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Home My WebLink AboutFLOOR PLAN - 08-00106 - Henry's Fork - Bldg 4HVG INTERPM5M LL(:,. RYAN MOKLE 52% N. 5800 S. P-EXBUIR6 , IVAHO BUS. 208 --559 -1*719 LCZLL: 208-10 I I I - - - - - - - - - - - - - - - -- O—no" A I L - 4 1A11 1 /111 A t 1 2008 Design Standards Review Complete see cc tions Ig / Lu re 'I= i xw,.Ljmr =i =\ / . � .. . � .... , .. I I i -u -------- - - - - - I I ----------------I � Z DATE SCALE AS NOTW JOB NO.: 2008-28 PLEA6E NOTE: HM ENTERPRISES L.L.G. ASSUMES NO LlAoury FOR ANY STRUCTURE BU LT FROM THIS PLAN. rr 15 THE RZSPONV13LITY OF THE 13UILE?M AND HOMEOWNER TO REVO4 PLAM AND MAKE RWO40INS MERE NEEDED. C*NAION MUST EW- LISM r+04 MAK946 ANY C+16AN6e5 TO THESE PLANS. CERTIFIED DRAFTSMAN REAR ELEV. ScAiz:1/4 =1-011 L I - --- ------- - ------------ -------------------------------------------------------- - I � III I I I - - - - - - - - - - - - - - - -- O—no" A I L - 4 1A11 1 /111 A t 1 2008 Design Standards Review Complete see cc tions Ig / Lu re 'I= i xw,.Ljmr =i =\ / . � .. . � .... , .. I I i -u -------- - - - - - I I ----------------I � Z DATE SCALE AS NOTW JOB NO.: 2008-28 PLEA6E NOTE: HM ENTERPRISES L.L.G. ASSUMES NO LlAoury FOR ANY STRUCTURE BU LT FROM THIS PLAN. rr 15 THE RZSPONV13LITY OF THE 13UILE?M AND HOMEOWNER TO REVO4 PLAM AND MAKE RWO40INS MERE NEEDED. C*NAION MUST EW- LISM r+04 MAK946 ANY C+16AN6e5 TO THESE PLANS. CERTIFIED DRAFTSMAN REAR ELEV. 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ASSUMES NO LlAoury FOR ANY STRUCTURE BU LT FROM THIS PLAN. rr 15 THE RZSPONV13LITY OF THE 13UILE?M AND HOMEOWNER TO REVO4 PLAM AND MAKE RWO40INS MERE NEEDED. C*NAION MUST EW- LISM r+04 MAK946 ANY C+16AN6e5 TO THESE PLANS. CERTIFIED DRAFTSMAN REAR ELEV. ScAiz:1/4 =1-011 L I - --- ------- - ------------ -------------------------------------------------------- - I 12 17 ARCHITECTURAL SHINGLES 5/6" APA -RATED OSB SHEATHING 15# FELT ENGINEERED TRUSSES DESIGNED W 135 #LL 15 #DL AND 90 MPH MIN. R-40 IND RESTRAINTS SIMPSON H -1 TRUSS CLIP e EACH END OF TRUSS 5 16" GYPSUM —' 1/2" GYPSUM —. 2x6 FIR DOUBLE TOP PLATE 2r6 FIR STUDS IS 16"O.C. IN R -23 FIBERGLASS INSULATION — ► POLY VAPOR BARRIER --� MAIN FLOOR WALLS TO BE 9' TALL —+ 2r6 FIR BOTTOM PLATE LOORi PLYWOOD 11 -7/8 "PRO -210'S e14"O.C. W /TIMSERSTRAND RIM - d 1' 2x6 REDWOOD SILL PLATE W/FOAM SILL. SEALER 4 1/2 "X10" FND BOLTS a 6' O.C. AND WITHIN 6" FROM ENDS AND CORNERS W W/k SQUARE WASHERS IN e24 "0 LQ ' HORIZ 1/2" #4 BAR VERT. IN WALL e24 "O.C. o O (2) 1/2" #4 BAR CONT. HORIZ SOIL OR COMP- — # ill = I I I =)III = _ I I I I ! LI " FOOTING ACTED FILL I I =I I I I =I I I I =1 I I I =I I I I =I I I I = I I I I= NAL.L - SECTION �,/a,w DESIGN CRITERIA DESIGN GRAVITY LOADS: ROOF DL - 15 PSF FLOOR DL - 15PSF DESIGN LIVE LOADS: ROOF LL - 20 PSF MIN SNOW - 35 PSF RESIDENTIAL LL - 40 PSF LATERAL LIVE LOADS: WIND - 90MPH, EXPOSURE 4 SEISMIC - SEISMIC ZONE 3 - ws wn i SUITE #2901 3 "X11' /4" MIN. HEADER 6' TO 16' FASTEN TOP PLATE TO HEADER 12 ROWS OF 16D SINKERS e3" O.C. TYP. 1000# HEADER STRAP OPPOSITE SHEATHING FASTEN SHEATHING TO HEADER 16D COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) TYP. FOR FRAMES OVER 6'. PANEL SPLICE SHALL OCCUR WITHIN 24" OF MIDHEIGHT. BLOCKING IS REQUIRED. IF 2X BLOCKING IS USED THEN IT MUST BE STITCH NAILED IONE ROW OF 141) SINKERS e3"O.C. , FLOOR PLAN - MAIN- xALE:,.411=,• -011 HDC ENTERPR SM LLC. RYAN MOKL.E 5298 W. 5800 S. REXBURG, IDAHO SUS. 208- 559 -1119 LCELL: 208 - 109 -0214J h W — V SHEAR �'Al..L ��G�EDULE TYPE 24' -0" 24-0" 24' -0" 4' -0" NAILING INE 04 NAIL 'I' -0" '1' -0 " 5' -0" 5'-5" 6'-9" b'-q" 5'-5" 5' -0 " 7 -0" '1' -0" 5' -0 " 4' -0 " 8d 6" O.C. 10 "O.C. 1/2" e 32" O.C. Sw -1 5056 3 0 6 5054 4056 4056 4056 4056 4054 4056 w Sd 4" O.C. 10 0.C. 1/2" e 32" O.C. SW -2 7/14" BOTH SIDES 8d 4 "O.C. 10 "O.C. 1 /2" e 32" O.C. p s /S" ONE SIDE 4 Shy S'x � b oo 4" O.C. 10 "O.C. 1/2" e 32" O.C. s W - 4 7/14" ONE SIDE NAIL /SCREW DRYWALL 8d 4 "O.C. 10 "O.C. l N oo oo oo Shy °� car N oo 4054 4056 :O 0. 2054 2054 cn m 4 9030 9030 ABOY 4 4 4054 4056 m �f1 m 2054 2054 :p O 4056 4056 It1 ��0 y0�, It1 f 4 4 4056 4056 4056 4056 4056 4056 Q 5056 30 6 5056 4- 4' -0 " 5' -0" �' -0" T -0" 5' -0" 5 6'-9" 6'-�I" 5 4'- 101/2" 6- 101/2" 7 -11/2" 5' - 11/2" 4' - " 24' -0" 240" 24' -0" 4' - 0 " W 1 - 011 i SUITE #2901 3 "X11' /4" MIN. HEADER 6' TO 16' FASTEN TOP PLATE TO HEADER 12 ROWS OF 16D SINKERS e3" O.C. TYP. 1000# HEADER STRAP OPPOSITE SHEATHING FASTEN SHEATHING TO HEADER 16D COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) TYP. FOR FRAMES OVER 6'. PANEL SPLICE SHALL OCCUR WITHIN 24" OF MIDHEIGHT. BLOCKING IS REQUIRED. IF 2X BLOCKING IS USED THEN IT MUST BE STITCH NAILED IONE ROW OF 141) SINKERS e3"O.C. , FLOOR PLAN - MAIN- xALE:,.411=,• -011 HDC ENTERPR SM LLC. RYAN MOKL.E 5298 W. 5800 S. REXBURG, IDAHO SUS. 208- 559 -1119 LCELL: 208 - 109 -0214J h v SHEAR �'Al..L ��G�EDULE TYPE SHEATHINCG NAILING INE 04 NAIL W-Wi RN �A P' W3 1 #. 3ri^"A#3 #PJ ftFQuf< i t TYP. 8d 6" O.C. 10 "O.C. 1/2" e 32" O.C. Sw -1 7/14" ONE SIDE Sd 4" O.C. 10 0.C. 1/2" e 32" O.C. SW -2 7/14" BOTH SIDES 8d 4 "O.C. 10 "O.C. 1 /2" e 32" O.C. sw - 3 s /S" ONE SIDE lOd 4" O.C. 10 "O.C. 1/2" e 32" O.C. s W - 4 7/14" ONE SIDE NAIL /SCREW DRYWALL 8d 4 "O.C. 10 "O.C. l Z tu w IL t ,area= 3232 5 ft Perim= 248' -0" " #k3 ELF f..ta. ;. �' ads, sr M u6 Hs APPROVED 8t�ilt� y � f f • • a STHD14 SIMPSON HOLD DOWN STAP APPLIED OVER .. SHEATHING INSTRUCTIONS. TALLER IN CONCRETE PER MANUFACTURERS ' ' SHEAR \ ,,J A L N :: .. 5 /a ANCHOR BOLT "17 MINIMUM EMBEDMENT 2 X2 X /K • • •• ALL EYTERIOR WALLS 4 VERTICAL SURFACES AT STEPS IN ROOF SHALL BE SHEATHED WITH 7/t�' i PLATE WASHER I i i ri-ii APA RATED 24/0 OR BETTER STUCTURAL WOOD PANELS. 3 4" OR Li Li 3 4° OR I BLOCK ALL HORIZ. EDGES WITH 2" NOM, OR WIDER. 2" OR WIDER FRAMING AT ADJOINING PANEL EDGES LESS —D a—LESS v AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED YO.C. OR LESS. SHEATHING SHALL EYTEND CONTINUOUS FROM FLOOR TO TOP PLATE FRAMING ON UPPER FYT. WALLS. NAILS SHALL BE PLACED NOT LASS THAN '/ FROM EDGE OF PANEL AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE APA PORTAL. PANEL. Nor To SGALz SURFACE OF THE SHEATHING. EYTEND SHEATHING OVER RIM AND NAIL TO RIM AND PLATES TO.C. TO 5E USED IF MWIRED v SHEAR �'Al..L ��G�EDULE TYPE SHEATHINCG NAILING INE 04 NAIL W-Wi RN �A P' W3 1 #. 3ri^"A#3 #PJ ftFQuf< i t TYP. 8d 6" O.C. M u6 Hs APPROVED 8t�ilt� y � f f • • a STHD14 SIMPSON HOLD DOWN STAP APPLIED OVER .. SHEATHING INSTRUCTIONS. TALLER IN CONCRETE PER MANUFACTURERS ' ' SHEAR \ ,,J A L N :: .. 5 /a ANCHOR BOLT "17 MINIMUM EMBEDMENT 2 X2 X /K • • •• ALL EYTERIOR WALLS 4 VERTICAL SURFACES AT STEPS IN ROOF SHALL BE SHEATHED WITH 7/t�' i PLATE WASHER I i i ri-ii APA RATED 24/0 OR BETTER STUCTURAL WOOD PANELS. 3 4" OR Li Li 3 4° OR I BLOCK ALL HORIZ. EDGES WITH 2" NOM, OR WIDER. 2" OR WIDER FRAMING AT ADJOINING PANEL EDGES LESS —D a—LESS v AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED YO.C. OR LESS. SHEATHING SHALL EYTEND CONTINUOUS FROM FLOOR TO TOP PLATE FRAMING ON UPPER FYT. WALLS. NAILS SHALL BE PLACED NOT LASS THAN '/ FROM EDGE OF PANEL AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE APA PORTAL. PANEL. Nor To SGALz SURFACE OF THE SHEATHING. EYTEND SHEATHING OVER RIM AND NAIL TO RIM AND PLATES TO.C. TO 5E USED IF MWIRED SHEAR �'Al..L ��G�EDULE TYPE SHEATHINCG NAILING ANCHOR BOLTS NAIL EDGE FIELD TYP. 8d 6" O.C. 10 "O.C. 1/2" e 32" O.C. Sw -1 7/14" ONE SIDE Sd 4" O.C. 10 0.C. 1/2" e 32" O.C. SW -2 7/14" BOTH SIDES 8d 4 "O.C. 10 "O.C. 1 /2" e 32" O.C. sw - 3 s /S" ONE SIDE lOd 4" O.C. 10 "O.C. 1/2" e 32" O.C. s W - 4 7/14" ONE SIDE NAIL /SCREW DRYWALL 8d 4 "O.C. 10 "O.C. 1 /2" e 32" O.C. L STEEL FASCIA W/ ALUM. SOFFIT �— 7116" APA -RATED OSB SHEATHING BRICK VENEER DATE SCALE: AS NOTED JOB NO.: 2008 -2 PL.F..A6E NOTE: HM ENTERPRISES LLC, AS6UME5 NO UAaLITY FOR ANY STRUCTURE BUILT FROM THIS PLAN. rr 15 THE RESPONSIBLIIY OF THE 13UIL MR AND HOMEOV 4ER TO REVIEW PUNS AND MAKE MVISIONS !^WERE NEEDED. C*NA ION MUST Be LISED r*4M MAKM6 ANY C 1AN&M TO THESE PLANS. wevrdv�e 4 ,'\ s'4 CERTIFI DRAFTSMAN s• • 4' -0' 1 24 I. 24 -0 FOUNDATION NOTES 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE OF 1500 PSF. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY A QUALIFIED GEOTECHICAL ENGINEER /TESTING AGENCY PRIOR TO POURING FOUNDATION CONCRETE IF REQUIRED BY THE STRUCTURAL ENGINEER. 2. TOP OF FOOTING ELEVATIONS SHALL BE AS SHOWN ON THE FOUNDATION PLAN. THESE ELEVATIONS ARE A MAXIMUM AND SHALL BE LOWERED AS REQUIRED TO OBTAIN THE REQUIRED DESIGN BEARING PRESSURE. 3. ALL FOUNDATION CONCRETE SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. ALL CONCRETE TO BE PERMANENTALY EYPOSED TO THE WEATHER SHALL BE AIR - ENTRAINED TO 5X ( +/ -1X) WITH AN ADMIXTURE THAT CONFORMS TO ASTM C -260. 4. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 30, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS ". HO WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A -615, GRADE 60 FOR #5 AND LARGER AND GRADE 40 FOR #4 AND SMALLER. 6. UNLESS NOTED OTHERWISE, THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT. A. CONCRETE CAST AGAINST 4 PERMANENTLY EYPOSED TO EARTH -3" B. CONCRETE EYPOSED TO EARTH OR WEATHER. #6 THROUGH #18 BARS -2" #5 BAR, W31 OR 031 WIRE 4 SMALLER -1 1/2" 7. ALL REINFORCING MARKED CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SHALL BE LAPPED 36YBAR DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE. 8. NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTRUNING, EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. 9. PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED WHERE REQUIRED TO AVOID UTILITIES. 10. ALL RETAINING WALLS SHALL HAVE AT LEAST 12" OF FREE DRAINING GRANULAR BACKFILL, FULL HEIGHT OF WALL, PROVIDE CONTROL JOINTS IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EYCEED 25 FEET NOR 3 TIMES THE WALL. Q OOTING 5G r-vu. � MARK DEPTH WIDTH LENGTH REINFORCEMENT LONGITUDINAL TRMSVERSE Fl S" 1' -6" CONT. 2 - #4 - --- - -- F2 8" 2' -4" 2' -4" 3 - #4 3 - #4 4 4 n m 4 4 4' - 0 ' 1 24 -0' FT&/FNP PLAN 5rALz:114 i ------------------- - - - - - -------------- - - - - -I -- - - -- ----- - - -- i i T i i i i i i I i i i i - - I I ____________�____� __ _ _ I 1111111 111111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii - PI 1 _ _11 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t! I I I P I I I I i 1 1 i i i i l i i i i i i l i I l i i i i i l i i i i i i l i i i i i i i 1 1 i i i i i i i l i l i i i I 1 P I 1 i _i i i _i i i _i_ i i _i i i _i_ i i _i_ i i _i L' i _i_ L' i _i i i _i_ i i _i_ i i _i_ i i _i_ i i _i_ i i _i I - � - 1- � - 4 - 1 - 4.4 1 - 4.4- 1-4-4- 1 - 4- 4 -4 -1- a--; a- 1- f--4 a 4 - 4 - 1- � -a -1- 1 I M I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I j l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l I 1 N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I M I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I >L IL A_!_ 1_!_ L1_ 1_ LL. 1_ 1_ LA- 1- LA- i- LA- 1- L1- i- LA- I- L1_ 1_ LA- 1- LA_ 1_ La_ 1_ L. 1 _1_.1_1_LA- 1- L1_I_L �_1_ La_1_L I 1 I I -I - -F -1 -1- -� -I- {- -I - - 1- - -1- i- -� -I- {- -� -1- I- 4 -I- I- - - - 1- 4 -1- E - 4 -1- F 4 -I- 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I ' -- 1 9iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiliiiiiiii I 1 �- �- -� -I- 1- -✓G -I- 1- -t -I- a- � -1- 1- -L -1- �- � -1 I I 1 I 1 1 1 1 I I 1 I 1 I 1 -I- �- -4 -I- L- � -I- 4- -4 -I- � -t -1- }- -a -I- 1- I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I . ...... I__________________ _ _ _ _ _! 11 PRO -210 SERIES TJI JOISTS e16 "O.C. wITIMBER STRAND RIMBOARD. SEE TJ -YPERT DWGS. FOR SPECS J015T LAYOU SGA Lz:1 /8" =1' -0" a DETAILS. 24 -0' 4' -0 ' I HOC ENTERPR15E5 L.LC,. RYAN MEIKLE 5298 W. 5800 S. 4 4 _ s n Q m 4 �r a REXXBURG, IVAHO BUS. 208- 559 -1'119 LGELL: 208 - '109 -0214J U- 24 -0' 24' -0' 4'-O' 80 -- APPROVED 2 -PLY 2 -PLY City of Rexburg 2 -PLY 2 -PLY 2 -PLY 11' /0' ® 2 - ® 117/0' 2 -PLY 2 -PLY 2 -PLY ,. 11' /0' ® 11 /6' ®117/0' L VL 11 7/W L 11 117 ® 117 LVL LVL LVL LVL LVL LVL LVL�� 2 -PLY 2 -PLY O LVL LVL to \\ I co 2 -PLY 2 -PLY 1 ® 11' /0' 1P/0' LVL LVL 2 -PLY 2 -PLY 11' /W 11 %' LVL LVL 2 -PLY 2 -PLY 2 -PLY � 2 -PLY 2 -PLY 2 -PLY 2 -PLY 11' /0' ® 11'/0' 6 U- 24 -0' 24' -0' 4'-O' 80 -- APPROVED 2 -PLY 2 -PLY City of Rexburg 2 -PLY 2 -PLY 2 -PLY 11' /0' ® 2 - ® 117/0' 2 -PLY 2 -PLY 2 -PLY ,. 11' /0' ® 11 /6' ®117/0' L VL 11 7/W L 11 117 ® 117 LVL LVL LVL LVL LVL LVL LVL�� 2 -PLY 2 -PLY O LVL LVL to \\ I co 2 -PLY 2 -PLY 1 ® 11' /0' 1P/0' LVL LVL 2 -PLY 2 -PLY 11' /W 11 %' LVL LVL 2 -PLY 2 -PLY 2 -PLY 2 -PLY 2 -PLY 2 -PLY 2 -PLY 11' /0' ® 11'/0' 6 2_PLI, 11' /W 2 - PLY LV ® 11' /0' ® 11'/0' ®11' /0' LVL LVL LVL 11'/8' ® 11'/8' LVL LVL LVL LVL LVL TRUSSES TO BE DESIGNED 4 BUILT BY AN APPROVEWD TRUSS PLANT. ROOF TO ROOF LAYOUT BE DESIGNED I A 35 #LL 15 #1)L AND A 90MPH 3- SECOND GUST WIND RESTRAINT. ROOF PITCH TO BE 7/12 124" OVERHANGS. DATE : SCALE : AS NOTED JOB NO.: 2005 - 2 PLEASE NOTE: 14M ENTEIRPRI5E5 LLG, ASSUMES NO LLA&LJTY FOR ANY STRUCTURE BUILT FROM THIS PLAN. R 5 THE RESPOMSIBLITY of THE BUILDER AND HOMEOWNER TO REVIEW PLANS AND MAKE REV64ONS WHERE MEOW. CAUTION MUST Be USED WHEN MAKIN6 ANY CHAN6E5 TO THESE PLANS. CERTIFIED PRA FT5MA N H00 US I I Orti- as LLG. RYAN MEIKL.E 5298 W. 3800 S. REXBURG, IDAHO SUS. 208- 359 -T119 GEI.L: 208 - 10+0214 C� W cc m M a � z z W Ji , m Lo �ro LOT # PLOT PLAN 50:3/16" =1 ' - 0 " De?a APB' HIGHWAY Manning & Z° ass ondit ne - 859 SOUTH YELLOWSTONE REXBURG, 11) ate be fequired ent aPProjais may a Other dePartm APPROVED city of Rexburg 1z U- W Z DATE SCALE: AS NOTED JOB NO.: 2008_2 PLEASE NOTE: HDG ENTERPRISES LLG. A566ME5 NO UNMITY FOR ANY STRUCTURE BUILT MOM THIS PLAN. IT 15 THE RE6PON51BLI1Y OF THE BUILDER AND HOME TO REVNM PLANS AND MAKE R1 ymoN5 Y*NM Nom. C*NA ION MUST Be ED U5 NWEN MAKM6 ANY CHANSM TO THESE PLANS. CERTIMW DPNAfT5MAN