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Home My WebLink AboutPLANS - 05-00003 - 240 Dividend Dr - Familian NW AdditionI A oil l 0*4"q a a (208) 359 -2309 Fax (208) 359 -2271 i AREA MAP PROJECT ADDRESS DD ES S x 240 E DIVIDEND DRN X 9[100 N j 33 IRFXBURG w tsoo w JOB 5I TE E t000 N ' G7 J REUM MAMM AN*4w _ a - N ST MADISON REG11EAwON ! CoLwry F NIBA ac FARCIw91/O'S w 2nd ST s N M i RDSM mf COURK ,r ; w l N E lot N ST 33 a Mw ST. I a rAi+ ST. n C IF fit S ST I o ❑ rwx � j i own 4 s lam aoil UA cmavmm A «, a 710 s ARCHITECTU" BASIS OF DESIGN 1. GOVERNING BUILDING CODE ................... 2000 IBC 2. GRAVITY DESIGN DEAD LOAD RO OF ............................... 25 PSF j r FLOOR .............................. 35 PSF PARTITIONS ......................... 20 PSF SUSPENDED FLOOR LIVE LOAD CORRIDORS .......................... 100 PSF j ROOMS.... ......................... 80 PSF MECHANICAL ......................... 100 PSF SNOW LOAD GROUND SNOW ........................ 23 PSF j ROOF SNOW .......................... 30 PSF Ce........................... ..... 1,1 IS.. ............................... 1.2 I Ct. 1, 4 LIFTING PER ASCE 7 3. WIND DESIGN) BASIC WIND SPEED (3 SEC. GUST) ......... 90 MPH EXPOSURE ............................... C Iw...... ............................... 1.15 i 4. SEISMIC DESIGN LATERAL SYSTEM ............... PLYWOOD SHEAR WALLS SEISMIC DESIGN PROCEDURE .............. EQUIVALENT PORTION OF SNOW LOAD INCLUDED.......... 0% SEISMIC USE GROUP ...................... 3 I I SITE CLASS., ............... D SEISMIC DESIGN CATEGORY ................ D i j R... .. ............................... 6 j OMEGA ... ............................... 3 IE..................................... 1.5 BUILDING PERIOD T. .. . .................. 0.152 SEC j BASE SHEAR V ........................... 0.069 g Ss CHART VALUE ......................... 0.392 g S1 CHART VALUE ......................... 0,128 g j SDS .... ............................... 0.388 g i SDI.. .. ..................... 0.195 g I SITE COEFFICIENT Fa .................... 1.49 SITE COEFFICIENT Fv .................... 2.29 5. SO I LSI SOIL BEARING PRESSURE .................. 2000 PSF LATERAL EARTH PRESSURE ................. 35 PSF MINIMUM FROST COVER .................... 36 INCHES V , 1152 BOND AVENUE REXBURG, IDAHO 83440 2000 IBC ANALYSIS TYPE OF CONST. OCCUPANCY GROUP ALLOWABLE BLDG. HT. ACTUAL BLDG. HT. ALLOWABLE BLDG. AREA ACTUAL BLDG. AREA ALLOWABLE AREA INCREASE V - B S -1 1 STORY 1 STORY 9,000 SQ. FT. 9,000 SQ. FT. NOT REQUIRED DRAWING IN - ----------- -- ......... .... _l f I 1 1 I i I I � 1 i 1 I — ----- — --�c EXI &ATE )E--- — X EXIST. 61416H GRAIN LINK FENCE I i I 1 EXISTIN6 1 FAM I L I AN NORTHYEST I BUILDIN& CD I I 1 I N I 1 I O �1 2 -I �0 I 4 I I i I � 1 I I I I I i 3 1 � I z_ I I � I I I i I I i I i I I I EXIST. 6 141611 CHAIN LINK FEN& EX I STING SI TS PLAN SCA to _ RY . Nam NOTES �I RELOCATE EXIST. CATCH BASIN U2 REMOVE EXIST. ASPHALT SHADED AREA EXIST. ASPHALT PROTECT FROM DAMA6E �4 REMOVE EXIST. GONG. APRON U5 EXIST. LANSCAPE T w- T A d �c I 1 1 I i I I � 1 i 1 I — ----- — --�c EXI &ATE )E--- — X EXIST. 61416H GRAIN LINK FENCE I i I 1 EXISTIN6 1 FAM I L I AN NORTHYEST I BUILDIN& CD I I 1 I N I 1 I O �1 2 -I �0 I 4 I I i I � 1 I I I I I i 3 1 � I z_ I I � I I I i I I i I i I I I EXIST. 6 141611 CHAIN LINK FEN& EX I STING SI TS PLAN SCA to _ RY . Nam NOTES �I RELOCATE EXIST. CATCH BASIN U2 REMOVE EXIST. ASPHALT SHADED AREA EXIST. ASPHALT PROTECT FROM DAMA6E �4 REMOVE EXIST. GONG. APRON U5 EXIST. LANSCAPE T T A d �c 5 y u r �� Y' � 3 � � 3 1 z x 0` PXC� � �. A A d �c 5 y u r �� Y' 0) tD Lfi O CV EXIST. ASPHALT i' I —1c EXIST. GATE X — x — L- x EXIST. V H16H CHAIN LINK FENCE O EXIST. ' C.®. zZ ' U 2 H x _N UJ s ,� I '� T ffig M ay 'A la NOMM NOTES I NEW CATCH BASIN t FRENCH DRAIN �2 NEA ASPHALT SLOPE TO NEW FRENCH DRAIN �3 EXIST. ASPHALT PROTECT FROM DAMAGE. �4 NEW LAND50APE �5 EXIST. CATCH BASIN AND FRENCH DRAIN '.� pla lilIM . xt §`; IIMIY FLOOR r- .AN SCALES va" : V O" rT: k F E FLOOR r- .AN SCALES va" : V O" rT: 116 _ v TO E TOP OF J015T BEARING METAL 51011 TO MATCH EXIST z: rz: f:._. �t: O L ELEV. EOi' -IQ TOP OFOF — WN.L O L E_VO 100 -0" FINISWD FLOOR / AN ELEV. q1" -10 "1 SCALE, I/8" s 1' - 0 r r: i..r°YAT10 5CAL.E, 118" - V - O' AEST ELEVATION SCALE, 118° - 1'- O" ELEV. II6' -1° TOP OF JOIST 8l:ARlNG !"ETAL SIDIN6 TO MATCH EXIST ELEV. 101' -10 " TOP OF WNJ ELEV. 100' -0 FINISHED FLOOR qv ,EIxv- 4 11 " - 10" Ak DBL. 2X10 HEADER W11/16 OSB SHEATHING SPACD 2X6 TOP AND BOTTOM PLATE EA METAL SIDIN6 :- m 1/16' 058 SHEATHIN6 - '' METAL 'PRIM 1/2" _ �. ' ' b SEALANT BOTH _ _ i SIDES TYP, FRAME ANC.FiOF25 j NEW H M FRAME 1 -112" HE V SCALE, 1 V2'- V- O' A-3 77 H.M. DOOR NEW ASPHALT METAL THRESHOLD j NEW CONC. FLOOR i MATCH JAMB WIDTH ELEV. 116' -1 TOP OF JOIST BEARING METAL 51DIN6 rO MATCH EXIST T RLASHOLP G SCALE, i in' = V- O• A - 9 (2) 2X6 BEYOND TO MOUNT SPRIN6 SPRIN6 DOOR TRACK m M- (2) 1-3/4" x 11 -1/8° LY.L. 1/16 0.521. BOTH SIDES ! b 2X8 REDWOOD CUT TO FIT PRE - FINISHED METAL TRIM HEAD n SCALE, 1 1/2' = i' - V ,�►-3 —. ELEV. 116' -I" dh i TOP OF JOIST BEARING —� (2) 2,X6 CONT. Z b (" 1116" Or.7B (3) 2X65 PRE - FINISHED TRIM HOLD DC Wd SEE DETAIL A/5-1 xf �I NEW STL SIDING NORTH ELEVATI HEAD SCALE, 1/8" = 1' - O' SCALE, i In' = V - o' A-:a sz DRAWING NO* ME: 273 -0-M -1 + 14 3 Of ' f Iv. SOUTH ELEVATION 6 -112° i i 24 GOM IRAGTED FILL SECTION a SGALE1 VW - I' - o' A - 4 INL 1`'tLL I I I V IN =AID I INC7 f;5 Ll. INC7 - i ifI .� .� • ♦. / _.. .L+ .. ii -' ' -_ �.. � SECTION $ SCALE+ VW = i` - o' A-4 67ENEKAL NOTES: REMOVE EXIST. METAL 510IN6, FASCIA METAL, SOFFIT AND TRIM. SOUTH END OF BUILDINc5 WHERE NEW ADDITION ACCUR5. PEW METAL ROOF H8, ONE PER TfaJ% / OUTRI66E-R PEER PLACE ON OPPOSITE SIDE OF A34. ATTACH TO WOOD PLATE. FASCIA HOARD —,- PEW BEVELED BL.O¢ TYP. EVERY TRUSS. AM ONE ON EACH PIECE OF 5LOGKIN6 (24' oz. MAX) TIRAW / OUTR156M A34, ONE PER TRUSS / OU'TRI66M DBL. 2X6 TOP PLATE EM"6"AL D SGALE. I12' - P - o' A-4 CL' AIL G SCALE& V4' - P - O' A-4 3o r • -• M 5/6' GYP. BD. TYPE 'X' FIRE TAPED TRi195 O 24 O.G. 156 FELT ON IAA* 055 SHEATHING SOLID BL.00.KIN5 BETYEEN EVERY TRU55 5EE DETAIL D /A-4 `--- 2X6 FASCIA 80. VENTILATED METAL SOFFIT -- PEW METAL SIDING ---1/16' 05B 5HEATHIN5 --2X6 !UXID BLOOKIN6 • 46" O.G. — 2X6'5 O 24' O.G. — item. '1/16' 055 5HEATHINS EM."AIL r k ofo. n: few qn- moor ON so MT 4 , ?� C" 1A6' OSD StEATHRO AILr -..,, N®M TRU56 AdA W AND ATtAGIED TO EXISTING TRUSS. PRE- raftIrlD SEE DETAIL E/A-4 METAL DRIP WOE M !16' -t' -le N EL. METAL IFLASHRO 2X6 SOLID BLAC.KIN6 L "a . to. ON. 2X& TOP PLATE BD. • 4'-0' of,. FIRL' T+ ED rW T APP EXIST. po" or eu EXIST. TRUl56 1W ow SNLATH616 296 ]4 Or,. Remcpsm EXIST; METAL SI me a NW" METAL SIDING *SA- 8 "Off t FASCIA METAL. 2X6'!5 24• or,. 2 ► 81.OGKil16 * , 0 11 O G STL- SIDING MATCH EXIST. 2X6 !'�.DGiG 46 or., { W" META. S MATGN ' EXIST ISALD sw ayp to *uw ow SNGkl" (ammo ON '7W o re 'J' GYP 5/b' . W. FIDE TAPED TAPED NHM Eb' Afl1+FU11.T lo"Iff" ali w. IOt`-10" 2X6 NJ. PLATE TNEATED EXIST. "Vk Yi41i.1. NM LANCeC'APE —�. hUSild 9E11 l 0 aaw oG. /^ NBM 4 G0W) FLOOR � 6' dRANA-AR BASE or K4" IV NE3'13' ASPiIA.T PY Sill HEALER 6, BAG!' 4' KOM 24 GOM IRAGTED FILL SECTION a SGALE1 VW - I' - o' A - 4 INL 1`'tLL I I I V IN =AID I INC7 f;5 Ll. INC7 - i ifI .� .� • ♦. / _.. .L+ .. ii -' ' -_ �.. � SECTION $ SCALE+ VW = i` - o' A-4 67ENEKAL NOTES: REMOVE EXIST. METAL 510IN6, FASCIA METAL, SOFFIT AND TRIM. SOUTH END OF BUILDINc5 WHERE NEW ADDITION ACCUR5. PEW METAL ROOF H8, ONE PER TfaJ% / OUTRI66E-R PEER PLACE ON OPPOSITE SIDE OF A34. ATTACH TO WOOD PLATE. FASCIA HOARD —,- PEW BEVELED BL.O¢ TYP. EVERY TRUSS. AM ONE ON EACH PIECE OF 5LOGKIN6 (24' oz. MAX) TIRAW / OUTR156M A34, ONE PER TRUSS / OU'TRI66M DBL. 2X6 TOP PLATE EM"6"AL D SGALE. I12' - P - o' A-4 CL' AIL G SCALE& V4' - P - O' A-4 3o r • -• M 5/6' GYP. BD. TYPE 'X' FIRE TAPED TRi195 O 24 O.G. 156 FELT ON IAA* 055 SHEATHING SOLID BL.00.KIN5 BETYEEN EVERY TRU55 5EE DETAIL D /A-4 `--- 2X6 FASCIA 80. VENTILATED METAL SOFFIT -- PEW METAL SIDING ---1/16' 05B 5HEATHIN5 --2X6 !UXID BLOOKIN6 • 46" O.G. — 2X6'5 O 24' O.G. — item. '1/16' 055 5HEATHINS EM."AIL r i i n: i i NOTES F (2I 2X105 HEADER ;2X6 ouTRI66ERS 0 24' O.C. (2) 2XIOS SEE DETAIL G /A� HEADER TYP. TRUSS TO WALL C4t#+E6TI0N (2)1-3/4" X II -7/8' L:VL. HEADER a a I l l i l f l l l i I I I I I I I I I I l I I I i I 1 1 1 1 1 1 I I I I I I! I I I I I! I I! I I I I I I I i l l l l l l l l l I l l l l i l f i l l I z --- -_ - - -- — — — — — — — — — — — — — — — — - - - - - -� - EXIST. FT'6 .r I 1 *xv D " . SEE W r A � it y . . TAB tCI '- Gt*° y A / *4 y( ( o i l l l l! I I i l l l r l I I I i l l l l l I I ADDITIO i I I I I � I L -- F IF S � W2 I1 I I I I 1 I t I t I I 1 ( !1 T.O.K 101 , , II I1 k (2) 2XIOS SEE DETAIL G /A� HEADER TYP. TRUSS TO WALL C4t#+E6TI0N (2)1-3/4" X II -7/8' L:VL. HEADER a a z --- -_ - - -- — — — — — — — — — — — — — — — — - - - - - -� - EXIST. FT'6 .r I 1 *xv D " . SEE W r A � it y . . TAB tCI '- Gt*° y A / *4 y( S � W2 I1 I I I I 1 I t I t I I 1 ( !1 T.O.K 101 , , II I1 k rw IRN, Y� �RUDICJN DRAWN I e" I I I HOLD DOY'Mi , T.Q. FNpPI. I rfEE DETAIL A/3-1 HOLD DOW T.O.W. 101 " -KY 3 � MAIL N3 -I 4.EY. -+M { T.O. "4^ _ T.b K W- 10* �� x . - - - - - -- - - - - �� _ _ - - - - - - - Nq 14'-0' 50' -0' 1WOfm FRAM I N PLAN 50AIX, 1/8' = I' - 0' V LMI- - 3 SEE DETAIL 5/5-1 3 - -- — -- -- -- - -- -- - -- - - -_- -__ __= -- - — - — — — — — — - - -- �! I I I! jl I I 11 I 1 i it I 11 I;I I ► l CI Ii I ( I ( 1 I I (l I I I I I ,I I I EXIST. I ( WAREHOUSE I' i I II I II I� +I I I i I I I I I ill ( I I � ( I � III I I I it i I I i I SEE DETAIL B/5-I (I - -- 7 _ FOUNDATION ANO I =OOTI N6 PLAN SCALE, 1/8' a I' - O" NORTi`I 0I NEW 4" GONG. FLOOF �a NEW FOOTIN6 4 FNDN WALL O EXIST. FOOTING 3 FNDN WALL . FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION WITH NOT LESS THAN 1/2" DIAMETER STEEL BOLTS OR APPROVED ANCHOR5 BOLTS SHALL BE EMBEDDED AT LEAST 1" INTO CONCRETE AND SPACED NOT MORE THAN 6 FEET APART. THERE SHALL BE A MINIMUM OF 2 BOLTS OR ANCHORS STRAPS PER PIECE WITH BOLT OR ANCHOR STRAPS LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. . FOOTINGS: 1' -5" W X 5" D W/(2) *4 BAR CONT. HORZ. AND *4 BAR VERT. 0 24" O.G. FOUNDATION: 5" W 4'-O" W WITH 3 #4 ® 16" O.G. HORZ. # *4 BAR o 24" O.G. VERT. 7/Ib' 0915 SHEATIN6 2X6 24 O.C. PLAN VIEW OUTSIDE FACE OF FOIAVAT10N SIMPSON PHD2 PRE - DEFLECTED HOLD DC OR EQUAL KASHM 2X6 TREATED 50TTOM PLATE — NEW GONG. FNDN WALL — SIMPSON PH02 PRE - DEFLECTED HOLD DOWN OR EQUAL /-- (3) 2Xb'S ►II' - P4000 SCAF :. �. ELEV DETAIL a SCALE= 3/4' =I' NEW 2X6 WALL 0 24' O.C. ON 2X6 TREATED PLATE ON SILL SEALER W/I/2' MIN DIA J BOLTS EMBEDED 7' MIN. r 7/16 455 SHEATHS SILL SEALER NEW 8" GONG. FNDN. WALL *4 BAR 0 16' O.G. VERTICAL *4 BAR 0 16' O.G. VERTICAL 4 .� 4 a 4 . it 4 de d a, 4 d U 111 EXIST. 2X6 WALL EXIST. TREATED 2X6 PLATE ANCHOR BOLT EXIST. FNDN WALL EXIST GONG. FLOOR DOWEL NE104 TO EXIST. DRILL ! EPDXY 6' MIN. EMBED TYP. C OHEL NEW TO EXIST. DRILL < EPDXY 6' MIN. QED TYR CM -10" T.O.F. (V9. MPY -MAT04 ELEV. FO EXIST. FT'6) VETAI L B z � � - EXIST. FT'6 '3 k IRN, Y� DRAWN FKk V- F h 3 � �� x