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HomeMy WebLinkAboutPLANS - 10-00434 - Nauvoo House Manager Unit - RemodelT - %7 C:) BYU IDAHO OFF CAMPUS STUDENT flPHASE :V 175 WEST 5TH SOUTH 101 1 l o' Me V EXISTING CLUBHOUSE EXISTING MANAGER'S UNIT 1. OCCUPANCY CLASSIFICATION (CHAPTER 3): GROUP B (EDUCATION OCCUPANCY FOR STUDENTS ABOVE THE 12Th GRADE) 11. AREA, BUILDING (SECTION 502.1): A. FIRST FLOOR, TOTAL: 2,629 sf 1. EXISTING: 2,093 sf 2. NEW ADDITION: 536 sf B. SECOND FLOOR: 2,093 sf 111. AREA LIMITATIONS (TABLE 503): A. GROUP B, TYPE V —B PERMITS 9,000 sf B. THE BUILDING COMPLIES WITH THE AREA LIMITATIONS. IV. HEIGHT LIMITATIONS (TABLE 503): A. GROUP B, TYPE V —B PERMITS 2 STORIES. B. THE BUILDING COMPLIES WITH THE HEIGHT LIMITATIONS. V. CONSTRUCTION CLASSIFICATION (SECTION 602.2 & TABLE 601): TYPE V —B VI. AUTOMATIC SPRINKLER SYSTEM (SECTION 903): NOT REQUIRED FOR GROUP B. VII. PORTABLE FIRE EXTINGUISHERS (SECTION 906): PORTABLE FIRE EXTINGUISHERS PROVIDED, SEE FLOOR PLAN. VIII. OCCUPANT LOAD (TABLE 1004.1.1): A. FIRST FLOOR: A. OFFICE ADDITION: 536 sf / 100 = 6 OCCUPANTS B. GAME ROOM / LOUNGE: 1,698 sf / 100 (GROUP B) = 17 OCUPANTS C. LAUNDRY ROOM: 404 sf / 300 = 2 OCCUPANTS D. TOTAL 1st FLOOR: 25 OCCUPANTS B. SECOND FLOOR: A. AUDIO /VISUAL ROOM: 22 OCCUPANTS, FIXED SEATING B. LOUNGE & STUDY ROOMS: 1,542 sf / 100 (GROUP B) = 16 OCCUPANTS C. TOTAL 2nd FLOOR: 38 OCCUPANTS IX. BUILDING EXITS REQUIRED (SECTIONS 1019 & 1020): A. (1) EXIT REQUIRED FROM Ist FLOOR. B. (2) EXITS REQUIRED FROM 2nd FLOOR, AS THE OCCUPANT LOAD EXCEEDS 30. A NEW EXTERIOR STAIRWAY PROVIDED. I. OCCUPANCY CLASSIFICATION (CHAPTER 3): GROUPS R -2 & GROUP B (EDUCATION OCCUPANCY FOR STUDENTS ABOVE THE 12TH GRADE) H. AREA, BUILDING (SECTION 502.1): A. FIRST FLOOR, TOTAL: 1,027 sf 1. LIVING UNIT: 464 sf 2. EXERCISE ROOM: 418 sf B. SECOND FLOOR: 1,027 sf 1. LIVING UNIT: 432 sf 2. EXERCISE ROOM: 432 sf III. AREA LIMITATIONS (TABLE 503): A. GROUP B, TYPE V —B PERMITS 9,000 sf B. GROUP R -2, TYPE V —B PERMITS 7,000 sf C. THE BUILDING COMPLIES WITH THE AREA LIMITATIONS. IV. HEIGHT LIMITATIONS (TABLE 503): A. GROUP B, TYPE V —B PERMITS 2 STORIES. B. GROUP R -2, TYPE V —B PERMITS 2 STORIES. C. THE BUILDING COMPLIES WITH THE HEIGHT LIMITATIONS. V. MIXED OCCUPANCIES (SECTION 508.3): SEPARATION NOT REQUIRED, AS THE MOST RESTRICTIVE CODE PROVISIONS APPLY TO THE ENTIRE BUILDING. VI. CONSTRUCTION CLASSIFICATION (SECTION 602.2 & TABLE 601): TYPE V —B VII. AUTOMATIC SPRINKLER SYSTEM (SECTION 903): NOT REQUIRED, VIII, PORTABLE FIRE EXTINGUISHERS (SECTION 906): PORTABLE FIRE EXTINGUISHERS PROVIDED, SEE FLOOR PLAN. IX. OCCUPANT LOAD (TABLE 1004.1.1): A. FIRST FLOOR EXERCISE ROOM: 418 sf / 150 = 9 OCCUPANTS B. SECOND FLOOR EXERCISE ROOM: 432 sf / 150 = 9 OCCUPANTS X. BUILDING EXITS REQUIRED (SECTIONS 1019 & 1020): A. (1) EXIT REQUIRED FROM EACH .FLOOR. B. VERTICAL EXIT ENCLOSURE NOT REQUIRED FROM 2ND FLOOR, AS OCCUPANT LOAD IS LESS THAN 10. REXBUR D PROJECT CONSULTANTS ARCHITECT SUNDBERG AND ASSOCIATES, INC. IDAHO FALLS, IDAHO (208) 522 -6901 STRUCTURAL ENGINEER G & S STRUCTURAL ENGINEERS IDAHO FALLS, IDAHO (208) 523 -6918 INDEX OF DRAWINGS GS T -1.1 OF 1 CODE REVIEW & INDEX OF DRAWINGS C -1.1 OF 1 SITE PLAN ARCHITEC REMODEL OF EXISTING CLUBHOUSE A -1.1 OF 6 FIRST & SECOND FLOOR DEMOLITION PLANS A -1.2 OF 6 FIRST & SECOND FLOOR PLANS A -1.3 OF 6 EXTERIOR ELEVATIONS A -1.4 OF 6 BUILDING SECTIONS A -1.5 OF 6 STAIR & RAISED PLATFORM SECTIONS REMODEL OF EXISTING MANAGER'S UNIT #1 A -2.1 OF 6 FIRST & SECOND DEMOLITION & FLOOR PLANS STRUCTURAL S -1.1 OF 5 STRUCTURAL NOTES AND SCHEDULES S -1.2 OF 5 STRUCTURAL SCHEDULE AND TYPICAL DETAILS S -2.1 OF 5 FOUNDATION & 1ST FLOOR WALL FRAMING PLAN S -2.2 OF 5 2ND FLOOR & ROOF FRAMING PLAN S -3.1 OF 5 STRUCTURAL SECTIONS MECHANICAL —& PLUMBING DESIGN / BUILD ELECT RICAL DESIGN / BUILD h m' A �t 4 ' l `rc ° s �1 w Na H r V rn 1 W V1 VL Q .-- U, L AM I ' W'1U] �x� ohs o x� �zQ 0r UV)�, t� 0 o�x 0 cc z� �CD W�a 7 �� W 01 u U r n. 41 IY p IYdz, W �m ° o E r V 11 W U E 0 F—i F•`H � 3 H E U Z H � C) ;4-1 6 A x OF Vl Z Q �ll� �x>< C7W� cz 0 max W P, F W 0�En O Z L Q U o x II 'I i o z o - WEST 5TH SOUTH CON CRETE / CRASS APRON EX15T, SIDEWALK GUTTER 6RA55 \ CONCRETE APRON 892 EXISTING SIDEWALK ASPHALT 893` 489262 gg9,99 I � �I LANDSCAPE CRA55 EXISTING LANDSCAPE Y I CURBIW TO BE REMOVED EXI5TIW 89 ACIE5515LE NEW PORCH \ �1 qg. ENTRANCE A 8y 3.8 4894.]1 489544 Fl: 1 1 slvEVULK ASPHALT 4893.69 g8g8. EXISW ENTRANCE PARKING AREA ■ p 9 PARKINS CRASS b 89L24 LANDSCAPE ASPHALT ENTRANCE CRA55 TR Y (4892.32 9 . j ,49 A0 EXI5TIW 89 ACIE5515LE p qg. ENTRANCE A 8y 3.8 4894.]1 Fl: 1 1 slvEVULK SIDEWALK FF = 4895.48 A e p 89 I s EXISW PARKING AREA ■ p TELEPHONE BOX PARKINS CABLE BOX b ELECTRIC BOX 895.8] 4896.02 489 1 .t] 4896 q 5 \9 CRA55 AS METER A' RETAINIW WALL SIDEWALK LANDSCAPE 4@ 9683 4897.14 GRASS X4899,42 4898.28 C1 1 9932 898.93 ' EXISTIW SEWER OLEANOUT / Z TO BE RELOCATED Y N EXI5TIN6 CLUBHOUSE BUILDING slvEVULK FF = 4895.48 W ❑ PARKINS AREA AREA q AS METER FAIR CONDITIONER ELECTRIC, METER RELOCAT MAIL BOXES EXISTING GEY ER CLEAW 95 q NEW EXTERIOR cl 4@9 $98 TRENCH DRAIN _ STAIRWAY 489527 4896.12 QB9665 m96s 4895.39 51DEAALK 4895. RETAI WALL GRASS 896.73 EXI5TIW 5ID54ALK 6 TRENCH DRAIN TO BE REPEALED AS REQUIRED FOR CONSTRUCTION OF NEW STAIRWAY 489].65 3 p89T' 9 897.29 LANDSCAPE 51DEWALK EXISTING MANAGER'S UNIT #I 4897.87 9 j RETAINING WALL $(489920 O• I LANDSCAPE RETAINIW WALL Q 898.80 SITE PLAN O' w °'91 wu� I �Q u `ry L fLQ Z� J �O c ' k � ME] W �® H r l rrV W V1 F--I o E ` N mo r� I-ti VL U z CLUBHOUSE - 2nd FLOOR DEMOLITION FLAN I /<., - EXISTI145 HOOD PORCH 70 BE REMOVED �� �� f II II I I I I u n II F -- -- - - - -- L EXISTING STEEL LOLIIrMS TO — — — — — — — J REMAIN, EXISTING CONCRETE PIERS - — — — — — — — I i0 BE REMOVED, REFER 70 5TRUCTLRAL r - DRAWIN65 F R DEMOLITION PROCEDURE --- - - - - -- I � EXISTING Yi000 PORCH TO BE REMOVED I� I II I, u -- - - - - -j CLUBHOUSE - Ist FLOOR DEMOLITION PLAN ®„ I/4" - I' -O° >o w� rrnn�� �a Ul x O a 0.o x � a a U W w� ZQ OF �O o a F w GT. Q �Ura 00 L � 0E- A� O E� 77 o�r Wa m �� III IOR STAIR - STEEL C PRE -LAST CONCRETE FIELD VERIFY RECYJIED 1 NUMBER OF R15ER5, JCH iYP FE THAT R15ER HEIGHT OES iI l GENERAL `VOTES: _ C GUARDRAIL COMPONENTS TO BE RE -USED 6' -0" NOT EXCEED 7-AX I F l = NEW DOOR IN EXISTING 1 2 TO UPPER FL L CEILING OPEN WINDOW LOCATION — �C I n I CONDITIONS PERMIT —. —� 1 EXISTING _ KITCHEN FOUNDATON NALL. 5RCK VENE ER r G�EkHAN& I RELOCATE FRID6', I MODIFY�Y %15TIN6 FULL CLASS STOR. � i� /J. MENT m VINYL FL YL FLOOR) .EXISTING AINDON TO BE FRAIMED IN, U5ING BRICK 5ALVA6ED FROM FRONT O- _BUILDIN& MINIMUM INTERIOR AID OF 5TAIRAAY SHALL NOT BE LE55 THAN 56" e HANDRAIL PROJECTIONS STUDY STUDY ROOM ROOM MEW CARPET MEW CARPET) O� 5TUDY ROOM (NEW CARPET EXTERIOR DRYER EXI5TIN6 WINDONS 5ELON 5TAIR TO VENTS TO BE RELOCATED 5E FRAMED IN USING BRICK 5ALVAGED FROM ADJACENT TO $ FROM FROM' OF BLI_DING NITHIN 10 0 F THE NEW 5TAIRAAY O 1 EX15TING ME-1, 'EXISTING VE5TIEULE LAUNDRY MEW VINYL FLOORING) (NEW VINYL FLOORING) UP NEW CONCRETE LANDING TO MEET EXISTING 50aAALK ELEVATION - GAME ROOM I. 8 LOUNGE MEW CARPET) NEW ST IR UP 4 0 PROVIDE MINION, SILL AT 5' -0" AF F, L EXISTING FLOOR TO BE REMOVED, PROVIDE NEW 5TRUCTLFAL BEAM5 NEW 42' HIGH 6'3' _ GUARDRAIL\ - OPEN TO BELOW DOM EXISTI EXI5TING - LANDING M �EXISTI11Cy\ /TOILET RWI 1 (NEW VINYL ) � FLDORIN6) � A ION I5UAL STUDY ROOM 22 OCLUPANT5, FIXED SEATING - W E EXISTING VAJLTED CEILING (CARPET I II II 1 II II I � III II� �II Ili ='Il h olI NEW ROOF ! EXIST N& EXOF z NEW ROOF 3:12 ROOF ROOF 312 Q 612 6:12 f l II'�' mll I h 1 I I IN cl I I I xI I I 1 EXIST!N& HTI TRL'S5 u OLU5HOU5E - REMODELED 2nd FLOOR N ®H _ DOOR SCHEDULE NOTE5: l GRAB BAR L OGAT ION5 vooRS ARE EXISTING, uNL 5s oTHERwtSE NO ED. 2 ALL DOOR HARDWARE 'O MEET ADA k GJIREM'NTE. B' GRAB BAR 42 TG NEA¢FS' OBSTRI,GTIGN 3. ANUAI LY OPE BA RA'FD EDGE OR SURFACE 110A c Bq 41' fig. FLUSH DOL75 ARE PROHIBITED ON DOORS. 4]" 6RA8 I - 2J. GRAB 4 AL DOOR DOOR GLAZING TO BE TEMPERED. ✓ - I 5. ALL THRESHOLDS TO MEE? ACA REQUIREMENTS - 1 - VERTICAL CHAN &E IN LEYUL NOT TO EXCEED I/4" OR BEVELED CHANGE IN LEVEL NOT TO EXCEED , /2" WITH 1.2 SLOPE FLU5H HANDLE SHALL 6, DOOR SURFACES WITHIN 10' OF THE FLOOR, BE LOCATED R OP T MEA`.A -, 'RED VERTICALLY, SHALL BE A SMOOTH SIDE OF NATERGLO 0, TH CE ON THE PUSH SIDE, EXTENDI,N6 RILL WIDTH OF THE DOOR. GAME ROOM 4 LOUNGE (NEW VINYL FLOORING) PIANO RM. MEW VINYL FLOORING) 5' -0' (VERIFY TO MATC4 EM NSA WOOD DECK TO MATCH E XISTING STEEL COLUMN E 5' -O '(VERIFY EX 5TIN6 NOOP PORCH O BE REMOVED FOR NEti ONSTRI,CTION, EXISTING iYP I GENERAL `VOTES: _ C GUARDRAIL COMPONENTS TO BE RE -USED 6' -0" STUDY ROOM I F l NEN COLUMN, SEE (NEW VINYL FLOORING) 1 2 TO UPPER FL L CEILING OPEN 5TRULTURAL DRAWIN65 - wALL TO SE REMOVED, _ I n I CONDITIONS PERMIT —. —� NEVr GUARDRAIL FZ I FOUNDATON NALL. 5RCK VENE ER r G�EkHAN& 1 I42" IIAMETR HANDRAIL T FOJNDATON ", "VINYL INSIDE HOOD DECK RA:_.N6, PROM PE ./2' MINIMUM CLEAR UP EXISTING w' z �15TIN6 NEW CONCRETE LANDING 2 ALL TOf Ei ROOMS TO HAVE 5 LOOKING N/ b H16H COVED 5. T J 4� BA EACH 517E OF STAIR LANDING L - ROViDE FOCI- GLASS REIN ORAED °A ON I I I ELEVAT,ON 7FR AAL 5 EEH ND e ADJALEN C A NA I Is D - 04 , O" AFF MIN, (LERAMI TI' E OWNER O- ,ON,) EXISTING WINDOW TD EXISTING DOOR TO I EXISTING WINDOW TO BE GLU5HOU5E - MINIMJM R_C,+J.R7M - N'5. 2AIOEG. COIN'RAC'OR REMODELED Ist FLOOR T l/ERI- EX15TNb1. 1/4" : 1 -0 BE FRAMED IN f BE REMOVED, INSTALL REMOVED NSA DOOR I PROJIDED BELOW EXISTING - FUTR5 IN5TANLA-,ION OF GRAB BARS AS ✓ETAILED E%15TIN6 BRICK VENEER NEW WINDOW HEADER FRAME IN REMAINING TO BE REMOVED, TYP. E3AOK I I OPENING I� 11 - u OFFICE (CARPET) MAIN OFFICE I (CARPET) - TEMPERED &LAZING EXISTING EXPOSED H.T. WOOD BEAM5 - BEHIND DOOR 1, x'1 -O j 5' -0' (VERIFY TO MATC4 EM NSA WOOD DECK TO MATCH E XISTING STEEL COLUMN E 5' -O '(VERIFY EX 5TIN6 NOOP PORCH O BE REMOVED FOR NEti ONSTRI,CTION, EXISTING iYP GENERAL `VOTES: _ C GUARDRAIL COMPONENTS TO BE RE -USED 6' -0" ' 6' -O" 6' -0" _._ FOR LON TR✓. 70N OF NEW DECK :F I _ N_A WALL DI- .k51GN5 ARE 0 FACE Or CONCRETE CONDITIONS PERMIT —. —� FOUNDATON NALL. 5RCK VENE ER r G�EkHAN& 1 I42" IIAMETR HANDRAIL FOJNDATON ", "VINYL INSIDE HOOD DECK RA:_.N6, PROM PE ./2' MINIMUM CLEAR w' z ' m NEW CONCRETE LANDING 2 ALL TOf Ei ROOMS TO HAVE 5 LOOKING N/ b H16H COVED 5. T J 4� BA EACH 517E OF STAIR TO MEET EX5TIN6 SIDEWALK - ROViDE FOCI- GLASS REIN ORAED °A ON ELEVAT,ON 7FR AAL 5 EEH ND e ADJALEN C A NA D - 04 , O" AFF MIN, (LERAMI TI' E OWNER O- ,ON,) :NDICA PORTABLE FIRE EXT NG� 5F_R5. GLU5HOU5E - MINIMJM R_C,+J.R7M - N'5. 2AIOEG. COIN'RAC'OR REMODELED Ist FLOOR T l/ERI- EX15TNb1. 1/4" : 1 -0 FROVIP E B_O..KI- IN TOIL? ROOM —: 5 FOR FUTR5 IN5TANLA-,ION OF GRAB BARS AS ✓ETAILED THIS SHEET.. i ry I T \ r U 1 W N® H rr ll ,�of d E r V rn 1 W V1 1---I x - Q, Em i z jn�co I�� UUll 0,� xw Ix � o a Wi E- z r U �! o f � M F u7 W C � A I Z Oi N til O 1 — I ll y l l' l i I I II I I 1 : II I I I EXI5TINV ROOF I i I i ll LU 7� — I a l i - - -- _ EXISTING H.T. WOOF TRU55 — t — NEW ROOF - 3:12 I � 1 EX[5T]N(, —� AGGE5515LE ENTRANCE I , Ia FLOOR LEVEL _ -_ _ — _ 1 -._ _ _ — It , OR = Ise FLOOR LEVEL EVEL _ _ —_ EXI5 AC 1111LE vRAOE AT 51rEWALx — yRADE AT sIDEWALK ENTRANCE — Gh91 VENEER PILASTER TO ENLA5E EXI57IN6 STEEL COLUMN, PROVIDE NEW OFFICE EX1571%M,L NORTH BUILDING ELEVATION METAL LAP FLA5NIF5 AT TOP OF -" FILA5TER I/4" = 1' -0' WEST BUILDING ELEVATION it kl: III I I I I II I I I I I I li ry I II I I 1 I I II _ fl EX75iINV ROOP 'I L u I 6:12 I 11 11 ' 1 5`1 ROOF . EXI N- 6 NEW EXT' OR 4�.V:AV -U Al 4." r G-' L,.AZRAI N =W ROC= M oEA L S E A R I ENL E XIS IN — L uti, FR-"/ —� M A GAP _A_ '.v AT 0- A I �— � T , Y I I -- i A- =F EWAL< EX!571`v5 &1L',NG \EW O L EAST BUILDING ELEVATION I/4' = 1' -0" .L� 2 \4 3'� , °— I, � Q �'Lj 1 Y'7 N y I Q v. L � E r�r a ,. V r 11 V' — l F l F_+ z LAINk �o W� ¢� U!x O® z a zw Z W � H 0 w0 �xCC O� z� it z o M LJA�< OFFIrE a a i WOOD STOV BEARING WALL EXISTIN6 ASPHALT COMPOSITION SHINGLES F'RR OUT EXISTING JOISTS W/ 2x12s d FILL'DB7 SPACES COMPLETELY WITH / BLOVA' -IN INSULATION, R -36 MINIM JM b EXISTING EXISTING ASPHALT COMPOSITION SHINGLES FURR OJT EXISTING JOISTS W/ Zx12s d FILL JOIST SPACES COMPLETELY WITH B.DYP.-IN INSULATION, R -38 MINIMUM FILL SPACE WITH BLOWN -IN INSULATION REPLACE DRIP EDGE FLA511ING AS REQUIRED FOR FLASHING INSTALLATION //�� FREFINISHED METAL FLASHING W/ / NEOPRENE FOAM BLOCK FOR WPPORT �/ AT INSIDE CORNER Q 3 EXISTING 6LU -LAM r4 NBh BEAM, SEE ST 2 _ EXISTING DOOR TO BE REMOVED, INSTALL NEW WINDOW, FRAME IN REMAINING OPENING BELOW v A. M1 w ZK�z Nw� J m INTERMEDIATE STAIR LANDING J EXI5TIN6 BRICK VENEER TO BE REMOVED, INSTALL NEW 5/8" GYPSUM BOARD, TAPED, TEXT 4 PAINTED, TYPIOAL — CONCRETE 5LA5 ON GRADE II 1/6" TJI, SEE STRUCT'RAL — BLOWN -IN INSIA.ATION TO COMPLETELY FILL JO16T5 SPALES, R -38 MINIMUM - 6 MIL. VAPOR BARRIER 5/8" 6YPSJM BOARD, TAPED, TEXTURED 4 PAINTED EXISTN6 WINDOW TO BE REMOVED, NEW DOOR PROVIDED BELOW EXI5TN6 HEADER, FRAME IN REMAINING OPENING - YNALL BASE PARTIAL BUILDING SECTION rA t EXISTING DRIP EDGE -i EX 57N6 WOOD FASCIA I I V V V V V V 5/8" GYPSUM BOARD, TAPED, TEXTURED d PAINTED - EXISTING WOOD Tab SOFFIT EXISTING T\. TIN. H T. FOOD OE'A LEILIN6 TO BE 6 MIL. VAPOR BAR R / 5/8" 6YP5UM BOARD, TEXTU RED d PAINTED i b EXISTING EXISTING ASPHALT COMPOSITION SHINGLES FURR OJT EXISTING JOISTS W/ Zx12s d FILL JOIST SPACES COMPLETELY WITH B.DYP.-IN INSULATION, R -38 MINIMUM FILL SPACE WITH BLOWN -IN INSULATION REPLACE DRIP EDGE FLA511ING AS REQUIRED FOR FLASHING INSTALLATION //�� FREFINISHED METAL FLASHING W/ / NEOPRENE FOAM BLOCK FOR WPPORT �/ AT INSIDE CORNER Q 3 EXISTING 6LU -LAM r4 NBh BEAM, SEE ST 2 _ EXISTING DOOR TO BE REMOVED, INSTALL NEW WINDOW, FRAME IN REMAINING OPENING BELOW v A. M1 w ZK�z Nw� J m INTERMEDIATE STAIR LANDING J EXI5TIN6 BRICK VENEER TO BE REMOVED, INSTALL NEW 5/8" GYPSUM BOARD, TAPED, TEXT 4 PAINTED, TYPIOAL — CONCRETE 5LA5 ON GRADE II 1/6" TJI, SEE STRUCT'RAL — BLOWN -IN INSIA.ATION TO COMPLETELY FILL JO16T5 SPALES, R -38 MINIMUM - 6 MIL. VAPOR BARRIER 5/8" 6YPSJM BOARD, TAPED, TEXTURED 4 PAINTED EXISTN6 WINDOW TO BE REMOVED, NEW DOOR PROVIDED BELOW EXI5TN6 HEADER, FRAME IN REMAINING OPENING - YNALL BASE PARTIAL BUILDING SECTION rA t EXISTING DRIP EDGE -i EX 57N6 WOOD FASCIA I I V V V V V V 5/8" GYPSUM BOARD, TAPED, TEXTURED d PAINTED - EXISTING WOOD Tab SOFFIT / IX EX15TN6 H_T_ WOOD TR -'J55 NODD Td ISTING b CEILING TO BE REMOVED 2" 1 6 MIL. VAPOR BARRIER 5/8" 6YFSUM OARD, B TAPED, BRICK VENEER 15 2" AWAY TEXTURED 4 PAINTED FROM EXISTING WOOD TRUSS, CONCRETE FONDATON LINE IS 3" AWAY FROM TRU55 LINE R -i9 BATT INSULATION, TYP, 6 MIL, VAPOR BARRIER, 7!P. 5/8" 6YPSLM BOARD, TAPED, EXISTING 6LJ -LAM BE TEXTURED d PAINTED NEW BRICK VENEER TO MATCH EXISTING BUILDING 7YVEK BUILDING ARAP WOOD WALL SHEATHING, SEE STRUCTURAL - 2 x 6 WOOD STUD WALL AT 16" o.c. WALL SECTION \B\ 3/4" • 1' -0" A d ASPHALT COMPOSITION SHINGLES OVER (2) LAYERS •15 BUILDING FELT ICE 4 WATER SHIELD FOR 3' -O" BEYOND INSIDE FACE OF WALL r WDOD ROOF SHEATNINb, SEE STRUCTURAL _ II \ R -I9 BATT INSULATION, TYP. 6 MIL. VAPOR BARRIER, TYP. 5/8" GYPSUM BOARD, TAPED, TEXTURED d PAINTED / 21 RIGID IN`JJLATION 24" HORIZONTAL AND FULL HEIGHT FOUNDATION WALL�� n 7 SEE STRUCTURAL FOR FOUNDATION - d FOOTING INFORMATION 2x6 OITLOOKERS AT 24" o.c. DRIP ED6E ILA W, 2x FASCIA BOARD 51" III \ TO MATCH EXISTING 80. BRICK VENEER JO157 B 108' -4' (VERIFY ELEVATION BASED ON ALTUAL HEIGHT OF EXISTING 6LLLLAM BEAM AND EXI5TIN6 EAVE HEIGHT) BRICK VENEER TO MATCH EXISTING TrVEK BUILDING WRAP —WOOD WALL SHEATHING, SEE STRUCTURAL 2 x 6 WOOD STUD WALL AT !6" o c. B.O. BRICK VENEER T.O. C.M.U. VENEER „ ELE OMJ. VENEER TO MATCH. EX15TINC C. ML. VENEER TO OVERHANG FOUNDATION 1 , TYFILAL FIIU15HE17 F!OCR E -E PTO MATCH EXISTING BUILDING FIRST FLOOR) Il�ry d' r[�m T�jQp I ' - K nod Nia �0 1 n KQi ��O JAL e I--I rV1 W VL E- I—i � B o U1 U z 0 cn U ) � El w� E z � � O E- Vl F- f.y Ul w 0 z C O 1(J W xE-- Ate, ICS � i o _ in j 5EGTION THROUGH TIERED SEATING 8 u2" = r-o• AL5 / NEW HANDRAIL TO BE 1 V2" Q AND SHALL HAVE CONTINUOUS 1 In' MIN. CLEARANCE TO GUARDRAIL, TIP, EACH 51PE - (4) EQUAL RISERS, OR GR R15ER5 NOT EATER THAN T' MAX. DECK ELEVATION _ NEW CONCRETE LANDING, SLOPE 1/4•:12•• MAX EXI5TIN6 51DErAL ELEVATION TYP." 5EGTION THROUGH DECK STAIR D In" =I' -0 AL5 STAIR DETAIL In' - "0" AL5 HANDRAIL TO HAVE 1 1/2" CLEARANCE TO COLUMN AND GUARDRAIL, EXTEND 1' -0" MIN. BEYOND TOP a BOTTOM R151 RETURN BALK TO 6VARDRAIL, TIP. 4" o.c. __ - -. BALUSTERS SPACED SUCH THAT LBEAM AND SHALL HAVE CONTINUOUS A 4" DIAM. SPHERE CANNOT SE LE BALK I" FROM DIN& EDGE PA55 THROUGH OF Y GUARDRAIL I WALLS, TYR / TREAD THICKNESS SUCH THAT i /2" CHAMFERED NOSING EXISTING WALL TO BE VERTICAL BALUSTERS TO A 4'• DIAM. SPHERE CANNOT a; ' PASS 7HROU6H THE OPENING BETWEEN TREADS GUARDRAIL —. i Kw 1/2' I STEEL N E SQUARE STOCK PRECAST CONCRETE TREAD 1n" SQUARE BAR I j L 2" x 2" VELD PLATE �rc BALUSTERS ® 4" o., / PROVIDE El ER AT 26' A.1.1, M4 12 z 106 5TRIl (4) EQUAL RISERS, OR GR R15ER5 NOT EATER THAN T' MAX. DECK ELEVATION _ NEW CONCRETE LANDING, SLOPE 1/4•:12•• MAX EXI5TIN6 51DErAL ELEVATION TYP." 5EGTION THROUGH DECK STAIR D In" =I' -0 AL5 STAIR DETAIL In' - "0" AL5 HANDRAIL TO HAVE 1 1/2" CLEARANCE TO COLUMN AND GUARDRAIL, EXTEND 1' -0" MIN. BEYOND TOP a BOTTOM R151 RETURN BALK TO 6VARDRAIL, TIP. NOTES. A !. ALL EXPOSED STEEL TO BE PAINTEO. DCOR 2 OPPO�:TE SIDE OF STAIR TO HAVE HANDRAIL 'NOTE: rNEA BELOW STAIR ATTACHED TO AALL, YV I 1 /2" MIN. CLEARANCE. EX15TIN6 HANDRAIL TO EXISTING LANDING REMAIN ON OPPOSITE 3. R15ER HEIGHT SHALL BE NOT LE55 THAN 4', 50E OP STAIR. 1, 6 NOT GREATER THAN ", TYPICAL. CONCRETE SLAB ON GRADE II I I I � SECTION THROUGH NEW EXTERIOR STAIR ln - r -o" AL5 / WALL SURFACE7 — EX15TN5 SUSPENDED CEILING HEIGHT B' 1/2' IN SAM 'c ROOM I _ 'cX SINS WALL TO BE REMOVEO, p PROVIDE NEW GUARDRAIL I m D HANDRAIL a (! 1 OAEMER i r HANDRAIL TO RETURN BALK Z Q O GUARDRAIL II �p EXIST NG / STALe J SECTION THROUGH EXISTING STAR�G� AL5 C1 w tH Vim mho m tar w N® F rr,, �/� V a E VL W U1 E- H Em N mo U z �o W� co 0 UIx 0 I � W 0�L �zx ZO 0 u a � W H 0. F Q O O H U f Q' w O l W <� cc 0 C—�D O . AT NOl MOD PLATFORM FRAMINS SECTION THROUGH 5TAIR5 AT TIERED G 5EATIN In" = r -0• AL5 NEW HANDRAIL TO BE 1 1/2' Q __ - -. —5 LBEAM AND SHALL HAVE CONTINUOUS — I' SE LE BALK I" FROM DIN& EDGE 1 142" MIN. CLEARANCE TO OF LOOR, TYPICAL GUARDRAIL I WALLS, TYR 1 �a wf EXISTING WALL TO BE VERTICAL BALUSTERS TO I I BE 5L0,H THAT A 4" 4 SPHERE GUARDRAIL —. AIS Kw 1/2' I STEEL LL z N� n E SQUARE STOCK 1n" SQUARE BAR I j �rc BALUSTERS ® 4" o., PROVIDE El ER AT 26' A.1.1, 12 . WHERE HEADROOM 15 LESS THAN CONCRETE BO" A.F F. `51DEWALK I I NOTES. A !. ALL EXPOSED STEEL TO BE PAINTEO. DCOR 2 OPPO�:TE SIDE OF STAIR TO HAVE HANDRAIL 'NOTE: rNEA BELOW STAIR ATTACHED TO AALL, YV I 1 /2" MIN. CLEARANCE. EX15TIN6 HANDRAIL TO EXISTING LANDING REMAIN ON OPPOSITE 3. R15ER HEIGHT SHALL BE NOT LE55 THAN 4', 50E OP STAIR. 1, 6 NOT GREATER THAN ", TYPICAL. CONCRETE SLAB ON GRADE II I I I � SECTION THROUGH NEW EXTERIOR STAIR ln - r -o" AL5 / WALL SURFACE7 — EX15TN5 SUSPENDED CEILING HEIGHT B' 1/2' IN SAM 'c ROOM I _ 'cX SINS WALL TO BE REMOVEO, p PROVIDE NEW GUARDRAIL I m D HANDRAIL a (! 1 OAEMER i r HANDRAIL TO RETURN BALK Z Q O GUARDRAIL II �p EXIST NG / STALe J SECTION THROUGH EXISTING STAR�G� AL5 C1 w tH Vim mho m tar w N® F rr,, �/� V a E VL W U1 E- H Em N mo U z �o W� co 0 UIx 0 I � W 0�L �zx ZO 0 u a � W H 0. F Q O O H U f Q' w O l W <� cc 0 C—�D O . AT NOl MOD PLATFORM FRAMINS SECTION THROUGH 5TAIR5 AT TIERED G 5EATIN In" = r -0• AL5 NEW HANDRAIL TO BE 1 1/2' Q 8•.311 AND SHALL HAVE CONTINUOUS PORTION OF FIRST FLOOR TO 1 142" MIN. CLEARANCE TO BE OPENED UP TO FLOOR BELON GUARDRAIL I WALLS, TYR EXISTING WALL TO BE VERTICAL BALUSTERS TO REPLACED WITH 42" HIGH BE 5L0,H THAT A 4" 4 SPHERE GUARDRAIL —. CANNOT PA55 THROU9H - 1/2' I STEEL E SQUARE STOCK 1n" SQUARE BAR BALUSTERS ® 4" o., 12 . I I I m m TIP. NEW HANDRAILS TO EXTEND BE NO TOP 6 -- OPEN TO 6AME BOTTOM RISERS 12" MIN., / ROOM BELOW EXI5TN6 TYPICAL / STAIR // L 4x <XB /H EXISTING STEEL SEAM - WALL SJRFAL"' _ STEEL COLUMN 1 EXISTING ) p-- 2„ SUSPENDED CEILONC iYR' : I) NOTES. A !. ALL EXPOSED STEEL TO BE PAINTEO. DCOR 2 OPPO�:TE SIDE OF STAIR TO HAVE HANDRAIL 'NOTE: rNEA BELOW STAIR ATTACHED TO AALL, YV I 1 /2" MIN. CLEARANCE. EX15TIN6 HANDRAIL TO EXISTING LANDING REMAIN ON OPPOSITE 3. R15ER HEIGHT SHALL BE NOT LE55 THAN 4', 50E OP STAIR. 1, 6 NOT GREATER THAN ", TYPICAL. CONCRETE SLAB ON GRADE II I I I � SECTION THROUGH NEW EXTERIOR STAIR ln - r -o" AL5 / WALL SURFACE7 — EX15TN5 SUSPENDED CEILING HEIGHT B' 1/2' IN SAM 'c ROOM I _ 'cX SINS WALL TO BE REMOVEO, p PROVIDE NEW GUARDRAIL I m D HANDRAIL a (! 1 OAEMER i r HANDRAIL TO RETURN BALK Z Q O GUARDRAIL II �p EXIST NG / STALe J SECTION THROUGH EXISTING STAR�G� AL5 C1 w tH Vim mho m tar w N® F rr,, �/� V a E VL W U1 E- H Em N mo U z �o W� co 0 UIx 0 I � W 0�L �zx ZO 0 u a � W H 0. F Q O O H U f Q' w O l W <� cc 0 C—�D O . AT NOl MOD PLATFORM FRAMINS SECTION THROUGH 5TAIR5 AT TIERED G 5EATIN In" = r -0• AL5 DEMOL ITr ON PLANS dun X40 Nr -fY �QQ¢ �N�H b'11t6 W 1 O Z W N� n 0 J s U) W MANAGER'S UNIT #1 - 2nd FLOOR DEMOLITION 1/4" _ PTO' L i J E %ISTIN6 KITCHEN J EXI5TIN6 LIVING ROOM W Q e aul z j L MANAGER'S UNIT #1 - I5t FLOOR DEMOLITION N® EXI5TIN6 DINING MEGH. I I MEGH. MEN'S FREE AEI6HT5 AREA 416 sf 9 OCCUPANTS MEW ATHLETIC FLOORING) 3.2x4 WORD COLUMN (ADD 1 -2x4 TO EXI57'6 COLUMN) 51MP4 HUCO F_ 2- 3/4x9 ON 1/2 LVL / BEAM / -2-2x4 WGOD 5 / COLUMN W/ ROOM 5!MPYON ACE PROVIDE 2ND HANDRAIL AT EXISTING 5TAIR, 11/2" W/ I V2" CLEARCE AN TO WALL, 3' -O' ABOVE �EXISTWG 5TAIR N051N6,TYR sTF=L CO_UPiN EX LIV UNI TO REMAIN NEW EXERCISE ROOMS w ao �o Ly q Ul O Q W C C) U O Ga O � � O � d a Q = 11i I�III� MANAGER'S UNIT #1 - REMODELED ISt FLOOR ® 1 REMODELED FLOOR FLANS MANAGER'S UNIT #1 - REMODELED 2nd FLOOR T. UG'URAi- DIANINC NOES FN '. SE IIR O E A ✓GO ..LJBH I_ EqAL APPLIrATION A. din l t I, d t" e o. ;h':tec '"ina.. - d o to c learly def„ th remb': S o. - ,n_.rucdon. B. Do r1t s_G e aran'r G. 1, t, opinion 0 'ar of the G or to contradcto ��I I to drawlrgs, shoula oe brought 'o tire t entan of the AronRe t ord /or 5t Engineer. 11. ODE5 AND SPEC FICATION5 A t rues: - anal 5u'Id'ng Code ( - 200e; Edition III, DESIGN CR.TER'A A W nd. 3 Sec Gust Wlro Speed = 90 MPH Execs O Onclos y G t gopu II Iw 100 c ure Glo_s: t'on clo Ensed B Seismic 5 - 60 .6%9 5 0531a 9 = 19 5�= 0.261 55 3568 p g c Gate or I I 100 Occwcn y g y s Site Glass D V=C Design Gategcry= D V -G R= 6.5 SN - 001 Light Frame Bearing Walls Wlth IN ad Shear Panel System Equlval ent Lateral Farce Analysis Method Percentage of roof snow used for design = 20% G. L - :.ve Loads per .IBC Sec. 1601 Vr iF (osF) Concentrated (Ibs) Ground snow 50 - - - -- 2. Roof (Snow Laod, Is,Ge,Gt = I.0) 35 - - -- 3. Exterior discos 100 - -- 4. Floors 40 -- -- 5. Stairs, cbri 8 lobby 100 301 tread 6. Slab on grade 100 D. Dead Loads Uniform (asF) L Framing system 20 (Roof) 15 (All Floors) E. Design Assumptions I. SolI bearing pressure assumed to be 3000 psf for exterior columns and perimeter wall footings as per IBC Table 1604.2 based upon a sandy gravel and /or gravel (6W and GP) type soli. Soli bearing pressure assumed to be 2000 psf for interior footings as per I5G Table 1804.2 based upon a sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, 5P, SM, 5G, 6M and GG) type oil. Any variations encountered, dlfferent from the Soil type assu med , shall be brought to the attention of 685 structural Engineers before proceeding. F. Allowable 5tressee (unless otherwise noted) L Concrete f'o (® 28 days) a Footing and foundation walls 3000 psi b. Slabs cn grade 3000 psi unexposed slabs 4000 psi exposed to freeze /thaw Provide 596-1% air entralnment for exposed slabs 2. Reinforcing steel A5TM A615 Grade 60 3. od Framing Stud walls Construction Grade Douglas Fir b: 2. joists No . 2 Douglas Fir Engineered "I" joists T- Joist or equivalent f. Laminated Veneer Lumber (LVL) 19E g. Laminated Strond Lumber (1 I. Rim joist 19E 4. Structural steel Angles A5TM AS b. Miscellaneous plates e bars ASTM A36 c H55 shapes AS-- ^500 Grade B IV, SPEGIAL INSPECTION A. The owner or the owners Agent shall employ Independent Spatial Inspedcr(s) to per the fallowing duties. Each 5peclal Inspector shall submit qualifications showing competency to the BJilding OP, ial for approves prior to specified duties. All special Inspection Is to comply with IBC Chapter 1. Duties and ResperiI Nee of the Special Inspector: ❑. The 5peclal Inspector shall observe the work assigned to be certain It me to the approved contract drawings. b. The special Inspector snail furnish inspection reports to the Building Official and to the Architect of Record. All dlscrepancies shall be brought to the Immediate attention of the Contractor for correction. 2. Concrete: d. No special Inspection Is required based upon design fc = 2500 psl. 3. Gancrete and Masonry Anchors: a. Drilled in Anchors I. 5peclal inspection of drilled In anchors . as per ]CC Evaluation Services Report and /or as required by the building department. 4. Structural Steel: a. 5pecla1 inspection per IBC Table 11043. V. GENERAL STRUCTURAL NOTES A. Al I footing5 ,hall bear on undlet irbed soil or rock_ The foundation Shall bear on the same soil type throughout the entire structure. A minimum distance of shall be maintained from finished grade to the bottom of all concrete footings. B. Caution shall be taken not to undermine existing footings. See Allowable Trenching and Utlllt Placement Detail 1/51.2. G. Contractor Shall verify all dlm:eneltre in the fls ld: any variation from the drawings shall be bra"an to the attention of the Architect. Any proposed Fleld changes shall have prio approval from the Architect. D, Adequate shoring and bracing of oil structural members during construction shall r` be pr o vlded. E Back = 111 under slabs and footings sha : as with approved material. Place fill ma, loose lifts and candy t to ISD ' : di dry density In accordance with AST, DI551 VI. CONCRET A 5pecal Irep ton s o-requlred b e p IBC 5ect'cr 1104.4 (Da=n f c 2500ps ). 5 G t hall be f e dy typ F g to FSTM G94 G nV g „y p t p led'o drag be' 4e F r 3 ar -.o e - d ,,, the concrete all ply wl tr the Gold W th - oncret'ro Starch d (AGI 3011 Piave ro concrete ago nst r ozer Borth. D A vertcal exert 'n per a d oweled hail be d rr m the fo n structure below with rebor of tire�sarne s.ze and spat ng ne regcred above A r :I f t' g des II h t t d t r, erbecmeot into concrete above d ha:1 ina 6 h ak f t b E P Id co b at II t , tl co.. s. Use same bar size and 5-Ing a5 r ZOYCG No re nfOYGemen. e nor i0 ^t Fo-m?q bare join concrete onry columns the re shop, r th ough ct inns Mere or or t a ruous ray zontal rerro. cement termnates use a 9G return or s,parote .,omen bar. Spices o` en orcement at oo t o .a I... m et sholl be o Id d. A:I long tudiral .o. .. t 1 b s a ' eeders h I: b nt o without splices between "bo er.ap "r' .coped p i ces shell b as 1 aw5 -1 24 5 30 6. Reinforce all concrete walls as shown on the Gancrete Mall Schedule. H. A!1 exterior vertical concrete surfaces below finished grade, where In contact wl_h earth, shall be protected with an asphaltic Coating. - I N p d h .. pd d th G e" A I r t j h I t d o f ' h o the tu, e o ted d g II enf c she be con,,, .c.s gh th Eac - .al' K G i t 2 F e, -mu r' shall be son cut t.......rs to Oh, '.e _,ee .tOnGre.e Slab On Grade Detoll5 5 2 V'. REIN OR ING ST L A W ' k F welding f ` fo bars to ooh b s p les _c. ':s .b ea A5TM A106 ( d bl bar II B AI de_d 1 g brl :o o d p acl g f arc y b h o.. o .he .AGI, M al f 5 d P t - I' Re - nf G r S.. t res (AGI 3.5) G. R '. roes ae - rot.iy placed as Ina cased o to d ' d t - rete or moso d q,ately pp r.ed to prevent d splacement berare cart n�y 91 15 p l si D. Tine fo II w 9 vin concrete Gov f a ce rment shall be ' ov1'ded unless P other" se t d. cast ag L perm Holy e p dt arth .. 3 Exposed co eart h or weather 4r5 - .alley I - I/2 Not exposed to earth or weather slabs, walls . 3/4" VIII. ARCHITECTURAL VENEER ATTACHMENTS A. All architectural v neer and wall c erings are to be attached to the supporting wall system per the regolrements of IBC Section 1405 "instaliatlon of Wan Gb- i- Ings'l iX. STRUCTURAL STEEL A. All structural steel and structural steel work shall comply with the Spec l ficatlon For the Design, Fabrication and Erection of Structural Steel for Building of the AISG Gode of Standard Practice. B. AII steel shall be shop fabricated to the greatest extent possible per A;5('-. AII steel members shall be c7Iven one shop coot of approved pant. Surf -se to be embedded In Gancrete sfia11 not be painted. G. AII welding must conform to the A15G and the AW5 Structural Welding Code-Steel. All welders shall have current certification by tests per American Welding Society (AW5) to perform the type of work required. AII welds shall be made using a minimum 10 kel electrode meeting Gharpy V -Notch toughness of 20 ft -lbe ® 20° F de determined by AW5 for electrodes. D. AII Structural steel shall be temporarily braced until all of the structural frame 15 complete. E. AII steel column base plates bearing on concrete shall have no -hrink structural grout under the entire base plate. X. TIMBER A. AII wood and timber construction that Is part of this project shall comply with the Timber Construction Manual of the AITG. Other members with equivalent size and strenoth can be substituted only If documentation Is provided to substantiate capacity of new product. AII wood framing members shall have a moisture content less than 19% unless otherwise noted. B. Notching of any structural member other than that shown on the drawings Is prohibited. See Detcll 2/51.2 for Allowable Penetration In Light Fromed 2x Lumber. G. There shall be at least two nails at each contact point, with ad thru I" material, I(Id thin, 2" material and 40 -60d thin, 3" material. D- Wherever possible nails should be driven perpendicular to the grain Instead of toe nailed. E. AII d m t - 'n d,rect contact wth concrete or masonry or w't1 6 of soII h ll be pr t eated wood or weed of natural resistance to decoy When also 1 ated closer than I6 or wood beams a Gated closer than 2 t j e"' o n, the wood framing shall be pressure treated woad or wood F t'ral - t e to decoy F. Where wood tends to spilt, holes for nails shall be bored a diameter smaller than that cf the nails. C-. Roof and floor sheathing face grain must be perpendicular to Its supports. H. AII wall studs shall be continuous from floor to floor or floor to roof dlophragme. I. Roof and wall diaphragm sheathing nails or other approved sheathing co ec "ions shall be driven so that [:rein head or crown is flush with the surface of the shedthing. .,. AII woad connertlon hardware shown on plans Is based upon Simpson stung Tie products. Equivalent hardware may be used upon approval of the Architect. AII ranger a e to match the width and depth of framing members with c o ect slope and where applicable. Fill ail nail holes unless otherwlse noted. AII Simpson connectors In contact Nth pressure treated wood shall be 511 Zmox (6165) connectors In lieu of standard Simpson galvanized tooting. K. For Alternate Staple 5chedule for roof and wall sheathing see Sheet 51.1. NAILING SCHEDULE AII nalls In this schedule may be sinker, box or pneumatic driven Halls unless otherwise epeclf led. All fasteners exposed to weather or moisture and /or fasteners less than 1/2 "9 driven into pressure treated lumber shall be stainless steel er galvanized. Other nails with proper revised spacing may be used with written approval of the Architect. Ibd ®4 oc s agacred GONNEGTION FASTENING Eng neered '1" joist 8 b,acking See maru.adture -s na ina rdg, rement LVL b :It - beams 8 I-eoders See mar r e ent 2 ) t d 2x trusses 3 6d to II @ soon b g 2x10 less In depth ^< 6d e f nom r1 J s tress BI k' g b two 2 j is 3 bd no' to sup, t "e -1 c'et ina 2 t es So or r s BotL,m sole) o!at :a t or blacking 2- bd N cal joist -- 5N \� Ibd ®6 0 9 m jc. 5'uds `o bo -tom ( -o e) btote 2- Ibd e d o le or 4 bd toenails BI k,e oetween st_;ds 2- 6d L iI each end or F3 2 Ibd e dndle ecbn end D bl pco es 2x4 ® p '' t top of stud 2 bd Up pl -o lower plate staggered Ibd © I6 Upper p'.at to lower plate ®n tei- e-tlon 3- 1(d ce Upper plate to lower plate ®sP. point Ibd ®4 oc s agacred (Mn!m,m lap: 4' - 0" staggered sp. Geer NO : Go t' beveled plates 16d 3 4 o c staggered Bull a co_ rein Studs Ibd ® I6 o,,, staggered 2x b.it Jp bean's 8 headers I/2 O 2x10 less In depth 2 rows 16d ® I6" o.c. Double 2x joists Ibd a I6" o staggered 2x exterior decking 2- 3" deck screws ® each bearing BW 2x4 ® 1/2 9 NTROL OR ONS : .'T. - _CGJ �' GP _ GONGRET__ X11 Ib" O.G. " EMBED NO : ? 4 O G. ; Ii51 I N/A WA M1/A - - I/2 O 1 .i :.1-1011\ ANCHG BW 2x4 ® 24" O G. 2x 6 -G GG' NO 1" EMBED 4 @ x 'i_'., 4' O' O.G.. � N/A N/A N/A -- 5N \� 2 6 6 2x o / r ' © O.G. YF cw -5 2x6 ^s` /51.1 I GNE SIDE u 6' OG_ �G F3 ib" OG. WO BEAM ' ElM EN 7 I WG - -_. I - _ (I) USE CONSTRUCTION GRADE DOUG!. AS FIR. (2 USE PR 55URE TREATED ✓MOOD N'. N IN CONTACT WITH GONGRE E. (3) USE A501 STEEL. DO NOT REGE55 NUT AND WASHER INTO 51 L PLAT MSNIMJM 2 ANCHOR 50 T., PER PIECE. LOCATE ANCHOR BOLTS 10" FROM EACH END OF PIECE CONTRACTOR MAY USE ehMFSGN TITEN HD ANCHORS OF THE SAME DIAMETER AND SPACING 5: °EGI"rIED. PROVIDE A MINIMUM EM5EDMEN OF 3 1/4" FOR 1/2 9 TEN HD ANCHORS AND 3 3/4" FOR 5/6 9 TITEN HD ANCHORS. - PLATE WA5HER5 ARE NOT REQUIRED (4) USE A36 STEEL. DO M1OT R`CES`i iNTG SIL PLAT. IF USE STANDARD WASHERS. (5` AT BEARING WALLS ONLY BLGGKINAY BE ELIMINATED IF WALL SHEATHING IS APPLIED. "S US, (6) WHERE TOP PLATE IS rJ DISCONTINUOO STRAP ACROSS BREAK TN E STRAP. (l) SHEATHING TO BE PLYWO OD D OR OSB. (VERTICAL OR HORIZONTAL ORIENNTA ATION) ION) PRGViVIDDE BLGGKING AT ALL U NSUPPORTED PANEL EPCE5 FOR NAILING, INGLUDING PANEL EDGES ABOVE AND BELOW OPENINGS. HCLDOWN SGH�DUL� 1 ANCHOR MINIMUM MINIMUM MODEL FASTENER HOLDON S MARK BOLT EMBEDMENT COLUMN REMARKS NUMBER TYPE TO COLUMN DIAMETER IN CONCRETE SIZE HDI STHDIO A 10" 2- 2x 26- Ibd NAIL5 1D.1 MAY BE USED IN LIEU OF HDI HCJ2 HDU4 B 5/b "9 10" ( 2- 2x 10- 5051 /4x2 1/2 SGREW5 - SHEAR WALL EDGE 1' NAILING FULL HE 116HT OF HOLI, COLUMN SHEAR WALL EDGE NAILING FULL HEIGHT WOOD COLUMN OF HOLDOWN COLUMN 51MPSON WOOD GOLUMN HOLDOWN ANCHOR SEE SCHEDULE - SIMPSON 51MR50N S RAP TIE FEE SCHEDULE WOOD SCREWS NAILS PRESSURE TREATED PRESSURE TREATED SILL PLATE SILL PLATE i . m L fw 91 NONE ANCHOR BOLT W/ SIMPSON AT ADHESIVE HO = DOWN TYPE A HOLD TYF- F, WOOD DIAPHRAGM SCHEDULE ON PLAN DENOTES TOP OF SHEATHING (U.O.N) MARK - SPAN RATING SHEATHING BLOGKI NG - NAILING (I) (0.131 "9x2 I/2" MIN. U.O.N) 23/32" G -D I NONE REO'D. BOUNDARY ® 6" O.G. WDI 46/24 APA RATED W/ T86. 5UPPORTED EDGES ® 6" O.G. SHEATHING PLYWOOD INTERMEDIATE ® 12" O.G. 19/32" G -D BOUNDARY ®6" O.G. WD2 40/20 APA RATED NONE SUPPORTED EDGES ® 6" G G. SHEATHING INTERMEDIATE ® 12" D.G. - _L (I) SIMPSON OUIK DRIVE WSNTL WOOD SCREW IS AN EQUIVALENT 5'JBSTITUTE. BOUNDARY NAILING _ - - - -- ® SHEAR WALL5 AND BUILDING EDGE5� \�j t,t SHEATHING PANELS NO BLOCKING PANEL JOINT - i EDGE NAILING ®SUPPORTED PANEL EDGE I 1 - } _ J INTERMEDIA 1 NG.J.L��' ®SJPPOR'S -- 1 1 1 rvoO.i FRA-:NG- "BLOCKED :t RAG-M DIAPHRAG"! °YP GAL HORI� NAI,� NG FLOOR OR RGO LNE� 6d NA'LS ®4" O.G `5 AaoERED \ JGIS'f SPACE J 7' I DOUBLE TOP PLATE CHORD MEMBER LAP SFLIGE OF DSL. TOP PLATEN 1 5H - - HEDJ - M ARK M1 I E 1 3EA ING_ _ -5 --I GONST,000TION �� � I I /Ib /10 I- ri d �� o NUQ O� P R'QZ f I 0 � mom® H � c r � l✓ �cr�.w Q o z w x E F N w U Z I R: M i -4 F W U C O Lin 1 Ham^ �If ' NTROL OR ONS : .'T. - _CGJ �' GP _ GONGRET__ S 2 NC.RE 5AB .2 .,N -__ :JNGRFTE WALT - - (� - .i :.1-1011\ ANCHG S. I , I ✓� � SHEAR HALL I S.J_ I 4r 1 2 - NB WO BEAM I WG WOOD GOLU MN 5:.2 Wp �-- I WOOD D M IAPHRAG Sl.i j MI WOOD HEADER - WJ WOOD 1015T 51.2 ALTERNATE STAPLE SGHEDUL� FO ARA RAT =D SHEA THING EDGE NAIL SPACING AS SPECIFIED IN THE WOOD WALL 14 GAUGE 15 6AIJ&E Ib GAUGE OR DIAPHRAGM SCHEDULES ® b" G.G. ® 5 !/2" C.G. a 5" O.G. a 3 1/2" O.G. ® 4" 0r. ® 3 1/2" O.G. ® 3" O.G. ® 2 1 /2' O.G. ® 3" O.G. ® 3" O.G. ® 2" G G. NONE NONE NONE NONE NOTE: I. ALL STAPLES TO HAVE 1/!6" MIN. GROWN WIDTH. 2. ALL STAPLE 5PAGIN6 AT INTERMEDIATE PANEL SUPPORTS I5 ® 12" O _ 3. MINIMUM PENETRATION FOR ALL 5TAPLE GAUGES :5 1 1/2 ". 4. FASTENER 5PAGIN6 a 2" O.G. OR LESS REQUIRES NOMINAL 3x MEMBER. GONST,000TION �� � I I /Ib /10 I- ri d �� o NUQ O� P R'QZ f I 0 � mom® H � c r � l✓ �cr�.w Q o z w x E F N w U Z I R: M i -4 F W U C O Lin 1 Ham^ �If 5 FOR T N / RE'NF OUIJD MIN. 4 " OPEN - T-'V-- __._I' M1 I 1 iI GONG. f- E- I GONG- BE'N L!•GE '� aEFO E r I- 70 y= 15 POURE % Z SAM_ WIDTH AS FTO. F PIPE OR D GT NT RF W TH FOO INC5 AND . PE OK 5 DUG CAN'NO BE DROPPED CON AGT EvC N E2 PER °E DIGU LAR TO_FOUNDATIOy 6�M nlnl B c L K i' L �. a FI �TIZENGH q PIPE OR DUCT O E XGAVATIOc \ - BELOiti THIS LINE 6 \� PARAL— LPL p NOUNN ALLOWABLE TRENCHING � UTILITY I r'�LAGCM; =NT DETAIL 51' L!3 L/3 S'JILT UP WO.D GOL NO NOTCHING d3 AILS m 4' O.G- ALLOWED �0 d B m z d/3 MAX. 0 1 r wp I I' MAX. 4d/3 n d S Y p N'- O O a �TGHIN6 OF ROOF R F o - 1ST r ---�! - _ T Z Q 2x STUD EACH GWI �S m ACROSS BEAM. 2. BUILi -{IP W00D 4 BEAM Q II MATCH BEAM WIDTH z V$" MIN. iN BEARING TYp, N9TGHIN6 BORING OF EXT OR BEARING ��E @ RIN N �� ROO' OR F 5TA G' , ERED SIZE SCHEDULE DBL. TOP PLATE MEMBER d� d/4 d/6 2x4 i/H 7/e 2x6 1 5/8 3/4 13 /H 7/8 .2x& 23 I 2x10 3 3/4 II /e i L 2x12 3 5/8 2 I/4 I I/2 2 3/4 7/8 HOLES g NOTCHES IN B qM OTHERW 5D UNLESS IN WRITING B Y EN6INI ERD N.) NOTCHING OF DOUB WOOD STUD E__ T O__- P _PIA ALLOWABLE P ENETRATION LIGHT FRAMED 2x IN 2 LUMBER 51.2 5ON MST37 S'JILT UP WO.D GOL - .._ - -_ -' GOi s" AILS m 4' O.G- "I' WALL BEAM PARALLEL TO Wql . f' --- -� - ✓ VAj L/ �1 I- ON L Jl�r'L DUL 6ERF _ -. J AN D S STAGGERED BOTH MARK Il h 7 H - -- =� _- 'YP �I I r ---�! - _ T T REINFOR - R_ZCM1A R- '�- MARKS 2x STUD EACH GWI �S - 1 ACROSS BEAM. 2. BUILi -{IP W00D - BEAM II MATCH BEAM WIDTH -Q-L S'JILT UP WO.D GOL OO 2 RO✓�IS OF '1 NAILS "I' WALL BEAM PARALLEL TO Wql ® 12 O.G. 1, STACC,ERED - 16d NAILS ®4. STAGGERED BOTH ODES OF BEAM �I I WOOD BEAM _ AR PLATE CONFIGURATION MAY I VARY. IF NOT CONTINUOUS, 2x STUD EACH / PROVIDE SIMPSON M5T37 Irr SIDE OF BEAM ACROSS BEAM. 2. BUILi -{IP W00D I I SND COLUMN IN RAMED WALL 8 SPACER TO II MATCH BEAM WIDTH 2 ROWS OF 16d z ROws of Ibd NAILS ®12" O G. BEAM PERPENDICULAR TO WgLL 'SEAM TO COLUMN CONNECTION 5TA G' , ERED 3 IN WOOD STUD WALL 51.E PLAC M -pE J HoRZ. RE NF WIDT VERT RENF, TYPE A ^ F'IER 5r-HEDULE `� ON PL AN DENOTES l'OF OF PIE R ;o.o.N.; SIZE RE, MENT ORCE (W . L) MATERIAL TypE VERTICAL TIE5 REMARKS B "m GONGRETE D �= IZ "m CONCRETE D 4- a5 tt3 ®10" ANCHOR BOLTS OR CAST IN STEEL. LATE A55EMBLY. SEE SECTION FOR CONNECTION a Top. g P5" GLR, CO NTINUOUS U THRI U / PIER WHERE APPLICABLE. VERTICAL REINF, REINFORCED FOOTING - - -T T A EL NATION OF ION CONCRETE SLAB SGHEDULE C_J ON PLAN DENOTES TOP OF SLAB N.O.N) MARK SLAB �- THIGKNE55 TH /4 REINFORCEMENT -- (TH) LONGITUDINAL REMARK5 TRANSVEKSE G51 q.. I" i<4 0 24" O.G. I tt4 ® 24" O.G. TOOLED JOINT OR V4" MAX. 5AW GU"' WITHIN 24 HOURS AFTER POUR REI NFORGEMEI• (SEE SCHED.) wMPAGTED GRANULAR FILL UNDISTURBED OR BREAKER P BOND COMPACTED SOIL RIOR TO TYPICAL GONTRO JOINT GGJ SECOND POUR TYPICAL CONST GTION INT GG_JJ CONCRETE SLAB ON GRADE_DETA;LS GOL UMN SGHEDULE ARK COLUMN SIZE I I I CO MATERIAL REMARK5 WcI z- 2x6 No. z -- -- DGU. FIR j WG2 II 6x6 I N0.2 DOUG. FIR - SG3 r I ASTM A51)p GRADE B 1 NOTE: PROVIDE SOLID BLOCKING BELOW WppD GO^ T CONTINUOUS TRANSFER OF L OAD TO GOLL'MN L'JMNS p FLOOR FRAMING OR FOUNDATION BELOW. O ENSURE 5EAu SG D c — p u N U m MARL. PAM SZF = - � A - Ee,a� 1 �iQ �, a I I WB: 2- 2xN -_ -._- - ----_ NO "53 3/4x20 .9= VL I wBS 2- 1 3/4x20 :9E _ SBS I HSSex4xl /4 I ASTM :4 p0 /I e L I .� Q� � Z' 21 m n j L JOIST SGHEDULE _1 O MARK JOIST SIZE "A,14! A L _ I SPACING REMARK5 �1 WJI II TJI IIO o 24" ac. E a WJ2 2x8 No.2 DOUG. FIR ib" O.G. WJ3 DOU _ - 2x6 NO. ' G. FIR 24" WOOD HEADER SCHEDULE F NO- HEADER 5 ARE FLOOR OR ROOF LINE (U.O.N.) � W U a MARK n y HEADER SIZE MATERIAL CRIPPLE STUD REMARKS WHI 3- 2x6 N, 2 DOUG. FIR I- 2x6 I Iod NAILS ® 3" U� zl T - -- 2- IN 5ND_ � - ft PE GREATER d WOOD HEADER THAN 6' -O" 2x CRIPP STUD I I j 2x KING STUD O RO OPE NING SEE ARCH. DW65_ - Ibd NAILS ®2" NON -LOAD BEARING ARGHITEGTURAL W VENEER HEA SGHEDULE x a w Q W SPAN ANGLE SIZE w MINIMUM BEARING LE55 THAN L - -- - W , L4x4,F4 5 1 - 6 x4x51I6 - - - -- w o W U S U PROVIDE SHORING UNDER HEADERS DJRING THE GGN5TRUGTION PROCESS UNTIL MORTAR ® [ca Q ORR IS FULLY CURED. 2) AT HEADERS 5PANNINO GREATER THAN 6' -O" AT iACH HEADER ANGLE i0 '-'-T URE Q tt��� HEADER WITH 5 /H "mx5" LAG SCREWS qT 13 POINTS FOR WOOD HEAD F W V1 F2,7 KWIK BOLTS WITH 4 3/4^ EMBED. AT I/3 POINTS FOR OR -- TE F OR ERS OR 5 /8 "m HILTI MASONRY HEADERS. ti � ✓ ARCH. VENEER ATTACH PER ® STRIJGNRAL NOTES 1M-I �4 j— - -v` ® a F LO -'� rtIDTH I I C, i E-I P.NGLE HEADER (SEE E ARx�� JNGS y SGHEDULE FOR SIZE) LONG I Q LEG IS ALWA, 5 VERTICAL ANGLE BEAR!,, (SEE Sr- HEDUL= ASOVE)� GONSTRL'GT SET 1I A51IC As G &S INu� - ...; -_ I 9 1600 JO ADAMS V O P ARKWAY, S IDAH UTTE 2(10 I D ANO i a AIL- refs a /r O 8 Z PR =` .,x` NPYRIOH22030 `� ' nRq+' �'rNUMem >mse naswx>m: xa amcxml: � < ---.y i 3_4' m 8 ._b.. 5,_5' CONCRETE FOOTING SCHEDULE ON PLAN DENOTES TOP OF FOOTING (U,O.N) MARY. DEPTH WIDTH LENGTH REINFORCEMENT LONGITUDINAL TRAN51ER5E GFI to I' -6" GONT. 2- -4 CONT. GF2 10^ 21_1), 3 u4 3 ✓<4 - O VERIFY EXISTING I. I' -O" WIDE x10" DEEP ------ - - - --- r I SEE GEN. � I SEE GEN, NOTE #3 I NOTE .3 I I SEE 6EN. NOTE u3 I csI loo' -o" I tt) GFI 9 -01 I I I �G51 100• -O" GFI cwl loo' -o^ cwt loo' -0^ I ♦ sal I I - I I '. A 3 s 53.1 I I GFI 95'_0" p 30 GFI Gwl loo' -o^ a a S CHI .,T 531 J v _ GFI IGWI 100,_0" N — — 1 `•,,. •, 53.1 GFI 95 O CONTRACTOR TO SUPPORT 0 I 4 C, CHI COLUMN DURING DEMOLITION/ Ph I 53.1 CONSTRUCTION. NEW ANCHOR BOLTS TO MATCH EXIST. vV 12" MIN, EMBED I CONTRACTOR TO IPIRT Ill A GO DURING DEMOLITION/ 2 N5TR ' I k— Iy{g T J GON57RUGTION. NEW ANGHOF L WB2 L] LIWB2 I 53J BOLTS TO MATCH EXIST W/ 12" MIN_ EMBED GENERAL NOTES I. For marked do- rlptlon Items on Plan see legend on sheet 51.1. T I,�I / p 2. See A- hit —t -al DraWing5 far dlmen5lon5 ,at Shown. S �LOCR Y `TALL FRAMINl/ LAN 3. All harizantgl rebor In nali5 and faating5 to be drilled and epoxied Into exl5tlny foundation. Use Slmp— AT anLhorina su5tem W 4 I/4" minimum embedment or eopivalent. 1 - Y k 12 ,_ 0 „ I 42'-8' ? FOUNDATION & 157 FLOOR FRAKNC7 FLAN SCALE: /4" = I'-O" 1� I GONSTRU SET 11/18/10 i �� Ul 0 z ® I L z Z I I u > 2Jm w �Uw� s o �9 � I � 77� h n � o 1� o 4 rc o N � � W A W \ H � F I 7 N m V JJ - nn J ¢¢1 vl dy n z c) O k u a �d z� H C� O ?x �o n H a h1 .•-I S y .40 E -I P " c —i O a o p O 0 SBS 2 GEE Z. 531 S31 m m � b � N � N SBS — _ — — — — — -- - ------- -------- — — — — T _ — __ -- l- ---- - - - - -- II __ — — - ------- - -- --� ii IZ 53.1 =-- I I I I I I b I I ! I II II 11 I II I Ir --- - -- - -- I II I II � II I I II II I II ! II i I II II I II I tl I i I I I I I I I II I II I I I I I I I II I II ! I II I II I I II I I I II I I I II I I II I I II i II f I I I I II I� II II I I II II I I I I A V II 11 II I If II Sim. q II II fl I II I I I 1 II II I I II I G I I I 53.1 I I 53.1 I I I t _ - - - - - - - J II I II I I) II 1 " 1 D 1 ! I - __ __ __ __ __L > s3.Y I II I fl I I I I I I II I I ! - I I I II Im Im 1 1 11 ml'f I I I I � � I IMPSON MIU I ! 1 I I i t I I I I 3 via II I I II I 3 10 ! I _ L I I ! I EX1 TRTOR 53.1 EXI AC TO VERIFY Iq - - -- STING HEADER 15 MIN. I I 14 4 l a- axlo OR 3- axa 53.1 53.1 51.2 q t I ! ! 531 I I L- - - - - - -- I ! II I! I L_ - - - -- --------------- ---- - - - - -- -- L-- - -- II III -_ _ ____ __ ____ __________ __- _J III IIC I I I I wJl _ wl 15 _ N 53 I ry 53.1 I VI 3 III 18 I I- 3 I I I I F-� 53.1 1 53.1 I I I �J If IIC I O n n nD�.n n U l I DBL. NJ m I 1 1 I I I n n n n n I I -1 I-- - -- I_ 4I- -II — — — SIMPSON L590 6 -- -- - -- - - ----- - --loi - - -- -_ s3.1 Li Li 6 ° ° 53.1 0 I, EXISTING GENERAL NOTES I. Far marked desariptlan Items an Plan see legend on sheet 51.1. a. 5ee Architectural Drawings far dimensions and 'oaf slopes not shown. 3. All Penetratlons of Prefabricated I Joists and LVL Noad Beams shall be as per ManufoLtu -en's R — Ommendati"s, G Oetans- CONSTRUCTION SET it /Ib /10 ROOF FRAMIN(6 PLAN tau SCALE: I/- =I' -o^ N 2Nrr FLOOR FRAMIN& PLAN ��0`87p��.(1, I G &S TR SCALE: 1/4' = I' -o" ON ...o 16W JOHN ADAMS PARKWAY, SUITE 200 IDAHO FALLS, IDAHO 83401 OF ! PFtONB: ROn 12 18 /FAX:lb6)12ib912 — D, A P�=P®O WPYA1CdQm10 PROJECTNUMBE - 1Om unnar�e: mW UERCNML HP :lax o � �um m o �krc n WW � KQZ f ! 0 Niv I I a � o r W w � a y N � W a w I ry Z I?O W ., O .L z� �z ice- �i rr�h� z z Q O �o W� U f_w"I O ,ry O E W x W O w C SECTION I 2x DEGK - I V'T- ARCH. VENEER I. WOOD JOIST 'v'v'OD 5 �D WALL -2x6 LEDGER W/ WALL SHEATHING I V ` 5/e'0 5 MPSGN HEDGE A_L ANCHORS V 2 3/4 EMBED _ 'D �— 1 II ✓ OOD WALL - I/2" BBASE PLATE BEAM JOINT ® 2 O C. ANCHOR BOLT >+4x EN NT. T SI ANCHOR BOLT SIMPSON GG ®OPENING TREATED SILL PLATE I } ONCRE -E SLAB ON GRADE WOOD BEAM CONCRETE SLAB I GONGRETE SLAB ON GRADE I ON GRADE \ PRESSURE -GRADE �I e , SEATED SILL PLA. 0 O -_-� GRADE GRADE GRADE - REINFORCED 4" REINFORCED CONCRETE PIER FGCT'NG- SIMPSON LU5 REINFORCED CONCRETE PIER 10" REINFORCED CONCRETE WALL 2' O" 10" REINFORCED FOOTO6GED ALTERNATE HOOK CONCRETE WALL DIREGTION nq ALTERNATE HOOK DIRECTION - v n REINFORCED ®24" O.G. REINFORCED FOOTING FOOTING j1l / m - V NOTE: tt m DECK JOISTS NOT SHOWN FOR CLARITY. FOR INFORMATION NOT GALLED OUT BEAM ONE SIDE ONLY AT SECTION 3A/53.1 SEE SECTION 4/53.1 SECTION 2 SECTION SCALE : 3/4" = I' -D" 53.1 SCALE : 3/4" FLOOR SHEATHING DBL TOP PLATE WOOD STUD WALL BOTTOM PLATE SECTION 4 SECTION S SECTION 53.1 53.I SCALE : 3/4" I' -p" 53.1 SCALE : 3/4' //- FLOOR SHEATHING WOOD STUD WALL / DBL. TOP PLATE 2z6 LEDGER W/ 2- Ibd NAILS ® 3/Ib 3/16 WOOD STUD WALL EACH STUD FLOOR SHEATHING WALL SHEATHING I/4" END PLATE I/4" END PLATE 2x6 LEDGER W/ BOTTOM PLATE 2- Ibd NAILS ® EACH STUD 2z DECKING WOOD BEAM BOTTOM PLATE - EXISTING STRUCTURE EXISTING BRICK -WOOD JOI STEEL BEAM STEEL BEAM / / / L5x5xB /BxGONT. SIMPSON LUS EXISTING J015T 3/I6 / / 3- 1/4 "0x3 1/2" SIMPSON WOOD BEAM EXISTING STRUCTUR EXI5TING STRUCTURE EXISTING STRUCTURE SDS SGRENS ® EA. STUD 51MPSON MIT STEEL COLUMN G STEEL COLUMN EXISTING STRUCTURE - EGT ON CONTRACTOR TO SUPPORT BRICK DURING ..J 1 EGTION 8 S) =GTION SEG 1 ION DEMOLITION/ CONSTRUCTION. SCALE : 3/4" = I' -0" 53.1 SCALE SECTION SCALE : 3/4" I' -p" I SECTI 2 SEGTI ON I SEC TI ON 14 53.1 SCALE : 3/4" L 2L ROOF SHEATHING IOd MAILS WOOD JDIST ROOF SHEATHING BLOCKING BOUNDARY NAILI? 2xb BEVELED .j BLOCKING � BEARING BLOCK WOOD JOIST \ I NEB STIFFENER EDGE BOARD SIMPSON LT512 EDGE BOARD �` �GONT. BEVELED PLATE DBL. TOP PLATE ARCH VENEER I WOOD 5 JD WALL WALL 5HEATHING ARCH- VENEER— SEC TION S SCALE J 53.1 SCALE : 3/4" = 1' -0 EXISTING EDGE BOARD EXISTING SIM EDGE BOARD - 0 -0" . LG, SIMP50N L590 ®4' -O" OG. 2L O.G- / WOOD JOIST DBL. JOIST / 2- 3/8 "0 LA6 SCREWS / 2- 3/b "0 LAG SCREWS 51M?SON LB / W/ 3" MIN. EMBED / W/ 3^ MIN. EMBED / / / / 24" O.G. / ® 24" O.G. EXISTING STRUCTURE �/ / -- 11 EXISTING STRUCTURE / / EX!5'"ING STRUCTURE - L5L RIM JOIST / ROOF SHEATHING WOOD BEAM \ 5!MPSGN H2.SA GON'T. BEVELEG PLA = SIMPSON L55U FOR GONNEGTION SEE SECTION 14/53.1 DBL. TOP PLATE DBL. TOP PLA c �- BLOCKING / ROOF SHEATHING BLOCKING WEB STIFFENER / ! 3/4x I1 WE, I- L LEDGER W/ WOOD STUD WALL _ / 2- I/4 "0x6" SIMP5GN 505 WOOD STUD WALL — RGOr SHEATHING SCREWS ®EACH STUD 15: -11M ' WOOD JOIST WOOD JOISr AS REO D BLOCKING 0 4' - G" O.G. WOOD JOIST (ATTACH PER MFR.) WALL SHEATHING WOOD JOIST GONSTRUGTION SET IVIB /10 -CONTRACTOR TO VERIFY EXISTING \8T X (� EDGE BOARD 15 2x MATERIAL EDCE B ARD TO VERIFY EXISTING CONTRACTOR TO SUPPORT BRICK DURING a` p��r lJ & S IN Il�S cDGE BOARD IS 2x MATERIAL DEMOLITION/ GON5TRUGTION. SECTION 56 SECTION T g G ION 8816 1600 JOHN ADAMS PARKWAY SCALE : 3/4" = I' -p" —. SEGT �i� �,� °°r I ,SUTfR 7A0 SCALE : 3/4" SECTION SCALE : 3/4" IDAHO FALLS, IDAHO 83401 0 ply PHONO pA�52 918 /AAX (Y 9)32;6 T2 EtdA¢: O W10256 W 12010 t: I N bRAPt'gp; DESmum - I afflc — i W �k� Q P iU V ( Q ( � O � � �QZ � O z � �L--j rrV��LIl r_, V1 W `) A C; J W � U a H F VL U z � � W 0 0 W H W Fx �� o U� a El ^^ a 0� 0 I y` W^ TYP. 1 ARCH. VENEER �S WOOG 5"D NALL III o WALL SHEATHING \ I V 5 E -L COLUMN "-i-- I ANCHOR BOLT 4 "/4'0 ANCHOR BOLT il" MIN. EMBED PRESSURE }f TREATED SILL PLATE CONCRETE SLAB ON GRADE ca+ z0 N F GRADE a V N S 10" REINFORCED ALTERNATE HOOK CONCRETE NALL DIRECTION a _ RENFORGED FOOTING REINFORCED . FOOTING SECTION I 2x DEGK - I V'T- ARCH. VENEER I. WOOD JOIST 'v'v'OD 5 �D WALL -2x6 LEDGER W/ WALL SHEATHING I V ` 5/e'0 5 MPSGN HEDGE A_L ANCHORS V 2 3/4 EMBED _ 'D �— 1 II ✓ OOD WALL - I/2" BBASE PLATE BEAM JOINT ® 2 O C. ANCHOR BOLT >+4x EN NT. T SI ANCHOR BOLT SIMPSON GG ®OPENING TREATED SILL PLATE I } ONCRE -E SLAB ON GRADE WOOD BEAM CONCRETE SLAB I GONGRETE SLAB ON GRADE I ON GRADE \ PRESSURE -GRADE �I e , SEATED SILL PLA. 0 O -_-� GRADE GRADE GRADE - REINFORCED 4" REINFORCED CONCRETE PIER FGCT'NG- SIMPSON LU5 REINFORCED CONCRETE PIER 10" REINFORCED CONCRETE WALL 2' O" 10" REINFORCED FOOTO6GED ALTERNATE HOOK CONCRETE WALL DIREGTION nq ALTERNATE HOOK DIRECTION - v n REINFORCED ®24" O.G. REINFORCED FOOTING FOOTING j1l / m - V NOTE: tt m DECK JOISTS NOT SHOWN FOR CLARITY. FOR INFORMATION NOT GALLED OUT BEAM ONE SIDE ONLY AT SECTION 3A/53.1 SEE SECTION 4/53.1 SECTION 2 SECTION SCALE : 3/4" = I' -D" 53.1 SCALE : 3/4" FLOOR SHEATHING DBL TOP PLATE WOOD STUD WALL BOTTOM PLATE SECTION 4 SECTION S SECTION 53.1 53.I SCALE : 3/4" I' -p" 53.1 SCALE : 3/4' //- FLOOR SHEATHING WOOD STUD WALL / DBL. TOP PLATE 2z6 LEDGER W/ 2- Ibd NAILS ® 3/Ib 3/16 WOOD STUD WALL EACH STUD FLOOR SHEATHING WALL SHEATHING I/4" END PLATE I/4" END PLATE 2x6 LEDGER W/ BOTTOM PLATE 2- Ibd NAILS ® EACH STUD 2z DECKING WOOD BEAM BOTTOM PLATE - EXISTING STRUCTURE EXISTING BRICK -WOOD JOI STEEL BEAM STEEL BEAM / / / L5x5xB /BxGONT. SIMPSON LUS EXISTING J015T 3/I6 / / 3- 1/4 "0x3 1/2" SIMPSON WOOD BEAM EXISTING STRUCTUR EXI5TING STRUCTURE EXISTING STRUCTURE SDS SGRENS ® EA. STUD 51MPSON MIT STEEL COLUMN G STEEL COLUMN EXISTING STRUCTURE - EGT ON CONTRACTOR TO SUPPORT BRICK DURING ..J 1 EGTION 8 S) =GTION SEG 1 ION DEMOLITION/ CONSTRUCTION. SCALE : 3/4" = I' -0" 53.1 SCALE SECTION SCALE : 3/4" I' -p" I SECTI 2 SEGTI ON I SEC TI ON 14 53.1 SCALE : 3/4" L 2L ROOF SHEATHING IOd MAILS WOOD JDIST ROOF SHEATHING BLOCKING BOUNDARY NAILI? 2xb BEVELED .j BLOCKING � BEARING BLOCK WOOD JOIST \ I NEB STIFFENER EDGE BOARD SIMPSON LT512 EDGE BOARD �` �GONT. BEVELED PLATE DBL. TOP PLATE ARCH VENEER I WOOD 5 JD WALL WALL 5HEATHING ARCH- VENEER— SEC TION S SCALE J 53.1 SCALE : 3/4" = 1' -0 EXISTING EDGE BOARD EXISTING SIM EDGE BOARD - 0 -0" . LG, SIMP50N L590 ®4' -O" OG. 2L O.G- / WOOD JOIST DBL. JOIST / 2- 3/8 "0 LA6 SCREWS / 2- 3/b "0 LAG SCREWS 51M?SON LB / W/ 3" MIN. EMBED / W/ 3^ MIN. EMBED / / / / 24" O.G. / ® 24" O.G. EXISTING STRUCTURE �/ / -- 11 EXISTING STRUCTURE / / EX!5'"ING STRUCTURE - L5L RIM JOIST / ROOF SHEATHING WOOD BEAM \ 5!MPSGN H2.SA GON'T. BEVELEG PLA = SIMPSON L55U FOR GONNEGTION SEE SECTION 14/53.1 DBL. TOP PLATE DBL. TOP PLA c �- BLOCKING / ROOF SHEATHING BLOCKING WEB STIFFENER / ! 3/4x I1 WE, I- L LEDGER W/ WOOD STUD WALL _ / 2- I/4 "0x6" SIMP5GN 505 WOOD STUD WALL — RGOr SHEATHING SCREWS ®EACH STUD 15: -11M ' WOOD JOIST WOOD JOISr AS REO D BLOCKING 0 4' - G" O.G. WOOD JOIST (ATTACH PER MFR.) WALL SHEATHING WOOD JOIST GONSTRUGTION SET IVIB /10 -CONTRACTOR TO VERIFY EXISTING \8T X (� EDGE BOARD 15 2x MATERIAL EDCE B ARD TO VERIFY EXISTING CONTRACTOR TO SUPPORT BRICK DURING a` p��r lJ & S IN Il�S cDGE BOARD IS 2x MATERIAL DEMOLITION/ GON5TRUGTION. SECTION 56 SECTION T g G ION 8816 1600 JOHN ADAMS PARKWAY SCALE : 3/4" = I' -p" —. SEGT �i� �,� °°r I ,SUTfR 7A0 SCALE : 3/4" SECTION SCALE : 3/4" IDAHO FALLS, IDAHO 83401 0 ply PHONO pA�52 918 /AAX (Y 9)32;6 T2 EtdA¢: O W10256 W 12010 t: I N bRAPt'gp; DESmum - I afflc — i W �k� Q P iU V ( Q ( � O � � �QZ � O z � �L--j rrV��LIl r_, V1 W `) A C; J W � U a H F VL U z � � W 0 0 W H W Fx �� o U� a El ^^ a 0� 0 I