — METER SIZE 3/4" — SIZE OF BUILDING DRAIN. .3" — BUILDING SUPPLY SIZE .3/4" — AGGREGATE AREA 7.068 GENERAL NOTES: GENERAL NOTES: — OREGON: SIZED TO UPC 1-2003, WITH 2005 — OREGON: SIZED TO UPC 1-2003, WITH 2005 AMENDMENTS. AMENDMENTS. WASHINGTON: SIZED TO UPC 2006, WITH 2006 WASHINGTON: SIZED TO UPC 2006, WITH 2006 AMENDMENTS. AMENDMENTS. — POTABLE WATER MATERIAL — COPPER OR AQUAPEX — D.W.V. MATERIAL — P.V.C. — ANGLE STOP AND SUPPLY ON ACCESSIBLE — P—TRAPS ON ACCESSIBLE FIXTURES INSULATED. FIXTURES SHALL BE INSULATED. ra — CONTINUATION OF WASTE LINE DONE ON SITE — CONTINUATION OF WATER MAIN DONE ON SITE BY y BY OTHERS. OTHERS. v 8 x 0 0 P PLUMBING FIXTURE SCHEDULE QTY FIXTURE DESCRIPTION ry I 1 HC WATER CLOSETS—right GERBER 21-718R 1.6 GPF `n I 1 LAVATORY SINK—wall GERBER 12-314 0 g I 1 FAUCET— H—Lav A/S 2385.404 2.2 GPM a I 1 WATER HEATER EEMAX SP35 240 VOLT 0 or - 3 c au v PLUMBING SCHEMATICS $ DATA I z a Job: I G437-45 07 C�I.MI9 -O5 I E 107 BLIVIP.03 ADDENDUM A5 1+ COPYRIGHT 2007,BLAZER INDUSTRIES,INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY • MOBILE OFF/GE for. Approved for yY tI--IS_0'1 dab No: 16437-48 0OF F- NOT BEER REPRODUCED,DUUSED, AND IICL U. 24 X 6O LEASE UNIT �� Go NOT USED,OR DISCLOSED �� Copy: �/f, I0-3o-oi N. L. TO OTHERS EXCEPT AS AUTHORIZED BY THE rnouSrRxs,mc Draw.,By. N ' Pm N DATE REVISION IBY WRITTEN PERMISSION OF BLAZER INDUSTRIES. 0 P.O.BOX 489■AUMSVILLE,OR 97325-0489 OR.,WA., ID. Modspace Sias-Mate: 10-26-07