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HomeMy WebLinkAboutSITE PLANS - 08-00044 - Henry's Fork Plaza - Lot 17r .. r--,. 00 i 0 Co N C'7 T- A BUILDING FOR LOT 17, HENRY'S FORK PLAZA REX5UR6, IDAHO CODE CRITERIA . GOVERNING BUILDING CODE 2. GRAVITY DE515N: DEAD LOAD ROOF • • . • • . FLOOR . . . . . . . . ROOF 5NOW LOAD . . . . . 3. 5E15MIC DE515N: INDEX TO ORMIN6S 2003160 C ENERAL AO. I COVER SHEET, INDEX TO DRAW I NOS . . . . . . . . 15 P5F . . . . . . . . 15 P5F . . . . . . . 35 P5F ZONE . . . . . . . . . . . . . . . . . . . 01 4. WIND DE515N: BA51 C WIND 5PEED . . . . . . . . . . . . . qO MPH, 3- 5ECOND 6U5T EXP05URE 1 0 ' IN. . . . . . . . . . . . . . . . . . . . . 1.0 5. 501L5: 501L BEARING PRF-55URE . . . . . . . . . . .1500 P5F MINIMUM FR05T COVER . . . . . . . . . . . 30 I NGHE5 A. OCCUPANCY $ OROUP: B B. TYPE OF CON5TRUGTION V -B G. LOCATION ON PROPERTY: EXT. WALL5. (HR5) 0 EXT. WALL OPENING(s) PROTECTION (HR5) 0 D. OCCUPANCY 5EPARATION REQUIRED (HR5) 0 SPRINKLED: NO NUMBER OF 5TORIE5: E. FIRE RE515TIVE REGUIREMENT5 (HR5) (I HR, 2 HR, 3 HR, 4 HR, N, HT) EXTERIOR BEARING NALL5: 0 INTERIOR BEARING NALL5: 0 EXTERIOR NON - BEARING NALL5 0 5TRUCTURAL FRAME 0 PARTITIONS PERMANENT O BUILDINv SIZE MAIN FLOOR: 5,a00 50 FT FLOORS - GEILINO FLOORS: 0 ROOF5 - GEILING ROOFS: 0 EXTERIOR DOORS AND NINDON5 0 SHAFT ENGLO5URE5: 0 51 TE DEVELOPMENT 5D I OOMPREHEN51 VE SITE PLAN 5D2 51 TE PLAN AROHI TECTURAL /STRUCTURAL A I . I MAIN FLOOR PLAN A2.1 EXTERIOR ELEVATION5 A2.2 EXTERIOR ELEVATIONS A5.1 BU I LD I NO 5EGT1 ON, 5GHEDUL.E5 51.1 FOOT INO /FOUNDATION PLAN 52.1 FLOOR FRAM I NC PLAN 55.1 ROOF PLAN ELECTRICAL E I ELEC TR I GAL PLAN 2008 C � OF REXR)I r ■ 1 I i 0 a �O W cl) CL 00� Q r ■ 1 I i 0 � Q cu N o J a J a O 0 � U. Z co 0 ti H L0 Lo � M U u') � co O O J J Y cr. �I O < ci) Z W 00 ce- C/) C) Izr (3) }+ N cu C Lo Lc) V Q o0 v N X v, cu O LL < 113- r ■ 1 I i cu ,� J cu • 0 � co = L0 Lo � M u') — co r ■ 1 I i / / / / / / / / r / / / , / / / / � r / TEX ASF / / ,' / r ' ,/ // • 0 lu C ,000 T. / , / / / / / , , / / EXTERIOR LI6HTIN5 NOTES: PARKING LOT FIXTURES (8) PROP05ED F I XTURE5 (Q) EX15TINO FIXTURES LITHONIA LIGHTING KAD 4005 R4 H5 LIGHT SOURCE: 400 WATT5 (HIGH PRESSURE 50DIUM) LAMP LUMEN5: 50,000 MOUNTING HEIGHT: 25' -0" ALL EXTERIOR FIXTURES WILL HAVE A FULL GUT -OFF FEATURE EA5TIN6 BUILDING5 AND LAW56APE & Zoning Department Approved planning as c .r0d v ignature SITE PLAN Da �yals may be required SCALE: I" - 40' -O" clews �c`t. + 6 4 t-v-- - 9�� N � M r3y4G l - s! 5z t, rb M T-^ L M �� �o - f EEC• . _r ,-, �,��, y �E PHOTOMETRIG5 (EXI5TINC) BUILDING UNDER GON5TRUGTION PHOTOMETRIG5 (PROP05E7) LAWD5 AR LEWV EVERVM N TREE ,'1' -0 TALL {MI � ( DEUt7U01!'' TRH X CALIPER, EITHIR CRIMSON C.[ MIRY MAPLE OR 5WE015H ASPEN. �.� EVERGREEN SHRUB, 5 GALLON SIZE %J ♦ � W DMIG101,15 SHRUB, 5 GALLON SIZE, BURNINS 131,15H, AND DWARF AM16 ® WILLOK HEIGHT AT MATURITY 24'-50' ALL OPEN SPACE AROUND BUILDINGS THAT ARE NOT COVERED SHALL BE COVERED WITH KENTUCKY BLUE GRASS SOD. Z Q J W I-- W Z W 2 LIJ C,9 cl) (D 4mi cu �U O c/) c/) r� L_J • • 1I O O N O co r lift t Now z w z • • • z io I " .Z 0 Q S O ♦�♦^ (.0 M Lo CC) 00 N N �.. *..,.i c: Cc O LL U � ( O co lift t Now z w z • • • z io I " .Z 0 Q S O ♦�♦^ (.0 M Lo CC) 00 N N �.. *..,.i c: Cc O LL r Cc cu ♦ � W O cu C c/) � = 0 ` t0 Cu M L� c oo Lo r LEGAL DESCRIPTION o 0 LOT I'1, HENRY'S FORK PLAZA REVISED FLAT i� PART OF NE I/4 OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 3a BAST, B.M. MADISON COUNTY. IDAHO U � N ao� 0 x Q 0 Q 0 LL Z ti � O m � C/) w � z Z a w m x W do Cl) C.0 -TT A�mj cu UD � N Lo 0001%%% 0000*1.4 V o0 O �� Cl) N X V! O LL CL SITE PLAN scA.rz: I = 101 -011 1.MMAK L ESM EV RSREEN TREE, T -0' TALL (MIN) DECIDUOUS TREE, 2' CALIPER EITHER CRIMSON CENTURY MAPLE OR SWEDI ASPEN. CU s s J CU DEDICIOUS SHRUB, 5 GALLON SIZE, BURNING BUSH, AND DWARF ARTIC ® WILLOW. HEIGHT AT MATURITY 24' -30' moo 1 v� O� c/) r, CO -C O `O CU M tl) a Lf) 00 SITE PLAN scA.rz: I = 101 -011 1.MMAK L ESM EV RSREEN TREE, T -0' TALL (MIN) DECIDUOUS TREE, 2' CALIPER EITHER CRIMSON CENTURY MAPLE OR SWEDI ASPEN. EVEa6REEN SHRUB, 5 GALLON SIZE s DEDICIOUS SHRUB, 5 GALLON SIZE, BURNING BUSH, AND DWARF ARTIC ® WILLOW. HEIGHT AT MATURITY 24' -30' APPROVED 2 DATE ! 1...F)!vIG "I SECTOR s MAIN FLOOR PLAN 3,850 50 PT SCALE: 1/4" = 1' -O" 1557 1 Z O Q U O J C) Q 1 \ CO N M T- 0 CU CL 0 ti J SI) oro z w 27' -0" co 26' -0" rn 2 -0" ♦, = N O CU cu Lr) Lo U 00 00 4' -4" q'-4" 10' -10" 4' -4" 10' -10 q' - O" 4' - U) ' C/) oU. Q CL 2' -411 = 2 ' -4 11 1 L0 2 1 -4 11 Lo U M to _ 00 4'x4' CONCRETE PAD 4'x4' CONCRETE 4'x4' CONCRETE PAD Y PAD ob i i Mr-GH /STOR i i MEGH /STOR �� i i CRAWL ` �� MEGH /STOR I I = - - -C RAWL ��' / R.R. SPACE s � J ACCESS ° s ue �� � ��' � R.R. CRAWL- � _ O r I - I SPACE s I I _ ob i "� / I 3 1 os 5PAGE AGGE55 ° s \ e fob _ 1 \ / e fob AGGE55 t _ J r r 0 0 0 0 0 0 OFFICE SPACE OFFICE 5PACE OFFICE SPACE Q o SUITE #1 SUITE #2 SUITE #5 0 0 N h 1/2" MAX RISE 1/2" MAX R15E IN THRESHOLD IN THRESHOLD o n R.O. V -1" x 8' -111 1/2" MAX R15E R.O. 8' -1" x 8' -I'• IN THRE5HOLD 0 0 t- R.O. & 1 - 1 „ x 8 ' - 1 " EXIT 51 ON EXIT 5165N g EXIT 51GN 6A 9t 1 ELEV 100' -0" ® 1 ELEV 100' - 0 " ® DOOR DOOR 2 ELEV 100' - DOOR 5' -6" 5' -0" 7' - 0 " 7' - 0 " 4' -4 8' -8" 8' -8" 4' - 4 " 7' -0 7' - 0 " 2' - 5' - 6 " V -41/2" V -41/2" 5' - 3' -3" 27' -0" 26' -0" 27 s MAIN FLOOR PLAN 3,850 50 PT SCALE: 1/4" = 1' -O" 1557 1 Z O Q U O J C) Q 1 \ CO N M T- 0 CU CL 0 ti J SI) oro z w ?3 O . N � I.L • $ cl) co qW.T. rn ti ♦, = N O CU cu Lr) Lo U 00 00 O O O �� U) ' C/) oU. Q CL ?3 O . N � I.L • $ r r r4 9 tc = __.! CU O O� = 1 L0 'd Lo U M to _ 00 r r r4 9 00 N M T- I FINIAL W/ BRONZE FINISH 50 ASPHALT SHINOLE5 'HARDY' PLANK CEMEMT BOARD FA5CIA/50FFIT HARDY TRIM 'HARDY' PLANK CEMENT BOARD SIDING PLATE LINE ELEV 110' - IV FINISH FLOOR ELEV 100' -0" 4 ' - 6 " 12 �10 O crm SOUTH E ELEV ATION Q 0 W .O CO W CC a Q 0 �t a c/) N o Q � J a O U. Z O ti - 00 .j S Y w °C Z 0 ul Q cl) >0 oc z >: W cf) C.0 qqr � 0')ti N co V O o0 �� cl) (1) X V) O LL Q_ Q c/) • � a o - r ION: , OARD 51 D I NO TION DETAIL q it N.T.S. rr i VLI'IL19I LJ1/nIV/ JIL/iruw % nr - Jlj. V V EAST EXTERIOR ELEVATION WE5 r AT 1 CTI ON5) CONSTRUCTION: CEMENT BOARD 5V N5 I N5 [RAP 16" O.G. 65 INSULATION SIDING 8" EXP05URE) r 1557 CN s� 0 _... ,,. IT rS � O O C0 N T- 9 1/2" x 8" — 'HARDY' TRIM 1 1/4" x b" — 'HARDY' TRIM 1 1 /2 "x 5" — 'HARDY' TRIM 1 1 /4 xb" — 'HARDY' TRIM PLATE LINE ELEVATION 110' - 0" FINISH FLOOR ELEVATION 100' - 0" DETAIL 4 N.s • • Flir • . • • SC 1 /4" — P-0" view Co m p lete ®elE41 Stai e`� o glono se, LD ® EAVE5 6E5 5ET AT INSTRUCT) ON5) l Z WALL CONSTRUCTION: PLANK, CEMENT BOARD 51 D I NG WALL WRAP NMIN5 ® Ib" O.G. BEROLA55 INSULATION w 0 LL Z O F Q U O w z Q U) (1) ca U O cl) N ol 0 ►�I Pmmq 0 r`- O co q:zr 0) C0 �- 0) M 00 N L0 Lr) C)C) �CU 0 L O r • 0 r� }, •> CU = o -J CU CU J ti a LL O cu LL 0 O O CU M LAC? a Lo 00 rTr%r%w 1 VLI'ILl 1 L~rir% / .71VIINW w &.r 1 Vly I v — � — —1 — — — vow ...v %r. 11 —.1— v r.., vvv. vim, ... .. � . — .. � —.—.. -- I — — .. — T —. .. . � v r • 0 r� }, •> CL 0 w rTr%r%w 1 VLI'ILl 1 L~rir% / .71VIINW w &.r 1 Vly I v — � — —1 — — — vow ...v %r. 11 —.1— v r.., vvv. vim, ... .. � . — .. � —.—.. -- I — — .. — T —. .. . � v 0 e Q N o Q J ti a LL O H cn 0 no >m X z ,= w z m (' rTr%r%w 1 VLI'ILl 1 L~rir% / .71VIINW w &.r 1 Vly I v — � — —1 — — — vow ...v %r. 11 —.1— v r.., vvv. vim, ... .. � . — .. � —.—.. -- I — — .. — T —. .. . � v m O n m LAVATORY ELEVATION LAVATORY ELEVATION 50ALE: 1/211 11-011 LAVATORY ELEVATION SCALE: 1/2" = 1' -0" 12 PLATE LINE ELEV 110 5/8 TYP 'X GYPSUM BOARD (TYPICAL) ul TILE FLOORS (TYPICAL) PLATE LINE ELEV 112 30 YEAR ASPHALT SHINGLES 20 # FELT (2) LAYERS ICE 4 WATER SHIELD ® EAVES 518" ASA RATED DECKING PRE- ENGINEEERED ROOF TRUSSES SET AT 24" O.G. (INSTALL PER MANUF. INSTRUCTIONS) (I' -O" RA15ED HEEL) R -38 FIBERGLASS INSULATION 12 Io U N 5U$ FLOOR T ELEV 100'-21/2" FIN. CONCRETE FLOOR ELEV. 100' -O" 11 =1 I Al T.O. FOOTING ELEV qb COVER EARTH WITH V15OUEEN VAPOR BARRIER —� 5/8 TYP 'X GYPSUM BOARD (TYPICAL) FLOOR CONSTRUCTION: 3/4 APA RATED T46 5HEATHIN& II 1/8 'I' JO1ST 0 16" O.G. 2X4 BEARING I� 2X4 BEARING WALL WALL BUILDING SECTION 5UB FLOOR FLOOR CONSTRUCTION: 3/4" APA RATED T46 5HEATHING ELEV 100 11 'I' JOIST ® 16" O.G. FIN. CONCRETE FLOOR ELEV. 100' -O" COVER EARTH WITH V15GUEEN VAPOR BARRIER T.O. FOOTING ELEV 16 I-oil B N.T.5. BUILDING SECTION 21 - 011 ROOF DECK DETAIL 201 SCALE. 1/2" = 1' -0" RAISED HEEL EXTERIOR WALL CONSTRUCTION: 'HARDY' PLANK, CEMENT BOARD 51DiNG 'TYVEK' WALL WRAP 2X6 FRAMING ® 16" O.G. R -20 FIBERGLASS INSULATION GRADE 5/8 PLYWOOD DEGKIN5 '9 24 O.G. O T m DETAIL 203 ROOF CONSTRUCTION: 30 YEAR ASPHALT 5HINGLE5 20 # FELT (2) LAYERS ICE 4 WATER SHIELD ® EAVES 5/8" ASA RATED DECKING PRE -ENO NEEERED ROOF TRUSSES SET AT 24" O.G. (INSTALL PER MANUF. INSTRUCTIONS) R -38 FIBERGLAS5 INSULATION 5/8 055 5HEATHING 2x10 OF RAFTER 2x10 SUB - FASCIA 2X4 CEDAR FA501A 2x10 CEDAR FASCIA 8x8 OF SEAM 2x8 OF LEDGER SCALE: 1/2"= 1' -0° HI NDOPq & FXTERI OR DOOR SGHr E W. awa. Mw OR SOURCE KW NT No. vL'3cN"" UwT SIZE Iftme fvjwKw GROW 1WHA IM A 4 J (2) PANEL SINGLE HUNG 3' -0" x b' -0" CLEAR GLASS W/ LOW-E COATING N SEE ELEVATIONS B 2 a (2) PANEL SINGLE HUN& 3'-b" x V-O" CLEAR GLASS W/ LOW-E COATINS SEE ELEVATIONS G 1 TRANSOM T-O" x 1'-b" CLEAR GLA55 W/ LOW-E COATINS SEE ELEVATIONS D 6 o (2) PANEL SINGLE HUNG 5' -0" x 6' -0" CLEAR GLASS W/ LOW -E GOATii� SEE ELEVATIONS I 2 ENTRY DOOR W/ SIDE LITES 3'-6° x 8' -0" W/ (2) I' x 8' -0" SIDE LITES 6RDI1P 2 SEE ELEVATIONS 2 I Lo O ENTRY DOOR PAIR (2) 3'-b" x 8' -0" GROUP 2 SEE ELEVATIONS 3_ l --- E'.XTERIOR_ DOOR 3' -0° x b' - &° � 6R01�' 2 SEE ELEVATIONS SCALE: 1/2"= 1' 6x8 DF BRACE DETAIL 2012 2' -O" (TYP) EXTERIOR WALL CONSTRUCTION: 'HARDY' PLANK, CEMENT BOARD 510IN6 'TYVEK' WALL WRAP 2X6 FRAMING ® 16" O.G. R -20 FIBER61.A55 INSULATION o,1 GRADE 2' -O" �_ 17 THRU BOLT 1/2 LAS BOLTS 2x4 CEDAR 5HIN5LE STARTER 2xI0 CEDAR FASCIA :ATHINC7 :TER SGIA FASCIA FA501A M SER O 0 N M r O -- .® Q cu a) CL ®w o O Q Q cu N o J Q N J a 0 UL 0 z LL o � 0 qv-- 0 co U Lo � O Lo O J J W � Z o Q to no OC Z } W m Z � � rn � (D _~ I I m co cu 00 Lo Lr) O co co In no � ♦� v� C O i.l- cu = J cu N 0 LL 0 = 0 co Lo Lo 0 1 "+•, C0 N M v 2'i' -O" r — — — — — — — — SW) — — — — — — — — — — — — — — — — — — — — — — — 27' -0" W I— — — — -� 14' — O " 27' -O° 26' -O" mm 14' -0" 2 - 1 1- 0 11 m FRAM I NC PLAN NOTES A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RESOLVE DISCREPANCIES WITH THE ARCHITECT. B. VERIFY LOCATION OF ALL OPENINGS WITH ATGHITEGTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PRIOR TO CONSTRUCTION. G. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 56 INGHE5 BELOW PAD GRADE. PAD GRADE IS DEFINED AS LOWEST ADJACENT COMPACTED SUBSRADE ( 6RADE BEFORE LANDSCAPING) OR NATURAL GRADE WITHIN 5FT OF THE BUILDING PERIMETER FOOTINGS, OR TOP OF EXTERIOR PAVEMENT OR FEF4 ANTLY INSTALLED CONCRETE. FOOTING EXCAVATIONS SHALL BE GLEAN AND FREE OF LOOSE DEBRIS, STANDING WATER OR UNCOMPACTED FILL. D. © DENOTES SHEARWALL PER SCHEDULE (THIS SHEET) E. TYPICAL INTERIOR CONCRETE SLAB SHALL BE 4" THICK OVER 2' SAND OVER 6 ml POLYETHE.ENE VAPOR BARRIER OVER 6' GRANULAR MATERIAL. AS AN ALTERNATIVE AN 6 ml VAPOR BARRIER MAY BE USED UNDER GRANULAR MATERIAL AND THE SAND ELIMINATED. MOISTEN BUT DO NOT SATURATE THE 501L IMMEDIATELY BENEATH THE SLAB PRIOR TO PLAGEIN6 CONCRETE. F. FINISHED MAIN FLOOR ELEVATION + 100' -0' U.N.O. SEE ARCHITECTURAL FOR EXTERIOR SLABS, CURBS, ETC. 6. Fl, F2, F5, F7 DENOTES FOOTINC75 PER THE SCHEDULE ON THIS SHEET. H. INSTALL CONCRETE SLAB CONTROL 0 R CONSTRUCTION JOINTS PER DETAIL 101. MATCH CLOSURE POUR JOINTS WITH SLAB CONTROL JOINTS. I. TYPICAL CONCRETE BASEMENT WALL SHALL BE b THICK. CONCRETE BASEMENT WALL SHALL BE 10' THICK WHERE STONE VENEER OCCURS ABOVE. SHEARKALL SCHEDULE A. WALL STUDS SHALL BE PLACED AT 16' Oz. MAX. FRAMING AND BLOCKING AT EDGES (VHIHERE NOTED) SHALL BE 2x MIN. UN.O. B. PROVIDE (2) FULL HEIGHT STUDS (MIN) AT ENDS OF SHEARWAL.L, UNLESS NOTED AS POST IN PLANS OR DETAILS, HOLDOWNS AS SPECIFIED ON PLANS SHALL BE ATTACHED TO DOUBLE 57UD OR P05T PER MFR SPECS. PROVIDE EDGE NAILING FULL HEIGHT AT STUD/POST AT HOLDOWNS. TRIMMER STUD MAY BE COUNTED AS AN END STUD AT NONBEARING WALLS. AT BEARING WALLS, TRIMMERS SHALL BE ATTACHED TO KING STUDS W/ Ibd AT 6' o c. STA66ERED URO. G. PLYWOOD PANELS MAY BE INSTALLED EITHER HORIZONTAL OR VERTICAL U.NO. D. PROVIDE CONT. DOUBLE 2x TOP PLATE AT ALL SHEARWALLS, EXTERIOR WALLS AND BEARING WALL5. E. U5E ANCHOR BOLTS NOTED PER 65N., DETAILS AND T14I5 SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT FOUNDATION. PROVIDE 5/16'x 2' x 2' PLATE WASHERS AT ANCHOR BOLT. USE 5TA66ERED NAILS /SCREWS NOTED THIS SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT WOOD FRAMING. F. WHERE NOTED ON PLANS 5HEARWALIS EXTEND BETWEEN OPENIN66, OR ENDS OF WALL, UNLESS LENGTH 15 NOTED. 6. NAIL TYPE SHALL BE AS NOTED IN 65.K, SUBSTITUTION OF ALTERNATE NAILS OR STAPLES NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER MARK SHEATHIINS MATERIAL EDO NAILINS FIELD NAIUN6 5WI • �-. ,:. � .. � ••: ' "' . i.,: � :�••,. ! y . *.: j am. :� .I. .,: :',. F2 �WI BOTTOM PLATE AT FOUNDATION Sm 15/32' PLYWO BLOCKED IOd AT 6' or,. IOd AT 12' o c. Ibd AT 6' oz. —_ - -- ---------------- _.. ---- - - - - -- w �- ------- - - - - -- -- ---------- - - - - -- Sm �Y -T 1 ---- - - - - -- 0.1 , ONE SIDE OF WALL IOd AT 4' ot- IOd AT 12' oz. 1/2' DIA AB. AT 20' .- PLATE SHALL BE SOLID Sx 15/32' PLYWD BLOCKED - _ .. :.. SIDE OF WALL L SIPS V4' x 41/2 AT W o c. FRAMED FRAMED AT ADJOINING IOd AT 5' o c. Z V2' DIA AB. AT 16' o c. PANE. EDGES SHALL BE t PLATE SHALL BE SOLID 3x ..; L IOd AT 12' oz. - -- ------------------------ - - - --� r - - - - - - - - - - - - - - - - - - - - - - - - - _-- - - - --- IOd AT 12' oz. I ONE SIDE OF WALL CD I FRAMED AT ADJOIMN6 10d AT 2' O.C. cu .: I I �: i i • 3 t t =• 0 Q0 C) 1 ��.� I � I ::: I I •:- I I •:r I FRAMING AT ADJOINING 10d AT 5' oz. 112' DIA A.B. AT V Of,. PANE. EDGES SHALL BE PLATE SHALL BE SOLID 3x SOLID 5x OR WIDER 1 i I L------------------------- - - - - -J I I I C I I �•: •. I I --- - - - - -� I I ----------------------------- - - - --� t _----------------------- I I I ••: I — — — — — — — — — — — — — — — — — — — — — — — — — — — — I :: I I ', ' -------------------- I I :: I i� I I ...' I I .- I I _• I L-------------------------- - - - --� I I I ,--------------------------- - - - --, L - -- ---------------------- - - - - -J L--------------------------- - - - - -J �I 1 -- - ----- ----------------------- - - - --� I ---------- - - - - -- _ ------------ - - - --� :. I I .•.' I i .� I I I I '.: I� : I I ?�� .. I I •:' I I :' �. I r. I I �'.• "' a I I m I .. I l t �° � I I •` �� 1" I i ry I I i L - -- -------------------- - - - - -- - -J 1 L--------------------------- - - - - -J AQ i L re ��q 5WI �zq I �: � — — — — --------------------- - - - -- :• t .. ... .. W I— — — — -� 14' — O " 27' -O° 26' -O" mm 14' -0" 2 - 1 1- 0 11 m FRAM I NC PLAN NOTES A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RESOLVE DISCREPANCIES WITH THE ARCHITECT. B. VERIFY LOCATION OF ALL OPENINGS WITH ATGHITEGTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PRIOR TO CONSTRUCTION. G. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 56 INGHE5 BELOW PAD GRADE. PAD GRADE IS DEFINED AS LOWEST ADJACENT COMPACTED SUBSRADE ( 6RADE BEFORE LANDSCAPING) OR NATURAL GRADE WITHIN 5FT OF THE BUILDING PERIMETER FOOTINGS, OR TOP OF EXTERIOR PAVEMENT OR FEF4 ANTLY INSTALLED CONCRETE. FOOTING EXCAVATIONS SHALL BE GLEAN AND FREE OF LOOSE DEBRIS, STANDING WATER OR UNCOMPACTED FILL. D. © DENOTES SHEARWALL PER SCHEDULE (THIS SHEET) E. TYPICAL INTERIOR CONCRETE SLAB SHALL BE 4" THICK OVER 2' SAND OVER 6 ml POLYETHE.ENE VAPOR BARRIER OVER 6' GRANULAR MATERIAL. AS AN ALTERNATIVE AN 6 ml VAPOR BARRIER MAY BE USED UNDER GRANULAR MATERIAL AND THE SAND ELIMINATED. MOISTEN BUT DO NOT SATURATE THE 501L IMMEDIATELY BENEATH THE SLAB PRIOR TO PLAGEIN6 CONCRETE. F. FINISHED MAIN FLOOR ELEVATION + 100' -0' U.N.O. SEE ARCHITECTURAL FOR EXTERIOR SLABS, CURBS, ETC. 6. Fl, F2, F5, F7 DENOTES FOOTINC75 PER THE SCHEDULE ON THIS SHEET. H. INSTALL CONCRETE SLAB CONTROL 0 R CONSTRUCTION JOINTS PER DETAIL 101. MATCH CLOSURE POUR JOINTS WITH SLAB CONTROL JOINTS. I. TYPICAL CONCRETE BASEMENT WALL SHALL BE b THICK. CONCRETE BASEMENT WALL SHALL BE 10' THICK WHERE STONE VENEER OCCURS ABOVE. SHEARKALL SCHEDULE A. WALL STUDS SHALL BE PLACED AT 16' Oz. MAX. FRAMING AND BLOCKING AT EDGES (VHIHERE NOTED) SHALL BE 2x MIN. UN.O. B. PROVIDE (2) FULL HEIGHT STUDS (MIN) AT ENDS OF SHEARWAL.L, UNLESS NOTED AS POST IN PLANS OR DETAILS, HOLDOWNS AS SPECIFIED ON PLANS SHALL BE ATTACHED TO DOUBLE 57UD OR P05T PER MFR SPECS. PROVIDE EDGE NAILING FULL HEIGHT AT STUD/POST AT HOLDOWNS. TRIMMER STUD MAY BE COUNTED AS AN END STUD AT NONBEARING WALLS. AT BEARING WALLS, TRIMMERS SHALL BE ATTACHED TO KING STUDS W/ Ibd AT 6' o c. STA66ERED URO. G. PLYWOOD PANELS MAY BE INSTALLED EITHER HORIZONTAL OR VERTICAL U.NO. D. PROVIDE CONT. DOUBLE 2x TOP PLATE AT ALL SHEARWALLS, EXTERIOR WALLS AND BEARING WALL5. E. U5E ANCHOR BOLTS NOTED PER 65N., DETAILS AND T14I5 SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT FOUNDATION. PROVIDE 5/16'x 2' x 2' PLATE WASHERS AT ANCHOR BOLT. USE 5TA66ERED NAILS /SCREWS NOTED THIS SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT WOOD FRAMING. F. WHERE NOTED ON PLANS 5HEARWALIS EXTEND BETWEEN OPENIN66, OR ENDS OF WALL, UNLESS LENGTH 15 NOTED. 6. NAIL TYPE SHALL BE AS NOTED IN 65.K, SUBSTITUTION OF ALTERNATE NAILS OR STAPLES NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER MARK SHEATHIINS MATERIAL EDO NAILINS FIELD NAIUN6 BOTTOm PLATE AT WOOD FRAMING a) (2) #4 CONTINUOUS F2 CD BOTTOM PLATE AT FOUNDATION Sm 15/32' PLYWO BLOCKED IOd AT 6' or,. IOd AT 12' o c. Ibd AT 6' oz. 12. ONE SIDE OF WALL w �- 1/2' DIA AB. AT 24' o,0 Sm 15/32 PLYH BLOCKED SIPS 1/4' x 41/2 AT 6' oz. 0.1 , ONE SIDE OF WALL IOd AT 4' ot- IOd AT 12' oz. 1/2' DIA AB. AT 20' 00 O PLATE SHALL BE SOLID Sx 15/32' PLYWD BLOCKED IOd AT 12' o.c. Sm SIDE OF WALL L SIPS V4' x 41/2 AT W o c. FRAMED FRAMED AT ADJOINING IOd AT 5' o c. Z V2' DIA AB. AT 16' o c. PANE. EDGES SHALL BE PLATE SHALL BE SOLID 3x SOLID 5x OR WIDER L IOd AT 12' oz. 15/32' PLYND BLOCKED cu IOd AT 12' oz. ONE SIDE OF WALL CD SD5 V4' x 41)2 AT 6' or,. SW4 FRAMED AT ADJOIMN6 10d AT 2' O.C. cu 1/2' DIA A.B. AT 12' o,&. PANEL EDGES SHALL 13E PLATE SHALL BE SOLID 5x SOLID 5x OR HIDER 0 Q0 C) co H 15/52' PLYWD BLOCKED M BOTH SIDES OF HALL (2) ROHS SDS 1/4 x 41/2 AT V o c. FRAMING AT ADJOINING 10d AT 5' oz. 112' DIA A.B. AT V Of,. PANE. EDGES SHALL BE PLATE SHALL BE SOLID 3x SOLID 5x OR WIDER 5/4" 05B DEGKIN6 II 1/8" 1 1' -JO15T 4 T.O. FOOTING ELEV qb' -0" O -(j 02 S GTION N.T.S CONCRETE WALL #4 REBAR ® 24" O.G. VERTICAL #4 REBAR 0 12' O.G. HORIZONTAL (2) #4 REBAR CONTINUOUS r FOOTIN&/FOUNDATION PLAN FOOTIN 5CHr-DUL E MARK W REINFORCEMENT Fl a) (2) #4 CONTINUOUS F2 CD . L. M N z ca C) 12. 0 w r FOOTIN&/FOUNDATION PLAN FOOTIN 5CHr-DUL E MARK W REINFORCEMENT Fl 24" X 10" CONTINUOUS (2) #4 CONTINUOUS F2 CD � M z C) 0 �- �e 00 0.1 , , ^ V W 00 O 00 O z to _ 0 L Z L O O cu CD cu co �■ cu cu u') 0 Q0 C) co H to M co r FOOTIN&/FOUNDATION PLAN FOOTIN 5CHr-DUL E MARK 51ZE REINFORCEMENT Fl 24" X 10" CONTINUOUS (2) #4 CONTINUOUS F2 30 x30" x10" (4) #4 EA. WAY Mw 26' -O" 2" X 10" ANCHOR BOLTS 24" O.G. x6 P.T. SILL PLATE 1 #4 ® TOP of STEM WALL %G 9928 0 o j£ oF `% �y Y Wei �ilmi VJ 1 24" FRArM I NO PLAN NOTES A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RESOLVE 015CREPANCIE5 WITH THE ARCHITECT. B. VERIFY LOCATION OF ALL OPENIN65 WITH ATC IITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PRIOR TO CONSTRUCTION. G. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 36 INCHES BELOW PAD GRADE. PAD 6RADE 15 DEFINED AS LOWEST ADJACENT COMPACTED SUBGRADE ( 6RADE BEFORE LAND5CAPIN6) OR NATURAL 6RADE WITHIN 5FT OF THE BUILDING PERIMETER FOOTINGS, OR TOP OF EXTERIOR PAVEMENT OR PERMANTLY INSTALLED CONCRETE. FOOTING EXCAVATIONS SHALL BE GLEAN AND FREE OF LOOSE DEBRIS, STANOIN& WATER OR UNCOMPACTED FILL. D. A DENOTES SHEARWALL PER 509VULE (THIS SHIFT) E. TYPICAL INTERIOR CONCRETE SLAB SHALL BE 4' THICK OVER 2' SAND OVER 6 ml POLYETHELENE VAPOR BARRIER OVER 6' 6RANULAR MATERIAL. AS AN ALTERNATIVE AN 6 ml VAPOR BARRIER MAY BE USED UNDER 6RANILAR MATERIAL AND THE SAND ELIMINATED. MOISTEN BUT DO NOT SATURATE THE SOIL IMMEDIATELY BENEATH THE SLAB PRIOR TO PLA6EIN6 CONCRETE. F. FINI5HED MAIN FLOOR ELEVATION + 100' -0' U.N.O. SEE ARCHITECTURAL FOR EXTERIOR SLABS, CURBS, ETC. 6. Fl, F2, F5, F? DENOTES FOOTIN66 PER THE SCHEDULE ON THI5 SHEET. H. INSTALL CONCRETE SLAB C0NTROIL 0 R CONSTRICTION JOINTS PER DETAIL 101. MATCH CLOSURE POUR JOINT5 WITH SLAB CONTROL JOINTS. 1. TYPICAL CONCRETE BAsENENT WALL SHALL BE 8' THICK CONCRETE BA5EMENT WALL SHALL BE 10' THICK WHERE STONE VENEER OCCURS ABOVE. SHEAtRWArLL SCHEDULE A WALL STUDS SHALL BE PLACED AT 16' o c. MAX FRAMING AND BLOCKIN C? AT axE5 4'IfERE NOTED) SMALL BE 2x MIN. U.N.O. B. PROVIDE (2) FULL HEI6HT STUDS (MIN) AT ENDS OF 5HEARWALL, UNLESS NOTED AS POST IN PLANS OR DETAILS, HOLDOWNS AS SPECIFIED ON PLANS SHALL BE ATTACHED TO DOUBLE STUD OR POST PER MFR SPECS. PROVIDE EXE NAILING FULL HEIGHT AT STUD/POST AT HOLDOWNS. TRIMMER STUD MAY BE COUNTED AS AN END STUD AT NONEEARIN6 WALLS. AT BEARING WALLS, TRIMMERS SHALL BE ATTACHED TO KIN& 5TUD5 IN Ibd AT 6' o c. STAGGERED UKO. G. PLYWOOD PANELS MAY BE INSTALLED EITHER HORIZONTAL OR VERTICAL U.N.O. D. PROVIDE CONT. DOUBLE 2x TOP PLATE AT ALL SHEARWALLS, EXTERIOR WALLS AND BEARING WALLS. E. USE ANCHOR BOLTS NOTED PER 65.11., DETAILS AND T1415 SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT FOUNDATION. PROVIDE 5/16'x 2' x 2' PLATE WASHERS AT ANCHOR BOLT. USE STA66ERED NAILS /SCREWS NOTED THIS SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT WOOD FRAMING. -- • Q r • - it • i • - r • 6. NAIL TYPE SHALL BE A5 NOTED IN 6511., SUBSTITUTION OF ALTERNATE NAIL5 OR STAPLES NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER MARK SHEATHIING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE AT WOOD FRAMING CD A5 5PEGIFIED IN --%. CV BOTTOM PLATE AT FaWATION SH 15/32' PLYWD BLWG W IOd AT 6' o c. IOd AT 12' o4. 16d AT 6' o c. . ) ONE SIDE OF WALL 07 50HEOULE 1/2' CIA AB. AT 24' o.w SIC 15132' PLYWD BLACKED ONE SIDE OF WALL IOd AT 4' oc. IOd AT 12' o c. S x 4 I/2 AT W o c. U2' VIA AB. AT 20 o x, 04 @4" O.G. 04" O.G. ® 51/2 PLATE SHALL BE SOLID 3x 83" O.G. 15!32' FLYMD HEDGE® ® 2" O.G. IOd AT 12' o4. 02" O.G. 5W3 ONE SIDE OF WALL 01 NOTE: WS I/4' x 4 U2 AT 6' oz. 2. ALL 5TAPLE 5PAGING AT INTERMEDIATE PANEL 5UPPORT5 FRAMED AT ADJOINING 10d AT 5' o c. 1/2' DIN. AB. AT W o c. .c CL PANEL EDSE i SHALL BE PLATE SHALL BE SOLID 5x SOLID 5x OR mom IOd AT 12' o c. 15/32' PLYND BLACKED i 10d AT 12' of,. ONE SIDE OF WALL ,cu WS I/4' x 41/2 AT 6' ola. SW4 FRAMED AT ADJOINING IOd AT 2' O.C. 112' DIAL AB. AT 12' of,. w cl) PANE. EPOE5 SHALL BE ..� cu PLATE SHALL. BE SOLID 5x SOLID 5x OR WIDER 15/32' PLYWD BLOC" to O CEO BOTH SIDES OF WALL M (2) ROWS WS 1/4 x 41/2 AT 5' oc. sm FR MINE AT ADJOINING, ADJOINING, IOd AT 3' ot. 1/2' CIA AB. AT 8'04. PANG. EDSES SHALL BE PLATE SHALL BE SOLID 5x SOLID 3x OR NOW FLOOR FRAMINO NOTES (I 11 I/8 'I' JO15T E3015000 5ERIE5 1.7E ® I6" O.G. 2� CRAWL 5PAGE AGGE55 O BEARING HALL (2x4 FRAMING @ 16" O.G.) ® RIM JO15T ALTERNATr. 5TAFLE 50ri FOR A.F.A. Mfll% 5HEATH I N EDGE NAIL 5PAGING O C) CD A5 5PEGIFIED IN --%. CV M THE HOOD HALL 14 GUAGE 15 GUA6E lb CGUA(5E OR DIAPHRAM . ) 07 50HEOULE . �.. ■® ®b" O.G. ®b" O.G. 05" O.G. 04 @4" O.G. 04" O.G. ® 51/2 ® 21/2 O.G. 83" O.G. 03" O.G. ® 2" O.G. 1 02" O.G. 02 ® 1 1/2" O.G. 01 NOTE: I. ALL 5TAPLE5 TO HAVE 111b" MIN. GROWN WIDTH 2. ALL 5TAPLE 5PAGING AT INTERMEDIATE PANEL 5UPPORT5 ® 12" O.G. 5. MINIMUM PENETRATION FOR ALL 5TAPLE CUA(5E5 15 1 1/2 ". �Lmlli s 9928 �s \l£ Of % �Wwlw N W O C) CD I CO --%. CV M r . . C� O . ) 07 W . �.. ■® CV cu W Oo C) QO O �Lmlli s 9928 �s \l£ Of % �Wwlw N W CD M m C� O 07 d' -� 00 CV W Oo C) QO O C\l z c (u 0 V .c CL z i 0 O ,cu N w cl) ..� cu cu Lf) to O CEO cu M r- 00 �Lmlli s 9928 �s \l£ Of % �Wwlw N 00 1 "-.. C0 N M T- O (V 2 ' - 0 " (TYP) J I 1 x I m t } J I 1 r I m 1 N J 1 1 x d- 1 m i (2) I 4 x II 15 L` (2) 15/4 x I�I 7/8 L N_t cl PL V PL O C r O N o^% lu 2I IO D RAFTER (2) 2xi0 O o 24" O.G. HEADER r 2 ' - 0 " (2)15/4 II 7/5 LVL ....... ...... \ SLOPE OVERBUILD L .................. \ ....... ... ......... ........... jz ........ . ...................... SLOPE II _rb LVL IX ROOF CONSTRUCTION: SLOPE • -- •••�• "•� -- ....... .............. . ...... .' . ............ ...... OVERBU I LP PRE - ENGINEERED ROOF TRUSSES INSTALLED PER MANUFACTURE'S SPECIFICATIONS 5/5" 055 SHEATHING R -44 INSULATION ICE AND WATER SHIELD IN VALLEYS OF EAVES 25 YEAR ARCHITECTURAL GRADE ASPHALT SHINGLES PROVIDE 1 50 FOOT OF FREE AIR VENTILATION FOR EACH 500 50 FT OF ATTIC SPACE II _ II it II (2) 2x10 HEADER r (2) 2xIO p HEADER r -3 � -!- - - II II N UL 2xI0 DF RAFTER rZ- JO o 24" O.G. i m 2X10 OF RAFTER o24 2L 10 DF RAFTER (2) 2x10 O ® 24" O.G. HEADER r FRAM I NO PLAN NOTES A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RE50LVE DISCREPANGIE5 WITH THE ARCHITECT. B. VERIFY LOCATION OF ALL OPENIN65 W ATCHITEGTURAL, MECHANICAL, PL"IN6 AND ELECTRICAL PRIOR TO CONSTRUCTION. G. ALL EXTERIOR FBOTIN65 SHALL EXTEND A MINIMUM OF 36 INCHES BELOW PAD GRADE. PAD GRADE 15 DEFINED AS LOWEST ADJACENT' COMPACTED V 56RADE (GRADE BEFORE LANDWAPIN6) OR NATURAL 6RADE WITHIN 5FT OF THE BUILDING PERIMETER FOOTIN65, OR TOP OF EXTERIOR PAVEMENT OR PERMAN LY INSTALLED CONCRETE. FOOTING EXCAVATION5 SHALL BE GLEAN AND FREE OF LOOSE DEBRI5, 5TANDIN6 WATER OR UNCOMPACTED FILL. D. A DENOTES SHEARWALL PER SCHEDULE (THIS SHEET) E. TYPICAL INTERIOR CONCRETE SLAB SHALL BE 4' THICK OVER 2' SAND OVER 6 ml POLYETFELENE VAPOR BARRIER OVER 6' 6RAILAR MATERIAL. AS AN ALTERNATIVE AN 6 ml VAPOR BARRIER MAY BE USED UNDER 6RANULAR MATERIAL AND THE SAND ELIMINATED. M015TEN BUT DO NOT SATURATE THE SOIL IMMEDIATELY BENEATH THE SLAB PRIOR TO PLACEIN6 CONCRETE. F. FINISHED MAIN FLOOR ELEVATION + 100' -0' UN.O. SEE ARCHITECTURAL FOR EXTERIOR SL.A55, CURBS, ETC. 6. Fl, F2, F3, Fl DENOTES FOOTIN65 PER THE SCHEDULE ON T1415 SHEET. H. INSTALL CONCRETE SLAB CONTROL O R CONSTRUCTION JOINTS PER DETAIL 101. MATCH CLOSURE POUR JOINTS WITH SLAB CONTROL JOINTS. I. TYPICAL CONCRETE BASEMENT WALL SHALL BE V THICK. CONCRETE BASEMENT WALL SHALL. BE 10" THICK WHERE STONE VENEER OCCURS ABOVE. SHEARWALL SCHEDULE A. WALL STUDS SHALL BE PLACED AT lb' oz. MAX. FRAMING AND BL.00KIN6 AT BORES (WHERE NOTED) SHALL BE 2x MIN. U.N.O. B. PROVIDE (2) FULL W16 4T STUDS (MIN) AT ENDS OF 5HEARWALL, UNLESS NOTED A5 P05T IN PLANS OR DETAILS, HOL DONNS AS SPECIFIED ON PLANS SHALL BE ATTACHED TO DOUBLE STUD OR POST PER MFR SPECS. PROVIDE EDGE NAILING FULL W16HT AT STUD/POST AT HOLDOWNS. TRIMMER STUD MAY BE COUNTED AS AN END STUD AT NONBEARING WALLS. AT BEARING WALLS, TRIMMERS SHALL BE ATTACHED TO KING STUDS IN Ibd AT b' oc. STA66ERED U.N.O. G. PLYWOOD PANELS MAY BE INSTALLED EITHER HORIZONTAL OR VERTICAL U.N.O. D. PROVIDE CONT. DOUBLE 2x TOP PLATE AT ALL SHEARWAL.LS, EXTERIOR WALLS AND BEARING WALLS. E. USE ANCHOR BOLTS NOTED MR 65N., DETAILS AND THIS SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT FOUNDATION. PROVIDE 3/I6'x 2' x 2" PLATE WASHERS AT ANCHOR BOLT. USE STA66ERED NAZIS /SCREWS NOTID THfl5 SGHEDUL.E FOR BOTTOM PLATE ATTACHMENT AT WOOD FRAMINS . F. WHERE NOTED ON PLANS SHEARWALLS EXTEND BETWEEN OPENINGS, OR ENDS OF WALL, UNLESS LENGTH 15 NOTED. 6. NAIL TYPE SHALL BE AS NOTED IN 65N., SUBSTITUTION OF ALTERNATE NAILS OR STAPLES NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER MARK SHEATHIING MATERIAL EDGE NAILING FIELD NAILING ( 1 5/4 II 7/5 LVL .- BOTTOM PLATE AT FOUNDATION esm 15/32' PLYWD BLOCKED lOd AT 6' oc. IOd AT 12' oc. Ibd AT 6' oc. 5WI ONE SIDE OF WALL w 56HEOULE 112' VIA AB. AT 24' o10 S12 15!32' PLYWD SLOaM N SD51/4' x 41/2 AT 6' oc. 04" O.G. ONE SIDE OF WALL IOd AT 4' oc. IOd AT 12' oc. 1/2' VIA AB. AT 20' oc. 03" O.G. 03" O.G. 1 0 2" O.G. 1 1/2" O.G. PLATE SHALL BE SOLID 3x 02" O.G. 15/32' PLYWD BLOC4W 0 1" O.G. IOd AT 12' oc. I. ALL 5TAPLE5 TO HAVE 7116" MIN. GROWN WIDTH SW3 ONE SIDE OF WALL 3. MINIMUM PENETRATION FOR ALL STAPLE 67UAGE5 15 11/2. WS V4' x 41/2 AT 6' oc. FRAMED AT ADJOINING IBd AT 3' oc. UT VIA. AB. AT 16' oc. LL PANEL ED SM SHALL BE 00 PLATE SHALL BE SOLID 3x SOLID 3x OR WIDER IOd AT 12' oc. W 15/32' PLYWD BLOCKED � IOd AT 12' oc. W > C) ONE SIDE OF WALL i z WS 114' x 41/2 AT 6' oc. SW4 FRAMED AT ADJOINING J C D 1/2' 01A. AB. AT 12' oc. PANEL EDGES SHALL BE cu cl) PLATE SHALL BE SOLID 3x SOLID 3x OR WIDER Z 1 15/32' PLYWD BLOCKED I � L0 W = BOTH SIDES OF WALL 0000 (2) ROWS WS I/4 x 41/2 AT 5' oc. M FRAMING AT ADJOINING IOd AT 5 ' 0 - 0 - 1 r PANEL EDGES SHALL BE PLATE SHALL BE SOLID 3x SOLID 3x OR WIDER I x I m O N 5WI RI 6E J I 1 r I x C I d� V O I m _ to N O ERB ILD J ' ••••• •• ... . . . . . . 1 : :• :• :' :• :• - ... - :• :• :• :• :• - . :• :. :• :• :• :• :•: J I m ... .. . .. ............... ....... ...... .............................. ....... ....... .. ... .... .. ...... . ..... .. .......... ............................... ....... ...... ....... ' ... ..... ....... 1:Uf'E......... ....... OPE'... ....................................... . . .... .... ....... ,.. ....... ............................... . ... .. ,. . ..... . . .. f.. ....... .. ..... ...... 5W II _ II it II (2) 2x10 HEADER r (2) 2xIO p HEADER r -3 � -!- - - II II N UL 2xI0 DF RAFTER rZ- JO o 24" O.G. i m 2X10 OF RAFTER o24 2L 10 DF RAFTER (2) 2x10 O ® 24" O.G. HEADER r FRAM I NO PLAN NOTES A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RE50LVE DISCREPANGIE5 WITH THE ARCHITECT. B. VERIFY LOCATION OF ALL OPENIN65 W ATCHITEGTURAL, MECHANICAL, PL"IN6 AND ELECTRICAL PRIOR TO CONSTRUCTION. G. ALL EXTERIOR FBOTIN65 SHALL EXTEND A MINIMUM OF 36 INCHES BELOW PAD GRADE. PAD GRADE 15 DEFINED AS LOWEST ADJACENT' COMPACTED V 56RADE (GRADE BEFORE LANDWAPIN6) OR NATURAL 6RADE WITHIN 5FT OF THE BUILDING PERIMETER FOOTIN65, OR TOP OF EXTERIOR PAVEMENT OR PERMAN LY INSTALLED CONCRETE. FOOTING EXCAVATION5 SHALL BE GLEAN AND FREE OF LOOSE DEBRI5, 5TANDIN6 WATER OR UNCOMPACTED FILL. D. A DENOTES SHEARWALL PER SCHEDULE (THIS SHEET) E. TYPICAL INTERIOR CONCRETE SLAB SHALL BE 4' THICK OVER 2' SAND OVER 6 ml POLYETFELENE VAPOR BARRIER OVER 6' 6RAILAR MATERIAL. AS AN ALTERNATIVE AN 6 ml VAPOR BARRIER MAY BE USED UNDER 6RANULAR MATERIAL AND THE SAND ELIMINATED. M015TEN BUT DO NOT SATURATE THE SOIL IMMEDIATELY BENEATH THE SLAB PRIOR TO PLACEIN6 CONCRETE. F. FINISHED MAIN FLOOR ELEVATION + 100' -0' UN.O. SEE ARCHITECTURAL FOR EXTERIOR SL.A55, CURBS, ETC. 6. Fl, F2, F3, Fl DENOTES FOOTIN65 PER THE SCHEDULE ON T1415 SHEET. H. INSTALL CONCRETE SLAB CONTROL O R CONSTRUCTION JOINTS PER DETAIL 101. MATCH CLOSURE POUR JOINTS WITH SLAB CONTROL JOINTS. I. TYPICAL CONCRETE BASEMENT WALL SHALL BE V THICK. CONCRETE BASEMENT WALL SHALL. BE 10" THICK WHERE STONE VENEER OCCURS ABOVE. SHEARWALL SCHEDULE A. WALL STUDS SHALL BE PLACED AT lb' oz. MAX. FRAMING AND BL.00KIN6 AT BORES (WHERE NOTED) SHALL BE 2x MIN. U.N.O. B. PROVIDE (2) FULL W16 4T STUDS (MIN) AT ENDS OF 5HEARWALL, UNLESS NOTED A5 P05T IN PLANS OR DETAILS, HOL DONNS AS SPECIFIED ON PLANS SHALL BE ATTACHED TO DOUBLE STUD OR POST PER MFR SPECS. PROVIDE EDGE NAILING FULL W16HT AT STUD/POST AT HOLDOWNS. TRIMMER STUD MAY BE COUNTED AS AN END STUD AT NONBEARING WALLS. AT BEARING WALLS, TRIMMERS SHALL BE ATTACHED TO KING STUDS IN Ibd AT b' oc. STA66ERED U.N.O. G. PLYWOOD PANELS MAY BE INSTALLED EITHER HORIZONTAL OR VERTICAL U.N.O. D. PROVIDE CONT. DOUBLE 2x TOP PLATE AT ALL SHEARWAL.LS, EXTERIOR WALLS AND BEARING WALLS. E. USE ANCHOR BOLTS NOTED MR 65N., DETAILS AND THIS SCHEDULE FOR BOTTOM PLATE ATTACHMENT AT FOUNDATION. PROVIDE 3/I6'x 2' x 2" PLATE WASHERS AT ANCHOR BOLT. USE STA66ERED NAZIS /SCREWS NOTID THfl5 SGHEDUL.E FOR BOTTOM PLATE ATTACHMENT AT WOOD FRAMINS . F. WHERE NOTED ON PLANS SHEARWALLS EXTEND BETWEEN OPENINGS, OR ENDS OF WALL, UNLESS LENGTH 15 NOTED. 6. NAIL TYPE SHALL BE AS NOTED IN 65N., SUBSTITUTION OF ALTERNATE NAILS OR STAPLES NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER MARK SHEATHIING MATERIAL EDGE NAILING FIELD NAILING 507 TOM PLATE AT WOOD FRAMING A5 5PEGIFIED IN = � .- BOTTOM PLATE AT FOUNDATION esm 15/32' PLYWD BLOCKED lOd AT 6' oc. IOd AT 12' oc. Ibd AT 6' oc. CL ONE SIDE OF WALL w 56HEOULE 112' VIA AB. AT 24' o10 S12 15!32' PLYWD SLOaM N SD51/4' x 41/2 AT 6' oc. 04" O.G. ONE SIDE OF WALL IOd AT 4' oc. IOd AT 12' oc. 1/2' VIA AB. AT 20' oc. 03" O.G. 03" O.G. 1 0 2" O.G. 1 1/2" O.G. PLATE SHALL BE SOLID 3x 02" O.G. 15/32' PLYWD BLOC4W 0 1" O.G. IOd AT 12' oc. I. ALL 5TAPLE5 TO HAVE 7116" MIN. GROWN WIDTH SW3 ONE SIDE OF WALL 3. MINIMUM PENETRATION FOR ALL STAPLE 67UAGE5 15 11/2. WS V4' x 41/2 AT 6' oc. FRAMED AT ADJOINING IBd AT 3' oc. UT VIA. AB. AT 16' oc. LL PANEL ED SM SHALL BE 00 PLATE SHALL BE SOLID 3x SOLID 3x OR WIDER IOd AT 12' oc. W 15/32' PLYWD BLOCKED � IOd AT 12' oc. W > C) ONE SIDE OF WALL i z WS 114' x 41/2 AT 6' oc. SW4 FRAMED AT ADJOINING IOd AT 2' oc. C D 1/2' 01A. AB. AT 12' oc. PANEL EDGES SHALL BE cu cl) PLATE SHALL BE SOLID 3x SOLID 3x OR WIDER Z 15/32' PLYWD BLOCKED I � L0 W = BOTH SIDES OF WALL 0000 (2) ROWS WS I/4 x 41/2 AT 5' oc. M FRAMING AT ADJOINING IOd AT 5 ' 0 - 0 - V2' VIA AB. AT D' O.G. PANEL EDGES SHALL BE PLATE SHALL BE SOLID 3x SOLID 3x OR WIDER ALTERNATE STAPLE SCHEDULE FOR A.P.A. RATED SHFATH i lit& EDGE NAIL 5PAGING V A5 5PEGIFIED IN = � .- • L. THE HOOD HALL 14 GUACGE 15 &AGE 16 CUAGE OR DIAPHRAM CL 0 w 56HEOULE 00 N 05" O.G. 04" O.G. 04" O.G. 04" O.G. 0 3 1/2" O.G. 0 21/2 O.G. 03" O.G. 03" O.G. 1 0 2" O.G. 1 1/2" O.G. 02" O.G. 02" O.G. 0 1 1/2" O.G. 0 1" O.G. NOTE: I. ALL 5TAPLE5 TO HAVE 7116" MIN. GROWN WIDTH 2. ALL STAPLE 5PAGING AT INTERMEDIATE PANEL 5UPPORT5 0 12" O.G. 3. MINIMUM PENETRATION FOR ALL STAPLE 67UAGE5 15 11/2. STfRo 9928 ��f9TE 0 f r cy) 00 V Q N = � .- • L. Q z Cu J CL 0 w r cy) 00 O Q N = � 00 Q z 0) J � a 00 N O L0 000 " W -4 LL 00 00 Z 0 O 0 ti � H Q cu � LL 00 W � F W > C) 1.1. O i z 0 cu "V C D U) cu cl) U Z I � L0 W = m w 0000 Cu M r cy) 00 M 00 z 0) 0 �- � 00 N L0 000 " W -4 00 00 W 0 O C\l 04 cu 0 LL (D W z > C) O 0 Q 0 cu "V C D U) cu cl) U u- L0 0 0 0000 Cu M r 00 r cy) A/( CG UNI I 200 AMP SERVICE ELECTRICAL 4 LIGHTING PANEL Fl ECTRIGAL 5 VICE RISER VIAS"M ELEOM OA►L LEG END OUTLET 12"AFF C= OUTLET 42 "AFF C/) 1/2 HOT OUTLET � 220 OUTLET OUTLET IN FLOOR (D OUTLET IN CEILING ti WATER PROOF OUTLET W Cl= TELEVISION - p TELEPHONE SMOKE DETECTOR DECORATIVE WALL LIGHT —w} V DECORATIVE CEILING LIGHT —} 0 RECE55ED LIGHT co EXHAUST FAN Q FLOURESGENT LIGHT N 51NOLE SWITCH 5 3 -WAY SWITCH 5 4-WAY SWITCH 54 CEILING FAN O FLOOD LIGHTS �x ALL ELECTRICAL TO CONFORM TO THE NATIONAL. ELECTRICAL CODE AND LOCAL BUILDIN6 STANDARDS nn.n w LAC GL`Dv /V = A/C CONDENSING UNIT 200 AMP SERVICE ELECTRICAL 8 LIGHTING PANEL 0 U. Z O Q U O J 0 0 CU N M r U O -cu LL 0 • cn Z w 41 • C/) rn � (D rn ti ♦a N O V 0 co O N N v , C � �/� V / O L.L < CL 41 • r TRI GAEL. PLAN SCALE 1/4" = I--C" G r W cu O 1u L M .cu Lc) — 00 r TRI GAEL. PLAN SCALE 1/4" = I--C" G r W