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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/6/2022�J Q BASE FLOOD ELEVATION = 447.0' (ZONE AE) 2 12.0ft o I I 1z.o� Ground Elev.-445.6' � 40.0f� 01 Ground Elev.=445.7' o x20 4a -0-'t 20.08 _ CI Ground j ` Elev.-446.0' Ground (J Elev.=446.1' Lei REGISTERED CrROFESSIONAL k fY LAND SURVEYOR 46 0R DIGITALLY SIGNED NOTE: ONLY INFORMATION RELATING TO ELEVATION DATA IS CERTIFIED OREGON MARCH B, HEREON. ELEVATIONS SHOWN ARE PER NATIONAL GEODETIC VERTICAL BRENT W. CORNING DATUM 29 (NGVD29). DATA GATHERED APRIL 6, 2022. 89960 Bureau of Land Management, State of Oregon, State of Oregon DCF-, State of Oregon GEO, Esri Canada, EsrL HERE, Garmin, GeoTachnologies, Inc, RENEWS: 12/31/23 USGS, EPA, USDA, Lane Courcy GIS N I� T. imwmadon on ma map was deared nom reidul darnrebwo od me U-ty Tonal 9e mphlc IAb—pion f wx ken n ne aeia MRm. d rma p, Wt b pmvpea es s. bn fbunry arca �erep en responslbllky a e.rere om�ore o, -, n rive dtl d o, ,K cede 9 . cmm�t dao :onln9, etc. ror s1. p :Mule de N ArcGIS Web Map ..01een. [c�nMfl pM. wrtry rro e9Pdpnare e9entY� mere ere we ones, epresea t. r dlM.ecwmpnvlrq Wspm]nR. rawne4 na[lnunon prem ermra Mll MavvrMe[eM1 a to 20 40 Feet W ne Couny, Oregon NOTE: 1. HOMEOWNER IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL DECKS AND PATIOS INCLUDING THOSE UNDER COVERED AREAS. ALL DECKS AND PATIOS SHALL BE DESIGNED AND BUILT IN COMPLIANCE WTH ALL APPLICABLE LOCAL BUILDING CODES. 2. EXTERIOR APPEARANCE WILL VARY BY SIDING CHOICE, MATERIAL 12 AVAILABILITY, AND BUILDER DISCRETION. NOTE 2x6 BARGE BD. __ 5 ADDRESS MUST BE LOCATED W/METAL- ONTHEHOUSENMEREITISEASILY EDGE - - SEENFROMTHEMAINACCESSROAD -- - (OWNER RESPONSIBILITY) LEGEND -- STE U"- RAISEE 1-0" 1-0" .x 12 BELLY BD. _ �FF.E.=BFE+1.0' BFE=i4]' HA = T FOUNDATION FLOOD VENT DPENINGS: THE BOTTOM OF EA. OPENING SHALL NOT BE MORE THAN 12" ABOVE THE HIGHER OF THE FINAL GRADE OR INTERIOR GRADE. R322.2.21 �. F.F E. =aFE+ 10' 7 BFE-N]' .H4 =946.1' L- - - - -------------- FRONT------- FRONT ELEVATION - EAST 1/6" = T-0" -------------------------- - � _I-zs------ LEFT ELEVATION - SOUTH 1/8" = 1'-D" PLAIN ELF" BELM 0 0 C L — — — — — — �— = — — — — — = REAR ELEVATION - WEST 1/8" = T-0" .-RIDGE VENTING -RIDGE VENTING — x6FASCIABD— zszs-� 514x4 WNDOWTRIM 01 00 e� aoo i FINISHED GRADE eA x 4 CORNER TRIM w CEMENT IAP SIDING Em POSTE DEAN FINISHED GRADE BY WRAPPED W/ OMMER SHALL SLOPE c� FIBER CEMENT AMY FROM BLDG B' •�0 SIDING IN 10'-D"MIN. -------------------------- - � _I-zs------ LEFT ELEVATION - SOUTH 1/8" = 1'-D" PLAIN ELF" BELM 0 0 C L — — — — — — �— = — — — — — = REAR ELEVATION - WEST 1/8" = T-0" .-RIDGE VENTING -RIDGE VENTING — ______ ---s —ue zszs-� BOTTOM OF VENT RIGHT ELEVATION 12" ABOVE 01 00 e� aoo i FINISHED GRADE 1/H" = 1._D.. w Em O� Sq m. J� c� J � •�0 2� ______ ---s —ue zszs-� BOTTOM OF VENT RIGHT ELEVATION 12" ABOVE - NORTH FINISHED GRADE 1/H" = 1._D.. LL Z OO w x w w -j w HILINE HOMES 1130 62ND AVENUE PUYALLUP WA. 96373 (253) ]]0.2244 ext, 129 PLAN: 1675L DATE: 5/31/22 JOB#: 2002-2169 E u„ �N w Em O� Sq m. J� c� J � •�0 2� I=® no 0 wQo '00 0', J b w K W o Q w u w z J p .0- K K w ¢ 0 W a Lu m z a Q n m � Z 4n Wod CI N N Jn W u 0O LL� Z m Z Na F Q0 Of V1 Q LL Z OO w x w w -j w HILINE HOMES 1130 62ND AVENUE PUYALLUP WA. 96373 (253) ]]0.2244 ext, 129 PLAN: 1675L DATE: 5/31/22 JOB#: 2002-2169 10dRAILS @8"OC— INTO CRIPPLEWALL\ TOP PLATES \/\ SHEARWALL EDGE EDGE NAILING IAPSHEATHING AT TOP PLATE SHEARWALL — EDGE NAILING NAIL TOP PLATES — TOGETHER P61 Od NAILS @ 12" O.C. SPLICES SHALL BE A MIN. OF 48" ATTACHED WI 1 Od NAILS @ 6" O.C. ATTACH OSB SHEATHING TO MUDSILL W/ Rd NAILS PER SHEARWALL PLAN RAILING, MUDSILLANCHORAGE PER PLAN. SEE SHEET CS "FOUNDATION & FLOOR FRAMING NOTES" NOTE: • IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRESTHD HOLDOWN, OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, ATTACH MAIN LEVEL SHEARWALL TO FOUNDATION USING SIMPSON HTT5 ATTACHED TO 3" FRAMING AT MAIN LEVEL WALL W/(26) 10d x 2Y2" NAILS AND i"0 THREADED ROD EMBEDDED MINIMUM I1" INTO CONCRETE STEM WALL USING SIMPSONAT-XP EPDXY, CHECK NTH LOCAL JURISDICTIONS IF SPECIAL INSPECTIONS IS REQUIRED (BEFORE DRILLING AND INSTALLING ANCHOR) TOP FLANGE JOIST HANGER TO HANG OFF THE DOUBLE TOP PLATE OF THE CRIPPLE WALL. ATTACH HANGER PER MFR. WHEN HOLOOWNS ARE REQUIRED WHERE A CRIPPLE WALL IS USED, CENTERASIMPSON_ NOTE: IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN, OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, ATTACH MAIN LEVEL SHEARWALLTO FOUNDATION USING SIMPSON HTT5 ATTACHED TO 3" FRAMING AT MAIN LEVEL WALL W/ (26)1 Od x 2Y2" NAILS AND %"O THREADED ROD AND COUPLER ATTACHED TO SIMPSON SSTB16 ANCHOR BOLT NOTE: 1, FOR SEISMIC DESIGN AREAS DO, Di AND D2WHERE UNBALANCED BACKFILL DOES NOT EXCEED 4'-O" AND STEM WALL DOES NOT EXCEED 4'-6" IN HEIGHT, STEM WALL IS PERMITTED TO BE 6" THICK WI (1) R4 CONTINUOUS REBAR WITHIN TOP 12" OF FOUNDATION WALL. (§ R404.1 0.2,E%CEPTION 3 ) 2. MERE THERE IS MORE THAN 4'-P'OF UNBALANCED BACKFILL WALLS MUST BE LATERALLY RESTRAINED AT THE TOP AND BOTTOM (OR) DESIGNED AS A RETAINING WALL. 3, ALL C RIPPLE WALLS ARE TO BE SHEATHED AND NAILED PER SHEARWALL DETAILS AS SHOWN ON PLANS. WHEN PLANS CALL FOR A HOLDOWN AND THERE IS A CRIPPLE WALL AT THAT LOCATION, THERE MUST BE A CONNECTION WOE FROM THE FOUNDATION TO THE WIN LEVEL SHEARWALL. 3.1. USE SIMPSON MST48 STRAP AT HOLDOWN LOCATION TO CONNECT CRIPPLE WALL TO SHEARWALL ABOVE (SEE DETAIL 1 SELO . C IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN, OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, THERE MUST BE AN ALTERNATIVE HOLDOWN INSTALLED. THE FOLLOWING METHODS APPLY TO RIM BOARD OR HUNG FLOOR SYSTEM. USE ONE OR MORE OF THE FOLLOWING METHODS'. 4.1. USE SIMPSON HTT5 ATTACHED TO 3" FOAMING AT MAIN LEVEL WALL WI(26) 1 Od x 2Y," NAILS AND a"O THREADED ROD EMBEDDED MINIMUM 11 "IMO CONCRETE STEM WALL USING SIMPSON AT -XP EPDXY (SEE ALT. HOLDOWN OPTION 11. 42, USE SIMPSON HTT5 ATTACHED TO 3" FRWUNGAT MAIN LEVEL WALL W/ (26)10d x 212" NAILS AND %--0 THREADED ROD AND %' COUPLER ATTACHED TO SIMPSON SSTS16 ANCHOR BOLT (SEE ALT. HOLDOWN OPTION 2). S. THIS DETAIL IS INTENDED TO SHOW THE SHEAR TRANSFER FROM THE MAIN LEVEL WALLS TO THE PRESCRIPTIVE FOUNDATION USING CRIPPLE WALLS THAT DO NOT EXCEED SIX FEET IN HEIGHT. STEPPED FOUNDATION / CRIPPLE WALL SHEAR TRANSFER TO PRESCTIPTIVE FOUNDATION NTS 2x SOLE PLATE %" T&G SUBFLOORING 2X P T. MUD SILL E �N O u„ w E2 O� Sp Cm J v C xE 10 O w >V O n� amn ,00 M �M W Rw w�0_JA rc O Z_ w y ¢ Z e-) a Wa LU m Z CL QYZWu O m U) -j ! P rw .a O 0 o Zm Zh � tt a U1 Z (n O P: Q z w Ow LL a W Q = H C0 HILINE HOMES 1130662NDAVENLE PDYALWP WA QMM (253) n"2W ext 129 PLAN: 1675L DATE: 5/31/22 JOB* 2002-2169 EG 16d NAILS @e" SHEARWALL O. C. INTO RIM EDGE BOARD NAILING RIM BOARD SHEARWALL NAILJOIST EDGE FLANGE TO TOP NAILING PLATE PER JOISTMFR. LAP SHEATHING AT TOP PLATE TOENAIL RIMBOARD TO SHEARWALL TOP PLATE W/ 1 O EDGE NAILS@12"O.C. NAILING U.N.O. RIM BOARD OPTION NOTE: 1, FOR SEISMIC DESIGN AREAS DO, Di AND D2WHERE UNBALANCED BACKFILL DOES NOT EXCEED 4'-O" AND STEM WALL DOES NOT EXCEED 4'-6" IN HEIGHT, STEM WALL IS PERMITTED TO BE 6" THICK WI (1) R4 CONTINUOUS REBAR WITHIN TOP 12" OF FOUNDATION WALL. (§ R404.1 0.2,E%CEPTION 3 ) 2. MERE THERE IS MORE THAN 4'-P'OF UNBALANCED BACKFILL WALLS MUST BE LATERALLY RESTRAINED AT THE TOP AND BOTTOM (OR) DESIGNED AS A RETAINING WALL. 3, ALL C RIPPLE WALLS ARE TO BE SHEATHED AND NAILED PER SHEARWALL DETAILS AS SHOWN ON PLANS. WHEN PLANS CALL FOR A HOLDOWN AND THERE IS A CRIPPLE WALL AT THAT LOCATION, THERE MUST BE A CONNECTION WOE FROM THE FOUNDATION TO THE WIN LEVEL SHEARWALL. 3.1. USE SIMPSON MST48 STRAP AT HOLDOWN LOCATION TO CONNECT CRIPPLE WALL TO SHEARWALL ABOVE (SEE DETAIL 1 SELO . C IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN, OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, THERE MUST BE AN ALTERNATIVE HOLDOWN INSTALLED. THE FOLLOWING METHODS APPLY TO RIM BOARD OR HUNG FLOOR SYSTEM. USE ONE OR MORE OF THE FOLLOWING METHODS'. 4.1. USE SIMPSON HTT5 ATTACHED TO 3" FOAMING AT MAIN LEVEL WALL WI(26) 1 Od x 2Y," NAILS AND a"O THREADED ROD EMBEDDED MINIMUM 11 "IMO CONCRETE STEM WALL USING SIMPSON AT -XP EPDXY (SEE ALT. HOLDOWN OPTION 11. 42, USE SIMPSON HTT5 ATTACHED TO 3" FRWUNGAT MAIN LEVEL WALL W/ (26)10d x 212" NAILS AND %--0 THREADED ROD AND %' COUPLER ATTACHED TO SIMPSON SSTS16 ANCHOR BOLT (SEE ALT. HOLDOWN OPTION 2). S. THIS DETAIL IS INTENDED TO SHOW THE SHEAR TRANSFER FROM THE MAIN LEVEL WALLS TO THE PRESCRIPTIVE FOUNDATION USING CRIPPLE WALLS THAT DO NOT EXCEED SIX FEET IN HEIGHT. STEPPED FOUNDATION / CRIPPLE WALL SHEAR TRANSFER TO PRESCTIPTIVE FOUNDATION NTS 2x SOLE PLATE %" T&G SUBFLOORING 2X P T. MUD SILL E �N O u„ w E2 O� Sp Cm J v C xE 10 O w >V O n� amn ,00 M �M W Rw w�0_JA rc O Z_ w y ¢ Z e-) a Wa LU m Z CL QYZWu O m U) -j ! P rw .a O 0 o Zm Zh � tt a U1 Z (n O P: Q z w Ow LL a W Q = H C0 HILINE HOMES 1130662NDAVENLE PDYALWP WA QMM (253) n"2W ext 129 PLAN: 1675L DATE: 5/31/22 JOB* 2002-2169 EG FLOOR (4) IDC NAILS SHEATHING POSTORSTUDS- E FLOOR PER PUN - TIGHT TO JOISTPER FLOOR w E m0E Ed PUN OS "SIMPSON'ABU m= J� SEE SHEET 51 ESD CONNECTOROR I3 �® FOR FOOTING 7 EQUIVALENT SIZE INSTALLED PER MFR. �O°n 66 POSITIVE FOOTING CONN. TO mM DETAIL GO NTS 24'x24"OV GONG. FTG. (3)D4 REBAR E.W. mvy' I ;Laay�la� TOTAL VENTS REQUIRED TOTAL VENTS PROVIDED TOTAL VENTIUTION PROVIDED TOTAL GARAGE AREA TOTAL VENTS REQUIRED TOTAL VENTS PROVIDED TOTAL VENTILATION PROVIDED =713 FP =m2672IN' (1I144) = 7131N• = e" X 16" ASSUMED NEA = 10 VENTS = 11 VENTS 7921N` = 250 FT' = 36,000 INP = 3 VENTS = 3 VENTS = 2161N' ATTENTION RT POINT s Pawrvu="SIMPSON' STHDI4 HOLDOM SEE START JOIST 4 4 um. on 4 4 4 DETAIL S ON SHEET 06.(TOTAL =4) 9 Iv.Bibxrc 4 16" x 6" SCREENED WL vnpTxaiuu BUT Q TYPICAL t N 16.2"O.C. iosL�wASE., GUNDATION FOUNDATION VENT I OPE x,r S TYPICAL B IL ="SIMPSON" 5THD10 HOLDOM SEE •tp"--6•,d••- , -g3•- 2 DETAIL 2 ON SHEET $6.(TOTAL =2) TRIAL TO H.D.12• TO H.D.' TO Am = I PCA TMP "SIMPSON" STHD14 HOLDOM SEE a - - - IDETAIL 4 ON SHEET BE. (TOTAL =2) 3 15 TYP AL -1 F UN.O. CRAWL Q I 124"24"x12" r="SIMPSON" STHDI4 HOLDOM SEE ACCESS I DETAIL 3 ON SHEET 56.(TOTAL =10) 6" P _ _ 16"x16'ktY' O GONG. FTG. 4 U. .O. _ GOAD PIER _ Ml (3) EE. W. WL #9 EW i^ DRYER -j r W/POI CONIN ^' VENT .°�' 4 10'4x' - -BARRIER { CRAWL SPACE. LAPDUT 2^24'.12, Im osi2oi2oz2 s!UCES 1T MW. x'' i DOING. FTG BRED 3'PROFFs, Z 2" / w/(3)M s/ - -i 5' RERAR E. W. V\� IN E, �y O BLOCKOLR FOR 24'424"x12" L ?—MAN ,V.1 _V COAt IflC G 24"24"x12"AMONG. G L_ i ;ne BEHAR EM N I� WPOS.0PIER Wl NEW I = 2' -By' m W�2-Qo.4 -I VJl POS. CONN. y z 4" CONC. SUB ON 2�0t" ^ 4x4 PO TO HD m a rcCOMPACTED GRAVEL TO HD (SEE U - I t �(s!FI L DOOR.SLAB DN - 1 ON 51 _ LL o 6m POST EXPIRES: 12/31/23 OFFSET 14 4 usaix°igxe°Emw cF 4 S TO PIER b S4 _ I"T:'I°fM6n°Ewm° CONN. �+ - HILINE HOMES 1 {; ;0[EnNI 1130662NDAVENUE _ _ aa¢pxjl lm0cvnl N y` / PUOT-UP WA, 853]3 (253) 772244 ANT tee FLOOD HAZARD ZONE NOTES: E"TKILK - PLAN: 1675L 4W' BASEELGDDELIMARON. MAINE- t 1 ETEM WALL 1 1 24"8x12"GONG DATE: 5131/22 HOUSE FLOOR FINISHED HEGM TO BE MIN. IT ABOVE BFE STEMWALL 1W IT LOCATEALLSUPPLYAND RETURN HVAC DUCTSAT OR ABOVE SEE QRC FEES 1.01. PIER W/ PONS. CONN. LEGEND .fOBti: 2002-2169 4. ELEVATEREAT PUMP EQUIPMENT TO BEATOR ABOVE BFE('ED FEE i, 0 °. 2•-0' ROUGH Wt (3)N FIW DOPENINGSLe CE:TCULNEAREAREOUIRED= ]131N'IIRG322221. 6'-3 ^' 5.1. USEMIN.20-8'X10"FORFLOLLOPENINGS(STANDARD VENT STYLE ASSUMED NET AREA OF CS SAWOPEN. 2'-0" 2-Vd ]'-9z" 2'-6" OC -15-X24-INSULATED EVENLY SPACEDON OIFFERENTSIDEB OF THE ENCLOSEDAREA. / CRAWL ACCESS W/ 6. FLOOD OPENINGS FOR GARAGE: TOTAL NETAREA REQUIRED= 250IMIING.,2.21 T- IT V•1FATHERSTRIPPING 8.1. USEMIN.]-B"X18'FLOOD OPENINGS STANDARD VENTBTYLEP05UME0 NETAPFA OF]2511 12' -fl" 13'-01 S EENINGSPACEDBE QNVENLY SPACED ON E. DIFFERENT IOF FOUNDATION PLAN �i OPENINGS SUMILL SHALT HE OF TH ED ON THAT CANNOT BE CLOSE ENGLOBED AREA. 2$'-tt" fl FLWOOPENINGS SIULL BE OF THE TPE THAT CANNOT BE CLOSED AND MUST REMAIN ( D nYGPEN. STERE. orPLOODCRENINOSSNALLSEAMAXISFEABOVE LWSPACE GRADE HEIGHT 10 12INTERIOR GRADEOF CIVAL SPACETO BE EQUAL TO OR ABOVE FINAL EXERIOR GRADE . E O �N w E m0E Ed OS m= J� Cu J ESD So I3 �® nED ED ED �O°n ,00 mM GO <w H aLLit ¢ vi G ZJ _w O W DO Z n Z O O v W I— ,Ov U) N J Vt -J W N 0I` LL� Zm Z. o K C- U N .°�' 4 10'4x' - -BARRIER { CRAWL SPACE. LAPDUT 2^24'.12, Im osi2oi2oz2 s!UCES 1T MW. x'' i DOING. FTG BRED 3'PROFFs, Z 2" / w/(3)M s/ - -i 5' RERAR E. W. V\� IN E, �y O BLOCKOLR FOR 24'424"x12" L ?—MAN ,V.1 _V COAt IflC G 24"24"x12"AMONG. G L_ i ;ne BEHAR EM N I� WPOS.0PIER Wl NEW I = 2' -By' m W�2-Qo.4 -I VJl POS. CONN. y z 4" CONC. SUB ON 2�0t" ^ 4x4 PO TO HD m a rcCOMPACTED GRAVEL TO HD (SEE U - I t �(s!FI L DOOR.SLAB DN - 1 ON 51 _ LL o 6m POST EXPIRES: 12/31/23 OFFSET 14 4 usaix°igxe°Emw cF 4 S TO PIER b S4 _ I"T:'I°fM6n°Ewm° CONN. �+ - HILINE HOMES 1 {; ;0[EnNI 1130662NDAVENUE _ _ aa¢pxjl lm0cvnl N y` / PUOT-UP WA, 853]3 (253) 772244 ANT tee FLOOD HAZARD ZONE NOTES: E"TKILK - PLAN: 1675L 4W' BASEELGDDELIMARON. MAINE- t 1 ETEM WALL 1 1 24"8x12"GONG DATE: 5131/22 HOUSE FLOOR FINISHED HEGM TO BE MIN. IT ABOVE BFE STEMWALL 1W IT LOCATEALLSUPPLYAND RETURN HVAC DUCTSAT OR ABOVE SEE QRC FEES 1.01. PIER W/ PONS. CONN. LEGEND .fOBti: 2002-2169 4. ELEVATEREAT PUMP EQUIPMENT TO BEATOR ABOVE BFE('ED FEE i, 0 °. 2•-0' ROUGH Wt (3)N FIW DOPENINGSLe CE:TCULNEAREAREOUIRED= ]131N'IIRG322221. 6'-3 ^' 5.1. USEMIN.20-8'X10"FORFLOLLOPENINGS(STANDARD VENT STYLE ASSUMED NET AREA OF CS SAWOPEN. 2'-0" 2-Vd ]'-9z" 2'-6" OC -15-X24-INSULATED EVENLY SPACEDON OIFFERENTSIDEB OF THE ENCLOSEDAREA. / CRAWL ACCESS W/ 6. FLOOD OPENINGS FOR GARAGE: TOTAL NETAREA REQUIRED= 250IMIING.,2.21 T- IT V•1FATHERSTRIPPING 8.1. USEMIN.]-B"X18'FLOOD OPENINGS STANDARD VENTBTYLEP05UME0 NETAPFA OF]2511 12' -fl" 13'-01 S EENINGSPACEDBE QNVENLY SPACED ON E. DIFFERENT IOF FOUNDATION PLAN �i OPENINGS SUMILL SHALT HE OF TH ED ON THAT CANNOT BE CLOSE ENGLOBED AREA. 2$'-tt" fl FLWOOPENINGS SIULL BE OF THE TPE THAT CANNOT BE CLOSED AND MUST REMAIN ( D nYGPEN. STERE. orPLOODCRENINOSSNALLSEAMAXISFEABOVE LWSPACE GRADE HEIGHT 10 12INTERIOR GRADEOF CIVAL SPACETO BE EQUAL TO OR ABOVE FINAL EXERIOR GRADE .