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Plans (55) o0z 40'-0" / / 13'-8" 24'-0" 34'-0" / / / 45111 I t (----1--; 1,--,----.4p- ..----,,--, 15726 15720 O 15728 15722 =-- 15724 '�HCRR / VINYL • r I ® 1 1 1 B , I PL WAINSCOT ` A , ' AT 4'-0" AFF %, ,,\" I``` n GENERAL OFFICE 2x6 WALL I 1/2" SPACE lo 2, Mk m .- SE'S i� i � O 1, ( i - - - - - - - - - - --+-s—)-- - - - f N b _ �cs-(,4„4_ ryio - `,� Iv(' I 28' 0' �O in 14"x 14" AI _ 1 R.A.G. IM 20" A.F.F. _ TYP. OF 2 15727 15721 15729 15723 15725 0 - �. , . e 16'-0" / 24'-0" / 34'-0" / /n a FLOOR PLAN 1/4" = 1'-0" oQ 01 3 g8 d o- 820 2 3-22 u QTY. SIZE DESCRIPTION LOCK REMARKS ��ED PRo g�ONALE '6- ca DOORS INSULATED GALV. STEEL SS-BBH NRP HINGES �`'��t�GINEF,Q s'A F wasg� O�PEG\srEgFo/y�� *REQUIRES SIGN ABOVEOi 1 3o 68 w/ WELDED STEEL JAMB *B660P PAINT FINISH 19300PE `;hr/I h0.4r' ,� �' 9086 cm DOOR "THIS DOOR TO & WEATHERSTRIPPING DEADBOLT LCN 1461 CLOSER y W p REMAIN UNLOCKED WHEN DEFAULT .60 U-FACTOR PULL/PULL O SON ~ 'S BUILDING IS OCCUPIED m o s HOLLOWCORE VINYLWRAP LC2276 STANDARD HINGES ✓G 9, sp �o o *INSTALL BELOWPUULL HANDLES EADBOLTS O 1 3 6 w/ WOOD JAMB PRIVACY VWCO FINISH AO CY 16 19 p�� BPQISe06R�9 tiY J qTF pF\OP (G N OCCUPANCY INDICATOR c'/;(4f. SHE�� �SSIpNAy E�G� c�M. SHE�� WINDOWS 6 48 x 36 ATRIUM-HORIZ. SLIDE - DUAL GLAZE - LOW "E" - WHITE VINYL FINISH 1 EXPIRES: 6/30/2008 I g SOLAR BRONZE TINT- NFRC .36 U-FACTOR- SHADING COEFFICIENT .38 EXPIRES: 7/14/2008 3 2 COPYRIGHT 2007,BLAZER INDUSTRIES,INC. F THIS MATERIAL IS THE EXCLUSIVE PROPERTY • MOBILE O �IGr for; Approved for Cons d3 a(?-flI fob No: 15720-29 OF BLAZER INDUSTRIES,INC.AND SHALL •■ LEASE UNIT F'�°°p" NOT BE REPRODUCED,USED,OR DISCLOSED 24 x 40 vP 03-23-07 o TO OTHERS EXCEPT AS AUTHORIZED BY THE �� wou9rRres,AC. Drawn By. N5 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. �� P.O.BOX 489■AUMsvILLE,OR 97325-0489 OR.,WA., ID. Pacific Mobile 07 BLMP-08 siert Date: 03-14-07 y . . FASTENING SCHEDULE MATERIAL LIST WALLS: .ii•...imii..i•m••mm••i..•.••..m.••.••m••ii•m•.i•mmm•Iimm.mm.•iim......____,. EL4013. 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) VW SHEETROCK SENCO P15 STAPLES & GLUE ROOFING. .PABCO 30 YEAR ARCHITECTURAL COMP. CLASS "A" BOTTOM BOARD-TO-JOIST 16 ga. x 3/8" WOE CROWN ®12" MAX. EDGES ONLY OVER 2 LAYERS OF NON-PERFORATED 15#BOTTOM PLATE-TO-FLOOR 0.131" x 3" NAILS ®8" oc. (SENCO KC27 OR EQUAL) FLOOR DECKING-TO-2x JOIST 113" x 2 3/8" RING SHANK ®6" EDGE, 12" IN FIELD. -HIGH FWILT DAAPPLDICATION- (SENCO SHINGLE FASHION. SMARTSIDE SIDING-TO-STUD ©SIDEWALL 0.099 x 2 1/4" GALV NAILS ®6" EDGE, 12" IN FIELD (SENCO GE-24). USE CONSTRUCTION ADHESIVE (AFG01) ON JOISTS WIND APPLICATON- ALL EDGES SUPPORTED BY(EX FRAMING CEPT EOR"BLOCKINGTO. & BOTTOM) SHEATHING 7/16" A.P.A. RATED (24/16) SMARTSIDE SIDING-TO-STUD ®ENDWALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS. SAM FRAMING 2 x 10 D.F. #2 RAFTERS ®24" oc ®12" (SENCO KC27 OR EQUAL) RIM-TO-RAFTERS MIN. OF 5- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) RIDGEBEAM. .1 1/2" x 24" MICROLLAM CONTIN. (LVL 2.OE) THREE STUD CORNER CONNECTION 0.131" x 3" NAILS (2- TOP RIM TO RAFTER, 3- MICRO RIM TO RAFTER) CAULK CORNER STUDS FROM FLOOR TO CEILING ROOF RIM-TO-TOP PLATE 0.131" x 3" NAILS ®8" oc. (SENCO KC27 OR EQUAL) LEDGERS 2 x 4 TAPER CUT LEDGER-TO-RIDGEBEAM 0.131" x 3" NAILS ®3" oc & 3 ®BUTT JOINTS (SENCO KC27 OR EQUAL) RIMS. 2 x 6 CONTINUOUS MICROLLAM (LVL 2.OE) RAFTER-TO-RIDGEBEAM 4- 0.131" x 3" NAILS(SENCO KC27 OR EQUAL) w/2 x 4 VENT RIM SHEATHING-TO-ROOF MEMBERS 16 ga. x 1 3/4" STAPLES ®6" EDGE, 12" IN FIELD (SENCO N19) INSULATION. .R-30 CELLULOSE BLOW-IN NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. CEILING. .SUSPENDED T-BAR (PER IBC STD. 803.9.1.1) OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24" VENTING .EAVE AND RIDGE MARRIAGE UNE CONNECTION; NOTE: ALL MARRIAGE LINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) WALLS: MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. SIDING. .7/16"LP SMARTSIDE PANEL T1-11 w/GROOVES®8"oc RIDGEBEAMS 1/2" BOLTS w/1 1/2" DIA. WASHERS ®6'-0" oc AND 8" FROM EACH END (MINIMUM 2"EDGE DISTANCE) FASCIA. .1 x 6 PRIME TRIM RIM JOISTS 1/2" BOLTS w/1 1/2" DIA. WASHERS ®4'-0" oc AND 8" FROM EACH END TRIM. .1 x 4 PRIME TRIM ®CORNERS /WINDOWS / (MINIMUM 2"EDGE DISTANCE) DOORS AND MOD LINE FRAMING EXT:2 x 4 D.F. "STANDARD" or "STUD" or BETTER STUDS®16" oc INT:2 x 4 D except 2F x 6 AT PLUMBINGWALL IYYY� J TOP PLATE. .2 x 4 DF.4 CONTINUOUS MICROLLAM (LVL 2.0E) \ \ 12 T I BOTTOM PLATE..... •00' .2 z A LU26 HANGERS AT ALL RAFTERS ; 2 OVER DOOR AND WINDOW OPENINGS WITHAla f INSULATION R-13 FIBERGLASS BATT 6- 10d x i� NAILS INTO _ _- � �_�_,1MICROLLAM ROOF RIM �- t����� (pito" _ ® INTERIOR FINISH 5/8" INSCO RPE SCORE ICK AND N PL WAINSCOT PER CODE IN RESTROOM L � at il' RIDGEBEAM B�[,CING SKIRTING PREP ONLY „c-- 'e SEE DETAIL/ \ 111 'eft 0♦sk ROOFCAUL K RIM/AT�' ��,�0 # FLOOR: TOP PLATE COVERING..RR ONLY:STOCK SHEET VINYL FLAME SPREAD ALL ELSE 26oz OLEFIN CARPET w/T-MOLD ®MOD LINE IS 25 OR LESS DECKING. .1st:23/32" A.P.A. RATED STURD-I-FLOOR 2nd:1/4" ARAUCOPLY AT RESTROOM AROUND • CAULK FRAMING. .2 x 8 D.F. #2 JOISTS ®16" oc WINDOWS = ONE DRY CUP PERM VAPOR BARRIER ON THE WARM SIDE, RIMS 2 x 8 CONTINUOUS MICROLLAM (LVL 2.OE) TYPICAL THRU-OUT BUILDING. w a INSULATION. R-25 FIBERGLASS BATT v BOTTOM COVER CLASS"A" Q I o r CAULK WALL CORNERS FROM i-, TYPE. TOP TO BOTTOM FRAME: «N T .CONVENTIONAL(NO OUTRIGGERS, BUT WITH FULL LENGTH~ Q MEMS RS)RONT&REAR C-CHANNEL CROSS N AT Ns FLOORLRIM/ « - ® MAIN RAIL. .10" JR. I-BEAM es CAUQ BOTTOM PLATE we m 3 -oo �* ow 1111, 11nI R 1n/1n/`n�R,/�/ su AXLES 3- BRAKE WITH 8:00 x 14.5 14 PLY TIRES \ \ �, / HITCH DETACHABLE t 1 FASTENING REQUIREMENTS: I i ���# ; * FLOOR JOIST TO I-BEAM 5/16" x 3" LAGS ®32" oc 1000 (ALTERNATE SIDE TO SIDE OF EACH I-BEAM) 0 ^ END CROSSMEMBER CONNECTION TO END RIM JOIST... 1/2„ (5) 5/16" x 3" LAGS PER MODULE. u / 994" 1. SPACE 991, -23^fl 11'-10" t�Fi FS s$\ONAL Fey 7 4. ED PROF 11' 10" / �NGINFF�S'/ wAsp OF P,°1SiEgF��YF � 19300PEvy �{y'� S E C T IO A I — A A �: }= 9086 2m O EGON 1/2" = 1'-0" 'V '0 Y 15.199N.v '��+�ep�s576„ ,,,,;,',ti9 C9TF OF 10 ��" a KM.SHED s`r'ONAL E1,G ir M. SNE I EXPIRES: 6/30/2008 ° 323 07 A UPDA7`J me[L26 FIM GE,P NOTE I EXPIRES: 7/14/2008 p` N5 COPYRIGHT 2007,BLAZER INDUSTRIES,INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY • MOBILE O r/G for, Approved for Con.8_, Jon No 15720-29 b OP BLAZER INDUSTRIES,INC.AND SHALL ■■ - 03-30��-Z NOT BE REPRODUCED,USED,OR DISCLOSED 24 x 40 LEASE UNIT File CopySpcB^•L3-O REVISION TO OTHERS EXCEPT AS AUTHORIZED BY THE �". rNourzie,bAG. Drawn BE N5 7 -� y DATE BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. MI P.O.Box 489■AUMSVILLE,OR 97325-0,89 OR.,WA., ID. Pacific Mobile 07 BLMP-08 Start Date: 03-14-07 ) TI .„ �mnlni11mma nnmmunm I�mmnl ni inl. . luminnnminnmomi n mn`, m mmmnnlmnlmn, , l immmin minor nm111m�mmmll�mmmlll•mllllinli Imm niononlnnslum inimm mmminnuansetwo mnu noxi mminnimi 1 11 , i 1 Imnm ■1 in 1 anmn IIl 1 1 q I I!I 1 1 1 I I 1 I II I 11 1 1 1 I II I I I. I I ,I I II I I II I II I II I 1 N , ..._..........._..._ .. ........r_. ...._...... _.. ............_._....._... _._._...._..r..... ..... r ._ .._.. ._....._...._._r.. FINISH FLOOR LINE BOTTOM OF FLOOR JOIST WALL IIC11 ELEVATION ST2215 STRAP w/ SIX 10d x 1 1/2" NAILS AT EACH END OF EACH STRAP. P . N,5 �n �1111,atai111'mll�lll' ' lirt . iii�i111�11i 1� \InIeirta' T1rifil1�111ii '1 I hi' I1I''' ' 1 LI , [11 0 --ALJ-__,_i__,_ ___-_-,--'---- - - - ST2215 STRAP w/ SIX 10d x 1 1/2" NAILS AT EACH END OF EACH STRAP. WALL "A" ELEVATION 1/4" = 1'-0" ,. c., P P P P 0:N ,....0111111111illusaimm.-__ ,,,.,„„....osw"''''''''"°"......1 . . i-:--i 1 "' TYPICAL ENDWALL FASTENING: . a 3 1. INSTALL '/Is' SMARTSIDE SIDING WITH III 0 a ALL EDGES SUPPORTED AND FASTEN w/ 0.099 x 24" NAILS AT 4" oc EDGE, 12" IN FIELD. • cva m 111 6011 ® 2. USE ST2215 STRAPS WHERE SHOWN 16 O i, WITH (7)N 1Od x S NAILS AT 3-22-07 EACH END OF EACH STRAP. I _.. ....._.r ._... _...... ... .r._ ... .. ... ......_____.._... _ ELEPRtis $ ONAL /Y GIS I 75 ����19300PE s�,;,o4r4v . 4",,hc� ;9 E FO yFF TAG LOCATION TAG LOCATION rn — 114 9086 '0 OREGON m 'Pp�l y 15,ya . .,t.,4, 35006 9}wY+CgTf OF yoP��,�� WALL "1 " ELEVATION WALL "2" ELEVATION pkM.SHE�� 9STONALE�Ol �M. SNE of 1/4" = 1'-0" 1/4" = 1,-0 i EXPIRES: 6/302IEXPIRES: 7/14/2008 3 O COPYRIGHT2007,BLAZERINDUSTRIES,INC. • MOBILE OFFICE for; Approved for Coni�•,, Job No: 15720-29 THIS MATERIAL IS THE EXCLUSNE PROPERTY X 05-3P-01 — Q OF BLAZER INDUSTRIES,INC.AND SHALL ■■ 24X4,0 File Copy: �7 03�0-3-47 _ NOT BE REPRODUCED,USED,OR DISCLOSED n� LEASE UNIT io TO OTHERS EXCEPT NOFAUTHORIZED INDYTRI rNouSOR.,WA., ID. Pacific Mobile 07BLMP-08 start Dee: 03-14-07 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. a P.O.BOX 489■AUNSVuiE,OR 97325-0489 - RIDGEBEAM I GMBCROLLAM or Is 1" 1" Ya x 6"x 9" 13" "I"I ST2215 WITH �M VI - UPLIFT PLATE mr �6 r ILII MICROLLAM 4— 10d x 1Yz" 801 NAILS EACH END EXTEND ONE STUD UP ALONG re RIDGEBEAM RIDGEBEAM AND FASTEN WITH VII GABLE END RAFTER 6— 0.131" x 3" NAILS OR EQUAL 1 li �IIMIE r1111•11111STRAP VIII SIMPSON ST2215 OR EQUAL. 3/<"x 3Yz"x 9" ' DIAMETER BOLT 111111 IIIIII USE 9— tOd x 1Yz" NAILS I 3 "I3 SEES BEARING PLATEnunomi EACH END OF STRAP. �s nil Inm_ WITH %'' DIA. WASHER i WELDING: G.M.A.W. — AWS A5.18 w Y2" SPACER F.C.A.W. — AWS A5.20 m li w G7 END COLUMN I ALL WELDS TO BE SINGLE PASS E USE TRIPLE 2 x 4 D.F.#2 "STANDARD.' - FILLET BY CERTIFIED WELDER TO FASTEN STUDS TOGETHER WITH r� A.W.S. D1.1 CODE. V 3 CHORD SPLICE DETAIL „���„" A STEEL TUBE DOUBLE ROW OF 0.131" x 3" ..�� T 46KSI STEEL TUBE 3"x BE NAILS OR EQUAL AT 8" oc. A36 STEEL PLATE COLUMN 1W' = 1•-0" NAILS TO BE ANGLED SLIGHTLY TO PREVENT NAIL PENETRATION THRU SIMPSON SDSt 4x1 SCREWS (TOP) NEXT COLUMN STUD. SIMPSON SDS1/4x3" SCREWS (BOTTOM) :: I— (DRILL " HOLES) i\— '' "11 I OPTION: %" A307 CARRIAGE BOLTS (3 TOP, 2 BOTTOM) (DRILL 1715" HOLES) ADD TIGHT FIT 2 x 4 BLOCKING TO NEXT STUD AT WALL THIRD POINTS. 3'4" x 372" x 9" TIGHT FIT 2 x 6 BEARING PLATE BLOCKING WITH 346"13 SIDES 4— 0.131" x 3" NAILS Yz" SPACE, CONT. STRAP Y4" x 372" x 5" EACH END. __ /' SIMPSON ST2215 OR EQUAL UPLIFT PLATE II \ USE 9— 10d x 172" NAILS _ M EACH END OF STRAP. wilr �Hu�N' 2 x 8 \ PUHA FLOOR i "Z" FLASHING MICROLLAM RIM JOIST LFIII'� JOIST III SKIRTING PREP. RIM JOIST III! uH 111 1Ys" MICROLLAM �;" FLOOR JOIST 1•• Ill 1" 3" TIGHT FIT MICROLLAM f FASTENED WITH 111 BLOCKING INSULATION REQUIRED 6d DUPLEX NAILS. 345", tINSTALLED ON SITE 12• FASTENER SCHEDULE ADD TIGHT FIT BLOCKING UNDER NAIL SIZE QTY LOCATION COLUMN FOR FULL BEARING. 0.131" x 3" 5 EACH END 0.131" x 3" 2 ROWS TO RIM 1 AT° 4 FLOOR DETAIL EC324 — END COLUMN DETAIL — TRIPLE 2 x 4 2 ICSTL—MKC: INTERIOR COLUMN DETAIL 1th" = 1•-0" VENT SCREEN 16 GA. x 13/4" STAPLES AT 4"± oc. MICROLLAM RIDGEBEAM---...„,....1 12— 15 GA. x 2W" STAPLES FASTEN SHEATHING TO VENT FASTEN 2 x 2 x 20" VENT EXCEPT AT VENT HOLES (6 DRIVEN EACH WAY) BLOCKS WITH 16 GA. x 13/4" BLOCKS 24" oc. TO RIDGEBEAM 2 x 4 TOP ROOF RIM WITH t� STAPLES AT 4" oc. WITH 0.131" x 3" NAILS 2— 2Ys"0 HOLES AT EACH BAY AT 5" oc. MAX. ✓F%i� %" x 3" x 22" SHEATHING i11 RAFTER s�lq WITH 16 GA. x 17" STAPLES 11.1,010 '/ �IIoII1pAT 3" oc INTO EACH RIM LSTA24 STRAP BENT OVER 'I `WI 2 x 4 x 17" SPACER BLOCKS BRACE w/ SIX 10d x 1)c RAFTER RAFTER 4IIIIIINAILS TO BRACE AND SIX BOTTOM ROOF RIMI� i x 6 FASCIA Q10d x 172" NAILS TO BEAM e>Ilil�l2 x 4 D.F. BRACES 11III�1AT EACH RAFTER VAPOR BARRIERSIDING NAILS AT 4" oc.g^ �I�II� AS SHOWN BELOW. , GLUED BEARING WEDGE H SIDING h. \ 1I1II1 INSULATION 3 (9' PANELS CUT TO FIT) N OF EXTRA BOLTS d' IIIIII • ADD BRACES AT 8'-0" oc. co IN COLUMN AREA. \ 111111 NOT REQUIRED, 7 MANUFACTURER'S OPTION. tT BRACES REQ'D 22' * 18' ONE DRY CUP PERM } ' —• 7 EAVE DETAIL A 0 VAPOR BARRIER U YZ' SPACER '41 • a SITE WORK: OD PROFS Sg10NAL EN 0 T A A 1. INSTALL RIDGEVENT WITH 1" GALV. SCREWS AT 12"oc. EACH SIDE. ^5c�aGINEF SI'.,X WAS C3 PEGISTERFOct O h" BOLTS AT 2', 5' AND 8' 2. INSTALL INSULATION AT MARRIAGE LINE. ko R 4! o� kr4l ! /3 W. EACH SIDE OF COLUMN 'B' & 'C' 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE, 2 MIL. MIN. 19310PE vl►� °,,i;•'' F- C �� � i s o a (CLOSE—UP PLASTIC SUPPLIED WITH BUILDING MAY BE USED). 9086 COL. A COL B COL C OREGON c D 'Po,,,e, 4'.. •.o'�tot3 ,0o1 'Y'C, TE ofIOP`S 5 RIDGEBEAM BRACING DETAIL— 24" 6 RIDGE DETAIL KM.sNE� �ysIONALE�G �M• SNE 0 I EXPIRES: 6/30/2008'EXPIRES: 7/14/2008 N rn 9-29-07 AU1DATEDCAVEDErNL N5 COPYRIGHT 2007,BLAZER INDUSTRIES,INC. • MOBILE Approved PPro`ied for Copt,05-�'0'1 Job No: 15720-29 • THIS MATERIAL IS THE EXCLUSIVE PROPERTY O �G� for; p OF BLAZER INDUSTRIES,INC.AND SHALL ■■ ��- 24 x 40 LEASE UNIT F'��°�' s 4 p NOT BE REPRODUCED,USED,OR DISCLOSED P 0 ...2.3-07 ~o TO OTHERS EXCEPT AS AUTHORIZED BY THE Mil inDUrrirs.mc Drawn By: N5 A I, Q DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. jj P.O.BOX 489■AUMOV!uF,CR 97325-0489 OR.,WA., ID. Pacific Mobile 07 BLMP-08 Start Date: 0>14-07 0 0 CJ FFn E COPY • 110 cfm EXHAUST FAN SUSPENDED T-BAR CEILING GRID w/GRAVITY DAMPER El O * \ \ O O O O - P.L. WAINSCOT ,Ay ri 40" 12" 42" i L _ _ _ _ _ _ -, i .... \ o \ - I � O 11 — \ m 0 — I; W irilV roa 36" MAX. 15" ME 18" MIN. CLEAR -2 x 4 FLUORESCENT TROFFER 2 x 2 SUPPLY AIR DIFFUSER d RESTROOM ELEVATION o RESTROOM ELEVATION REFLECTED CEILING PLAN W 3/8" = 1'-0" W 3/8" = 1'-0" 1/8" = 1'-0" MECHANICAL NOTES: 3" VTR Al' 1. DUCT MATERIAL IS 26 GA. GALV. AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER IMC CHAPTER 6, SECTION 603. 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE DEVELOPMENT OF 50 PER IMC CHAPTER 6, SECTION 602. / /1 % GATE VALVE 3. SEAL TRANSVERSE JOINTS IN ACCORDANCE WITH IMC CHAPTER 6, SECTION 603. // I / 4. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, rI \ THEY SHALL COMPLY WITH IMC CHAPTER 6. 3" C.O.\ 13 /I \II � LAV I /'.i LAV 5. 8" DIFFUSERS WITH MANUAL DAMPERS. Hs WC I 1 6. MINIMUM 180 CFMs OUTSIDE AIR REQUIRED PER WS VIAQC CHAPTER 3• V/ 3 AND TABLE 3-4. �1* *RELIEF--- 7. SINGLE PACKAGE UNITARY FAN COOLING UNITS HAVING A UNE H-WC TOTAL COOLING CAPACITY OF GREATER THAN 4 20,000 Btu/h REQUIRE ECONOMIZERS PER WSEC 1423. /r.�34 8. THE BUILT-IN ECONOMIZER SYSTEM IS INTERNALLY MOUNTED BEHIND THE SERVICE 3"WASTE STUB 34 GATE&DRAIN VALVE DOOR AND ALLOWS UP TO 1007 OUTSIDE AIR THRU THE AIR INLET OPENINGS. IT INCLUDES A BUILT-IN EXHAUST AIR DAMPER. THE ECONOMIZER IS DESIGNED ' TO PROVIDE "FREE COOLING" WHEN THE OUYSIDE AIR TEMPERATURE IS COOL - ENOUGH TO PROVIDE NEEDED COOLING WITHOUT USING THE COMPRESSOR. DRAINAGE AND VENT PIPING: WATER PIPING: THIS IN TURN PROVIDES LOWER OPERATING COSTS, WHILE EXTENDING THE LIFE OF THE COMPRESSOR. FIXTURE UNITS 7 - FIXTURE UNITS 5 9. ELECTRIC RESISTANCE HEAT NOT ALLOWED WHILE HEAT PUMP IS OPERATIONAL. - SIZE OF BUILDING DRAIN 3" - DEVELOPED LENGTH 15' 1/ cfm EXHAUST FAN - AGGREGATE AREA 7.068 - ELEVATION DIFFERENCE. .0' w/GRAVITY DAMPER - STREET PRESSURE 46 TO 60 �$ GENERAL NOTES: - METER SIZE. .3/4" N - BUILDING SUPPLY SIZE. 3/4" 3TON HEEATIPUMP o - D.W.V. MATERIAL - P.V.C. M - P-TRAPS ON ACCESSIBLE FIXTURES INSULATED. GENERAL NOTES: 1285 cfm MAX. w/ ECONOMIZER 0. A - CONTINUATION OF WASTE LINE DONE - POTABLE WATER MATERIAL - COPPER OR AQUAPEX m ON SITE BY OTHERS - HOT WATER LINES INSULA fED WITH 1". -- _ rn - PLUMBING APPLIANCE - NONE - ANGLE STOP AND SUPPLY ON ACCESSIBLE II 12 Li2-10-8 10-8-8 3 FIXTURES SHALL BE INSULATED. 12 12-1 - 10 10-8-8 ga PLUMBING FIXTURE SCHEDULE - HAMMER ARRESTORS INSTALLED TO UPC 609.10 Ela QTY FIXTURE DESCRIPTION - CONTINUATION OF WATER MAIN DONE PLENUM m 1 HC WATER CLOSETS-right GERBER 21-718R ON SITE BY OTHERS #PWS015 0 1 LAVATORY SINK-wall GERBER-12-314 I - )1.RELIEF LINE EXTENDED TO DAYLIGHT ON SITE BY 1 FAUCET-lay A/S 2385.404 OTHERS. MECHANICAL PLAN 0 1 WATER HEATER RUUD PEP2-1 - WATER HEATER MOUNTED ON WALL IN RESTROOM 1/8" = 1'-0" 0) ABOVE TOILET. QTY. SIZE DESCRIPTION PLUMBING SCHEMATICS $ DATA Y H.V.A.C. 1 3 TON 15 kW BARD WALL HUNG HEAT PUMP WITH ECONOMIZER INDOOR THERMOSTAT 1 WHITE RODGERS #IF93-380 AUTOMATIC RSE BACK- DEA BAND OCONTROLBLE a Job: 24 x 40 Office (07 PLMP-08) prawn bu Paul OUTDOOR THERMOSTAT 1 CMH-14 o COPYRIGHT 2007,BLAZER INDUSTRIES,INC. • MOBILE ` - Approved for Job No: 15720-29 O THIS MATERIAL IS THE EXCLUSIVE PROPERTY OT7/c�/O� 43-30-0-7 p OF BLAZER INDUSTRIES,INC.AND SHALL ■■ File Copy: S _ NOT BE REPRODUCED,USED,OR DISCLOSED - za X ao LEASE UNIT tip o3-a3-o-rNi_l o TO OTHERS EXCEPT AS AUTHORIZED BY THE �� MDU5771e,NC, Drawn By: N5 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. •l P.O.Box 489■AUMSVILLE,OR 97325-0489 OR.,WA., ID. Pacific Mobile 07 BLMP-08 Sart Dam: 03-14-07 C • H.V.A.C. (MOTOR, COMPRESSOR, HEATER SIZES) OPERATION VOLTAGE 197 MIN. 253 MAX. COMPRESSOR 16.3 RLA 96 LRA INDOOR BLOWER FAN 2.2 FLA 1/3 H.P. , II OUTDOOR BLOWER FAN 1.5 FLA 1/5 H.P. II 1 HEAT STRIP 15 KVA \/ II ,/ II \ 40 1 MINIMUM CIRCUIT AMPS 83 AMPS MAXIMUM OVERCURRENT PROTECTION 90 AMPS OVERCURRENT PROTECTION- DUAL ELEMENT TIME DELAY FUSE II $ O A O A OR HACR CIRCUIT BREAKER �, A B * 10 KW IS THE MAXIMUM KW THAT CAN OPERATE WITHE HEAT PUMP ON. , ■ PANEL SCHEDULE = I -EA \ NOTE: ALL CONDUCTORS COPPER. 200 AMP PANEL SINGLE PHASE B A A A l CKT TRIP SIZE VOLT VOLT SIZEE TRIP CKT b'� DESCRIPTION DESCR*MON N0. AMPS SIZE AMPS 0 U AMPS AMPS N0. 1 WATER HEATER 20 12 1440 �� �� 7500 4 90 HEAT PUMP 2 ` II GFCI 3 SIGN CIRCUIT 20 12 1200 /\ 111/\ 7500 / / / 4 t.. I �414? - 5 2UGHTS 1440 20 12 900 a = ,{L _ 9 OUTLETS 20 12 1267IIII'.---N— 10 V / UU II Th—iII 1 3 11 1 2 �1 In�� 14 #1 15 ��I_�-• 1 _ 17 - 18 _ - - -- - - - - - - - - - B 19 n=n 20 _ - - - - _ 21 22 23 �� �� 24 �. ELECTRICAL PLAN REVIEW - — LOAD CALCULATIONS ,��-- _ VOLTAGE: 120/240 PHASE: 10 'GFi 7 TCONNECTED LOAD CALC. LOADA A ARAILe A %ALIGHTING #2 #5< II --� II _EXTERIOR 7 V.A. X 125% = 9 V.A. INTERIOR 880 V.A. X 125 7. = 1100 V.A. C 0 0 0 • EXIT V.A. X 125% __ V.A. �-� a. _ �/ EMERGENCY V.A. X 125 N = ___ V.A. #7 '1 II /\ II J` }I -'\ J TIME CLOCK __ V.A. X 125 7. _ ___ V.A. EXHAUST FANS 168 V.A. X 125 N = 210 V.A. RECEPTACLES NOTE: THRU 10,000 2160 V.A. X 100 N = 2160 V.A. ALL DEVICES AND FACE PLATES TO BE WHITE OVER 10,000 -__ V.A. X 50 7. = __ V.A. MOTORS, COMPR. TOTAL 528 V.A. X 100 N = 528 V.A. ELECTRICAL P LAN LARGEST (528) V.A. X 25 N = 132 V.A. HEATING * 15000 V.A. X 100 7 = 15000 V.A. 1/4" = 1'-0" L.L.J. WATER HEATER 1440 V.A. x 100 N = 1440 V.A. THIS PLAN IS NOT AN AS-BUILT •- SIGN CIRCUIT 1200 V.A. X 125 N = 1500 V.A. X 100 N = V.A. 0' V.A. X N = V.A. o ELECTRICAL SYMBOLS X N = _- V.A. HEIGHT TOTAL KVA 21.4 TOTAL KVA 22.1 SYMBOL DESCRIPTION TO TOP REMARKS § CONNECTED LOAD AMPS 92,0 fPr SINGLE POLE SIM TCH 48" 1440 V.A. p R-SWMTCH CALCULATED LOAD AMPS 89.1 DUPLEX RECEPT. 20" 180 V.A. EACH w QTY. SIZE DESCRIPTION NOTES: �G`GI GROUND FAULT RECEPT. 44" 180 V.A. EACH 3 �A CI WEATHER PROOF GFCI RECEPT. 20" 180 V.A. EACH 3 H.V.A.C. 1 3 TON 15 kW WALL HUNG HEAT PUMP WITH ECONOMIZER ONE-LINE-DIAGRAM 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS OT THERMOSTAT 48" TO TOP OF J-BOX w/MICROPROCESSOR- 7 OAY PROGRAMMABLE ARE MADE BY A PRESSURE TERMINAL, BY TAILING INDOOR THERMOSTAT 1 WHITE RODGERS #IF93-380 AUTOMATIC SETBACK- DEADBAND CONTROL OFF WITH SOLID CONDUCTORS OF OTHER APPROVED SO SIGN CIRCUIT 20" 1200 V.A. CUMULATIVE 200 OUTDOOR THERMOSTAT 1 CMH-14 MAINAB EAKERMP EL MEANS OF TERMINATION. PHONE/DATA 20" STUB ULPX&DOWN • n LD 120/240 10 2. ALL CONDUCTORS ARE COPPER; TYPE THHN. 1 O HVAC DISCONNECT O ELECTRICAL PANEL 1 200 AMP SINGLE PHASE- SERVICE UNDER- METALLIC RACEWAY SYSTEM 200 AMP FO PORCH LIGHT 84" 7 V.A. EACH '0 LIGHTING 10 2 x 4 TROFFER 3 T-8 TUBES w/ ELECTRONIC BALLAST 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. O. PHOTOCELL 84" i 1 7 WATT FLUORESCENT VANDAL RESISTANT LEX AN COVER ON 4 Co o 4. WIRING METHOD IN METALUC RACEWAY SYSTEM. EXHAUST FAN 110 cfm CEILING 68 V.A. EACH PHOTOCELL m BL G. FRAME 1,y1H) 2.5 GAL. WATER HEATER 1440 V.A. EACH c 2"PVC 5. LIGHTING CONFORMS TO WASHINGTON STATE ENERGY EXHAUST FAN 1 110 CFM IN RESTROOM #4 Cu • STUB DOWN BY BLAZER WATER TO 2- 3/0 Cu THHN CODE 51-11, CHAPTER 15. 24" x 48" TROFFER CEILING BLDG. FRAME — 3 T-8 NBA ELECT. BALLAST ' m WATER HEATER 1 2.5 GAL. IN RESTROOM ABOVE TOILET 1- 1/0 Cu THHN 88 V.A. EACH FIXTURE p — (WORE BYP. V.C. IF REQUIRED u OTHERS) 6. SERVICE ENTRANCE SLEEVE TO BE SCHEDULE 80 = POWER PANEL 72" Di COPYRIGHT 2007,BLAZER INDUSTRIES,INC. • Approved forD� THIS MATERIAL IS THE EXCLUSIVE PROPERTY MOBILE oFric for; Job No: 15720-29 0 OF BLAZER INDUSTRIES,INC.AND SHALL ■■ Q/�► 24 x 40 S DS-30-07 2LEASE UNIT Pile Copy�p E.I p NOT BE REPRODUCED,USED,OR DISCLOSED rl O'�^oZ3—O'7 o TO OTHERS EXCEPT AS AUTHORIZED BY THE 1111 TO Drawn By: N5 0 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. Ili P.O.Box 489■AUMSVILLE,OR 97325-0489 OR.,WA.,ID. Pacific Mobile 07 BLMP-08 Start Date: 0944-07 r- 0 0 N c • + II0 40' 0" END COLUMN / t/ / 3'-0"oc STEEL END MEMBER ��'.� 1111111 l IO\ \� TYP ® ®i® ® T® ®� 1FL1b®/11 6x8 x36" P.T. TIMBER I �p TIGHT FIT LEVELING SHIMS TIGHT-FIT LEVELING I BEAMERT® yLu ® ® R rr 3- 2 x 8 x 16" WOOD PADS SKIRT FRAMING SEE I 2x8 x16" WOOD PAD WEDGES ALL ACROSS o 3- 8 x 8 x 16 i I I 1 SIDEWALL SKIRTING DETAIL i CONCRETE BLOCKS 1 I I I CONCRETE BLOCKS 8x8 x16" CONCRETE BLOCK 1 11 1 28'-0" ilik' 3- 6x8x4'-O' 1 1 2 x 4 EA. SIDE rn / (3) P.T. 2x12 x24' over WITH 16d NAILS P.T. TIMBERS jig ,1 P.T. 2x12 x24" PT 2x12 x24" BLOCK TO EACH 6 x 8 a \I-BEAM .i-t�,1 ® ® ® ® E,'FT1 .HTI ® ro� (6) TOTAL I �II FASTENED w/ DOUBLE ROW OF 7- 6 x 8 x 4'-0" ��_��- ..t . 'SPACE IPI 4 P.T. TIMBERS ___ 16d TOE-NAILED 0 \�\C i - - - _ I - 7 ���" 10d GALV. BOX NAILS AT 8"oc. „"" TO EACH 6 x 8 ... �-h.�� i' , , _�_ • �� �'�TO EACH TIMBER \I-BEAM HMI y ® ® ® \® J ®'I(� fill ® �� GRADE o ® , NV= = 5'_0, ��I - IHIIITF IIIIII=III-I =111..111. .111. . i © TYP. r _ ®_� \ ANCHOR(TW.) -.` OPTION: 28" SQ. x 10" THICK CONCRETE FOOTING w/3 #4 REBAR EACH WAY. r.,\I-BEAM ID�� ®�® ®� al. ® ® �® ®� rIll ©\ \e\ W I END COLUMN FOOTING 2 INTERIOR COLUMN FOOTING <® 1" = 1'-0" OPTION: 42" SQ. x 10" THICK CONCRETE FOOTING 2'-O" 6'-4" 5'-4" 6'-4" 6'-4" 5'-4" 6'-4" 2'-0" w/5 #4 REBAR EACH WAY. / / / / / / / / ANCHOR SPACING(TYPICAL EACH SIDEWALL) NOTE: TIEDOWNS ARE SHOWN ANGLED FOR CLARITY. IN PRACTICE INSTALL PARALLEL TO FRAME RAILS. FOUNDATION PLAN MICROLLAM RIM JOIST !WWII < < 1,,,, = 1'-0" ;IIIe ,, GENERAL NOTES: I-BEAM 1. FOUNDATION SYSTEM IS ENGINEERED ONLY FOR USE WITH RELOCATABLE BUILDINGS MANUFACTURED 1 TIE-DOWN ANCHORS SHALLMil BY BLAZER INDUSTRIES, INC. PERIODIC INSPECTIONS FOR STRUCTURAL INTEGRITY ARE REQUIRED 2x4 048"o.c. BE ATTACHED TO -BEAM WEDGES ORSETTLED PIERS, P.T. TIMBER DETERIORATION, TIE-DOWNS,USING CERTIFIED (LOOSE LOOSE ETC.) gli GALVANIZED STRAPPING �D BY TIE-DOWN _� 2 x 8 x 16" SKIRTING PROVDEMANUFACTURER WOOD PAD 2. ROOF40 D4SOIGPS.F.LOA(SNOW) PIER BLOCKS WIND 110 M.P.H. EXPOSURE 'B' (3 SEC. GUSTS) 8 x 8 x 16 FLOOR 50 P.S.F. or 2000 LB. (PLUS 15 P.S.F. PARTITION LOAD) HOLLOW CONCRETE SEISMIC SITE CLASS D, SDS=1.0, SD1=0.75 CONT. P.T. 2x8 , 4. • 16 x 16 x 4" PRECAST CONCRETE PAD -ASSUMED SOIL ALLOWABLE BEARING PRESSURE....1500 P.S.F. 'in ,I 4. =III ISI III= =IIIIII-III- =III=III-II I III= 3. SOIL ALLOWABLE BEARING PRESSURE TO BE AS REQUIRED BY LOCAL BUILDING OFFICIAL. I�=� GRADE = ANCHORS AT Kit ANGLE. MUST BE 4. AT GRADE PERIMETER FOOTINGS TO BE ACCEPTABLE TO LOCAL BUILDING OFFICIAL. �II 'I u,I I INSTALLED BEFORE BUILDING IS SET. -I- - 5. OVERALL DIMENSIONS ARE FROM OUTSIDE OF 2 x 8 SKIRTING RIM TO 2 x 8 SKIRTING RIM. 3 SIDEWALL SKIRTING 4 I-BEAM BLOCKING &TIE-DOWN 6. USE 6 MIL. BLACK POLYETHYLENE UNDER ENTIRE BUILDING WITH JOINTS OVERLAPPED 12". 7. WOOD: - ALL WOOD SHALL BE H.F. or D.F. - ALL P.T. WOOD SHALL BE MARKED "SUITABLE FOR GROUND CONTACT". t - 2 x 12 x 24" P.T. WOOD FOOTINGS TO BE CUT TO LENGTH BEFORE PRESSURE TREATING. 11 ili o ill FLOOR JOISTS I1 8. MINIMUM CLEARANCE FROM BOTTOM OF FLOOR JOISTS TO GROUND TO BE 18". 3 22 ai Q 9. CONCRETE MASONRY UNIT (C.M.U.) MINIMUM NET COMPRESSIVE STRENGTH = 1350 P.S.I. ��ED PROFFS �SS�O��FN0 ����GINEF�s4: of wnsgj OF��G15TERFo�YvF BOLT-ON STRAP 10. PIER BLOCKS: r f% 4 P I-BEAM BLOCKS SHALL BE 8 x 8 x 16 C.M.U. 19300PE vl� CONNECTOR - ALL BLOCKS SHALL BE SET WITH CORES PLACED VERTICALLY. 1 ' 9086 F U? - A SINGLE STACK OF BLOCKS SHALL BE INSTALLED AT RIGHT ANGLES TO MARRIAGE OR GON r' m LINE AND MIDSPAN BEAM. i a3 HEIGHT OF STACK SHALL NOT EXCEED 3 BLOCKS. P�✓G<Y15,199 v • RtS7fi4e91YPCATEOFY�P�\�� $0 11. BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF A DOOR OPENING IN EXTERIOR WALL cKM.SHE�� �'ss?0NAL EAG k M. st.\ N 16 x 16 x 4" 1 ; THAT IS 6 FT. OR MORE WIDE. I EXPIRES: 6/30/2008 I o- PRECAST I EXPIRES: 7/14/2008 o CONCRETE PAD 60' MAX. 12. TIE-DOWN SYSTEM MUST BE INSTALLED BEFORE THE BUILDING MODULES ARE SET IN PLACE. • 'i J 13. TIE-DOWN ANCHORS: E-1-=1111- 71=1I�TiI- 1- -11 -ITL=TIT= —I =-=1IIII- - ANCHORS SHALL BE AUGER TYPE UNLESS NOTED OTHERWISE. U ��\ - USE ANCHORS, STRAPS & CONNECTORS WHICH INDIVIDUALLY HAVE MIN. ULTIMATE ra ANCHORS AT 60'± ANGLE. MUST BE CAPACITY OF 4725 lbs. AND MIN. INSTALLED WORKING CAPACITY OF 3150 lbs. N INSTALLED BEFORE BUILDING IS SET. - INSTALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. cm o - ANCHORS MUST BE PERIODICALLY TIGHTENED TO ASSURE CORRECT TENSION. —BEAM BLOCKING 14. THE AMOUNT OF VENTING REQUIRED IS DETERMINED BY DIVIDING THE SQUARE FOOTAGE OF THE co .,eBUILDING BY 1500. THE RESULT EQUALS THE NET SQUARE FOOTAGE OF VENTING REQUIRED. o0 5 & TIE—DOWN DETAIL DO NOT PLACE VENTS UNDER DOORS WHERE THEY MIGHT BE COVERED BY PORCHES OR DECKS. .2 ....- §c �D3-liD-D7 o O COPYRIGHT 2007,BLAZER INDUSTRIES,INC. • MOBILE ` ..t' Ci THIS MATERIAL IS THE EXCLUSIVE PROPERTY ��/� for; Approved Tor Covet Job No: 15720-29 El - - _ - - -- - OF BLAZER INDUSTRIES,INC.AND SHALL ■■ File CoPY NOT BE REPRODUCED,USED,OR DISCLOSED �` 24 x 40 LEASE UNIT ��-a3-o? S.. 1 o TO OTHERS EXCEPT AS AUTHORIZED BY THE .� WIDIJ TRreS,a1,c. Drawn By: N5 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. •• P.o.BOX 489■AUMSVILLE,OR97325-0489 OR.,WA.,'ID. Pacific Mobile 07 BLMP-08 Start Date: 0344-07 ce 9 STRUCTURAL NOTES: v, o ENGTH OF UNIT - r 1 O1 I . DESIGN INFORMATION LOADING: a H a mi I . I . BUILDING CODE IBC, 201 2 EDITION vi L LC a gb 1 .2. ROOF LIVE LOAD 30/40 PSF, SNOW C7 N z m ie — �� — I .3. FLOOR LIVE LOAD 50 PSF OR 2,000# CONC. W9 z Co 151 I`1'-61" 1 .4. WIND CRITERION 1 1 5 MPH, EXP B/C, .zt= 1 .0 m I C9 F TYP TYPI 4 AL UNIT 'tc�t o I .5. SEISMIC CRITERION SDS= I .0, le= I .0, CLASS D, CATEGORY D W W SUPPOR BEAMS •al 1 2. ASSUMED SOIL BEARING I ,500 PSF (VERIFY W/LOCAL BUILDING OFFICIAL) L. a I ' AT I - 3. WALL PLATE HEIGHT 9-0" F " k IZT OTYPICL NTERIioR COL. rn 4. ROOF SLOPE 2: 1 2 OR FLATTER W a ilmac: ::: ii ._4 _ , _ 5. CONCRETE: > X LU ® . 5. I I . DESIGN COMP.STRENGTH 2,500 PSI ° IIS ii -< <- - LD IN 5.2. REINF. YIELD GO KSI "'75 �� _ ,� Cl _1,11111.1 ® • G. MASONRY: 1 G. I . 8x 16x8 UNITS ASTM C-90, GRADE N p1 6.2. SET UNITS W/CORES VERTICAL $ NO MORE THAN 3 HIGH, PER PLAN, WITHOUT SOLID GROUTING T 'ICAC AT I t o o CORES. SOLID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. ■e; E TERIOR COL. 0 '� •_I 7. SPECIALTY ITEMS: AUGER$ DRIVEN ANCHORS "MINUTE MAN ANCHORS, INC." (800) 435-7277, OR CO SEE DETAIL B1/D2, EQUIVALENT. SHOULD AN ALTERNATE MANUFACTURER BE USED FOR ANY ANCHOR OR ASSEMBLY, ' 0, TYP. EA. END ii - MANUFACTURER DOCUMENTATION OF ANCHOR ALLOWABLE LOADS SHALL BE SUBMITTED AND ANCHOR - :: — SPACING MODIFIED PER ALLOWABLE LOADS FOR THE ANCHOR USED. � r�r� I 7. I . METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# O .= 44. 7.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE DRIVEN ANCHOR W/STABILIZER PLATE OR CO PADS & PIERS, NO. REQUIRED PER TABLE A rn HEAD OR AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE EACH W/A ULTIMATE DESIGN LOAD - SEE DETAIL Al & A2/D1 SPACED EQUALL CAPACITY OF 4725#. NUMBER OF ANCHORS AS INDICATED ON TABLE A. CO 7.3. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-2 I ANCHOR FOR PRE-POURED SOIL ANCHORS PER SCHEDULE CONCRETE OR A MMA-18 ANCHOR SET PRIOR TO INSTALLING POURED IN PLACE CONCRETE. .� EE DETAIL B2/D1 SPACED EQUALLY NUMBER OF ANCHORS TO BE DOUBLE SHOWN ON TABLE. 0 TYPICAL BOTH SIDES 7.4. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE MMA-35 ANCHORS W/ 0 C STABILIZER PLATE $ A MIN. ULTIMATE LOAD OF 4725#. USE NUMBER OF ANCHORS AS SHOWN FOR • G AUGER ANCHORS. `_11_ p6 0 FOUNDATION PLAN 7.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR 12'-O" MULTI-WIDE MOBILE OFFICE TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. _ SCALE: 1/8" = 1'-O" 7.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL ON THE WEBSITE. TABLE A 8. VENTING: MOBILE MODULE RAIL PIER/PAD & LATERAL RESISTING ASSEMBLY SPACING 5. I . PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET SF OF VENTILATION PER 150 SF OF FLOOR AREA. CL -INSTALL PIER/PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY BETWEEN END PIERS. SEE 8.2. IF A CLASS I VAPOR RETARDER IS INSTALLED THE RATIO MAY BE INCREASED TO X5oo. ‘ DETAILS SHEET D1S 9. ACCESS: -INSTALL LATERAL RESISTING ASSEMBLIES ON EACH OF FOUR WALLS, SPACED EQUALLY BETWEEN END 9. I . PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. Id ASSEMBLIES. SEE DETAILS SHEET D1S & D2S 9.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. ILI 0 9.3. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. O 3 WIDTH LENGTH I PADS & PIERS #AUGER ANCHORS-DRIVEN ANCHORS-BRACES I O. SITE CONDITIONS: LL <- w J 10. I I . FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO J a OF UNIT OF UNIT ROOF LOAD 115 MPH WIND. EXPOSURE 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-G98. p I--Ill 'U" OUTSIDE RAILS/INSIDE RAILS EA.SIDE EA END 10.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 5% FOR THE ___1.1 z O -- 30 PSF 40PSF B C B C FIRST 10-FEET 2%THEREAFTER TO A SUITABLE DISCHARGE. ci Z W 24'-0" 36'-0" 11/7 12/7 4 5 3 3 10.3. ALL WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CONSTRUCTION, ENVIRONMENTAL 0 0 ° U N 24'-0" 40'-0" 12/8 13/8 4 5 3 3 AND SAFETY STANDARDS. LL Q Z § 24'-0" 50'-0" 15/10 16/10 5 7 3 3 C 11_1 O o N 24'-0" 60'-O" 18/12 19/12 6 8 3 3 CZ — zd 24'-0" 64'-0" 19/13 20/13 7 8 3 3 Q 24'-0" 70'-0" 21/14 22/14 7 9 3 3 C 36'-0" 60'-0" 18/12 19 12 7 8 5 5 �pNAL E. W B• RED P ROFF z C 0. in/ / c��s �,ZSTE. V 1,7, Q°°°° oF W' °ocS� �`'� ��\GINEF�Ss�oQQ48'-0" 60'-0" 18/12 19/12 9 9 7 7 0- �, , °° °°o °. p-.°° 12327 PE 960'-0" 60'-0" 18/12 19/12 11 11 8 8 a 111 .'=�'° •i.+2fAfrAsV "' 72'-O" 60'-O" 18/12 19/12 13 10 9 9 �, 30 • o ' o0� 1•07411"r 1� 44/4484 �°o IF /V /6— REVISION DATE: ° 1 378 s N "> 11/01/2015 OLS'12' ,t,O F Z9���S� O'c4,,,,,_,e, AALE7,,,-�� �� c�"7.2 3, 1�t C�� 9N w. B�\� NA -9/v \C..) 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