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Plans (2) i RECEIVE[ APR 18 2022 CITY OF TIGARD BUILDING DIVISIO11 I r (r,c).___ INTER�Niic EL£caios c 7•Dnr TIME SMITCH. \ TEO SEPARATE AVr0/NT IGLU SEI ICHES " ' " , TRO NYARAP c e iR6EpN6HRLY 7358 7360 1 1 I 1 1 I 1 I I I 1 7362 I 1 1 1 1 I 1 1 7364 1 1 i I 1 ' I 1 I I I I 0 7366 .---* �- t 1• � *---r �. — ` ' . '`..'1 I II 1 .. 1 i ;. 1 , I`,,/I C- 14'x 14' ,� r Wv. } 151 G. b© Ob Center wall is PPI i J-i 20' A.F.F. u removed. - - TYPICAL OF 4 w SUPPORT POST - �' • • 6 ," •• LSI' REMAINS Z Rr ,W ,I 1 ! I 1 1 1 JF f 1 1 1 1 I 1 1 1 , cir ....1, .,L J (.'-1/2' SPACE EC224 ` ` f �'\ (ICSTLMSP) ( EC224 t O ICE COPY t > ' - - --- CITY OF TIGARII n I , , 1 FO CODE COMPL I E 7359 is Approved: -7367 OTC: Permit #: a s +I • VALIDITY OF PERMIT a ' (syri �� - '• ..t Suite##: THE ISSUANCE OF/� PERMIT i BASED ON CONSTRUCTION ,-- Door swings are By . a•...4.24:\ ' Dater DATA SHALL NOT FrREVENT (1, - THE CODE OFFICIAL FROM 14'- 0' 32 D 50'- 0 REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 • FI E COPY ,.''�s I L O R L A \ APPROVED A?r JVEDEXCEPTASNOTED� I/4' - I'- 0 C�REL`I E A3 NOT-D RD 6M1T APPROVEDBy� ? REFERENCE 8 I/2` x II' SHEET FOR LOCATION OF 24 TIE DOWNS ___ w..t _ �� ZT=�97 OTY. SIZE DESCRIPTION LOCK REMARKS DOORS NsuLATED sTEEL �, E L E C T R [ CAL S Y M B O L S }{E o R GALY STEEL JAMB - KD 8.8R'G HINGES SYMBOL DESCRIPTION 'TOI TOP REMARKS _SYMBOL DESCRIPTION TOI TOP REMARKS 2 3 6 ( WEATHERSTRIPPING 070L PAINT FINISH MAX, LIMIT 40 STROBE LIGHT 64" 1/2' RACEWAY ONLY DESIGN LOADS DEFAULT .60 U-FACTOR LCN 1461 CLOSER 44 SINGLE POLE SWITCH 46' 1440 VA, PEA SWITCH W I NDOWS HORIZ. SLIDER - DUAL GLAZE LOW 'E �~ Si-PASS TIMER SWITCH 54' 2 HOUR MAX, �5 SMOKE DETECTOR QLI' I/2' RACEWAY ONLY s11no1Mo COEFFICIENT. 2 72 X 48 PHILIPS- VINYL FINISH- SOLAR CONTROL TINT ROOF 31 P.S.F. NFRC .37 U-FACTOR ® V.A. TQ AUTOMATIC TIME SWITCH 'ATTIC 05 VA THERMOSTAT 50' TO TOP OF J-B0X , WIND 90 M.P.H. EXPOSURE B H.V.A.C..V.A.C. 2 2.5 TON 10 kW WALL HUNG HEAT PUMP 4 ^DUPLEX RECEPT. : 20' 180 V.A. EACH 5 PORCH LIGHT 64' 10 V.A. EACH FLOOR 40 P.S.F. or 1000 LB. s/ MICROPROCESSOR- 7 DAY PROGRAMMABLE a�_FATHER PROOF RECEPT. I 20' 160 V.A. EACH THERMOSTAT 2 8AR0 .8103-034- AUTOMATIC SETBACK- DEADBAND CONTROL O' PHOTOCELL 84' SEISMIC,._ZONE 3 0 CLOCK CIRCUIT 84' 160 V.A. EACH _-_ DESIGN CODES 1 1 24' x 46' TROFFER CEILING 3-TUBE ENERGY MISER ELECTR I CAL PANEL 1 200 AMP SINGLE PHASE- STUB THRU- CONDUIT PULL STATION MIN 9R6v1ER Q� ( 54' 1/2' RACEWAY ONLY ..___, 105 Y.A. EACH FIXTURE VVBC 9944 LIGHTING 18 2 . 4 TROFFER 3- 34 WATT TUBES ./ AUTO SHUT-OFF e FIRE ALARM BELL . 84' V2' RACEWAY ONLY = POWER PANEL 72' HYAC DISCONNECT 1 10 WATT VANDAL RESISTANT LEXAN PORCH LIGHT ON PHOTOCELL COPYR i OHT 1997. BLAZER I NOUSTRIES. i NC. MODULAR [ADD: FLOOR PLAN 7358-67F THIS MATERIAL IS THE EXCLUSIVE PROPERTY STOCK6A CLASSROOM For- .r- OF BLAZER INDUSTRIES INC. AND SHALL 28 x 64 DRAWN 8Y. GM NOT BE REPRODUCED. USED OR DISCLOSED TO P M g - I._ _- OTHERS EXCEPT AS AUTHORIZED SY THE INDU$TRIES• RC. OR. GOLD DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES y a iea.!•¢..IIIIMILc a1a of-raua WA, GGLO_ JOB NO, 7358-67 SHEET ; . FASTENING SCHEDULE. FLOOR: ROOF: 2 x 8 FLOOR JOIST-TO-RIM MIN. OF 4- 14 GA. If 3 I/4' STAPLES (SENCO S28) ROOFING 215•COMPOSITION CLASS 'A' PLATE-TO-STUD MIN. OF 2- 14 GA. x 3 I/4' STAPLES ISENCO S281 OVER TWO LAYERS OF NON-PERFORATED CLASS -A' BOTTOM BOARD-TO-JOIST 16 GA. x 3/8" WIDE CROWN STAPLES • 12' MAX. EDGES ONLY 15• FELT APPLIED SHINGLE FASHION.VINYLWRAP SHEETROCK-TO-STUD SENCO PIS STAPLES &GLUE -HIGH WIND APPLICATION- FLOOR DECKING-70-2x JOIST II I/2' GA. x 2 3/8' RING S YK • 6' EDGE. 10' IN FIELD. t BOTTOM PLATE-TO-FLOOR 14 GA. ■ 3 I/4' STAPLES • 16' STAGGERED ISENCO S28) WISENCO GE-24). USE CONSTRUCTION ADHESIVE 1AFG011 ON JOISTS SHEATHING 7/16' 0.5.8. (24/16) DURATEMP SIDING-TO-STUD • SIDEWALL 2 1/4' LONG •/ 099 SHANK GALV. BOX NAILS FRAMING 2 x 10 D.F. •2 RAFTERS • 24' oc• 6' EDGE. 12' IN FIELD DURATEMP SIDING-TO-STUD • ENDRALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS RIME; RIDG"eBEAM 1112' x 24' MICROLAM RIM-TO-RAFTERS MIN. OF 5- 14 GA. x 3 I/4' (SENCO S28) LEDGERS 2 x 4 TAPER CUT THREE STUD CORNER CONNECTION 14 GA. x 3 1/4' STAPLES • 12' (SENCO S281 (2- TOP RIM TO RAFTER. 3 MICROLAM RIM TO RAFTER) ROOF RIM-TO-TOP PLATE 14 GA. x 3 I/4' STAPLES • 8' oc. ISENCO 4281 RIMS 2 x 6 MICROLAM •/ NOTCHED 2 x 4 ON TOP LEDGER-TO-RIDGEBEAM 14 GA. x 3 1/4' STAPLES • 3' oc 6 3 • BUTT JOINTS ISENCO S28) INSULATION R-21 RAFTER-TO-RIOOEBEAM 4- 14 GA, It 3 114' (SENCO 328) CEILING SUSPENDED T-BAR SHEATHING-TO-ROOF MEMBERS 16 GA. x 13/4' STAPLES • 6' EDGE. 12' IN FIELD ISENCO NI9) VENTING CONTINUOUS SAVE AND RIDGE MARRIAGE LINE CONNECTION: WALLS: RIDGEBEAMS I/2' BOLTS •/ 11/2' DIA. WASHERS •x}'- 0' oc AND 6' FRON EACH END SIDING 5/8' DURATEMP •/ GROOVES • d' oc RIM JOISTS I/2' BOLTS •/ 11/2' DIA. WASHERS • 5'- 4' ow AND 6' FROM EACH END FASCIA I x 6 PRIME TRIM TRIM I x 4 PRIME TRIM•CORNERS/WOWS FRAMING EXT: 2 x 4 H.F. 'STANDARD or -STUD' or BETTER STUDS • 16' oc INT: 2 x 4 H.F. STUDS • 16' or 24' o.c. ADIACA TOP PLATE .2 x 4 CONTINUOUS MICROLAM SU26 HANGERS AT ALL RAFTERS --- BOTTOM PLATE 2 x 4 H.F. OYER ODOR OPEN(NOR KITH 6- NO INSULATION EXT: R-II NAILS INTO MICROLAM ROOF RIM .J.2�. INTERIOR FINISH S/8' VINYLRRAP SHEETROCK j2 101 SKIRTING PREP ONLY. SHIP LOOSE: n SIDING. t121 VEI�M'f986T041uCORNER3 tiii� r� rr ► rrAI h 11111111w,t i R9DGEBEAM Itir r r .FLOOR: SAi EE DETAIL 5 all COVERING 20ox OLEFIN CARPET •/ / T-MOLO •MOD LINE ' DECKING .S/8' T 6 0 COMPLY (CAULK AT II, FRAMING 2 x 8 D.F. •2 JOISTS • 16` oc :TOPE LIT/ 1 RIMS 2 x 8 MICROLAM - :TOP PLATE .- I ! . I OFFSET RIMS.........2 x 6 LIMBER 6° W I NPOW HEADERS: / JOIST HANG RB AT ALL JOISTS a INSULATION R-19 u OE DOUBLE 2 x 8 D.F. •2 ONE DRY CUP PERM VAPOR ^�� CAULK HEADER •/ FILLER BARRIER ON THE WARM SIDE. — AROUNDI:7 T TYPICAL TAW-OUT BUILDING. vo BOTTOM COVER CLASS `A' WINDOWS c� USE 2- 2 x 4 FULL NT.. STUDS o i AND I TRIMMER EACH SIDE OF WINDOW o _ W USE 2- 2 x 4 SILL PLATES Psi d v NII e IJ I CAULK AT ` ® i FLOOR PL • A BOTTOM PLATE I 4 1 88888388 rill tSZS888883 T msCill = .� (- 1E 1/2' SPACE PROS PAN RFOUTRED S UPPORT MR RED 6-- II' 6'- It' , -6'- it" 6it '-6'- II' ` 13'- 10' 13'- 10' . S C 0 \ A\ A COPYR IGHT 1997. BLAZER I NDUSTRIES. INC. MODULAR T CADD: SECTION 735B-873 THIS MATERIAL IS THE EXCLUSIVE PROPERTY 28 x 64 S M O C K C LA S S R O O M 'F O 1-- : DRAWN BY: GM OF BLAZER INDUSTRIES. INC. AND SHALL NOT BE REPRODUCED. USED OR DISCLOSED TO t P . M - 4) . I . OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES. et OR. GOLD DATE: 4-4-97 DATE REVISION BY WRITTEN�.ERMISSION OF BLAZER INDUSTRIES. •• rxxr.f�rusl• stls.�. _ WA, GOLD _ - JOB NO. 7358-67 SHEET, oI - I i f / / I / / i I f I I ."."_.�.... .__r1. }.-..-^-r f-- G. _ •._^"-.-r-1-t '. a -IL It ''''.. .".1---- ---------"--- _tom_-,----- -—_I_"—'. . .-.Z.aae---F 1 NI Ili FLOOR LEVEL f BOTTOM OF FLOOR JOIST , GROUND LEVEL i I S I DEWALL ELEVATION I/4' - C- O' I I L L ' I I 1 i I I I I I I I1 1 1I !I I I t 1 I 1 , I . I ; , . I . __14______1._•fI.__.__. _---4-!--r--1.---1 -1---f----IY^-1--•---- __]-1-4---_ - _1--- ^ -'4^ -4-1- ----� 1" - --- z FLASHING I GROUND LEVEL - SIDEWALL ELEVATION 1/4' - I'- 0' 1 I 1 I 1 i ENDWALL FASTENING I I. INSTALL SicDURATEMP SIDING 1 •/ ALL EDGES SUPPORTED 2. FASTEN SIDING •/ 2 I/4' LONG •/ .099 . SHANK GALV. BOX NAILS • 4' EDGE. S' IN FIELD ANE DOUBLE ROW • 4' ow TO END JOIST. 3. INSTALL SHOWN . 7 HST2215 STRAPS NAILS EACH END OFEEACH STRAP. !iiii-1-1 rs - - - • ---1 t T - _, \ 1 _ - , _ _I f "-TAG LOCATION TAG LOCATION • ENDWALL ELEVATION ENDWALL ELEVATION 1/4' • I'- 0- 1/4' - I'- O' COPYRIGHT 1997. BLAZER INDUSTRIES. INC. MODULAR CARD: ELEVATIONS 7358-67E • 1--- THIS MATERIAL IS THE EXCLUSIVE PROPERTY STOCK CLASSROOM - pr ' � ., OF BLAZER INDUSTRIES, INC. AND SHALL 28 x 64 DRAWN B'f: GMi NOT BE REPRODUCED. USED OR DISCLOSED TO I'� P . M. 4, . '` DATE: a-a-97 4 - OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES. FN:. OR. GOLD - ' DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES r� �.aa� l�o ar ar► NA GOLD JOB NO 7358-67 SHEET 1�1 y NALt5 ■! 4- N9 R7 4' lw ! NAILS ENDL9 EACH • 17/2' NICROLAM. GABLE END . a • 1/4' x S' x 20" c ExtFND ONE STUD UP ALONG UPLIFT PLATE, �����1 1 I:,���0�1! 11 AM AND FASTEN-•/ SIX �� 2 I/4' x 3 I/2' x d' _ o 14 611.-x3 t/d' STAPLES OR EQUAL BR'6 PLATES s/ 3/16' 1/2' DIA. BOLT II. pILtET WELD EAC/I END �e •/ I 1!2' DIA. '{ I, WASHER. StfIPSON ST2215 OR Elba. (� 2/0' x 3 1!2' x i II USE 7- NY NAILS ORFlip lOUAL a. . 20 I/2" DWG PLATE. 3a�as �¢e Ii,l EACH ENp OF STRAP. 7 t' _ ri1 {a; 1/2" SPACER c 31e r ENDCOV.PUB I MDBE 2x 4 D.F.:-STA - FLUX CORE ARC WELDING EA8T611. 5.718!S TO®ETNER ►/ 00<1W.DE• �'r 1F.C.A.W.I OW OF 14 Ott x 3 I/4' STAPLES OR 47i,(, � � WIRE- E71T-1 045 DIA. • S' o¢, STAPLES MAY SE -+•J .;"1- 11"s AS'� 3' x 3' x 3/16- 0 CHORD SPLICE DETAIL PENETRATION TNIRU NEXT SLIGHTLY TO PREVENTSTAPE ALL WELDS TO BE SINGLE 0 STEEL nog COLUMN `4.J 11/2' - 1-- 0- PASS FILLET WELDS BY MAX. HT. 10'- 0' CERTIFIED WELDER TO A.W.S. D1.1 CODE. iA36 STEEL U 5/B,' A307 CARRIAGEBOLTS111 11. / 4 DRILL 11/I6' HOLES I ADD TIGHT FIT 2 x 4.BLOCKING TO NEXT STUD•WALL THIRD POINTS. 5/6' x 3 1/2- x B" TIGHT FIT 2 x 6 JOIST JOIST MINBER OF jfe �i'swes BEARING PLATE. BLOCKINg •/ d- 14 SIZE HANGER tW NAILS11111 GA. x 3 EACH END. 2 x S SU26 6 VIM • I/a' x 3 I/2' x 5 UPLIFT PLATE. SIMPSONST2215OR EQUAL a 1/2' SPACER. CONT. USE 7- ND NAILS OR EQUAL ; — EACH END OP STRAP. lig RIM JOIST !1r FLOOR JOISTNA— MI CROLAM RIM JOIST I;i .I�Ti nI= I !/2' MICROLAM. ■. j9 'Z' FLASHING 4.34 ADDADD TIGHT FIT BLOCKING UNDER \\ TIGHT FIT MICROLAM BLK'G FASTTE�NERDD WREP. FOR FULL G. JOIST NOT REQUIRED. FASTENER SCHEDULE: 6d DUPLEX NAILS. ADJUST FLOOR JOISTS IN EACH INSTALLATION LOCATION STAPLE SIZE OTY LOCATION INSULATION REO-D TO MISS UPLIFT PLATES. 14 GA. x 3. 1/4' 5 EACH END INSTALLED-ON SITE 4 I A 14 GA. x 3 I/4' 2 ROWS TO RIM ..; •,� END. COLUMN DETA L - D$L 2 )( - • 4' oe 2 x 6 NAILER CONNECTION TO RIM JOIST 9, ICSTLMSP INTERIOR COLUMN DETA I L - STEEL SIDEWALLS - 14 GA. x 3' STAPLES • e' oc. 4 r ENOWALLS - IA GA, x 3' STAPLES - 2 ROWS • 6' oc. 4_ FLOOR DETAIL MICROLAM RIDOEBEAM ►14 22- IS GA. x 2 I/2- STAPLES 4 11/2' - I'- 0' f' 711 DRIVEN EACH WAYI FASTEN SHEATHING TO VENT FASTEN 2 x 2 x 20' VENT I f� BLOCKS ¢/ 16 GA. c 1 3/4' BLOCKS 24' oc TO RiOGEBEAII STAPLES•4' cc_ •/ lA GA. x 3 I/4' STAPLES i',.�I, AT 5' ec MAX. 11.E MSTA24 STRAP BENT 1,,11. VENT SCREEN 16 GA. x 1 3/4' STAPLES • 4'1 ex. EXCEPT AT VENT NOTCHES. OVER BRACE 7- NO RAFTER ! j1' RAFTER 2 x 4 TOP ROOF RIM WITH NAILS TO.BRACE E AND 4' x 2" NOTCH AT EACH BAY. 7- N9 NAILS TO BE III'. BRACES AT EACH RAFTER . II�I'S IIIHMINIk, S FILLER STRIPS BETWEEN VENTS AS SHOWN BELOW. j I A I '4,•I I x 4 x 20' SPACER BLOCKS t OF EXTRA BOLTS . Nf SADD BRACES AT IF- O- ec :I I I IN COLUMN AREA. iI S INSULATION NOT FqEACpyQM ED. I� MAIR1FAt"TUREI'S OPTION. �II,�lillk FASCIA 1� 1Ili BOTTOM ROOF RIM t ( BRACES REO'D * Ij III. VAPOR BARRIER SIDING NAILS • 4' oc. d, 24' y 16' T4' /. VAPOR i ERERM . 11 l..r.'' GLUED BEAR I NO WEDGE S I D i NG it INSTALLED ON ONE • 11 1/2' SPACER TOP OF TOP L SPE Ir tT' PANELS WILL TTHOR 2' BELOW SIDE IN FACTORY. E �Ijl Lf E MISSING VENT NOTCHES.) ---0 SITE WORK: T IFJ�H Boo5 • C01..56 AND 6' 1. INSTALL RIOGEVENT •/ 1' GALV. SCREWS • 12' oc. j~ 2. INSTALL INSULATION •MARRIAGE LINE 32' O` 32'- 0' 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE COL. A. COL. B COL. C '� RIDGEBEAM BRACING ETAI 0 RIDGE DETAIL p EAVE DETAIL 1 1/2' - 1'- 0' v 1 1/2' - 1'- 0' 1 I/2- - 1'- 0' COPYRIGHT 1997. BLAZER INDUSTRIES. INC. MODULAR CADD DETAILS 7358-67D THIS MATERIAL IS THE EXCLUSIVE PROPERTY S T O C K C LA S S R O O M F O r^ - OF BLAZER INDUSTRIES. INC. AND SHALL 4124set- 1 28 x 64 DRAWN BY on NOT BE REPRODUCED USED OR DISCLOSED TO P. M_ t) _ I DATE 4-4-47 OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, Ilc. OR. GOLD GATE fiEVIS[ON DY WRITTEN PERMISSION OF BLAZER INDUSTRIES PA exx MAAAIM AIG e•eafs•ol• —WA— GOLD JOB NO 735E-67 SHEET: I - I / J•, FLUORESCENT TROFFER SUPPLY AIR DIFFUSER 1 iriiriir � ::��♦t'�♦♦toaf iiiiiiiiiiiiiiiiiiiiiiiiir IlIrlr1II1IrllIIIIIrlhI MITI' Ir PleciL♦t.at11ltt 11t_►_110H uIuIIIIIIIIHhuHhlIIIH'HIH SUSPENDED CEILING GRID REFLECTED CEILING PLAN 0• • 2 1/2 TON 10 kW ISOLATION SLEEVES H.Y.A.C. UNIT TYPICAL AS SHOWN 1285 ofa. MAx.1 10 10 Tyr. OF 2 I w 1 b 12: 10 10 ti 12 10 (j1 I�1 8 8 10 o B 1 ' `SUPPLY PLENUM 01945 SUPPLY PLENUM • SIS MECHANICAL NOTES: I. SEAL TRANSVERSE JOINTS IN ACCORDANCE ./ RS-IS. 2. USE ISOLATION SLEEVES AT SUPPLY LINE CONNECTIONS TO PLENUMS. 3. S' or 10' DIFFUSERS ■/MANUAL DAMPERS. TYPICAL AS NOTED ON PLAN. MECHAN I èorQoniy Not part of this permit COPYRIGHT 1997. BLAZER INDUSTRIES. I NC- MODULAR CADD. T-BAR/MECH 735867TM THIS MATERIAL IS THE EXCLUSIVE PROPERTY STOCK CLASSROOM FOf-' : OF BLAZER INDUSTRIES. INC-. AND SHALL 64(246 28 x 64 DRAWN BY: GM NOT BE REPRODUCED. USED OR DISCLOSED TO P M- - I - DATE: 4-3-97 OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, He. OR. GOLD DATE REVISIDM BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. u.VOIevu atx-yp. WA. GOLD JOB NO 7358-67 SHEET. STRUCTURAL NOTE5: s LENGTH OF UNIT °' I . GENERAL: W N 1 . I . VERIFY MODULAR BUILDING DIMENSIONS PRIOR TO PREPARATION FOR FOUNDATION INSTALLATION. ui a d t n � l'-6" 6 2. DESIGN INFORMATION $ LOADING: a (TYP.) 2. 1 . BUILDING CODE IBC 20I 8; ASCE 7-16; OSSC-2019; WBC CN7 O - I �>r �� IR ® 2.2. ROOF LIVE LOAD 30/40 PSF, SNOW <7 (91 - W2.3. FLOOR LIVE LOAD 50 PSF OR 2,000# CONC. cc ..'"TYPICAL UNI �� 02.4. WIND CRITERION 110/I20 MPH, EXP B, Kzt= I .O m o Ogg SUPPORT BE' Se TYPICAL AT rj 2.5. SEISMIC CRITERION SDS= I .2, le= I .0, SEISMIC CATEGORY D CO e INTERIOR COL. _'� ' 2.6. ASSUMED SOIL BEARING 1 ,500 PSF, SOIL CLASS D Q ! 8 ° 2.7. WALL PLATE HEIGHT 9'-0" u..1 ®I N 2.8. ROOF SLOPE 2: 12 OR FLATTER > Vc g 6 1) C4 �� 3. CONCRETE: w 3 3. I . DESIGN COMP.STRENGTH 2,500 PSI ■ 3.2. REINFORCING STEEL YIELD 60 KS' El �� 4. MASONRY: �� ® 4. I I . 8x I 6x8 UNITS ASTM C-90, GRADE N TYPICAL AT e rn 4.2. SET UNITS W/CORES VERTICAL $ NO MORE THAN 3 HIGH, PER PLAN, WITHOUT SOLID GROUTING (/) EXTERIOR COL. b CORES. SOLID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. ■ U) N M 5. SPECIALTY ITEMS: AUGER ANCHORS "MINUTE MAN ANCHORS, INC." (800) 438 7277, OR EQUIVALENT, .— SOIL ANCHOR I ;� SHOULD AN ALTERNATE MANUFACTURER BE USED FOR ANY ANCHOR OR ASSEMBLY, MANUFACTURER .00 "Zi >EE DETAIL B1/D2, Co DOCUMENTATION OF ANCHOR ALLOWABLE LOADS SHALL BE SUBMITTED AND ANCHOR SPACING S FOR THE R USED. TYP. EA. END El ® - ® 5 1 MODMETAL PIERS O BECAPOABDLE OF SUPPORTING 06,000# 0 CC)05.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE MMA-92 AUGER W/STABILIZER HEAD SET 2 i VERTICAL W/ALLOWABLE LOAD CAPACITY OF 3 I 50#. NUMBER OF ANCHORS AS INDICATED ONt..13 PADS Sc PIERS, NO. ' QUIRED PER TABLE A a- TABLE. ALTERNATE: (2) MMA-35 DRIVEN ANCHORS W/ MMASD2 STABILIZER PLATE OR AZTEX = - SEE DETAIL Al & A2/D1 SPACED EQUALLY I ANCHORS PER ANCHORS SHOWN ON TABLE. 5.2. HOLD-DOWNS SET IN STABLE ASPHALT SHALL BE (2) MMA-35 DRIVEN ANCHORS PER ANCHORS ( 0SOIL ANCHORS PER SCHEDULE SHOWN ON TABLE W/AN ALLOWABLE DESIGN LOAD CAPACITY OF 1800# FOR EACH ANCHOR. SEE DETAIL 82/D1 SPACED EQUALLY 5.3. TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-2 I ANCHOR FOR PRE-POURED IN_ TYPICAL BOTH SIDES CONCRETE OR MMA-18 ANCHOR SET PRIOR TO INSTALLING POURED IN PLACE CONCRETE. NUMBER 14momm 05 OF ANCHORS TO BE DOUBLE SHOWN ON TABLE. ■mi. a) 5.4. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR 0 TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. :3: OFOUNDATION PLAN 5.5. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE (1) 14'-O" MULTI-WIDE MOBILE OFFICE MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL ON THE WEB SITE. SCALE: 1/8" = 1'-0" 6. VENTING: CI= 6. I . PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET SF OF VENTILATION PER 150 SF OF FLOOR AREA. TABLE A 6.2. IF A CLASS I VAPOR RETARDER IS INSTALLED THE RATIO MAY BE INCREASED TOX500. w MOBILE MODULE RAIL PIER/PAD & LATERAL RESISTING ASSEMBLY SPACING 7. ACCESS: W 0 7. I . PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. U Z -INSTALL PIER/PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY BETWEEN END PIERS. SEE 7.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. tL 0 I DETAILS SHEET D1S 7.3. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. F- cf) f- ,A_ -INSTALL LATERAL RESISTING ASSEMBLIES ON EACH OF FOUR WALLS, SPACED EQUALLY BETWEEN END 8. SITE CONDITIONS: O < w 51 N ASSEMBLIES. SEE DETAILS SHEET D1S Sc D2S 8. I I . FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO Ill - 2 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-698; ASPHALT OVER COMPACTED Z w m WIDTH LENGTH PADS & PIERS AUGER/DRIVEN HOLD-DOWN ANCHORS J Z 0 ROADMIX GRAVEL BASE; OR CONCRETE 0 o U II: UNIT OF UNIT ROOF LOAD SEISMIC SDS=1.2 WIND, B EXPOSURE 8.2. ALL WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CONSTRUCTION, ENVIRONMENTAL IL Z li AND SAFETY STANDARDS. Q Il = . OUTSIDE RAILS/INSIDE RAILS 110 MPH 120 MPH Q W O - 30 PSF 40PSF EA.SIDE EA.END EA.SIDE EA.END6 / z 6 o 28'-0" 32'-0" 9/6 10/6 3 3 3 3 Q Q 28'-0" 64'-0" 17/12 19/12 5 5 5 5 PROF- 28'-0" 66'-0" 18/12 19/12 6 6 6 6 S��NAL E� ock0) �cs, ..NWp BR!GC z o - o42'-0" 60'-0" 16/11 18/11 7 7 7 7 o�.VS�GISTEA,� /J� � �• o�• O��JP"°oFW-syv �otS� o W56'-O" 60'-O" 16 11 18 11 9 9 9 9 4 ' 0."! l n Attl °' ,A0 n g 56'-0" 64'-0" 17/12 19/12 10 10 10 10 399 (r o / , o t1 �o ' �OREGO �A, l': % 19378 `� 8° R2/3I DATE: 12 31 20 e' �?'k OF Z'0� �� �F AT 23 \ - GC). '�S; RALek,"°` 9N W. B �� qN W. gR� s!ONAt F 1 4 M SHEET : 1 OF 3 RENEWS 9/27/2023 SCOTT'NILSON RENEWS:09/30/2022 DEC EMBER 1, 2023 I_. _E ____.-_ -. A b �L� METAL STRAP PER SOIL I W ANCHOR MANUFACTURER w ¢ ; t WITH TURN BUCKLE TO MODULE CA a. cn E 4�� APPROVED ANCHOR C� l7 1 g ,' Fig \\1 ► ODULE SUPPORT BEAM �'- RIME cc =; GALVANIZED x w a 61 oi, PREFABRICATED METAL PIER STEEL STRAP MODULE SUPPORT BEAM z a I 2x4 @ 4-0 O.C., TOENAIL T & B `n W/(2) SDS25112 INTO PAD PER SOIL A ` W/ (2) 12D z STppRLLAPAA CCCLHHAppMRP PER a & (1) #12 STS INTO BEAM ANCHOR MANUF. 1.4 5 MAIt�IUACTURER z MATERIAL > 6 16"x16" MIN. ABS. PAD /�/ �/� '- CO 2x4 TREA ED 2 x 8 PT., CONT. E \ •R 2x12-24" LONG ��' r ) PT. WOOD /\ \/� /�\��\i/%� PLATE II r \ \/�\� ►�' A \' \�\ /\/\ /\ \3 " x 10" REBA� ANCHOR AT ANCHOR PER NOTES I DRIV�N INTO GROUND : 111K In ""a A ' METAL PIER B 1 SOIL ANCHOR-ENDWALL im I SKIRTING DETAIL-NONBEARING O -5 N.T.S. N.T.S. U I N.T.S. 2CO I ,,_,„ -• 8d © 12" 0.C. MODULE 'f (TYP. 3 LOCATIONS) 0 oD re BOTTOM TRIM ■ 1 �. o f f MODULE BEAM Q) STRAP CLAMP PER I I . a 2x4 @ 2'-0" O.C. ' ANCHOR MANUF. -�r'— 1 I _ SKIRTING O I I ua 2 GALVANIZED STEEL STRAP I I 00 z MATERIAL, P.T. MO G 1` PER SOIL ANCHOR MANUF. 2x4 TREATED .- �, �, �, u ." ,, ,� 1, , rn PRESSURE TREATED %/\/�//\/�//\//�/�\\/\�\\�\\/\\/\\��\ r7 PLATE CEDAR OR REDWOOD C:L / ,,' \/\/ II MIN. 1 x6 /� /j \ \ \\,\/\\ \\ \/\ /\ /, AN,cH X 15" REBAR �- \\,� \A\\,. ,/i. , �HOR AT ANCHOR PER NOTES I 32 O.C. MAX. U z J 1 12 LENGTH DRIVEN INTO THE GROUND E. 0 Q 3 Z u- F- Lil o 1 B 2 SOIL ANCHOR-SIDEWALL 2 SKIRTING DETAIL-STRUCTURAL Ill DI 0.zr O U� N.T.S. Cj 0-5 —_i z Z i N.T.S. � I- a u- ~ a° IDi w o 3 E s 4 L/ O N \OVAL �,Eo PRoi • W, ft z J �� v.% ,__ G� �1S T 4/ c'5\ LNG I N 0 Qo01 of WAsy/N C0 Q < O a cq 3 ii cll� ��o '. kf�OREGON,q). r r=•`%00(. 19378,,xe °�`,v REVISION DATE:21 12 31 2021 �c�qN% OF 1C:\ 5c- K<\ W 3' C)Ci 4:946NAL��` 1 V W. B � SHEET : 2 OF 3 RENEWS.09/30/2022 1 RENEWS: DECEMBER 31, 2023 I` RENEWS 9/27/202;1 SCOTT WILSON 1 8 : N R. W 81 \ TE I EXTE O w Q , a � R 2� C7 ri ~ , psiz - ROOF BEAM 11, ROOF BEAM CO Z w Q 1n i 0 0 z a 8 cc t MATELINE COLUMNS MATELINE COLUMN CD / Y •=1.• w ■ mom Cs" La Om RIM JOIST RIM JOIST 2 ca ,. 1 1 2x8x16" TRT WOODI I -0 I I PLATE I I F — — — — --I I— — —I V ■— a) — 8"x8"x16" CMU BLOCKS r i 8"x8"x16" CMU BLOCKS — ———_71 "1/ONE SET PER TWO PADS I I 0 O r _ —i =__ _ FTG PADS FTG PADS PER SCHEDULE — — _ ....,---- PER PLAN CIL /\ /\// /\ /, /` \ /, //.j/ \/ / //\\/ \ TE10. COLUM \ SUPPORTS EXTE10. COLUMN SUPPORTS t z A B a ° I N.T.S. N.T.S. a Q 0 6 N W upQ PADS REQUIRED AT ROOF BEAM SUPPORT COLUMNS p o n O QQ o 30 PSF ROOF LIVE LOAD �- waZ z — 12—FT. MODULES: (2) 16"x16" PADS PER 10'-6" EFFECTIVE SPAN �/ 0 o 8 E o w - 14—FT. MODULES: (2) 16"x16" PADS PER 9'-0" EFFECTIVE SPAN Q � �40 PSF ROOF LIVE LOAD w — 12—FT. MODULES: (2) 16"x16" PADS PER 8'-6" EFFECTIVE SPAN �oNAL ��RED PROFE SS ��N W, Q�� Q J — 14—FT. MODULES: (2) 16"x16" PADS PER 7'-4" EFFECTIVE SPAN S , °°°'°i/Ag'°°�o C m � r,1STE EFFECTIVE SPAN = BEAM SPAN EACH SIDE OF COLUMN 4 'i� k�_ �`•E 40 I o yP �6i.,, ��o�' (n 2 ' o 399 / / 4(v,WIa ,ft o 0., ORE ON M `=..: wo REVISION DATE: ,, �'C' V40 FA 0� • G 19378,..,1°�(/ 12/31/2021 '�'9T� OF 1� �� F T 2 3, \ GCi �S RALE�oe�r ` / 9N W. BR\� �4/ W. SR\ s/ONAL04 9 2 V SHEET : 3 OF 3 RENEWS:09/30/2022 RENEWS: DECEMBER 31, 2023 RENEWS 9/27/2023 SCOn WILSON