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Home My WebLink AboutSITE & BLDG PLANS - 06-00516 - Dental Health Center - Addition1L b � Jll' 1�1� S S JIL 0 13 '�J 1L � G 9 WAY -d-D A -.A 0 X003 ]IBC CODE REVIEW I. OCCUPANCY CLASSIFICATION (SECTIONS 304, 311 & 306): OCCUPANCY GROUP B (NEW ADDITION) & B (EXISTING) II. NONSEPARATED USES (TABLE 302.3.3): FIRE SEPARATIONS ARE NOT REQUIRED BETWEEN USES, AS THE MOST RESTRICTIVE TYPE OF CONSTRUCTION SHALL APPLY TO THE ENTIRE BUILDING. III. AREA, BUILDING (SECTION 502.1): A. NEW ADDITION — FIRST FLOOR: 1,633 sf B. BASEMENT: 1633 sf C. EXISTING BUILDING: 1951 sf D. EXISTING BASEMENT: 1951 sf E. FIRST FLOOR TOTAL: 3584 sf F. TOTAL BASEMENT AREA: 3584 sf IV. AREA LIMITATIONS (TABLE 503): A. GROUP B, TYPE V —B PERMITS 9,000 sf B. THE BUILDING COMPLIES WITH THE AREA LIMITATIONS. V. CONSTRUCTION CLASSIFICATION (SECTION 602.5): TYPE V —B VI. ATTIC DRAFTSTOPPING (SECTION 717.4.3): DRAFT STOP IS IN PLACE AS PART OF THE EXISTING CONSTRUCTION WHEN ADDITION IS COMPLETED. VII. OCCUPANT LOAD (TABLE 1003.2.2.2): A. FIRST FLOOR, GROUP B: 1. 3584 SF GROSS / 100 = 36 OCCUPANTS B. BASEMENT, GROUP B: 1. 3584 SF GROSS / 100 = 36 OCCUPANTS VII. OCCUPANT LOAD (TABLE 1003.2.2.2): A. FIRST FLOOR, GROUP B: 1. 3584 SF GROSS / 100 = B. BASEMENT, GROUP B: 1. 3584 SF GROSS / 100 = C. EXIT REQUIREMENT FOR THE WITH IBC TABLE 1014.1. EX OR SPACES REQUIRING ONLY 36 OCCUPANTS 36 OCCUPANTS NEW ADDITION SPACE IS CONSISTANT IT SIGNS ARE NOT REQUIRED IN BUILDINGS ONE EXIT. VIII. SECTION 1203.2, EXCEPTION (ATTIC VENTILATION). A. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1 PERM IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION AND PROVIDED 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FT. ABOVE SOFFIT VENTS, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY SOFFIT VENTS. 1. 1633 x 1/300 = 5.45 sq.ft. PROVIDE 2.73 sq.ft. OF SOFFIT VENTING AND 2.73 sq.ft. OF VENTING A MINIMUM OF 3 ft. ABOVE SOFFIT. RE615TeRM0 ARGHITEGT .h[0. ARb52 STATE= OF IDAHO [M-.,m �'3 z O W OF 7 A -2 U) A -3 O C) A -4 OF 7 E---� o co OF 7 A -7 OF 7 Q Q 13 W w 1 o c� o C H �D o w w o rn w HC � r� � C v I I W z E- H o w a a W� �O W� O V i r Lo C� Q [M-.,m �'3 z O W 0'I'll TI T1 OF 1 1Il J J1L -.dC=N- A -.jD -..jD 0— CONSULTANTS ARCHITECT SUNDBERG AND ASSOCIATES, INC. IDAHO FALLS, IDAHO (208) 522 -6901 STRUCTURAL ENGINEER ENGINEERING STRUCTURAL SOLUTIONS IDAHO FALLS, IDAHO (208) 552 -9874 !, OCT Z 0 � F TITLE SHEET & INDEX OF DRAWINGS ARCHITECTURAL MAIN LEVEL FLOOR PLAN MAIN LEVEL DIMENSION FLOOR PLAN BASEMENT LEVEL FLOOR PLAN BASEMENT LEVEL DIMENSION FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS REFLECTED CEILING PLAN STRUCTURAL MECHANICAL ENGINEER DESIGN / BUILD ELECTRICAL ENGINEER DESIGN / BUILD GENERAL STRUCTURAL NOTES FOUNDATION PLAN, NOTES, AND DETAILS LOWER SHEARWALL PLAN, NOTES, AND DETAILS UPPER SHEARWALL PLAN, NOTES, DETAILS FLOOR FRAMING PLAN, NOTES, AND DETAILS ROOF FRAMING PLAN, NOTES, AND DETAILS STANDARD STRUCTURAL DETAILS STANDARD STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS T -1 OF 1 A -1 OF 7 A -2 OF 7 A -3 OF 7 A -4 OF 7 E---� o co OF 7 A -7 OF 7 13 W w 1 o c� o C 6� Ml w w o rn HC r� � C v H H o w a 0'I'll TI T1 OF 1 1Il J J1L -.dC=N- A -.jD -..jD 0— CONSULTANTS ARCHITECT SUNDBERG AND ASSOCIATES, INC. IDAHO FALLS, IDAHO (208) 522 -6901 STRUCTURAL ENGINEER ENGINEERING STRUCTURAL SOLUTIONS IDAHO FALLS, IDAHO (208) 552 -9874 !, OCT Z 0 � F TITLE SHEET & INDEX OF DRAWINGS ARCHITECTURAL MAIN LEVEL FLOOR PLAN MAIN LEVEL DIMENSION FLOOR PLAN BASEMENT LEVEL FLOOR PLAN BASEMENT LEVEL DIMENSION FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS REFLECTED CEILING PLAN STRUCTURAL MECHANICAL ENGINEER DESIGN / BUILD ELECTRICAL ENGINEER DESIGN / BUILD GENERAL STRUCTURAL NOTES FOUNDATION PLAN, NOTES, AND DETAILS LOWER SHEARWALL PLAN, NOTES, AND DETAILS UPPER SHEARWALL PLAN, NOTES, DETAILS FLOOR FRAMING PLAN, NOTES, AND DETAILS ROOF FRAMING PLAN, NOTES, AND DETAILS STANDARD STRUCTURAL DETAILS STANDARD STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS T -1 OF 1 A -1 OF 7 A -2 OF 7 A -3 OF 7 A -4 OF 7 A -5 OF 7 A -6 OF 7 A -7 OF 7 SO.1 S1.1 S1.2 S1.3 S2.1 S3.1 S4.1 S4.2 S5.1 S6.1 OF 10 OF 10 OF 10 OF 10 OF 10 OF 10 OF 10 OF 10 OF 10 OF 10 MECHANICAL DESIGN / BUILD PLUMBING DESIGN / BUILD ELECTRICAL DESIGN / BUILD P 1 -. cl) SZo S89 53'38 "W O 4 co M x LOT 5 BL OCK 4 ' 0 P )h N rfi I ni IN IST SOUTH Revision PLANNING & ZONING 0 DISAPPROVED 0 APPROVED APPROVED S NOTED BY PLANNING & 20N1NG4000*F9 gyp. 'L L' 4, T AL It A,41> E . IdSTAL'i. Sc'4TW 6 CC P^ p.4oCD AA'9 SOOOL IWO-WAV D/LLV ATSI" 5_W-4L-t_ ,A A 7 VTt'_TN- I�L UoT A(L� - TtAk, A gwo pep" _S�Ak �L4('Lwy_ cl-Ty's ST'Q"'Ar Ys. D c E ! 1 l I r "'; 1 um C SITE PLAN FOR DOCTOR DOUG SMITH CITY OF REXBURG MADISON COUNTY, IDAHO Scale: 1`_-20' Drawn: T T Date: DEC 2006 Dwg- Date: DEC 2006 Checked: Date: 7J15—SITE — Job No. Mountain River Mountain River Engineering 208� 524-6175 7315 1020 Lincoln Road FAX: M8 524-6181 —1 Engineering Idaho Falls, Idaho 83401 E—Mail: ntri rprftiamet Sht. 1 of 1 T ® LL PI AC - y . W MAIN STREET PI CONC NAIL � I ~ I m y EXIST. IN T GRATE =5.63 IN V. = 80.69 S8953'38 "W 165.00' 2 ( ° o rn I cn ° o 00 � c N895338 "E 66.75 LOT 5 BLOCK 5 B Y BARN 112.00' X X N89 53 38 E N VERT CURB oQ o_ STAIRS SI RIGA77ON BOX VE D RAIL o OP OP O Q EXIST. 6" WAL TBM N CONC. GRATE = 8 84 60P NAIL IN w AND RAIL rn POWER POLE GU 0,0 o LAUNDRY off' ELEV. = 92.46 o RET. WALL o o VENT •.:. � C5 ABLE BOX WA TERCON H� ELEC METERS 1 15 ' 53 S89 53 38 W i -�- N89 53 3 8 � , TRIG P LL B EFS y IRR/GA T/ON P/j x x BOXES �FLAG POLE X rn )UND r ~ R METER 11� PLANTER a 66.00' m CONDI T70NING - 4 / GA TON BOXES WALL a / STAIRS m LOT 5 m BLOCK 4 It L — — — — — — r m co 1 4 ca M Revision 1ST SOUTH STREET UO P/_/ N SCALE 1 " =40' / 70 O ' m o / a / r � WALL a / STAIRS m / y / EVS'RNG BUILDING PROPOSED ADDITION CEDAR SHINGLES OVER ROOF SHEATHING M s in� _. STUGGO FIN15H REFER TOJ BUILDING ELEVATIONS x s 0 0 CD / -R -38 SLOHII -IN GYPSUM HOARD L- 51,15PENDED ACCOUSTICAL CEILING R -21 SPRAYED URETHANE INSULATION (K-6) 5/6" 6YPSUM BOARD ENSINEERED WOOD STUD REFER TO STWOTURAL DRAMNSS REFER TO STRUCTURAL DRAWINGS FOR FLOOR SHEATHING - REFM TO STRUCTURAL DRAWINGS FOR FLOOR JOISTS f & !:wM ov FINISH GRADE OF GONG. STOOP TO BE WITHIN 1/2" OF FIN15H FLOOR - TYPICAL AT ALL EXTERIOR DOORS P, WD�O� WALL SECTION G in' • r-o' A5 3 x •r In 3 x 9IL N :o x x X AIL x (� a x 57 Q I-L 4b' x 4b' FIXED W8 30' -8' 4b' x 5'O' FIXED u 42' -0' 4'O" x 4b" FIXED Wl 4'0' x 5'O" FIXED SAW -CUT EXISTING WALL FOR NEW WINDOW UNIT MAIN LEVEL FLOOR PLAN SCALE: 1/4 "= I'-O" 0 TOTAL &ROSS AREA NEW ADDITION- 1,655 50. FT. TOTAL 68055 AREA EXISTIN& BUILDIN6 - 1, 50. FT. NORTH TOTAL &ROSS AREA - 5,564 50. FT. x_ A u' �p x 5_� I2PA15TFR2Pn �o z 0 O H M Q V 1 co p O F� Q W - t l—i !D W O w w o . Q U� o C z I I rr k E-+ �. W Z � W a w� > d �z W Lo W 0 5 W ` a W w Lo Q �o pri 11 11 11 rri Al OF 7 6 MIL POLYETHYLENE VAPOR BARRIER 4'0" x 5'O" FIXED 4'0' x 5'0' FIXED EXISTING BUILDING WI3 W4 FW55 4'0' x 5'O' 4'0' x 5'0' 4'O" x 5'0" FIXED FIXED FIXED 5TATE OF IDAHO z I—i M V 1 co O c t—i - C,2 Lo w w o . Q U� o C o� w d -4 Lo W 5 W ` a pri 11 11 11 rri Al OF 7 6 MIL POLYETHYLENE VAPOR BARRIER 4'0" x 5'O" FIXED 4'0' x 5'0' FIXED EXISTING BUILDING WI3 W4 FW55 4'0' x 5'O' 4'0' x 5'0' 4'O" x 5'0" FIXED FIXED FIXED 5TATE OF IDAHO 32' -0" 1 5' -5 1/2 10' -0" 10' -0" 6' -6 1/2 N - -- - -- Rsl i o1 30'-5 1/2" OPERATORY 10' -11 1/2 N r N s I 04 tll 00 I M CONSULTATION OFFICE / ROOM FUTURE -° OPERATORY v I i� 0 I M L0 04 I I 5'- 1/2' 5-3 1/2* cD I M rn - ll 19' - 1/2" 5UPPLY 5TORA6E 1 3'-0" 00 r 5 i O 0 C14 ,�� .� • �/?:� 10'- 5 1/2" W51NESG OFFICE �I HALF WAIL 14' -1" HALL 00 S -3 1/2" 1 6' - 1/2" 9 N 5'- 1/2" I 0 I 0 I I 4' - 3" I i � + HALL I I 10 I 1 I i I � I I X -RAY 3 ,�u AREA + 1 1 I ACCESSIBLE 10' -7° T.R. � GOB. .AV 6.6. O i � - ------------- T.R. i BENCH + 1 5' -3 1/2" ' 9' -11 3/4" 11' -1 1/2" EXISTIN6 It ITEMOR ROOM DIMEN510N CHECK -OUT H z EXI5TIN6 WAITING u ROOM RECEPTION AREA 10'-3 N 1 .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . EXI5TIN6 OPERATORY - - - - - -- - - - - - -- ------- BROOM ----------------- - - - - -- 7 EXI STING o STERILIZATION TIN6 i DARK ROOM EXI5TIN6 HALL ------------------------------ a B C I N II o u I a tp m EXI5TINC7 VESTIBULE 0 I 1 5'-O" CHARTS 5' -5 1 /2* 14' -11 3/4" 10' -2 3/4" 10'-5 1/2" 20'- 2 1/2 30'-8" 42'-0" 72' -8" MAIN LEVEL DIMENSION 1=LOOR FLAN SCALE: 1 /4 "= 1' -0" NORTH EXISTING STAFF ROOM LO APPROVED //' BUILDING INSPECTOR 3m KID5 PLAY RE615TERED ARCHITECT NO. AR,552 STATE OIL IDAHO EXISTI N6 HALL WAITIN6 ROOM o D o i 00 O 0 I QQ r iN O H � 10 o z .I o��w M I� r 04 I I 5'- 1/2' 5-3 1/2* cD I M rn - ll 19' - 1/2" 5UPPLY 5TORA6E 1 3'-0" 00 r 5 i O 0 C14 ,�� .� • �/?:� 10'- 5 1/2" W51NESG OFFICE �I HALF WAIL 14' -1" HALL 00 S -3 1/2" 1 6' - 1/2" 9 N 5'- 1/2" I 0 I 0 I I 4' - 3" I i � + HALL I I 10 I 1 I i I � I I X -RAY 3 ,�u AREA + 1 1 I ACCESSIBLE 10' -7° T.R. � GOB. .AV 6.6. O i � - ------------- T.R. i BENCH + 1 5' -3 1/2" ' 9' -11 3/4" 11' -1 1/2" EXISTIN6 It ITEMOR ROOM DIMEN510N CHECK -OUT H z EXI5TIN6 WAITING u ROOM RECEPTION AREA 10'-3 N 1 .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . EXI5TIN6 OPERATORY - - - - - -- - - - - - -- ------- BROOM ----------------- - - - - -- 7 EXI STING o STERILIZATION TIN6 i DARK ROOM EXI5TIN6 HALL ------------------------------ a B C I N II o u I a tp m EXI5TINC7 VESTIBULE 0 I 1 5'-O" CHARTS 5' -5 1 /2* 14' -11 3/4" 10' -2 3/4" 10'-5 1/2" 20'- 2 1/2 30'-8" 42'-0" 72' -8" MAIN LEVEL DIMENSION 1=LOOR FLAN SCALE: 1 /4 "= 1' -0" NORTH EXISTING STAFF ROOM LO APPROVED //' BUILDING INSPECTOR 3m KID5 PLAY RE615TERED ARCHITECT NO. AR,552 STATE OIL IDAHO EXISTI N6 HALL WAITIN6 ROOM o D o i 00 CD co V 1 co CQ Q c I--I G� c a L a i co w O C\2 Q� V 1 d cu - a c :3 d N F-LI w 0. � E- I Q x L I � o w Sri A2 OF 7 O QQ O H � o z o��w H W w w Q r W Q W Lo f� � Q CD co V 1 co CQ Q c I--I G� c a L a i co w O C\2 Q� V 1 d cu - a c :3 d N F-LI w 0. � E- I Q x L I � o w Sri A2 OF 7 VENT - SEE NOTE THIS SHEET MED GAS OL05ET NOTES PROVIDE (2) WALL VENTS 56 5WARE INCHES EACH LOUVERS H/ INSECT SCREENS ONE WITHIN 6" OF THE FLOOR ONE WITHIN 6" OF THE CEILING WALLS OF NO2 STORAGE TO Be INSULATED 1 -HR FIRE -RATED CONSTRUCTION, SEE DETAIL A/A3 PROVIDE (2) LAYERS 5/6" TYPE "X" GYPSUM BOARD ON CEILING �0 2 ASEMENT LEVEL FLOOR FLAN 50ALE: 1/4 "= 1' -0" TOTAL OR055 AREA NEW ADDITION- 1655 50. FT. 0 NORTH WALL TO EXTEND FROM FLOOR TO CEILING ONE LAYER 5/6" TYPE "X" GYPSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH 51DE OF 2x4 HOOD 5TUD5 SPACED AT W o% W/ 6d COATED NAIL5 1 -1/6" LONG 0.0915' SHANK 1/4 HEAD5,1 o% GYPSUM BOARD TO BE NAILED TO TOP AND BOTTOM PLATES AT 1 o% STA66ERED JOINTS 24" 0/4 EACH SIDE 5/6' TYPE "X" GYPSUM BOARD EACH SIDE ONE HO FIRE RATED AALL DETAIL SCALE. N.T.5. APPROVED / / BUILDING INSPECTOR INSPECTOR RE615TERED ARCHITECT W. AR852 STATE OF IDAHO z C) ,,:r o� co W o co Q Q m � Q o W �co CD T� V �—i ¢ M Q� o o w w o rn W W E— co I Lv x Lo z . E--C° -� o H cn W 0. W W� U � W � �o W Z W Q �0 2 ASEMENT LEVEL FLOOR FLAN 50ALE: 1/4 "= 1' -0" TOTAL OR055 AREA NEW ADDITION- 1655 50. FT. 0 NORTH WALL TO EXTEND FROM FLOOR TO CEILING ONE LAYER 5/6" TYPE "X" GYPSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH 51DE OF 2x4 HOOD 5TUD5 SPACED AT W o% W/ 6d COATED NAIL5 1 -1/6" LONG 0.0915' SHANK 1/4 HEAD5,1 o% GYPSUM BOARD TO BE NAILED TO TOP AND BOTTOM PLATES AT 1 o% STA66ERED JOINTS 24" 0/4 EACH SIDE 5/6' TYPE "X" GYPSUM BOARD EACH SIDE ONE HO FIRE RATED AALL DETAIL SCALE. N.T.5. APPROVED / / BUILDING INSPECTOR INSPECTOR RE615TERED ARCHITECT W. AR852 STATE OF IDAHO M W f� c d v L .n U) J a w A3 OF 7 2x4 HOOD STUDS AT 1600/41 C) ,,:r co W o co Q m o W �co CD o �—i ¢ M w w o rn E— co I Lv x Lo . E--C° -� o H cn W 0. M W f� c d v L .n U) J a w A3 OF 7 2x4 HOOD STUDS AT 1600/41 r VERIFY ROUGH OPENINS F REQUIRED WITH WINDOW MANUF. SHOP DRAHINGS WINDOW 5GHEDULE DOOR 5GHEDULE GENERAL NOTE5: MARK WINDOW SIZE LOCATION WALL CONDITION DESCRIPTION GLAZING TYPE NOTES ROUGH OPENING BUILDING LEVEL MARK HEAD HEIGHT W1 4' -0" x 4' -0" WAITING ROOM 2x4 FIXED LOW "E" VERIFY EXISTING WALL THICKNESS MAIN LEVEL W1 7' -0" t A.F.F. W2 3' -0" x 6' -0" EXISTING WAITING ROOM 2x4 FIXED LOW "E" NEW WINDOWS IN EXISTING OPENING MAIN LEVEL W2 7' -0" f A.F.F. W3 3' -0" 6' -0" EXISTING WAITING ROOM 2x4 FIXED LOW "E" NEW WINDOWS IN EXISTING OPENING W MAIN LEVEL W3 7' -0" f A.F.F. W4 x 3' -0" 6' -0" EXISTING WAITING ROOM 2x4 FIXED LOW "E" NEW WINDOWS IN EXISTING OPENING d MAIN LEVEL W4 7' -0" f A.F.F. W5 x 4' -0" x 4' -0" RECEPTION AREA 2x4 FIXED LOW "E" cy) MAIN LEVEL W5 7' -Q" f A.F.F. W6 4' -0" x 4' -0" RECEPTION AREA 2x4 FIXED LOW "E" - MAIN LEVEL W6 7' -0" f A.F.F. W7 4' -0" x 4' -0" RECEPTION AREA 2x4 FIXED LOW "E" E- 1:4 CD MAIN LEVEL W7 7' -0" f A.F.F. W8 4' -0" x 4' -0" BUSINESS OFFICE 2x4 FIXED LOW "E" E- MAIN LEVEL W8 7' -0" f A.F.F. W9 4' -0" x 5' -0" BUSINESS OFFICE 2x4 FIXED LOW "E" V MAIN LEVEL W9 7' -0" t A.F.F. W10 4' -0" x 5' -0" OFFICE / FUTURE OPERATORY 2x4 FIXED LOW "E" MAIN LEVEL W10 7' -0" f A.F.F. W11 4' 5' -0" OPERATORY 2x4 FIXED LOW "E" 0. MAIN LEVEL W11 7' -0" f A.F.F. -0" x OPERATORY 2x4 FIXED LOW "E" MAIN LEVEL W12 7' -0" f A.F.F. W12 4' -0" x 5' -O" W13 4' -0" x 5' -Q" OPERATORY 2x4 FIXED LOW "E" MAIN LEVEL W13 7' -0" f A.F.F. W14 4' -O" x 5' -0" OPERATORY 2x4 FIXED LOW "E" MAIN LEVEL W14 7' -Q" f A.F.F. W15 4' -0" x 5' -0" OPERATORY 2x4 FIXED LOW "E" MAIN LEVEL W15 7' -0" A.F.F. W16 4' -0" x 5' -0" PRIVATE OFFICE 2x4 FIXED LOW "E" BASEMENT LEVEL W16 7' -0" A.F.F. W17 4' -0" x 5' -0" CONFERENCE ROOM 2x4 FIXED LOW "E" BASEMENT LEVEL W17 I r 7' -0" A.F.F. A nnvr r - IKII01J CI ^^D DOOR 5GHEDULE DOOR 5GHEDULE GENERAL NOTE5: MARK ROOM LOCATION DOOR 51ZE DOOR DOOR FRAME BUILDING LEVEL FIRE LABEL WALL CONDITION NOTES WIDTH x HEIGHT TYPE MATERIAL TYPE MATERIAL co I. ALL LOCK5ET AND PASSAGE SETS SHALL BE 6ROUP 2 HITH LEVER HANDLES 2• ALL FIRE RATED DOORS SHALL HAVE BALL BEARING HINGES SELF CLOSIN AND SHALL BE G S. ALL &LAZING IN HAZARDOUS LOCATIONS 15 REQUIRED TO 5E OF SAFETY GLAZING MATERIAL. GLAZING IN INGRESS AND EGRESS DOORS AND 6LAZIN6 IN FIXED TO A DOOR WHERE THE NEAREST OPERABLE PANELS ADJACENT EXPOSED EDGE OF THE GLAZING 15 WITH -IN 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED P051TION 4. ALL DOOR HARDHARE TO MEET ADA REQUIREMENTS 5. MANUALLY OPERATED EDGE SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED ON ALL DOORS 6. ALL THRESHOLDS TO MEET ADA REOJIREMENT5 - VERTICAL CHANGE IN LEVEL NOT TO EXCEED 1/4" OR BEVELED CHANCE NOT TO EXCEED I/2" D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 EXISTING HALL ACCESSIBLE TOILET ROOM ACCESSIBLE TOILET ROOM HALL CHECK OUT AREA SUPPLY STORAGE CONSULTATION ROOM OFFICE / FUTURE OPERATORY SUPPLY STORAGE HALL BUSINESS OFFICE ACCESSIBLE TOILET ROOM STAFF CHANGING LONG TERM FILE STORAGE ROOM MECHANICAL ROOM STORAGE ROOM PRIVATE OFFICE PRIVATE OFFICE CONFERENCE ROOM MEDICAL GAS CLOSET 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36 x 80" 36" x 80" 36" x 80" 36 x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" B B B B B B B B B A B B B B B B B B A B SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD JINSULATED METAL SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD SOLID CORE WD 1 SOLID CORE WD INSULATED METAL 1 SOLID CORE WD B B B B B B B B B B B B B B B B B B WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL MAIN LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG EXTERIOR PRE HUNG INSULATED DOOR INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG 1EXTERIOR PRE HUNG INSULATED DOO I INTERIOR PRE HUNG D17 D18 D19 D20 3' -0" 7w (.II 0 EE D10 / D19 DOOR TYPE A INSULATED DOOR VERIFY R.O. HITH MANUFACTURER INTERIOR PRE -1N& DOOR FRAME u i DOOR TYPE 5 INTERIOR PRE HUNG DOOR STYLE AS PER OV4NER5 SELECTION I I M tr APPROVED // 0 BULLRING INSPEC1OR REGISTERED ARCHITECT NO. AR852 STATE OP IOAHO �0 W O V 1 r N � W M W H 4 1z rn lJ 1 O O cr) O co O d m Q v W ICJ W i "O W d p z W F U O Q cy) w Q - E- 1:4 CD W Qo Qo E- c _J C/1 C\2 W r Ln V I 1 c�D Q Lo W w Q M� W �0 W O V 1 r N � W M W H Lo A4OF7 BASEMENT LEVEL DIMENSION FLOOR PLAN 0 50ALE: I/4 "= I'-O" NORTH DOOR FRAME TYPE 5 rn lJ 1 O d" cr) O co d m v � ICJ i "O W d p O t\2 cy) d Q - E- 1:4 CD W Qo Qo E- I _J C/1 C\2 Q r Ln V I 1 c�D 5 W F-�-I d p- 0. W Lo A4OF7 BASEMENT LEVEL DIMENSION FLOOR PLAN 0 50ALE: I/4 "= I'-O" NORTH DOOR FRAME TYPE 5 LINE OF ROOF REMOVE EXISTING WALL SHAKES AND REPLACE WITH NEW AT EXISTIN6 AND NEW BUILDqN6 MATCH EXISTINS . .... FASCIA SIZE FIELD VERIFY C !h We W7 W6 W5 W4 INI W3 1111 W2 wi : FINISH EXISTING ERICH VENEER TO REMAIN - PROTECT OMNS CONSTRUCTION 1 L - 1- 1- ----------------------------- ----------------------------- L --------- =, =-= luj I 1=1 I [=-I I 1=1 I FEI 11-11 1=1 I �-- I F ----------------------------------------------------------------------------- ------------------------------------------------------------------------------ EAST SIDE EXTERIOR ELEVATION SCALE: 1/4"= 1'-0" -------------- - - - - - - - - - - - - - - T �0 LINE! OF EX1511NCP ROOF CD 4 C) CrD cc co E-1 C\2 co C\2 In In co C) c C\2 C I O l;T, O CD cn CQ c\1 E-1 CD co C) C\2 w 7E 71 .41 z 9) I L ----------------- - -L -1------------ - - - - -- W15 W14 wi 0 1 W17 All W16 'Ell EX15TINC? BRI04 VENEER, TO REMAIN - PROTECT OMNS CONSTRUCTION = WEE I l=jL1=tLH ------------------------------------------------------------------------------ 7 NEST SIDE EXTERIOR ELEVATION - M -7TT=- I -- 17177F-7 lu I-111J=1111-11=1177 - 17M=77--711��-�-7F-7E717=7M-7T=-717M= 717=51=1 - - 1-111-th- -111= I -I f=1 I F-11 Ell I =11 ILF11 F-tLF-,,l I F-11 F-I I I 1=1 I 1=1 11 =1 -0' 1 - ' F II F - - n =n- 111_11 - - - . . . . . . . . -.111- 1111111 1 11 = 11 PRL SCALE. 1/4"m 1' Rr.ev I 5TERED ARCH I Tr=C.T NO.AR552 STATE 01 IDAHO REMOVE EXISTING HORIZONTAL WOOD SIDINS AND REPLACE WITH 51V-oCO FINISH AS SHOWN APPIROVEQAX O 1/6 BUILDING INSPECTOR GONG. RETAINING HALL FIELD VERIFY HEIGHT WITH EX15TINS 6RAL)E -4-j (D 0 _0 6 cp 0 U) I 61 A5 Q � EH �D z 1.4 F O E--i � � W O Z L o J �0 LINE! OF EX1511NCP ROOF CD 4 C) CrD cc co E-1 C\2 co C\2 In In co C) c C\2 C I O l;T, O CD cn CQ c\1 E-1 CD co C) C\2 w 7E 71 .41 z 9) I L ----------------- - -L -1------------ - - - - -- W15 W14 wi 0 1 W17 All W16 'Ell EX15TINC? BRI04 VENEER, TO REMAIN - PROTECT OMNS CONSTRUCTION = WEE I l=jL1=tLH ------------------------------------------------------------------------------ 7 NEST SIDE EXTERIOR ELEVATION - M -7TT=- I -- 17177F-7 lu I-111J=1111-11=1177 - 17M=77--711��-�-7F-7E717=7M-7T=-717M= 717=51=1 - - 1-111-th- -111= I -I f=1 I F-11 Ell I =11 ILF11 F-tLF-,,l I F-11 F-I I I 1=1 I 1=1 11 =1 -0' 1 - ' F II F - - n =n- 111_11 - - - . . . . . . . . -.111- 1111111 1 11 = 11 PRL SCALE. 1/4"m 1' Rr.ev I 5TERED ARCH I Tr=C.T NO.AR552 STATE 01 IDAHO REMOVE EXISTING HORIZONTAL WOOD SIDINS AND REPLACE WITH 51V-oCO FINISH AS SHOWN APPIROVEQAX O 1/6 BUILDING INSPECTOR GONG. RETAINING HALL FIELD VERIFY HEIGHT WITH EX15TINS 6RAL)E -4-j (D 0 _0 6 cp 0 U) I 61 A5 NEW ARCHITECTURAL— Mg GRADE ASPHALT SHINGLES a 11 r I M LIJ ww" C7 V d � Z v z �o e �a Z Ad CA �Z O �•- 0. Z w� a. x N a fin Ed � h c --r ' 1 1 j � 1 9 8 Ix sj a'e i Lull �I - - - CID N co 00 OUTLINE OF EXISTING c di It IIIIIII + fill l '1 111 , '1 111 1 01 111 j1111 d d I CD STUCCO FINISH - PROVIDE � � • •` ACCENT SANDING AROUND N ru di d i I' +t ii i i' di it i t di i di d i di it SHOWN l ALUMINUM GLAD WOOD y WINDOWS V 1 Ln 0.1 di d ( dt d i ' di it +i i t( di d I I �4 d i i � FINISH GRADE co hP llrli—IJ1=1 I 1 di 1 11 iI ill 01 d lill 01111 1 1 VI ifill 11111 did ii ' +i d', CD X11 ` N O I I i I I I 1 I I I I r ------ - - - --r w U z � W m cD J U � I � Q H uj Ln 1 0 p W F-� �o W w � W �o cn , . z OJ W 1.o W12 I l EN W I I F I I I I � I I � O O I I I I I ILL I I I I ��fL7 CU I I I I O O I N I I I i I i O tt� I I U m - ------ ----- •T- r J --------- - - - — -- - - - - - -- - — " � ®� m 11 r I M LIJ ww" C7 V d � Z v z �o e �a Z Ad CA �Z O �•- 0. Z w� a. x N a fin Ed � h c --r ' 1 1 j � 1 9 8 Ix sj a'e i Lull �I - - - A6 OF QF 7 a �1 50 0 SIDE EXTERIOR H.EVATION 5c-%Z� hr- 1w SOUTH 5117E EXTERIOR ELE \/ATION SCALE: 1 /4 "= 1'-0" PARTIAL NORTH SIDE EXTERIOR ELEVATION SCALE: 1 /4 "= 1'-0" K NEE 8" MIN. CLEARANCE NOTE PROVIDE SOUND INSULATION IN ALL WALLS AND CEILINGS OF TOILET ROOMS 6" MAX. TOE CLEAR DEPTH r ❑� Z FLOOR SPADE L - - - - --J " MIN 56" MIN. 12° 54" MIN. F12 MIN. 12" MIN. 42" MIN. TOILET ;M PAPER LJ 77 ] ! � c BALK WALL SIDE WALL ARAB BARS AT WATER CLOSETS ('TOILETS) A.r;�.A. AGGr-55181 L 1 TY REOU I Rr -MENTS G + I I ACCESSIBLE T.R 56" GB. 36" 6B. 6 ( Ab ESSIBLE i D B T.R. io IS A6 Ab D2 G AG, 3i_Du V -6" S -6" 5' -0" 4'-11 3/4" 9' -11 3/4" 5 V z IL I u I i i 1� ACCESSIBLE TR. WALL ELEVATION - A SGALEr 1/4" ■ 1' -0" AG, PARTIAL FLOOR FLANS SCALE: 1/4 "= 1'-0" 10 Z ACCESSIBLE TR WALL ELEVATION � SCAL Z 1/4' ■ 1' -0' AG, TOILET ROOM NOTES: (CIRCLED) �► 5/6' M.R. TYPE "X" GYPSUM BOARD OVER 2X FRAMING 5 - 50REW APPLIED, TAPED AND TEXTURED WITH STOMP AND TROWEL. FINISH PAINT WITH EPDXY PAINT O TILED FLOOR OR RESILIENT FLOORINS OVER 1/4" CEMENT BOARD O AD.A. GRAB BARS - WITH SAFETY GRIP FINISH - 56" LONG BEHIND WATER CLOSET AND 46" LONG AT SIDE OF WATER CLOSET. MOUNT PER ADA. MOUNTINS SCHEDULE PROVIDE BLOCKING TO CARRY 250 LBS. O TOILET TISSUE DISPENSER O SOAP DID O MIRROR WITH STAINLESS STEEL CHANNEL AT BOTTOM PAPER TOWEL DISPENSER O SINK - INSULATE ALL UNDER SINK PIPING TO INCLUDE GOLD WATER 51DE TYPICAL ALL LAV5 AND SINKS O WATER GLASET (TOILET) 10 6" COVED CERAMIC, TILE BASE OR 6" COVED RESILIENT FLOORING BASE V AC4E551BL.E T.R. WALL ELE \/AT I ON SCALE:, 1/4" ■ 1'-0" AG, ACCESSIBLE T.R. WALL ELEVATION BIRDS EYE Or' ROOT 'LANS SC A LE I lb" 1' - 0" Re61 STEReD ARCHITECT NO. AR632 STATE! OP IDAHO O co 00 OUTLINE OF EXISTING c BUILDING I STUCCO FINISH - PROVIDE � � • •` ACCENT SANDING AROUND WINDOWS AND DOORS AS :: ` SHOWN l ALUMINUM GLAD WOOD y WINDOWS V 1 i � FINISH GRADE — - llrli—IJ1=1 I F—i X11 ` 1 I i I I I I I I i I I i I� �_ I I i I I I 1 I I I I r ------ - - - --r w U z � W m cD J A6 OF QF 7 a �1 50 0 SIDE EXTERIOR H.EVATION 5c-%Z� hr- 1w SOUTH 5117E EXTERIOR ELE \/ATION SCALE: 1 /4 "= 1'-0" PARTIAL NORTH SIDE EXTERIOR ELEVATION SCALE: 1 /4 "= 1'-0" K NEE 8" MIN. CLEARANCE NOTE PROVIDE SOUND INSULATION IN ALL WALLS AND CEILINGS OF TOILET ROOMS 6" MAX. TOE CLEAR DEPTH r ❑� Z FLOOR SPADE L - - - - --J " MIN 56" MIN. 12° 54" MIN. F12 MIN. 12" MIN. 42" MIN. TOILET ;M PAPER LJ 77 ] ! � c BALK WALL SIDE WALL ARAB BARS AT WATER CLOSETS ('TOILETS) A.r;�.A. AGGr-55181 L 1 TY REOU I Rr -MENTS G + I I ACCESSIBLE T.R 56" GB. 36" 6B. 6 ( Ab ESSIBLE i D B T.R. io IS A6 Ab D2 G AG, 3i_Du V -6" S -6" 5' -0" 4'-11 3/4" 9' -11 3/4" 5 V z IL I u I i i 1� ACCESSIBLE TR. WALL ELEVATION - A SGALEr 1/4" ■ 1' -0" AG, PARTIAL FLOOR FLANS SCALE: 1/4 "= 1'-0" 10 Z ACCESSIBLE TR WALL ELEVATION � SCAL Z 1/4' ■ 1' -0' AG, TOILET ROOM NOTES: (CIRCLED) �► 5/6' M.R. TYPE "X" GYPSUM BOARD OVER 2X FRAMING 5 - 50REW APPLIED, TAPED AND TEXTURED WITH STOMP AND TROWEL. FINISH PAINT WITH EPDXY PAINT O TILED FLOOR OR RESILIENT FLOORINS OVER 1/4" CEMENT BOARD O AD.A. GRAB BARS - WITH SAFETY GRIP FINISH - 56" LONG BEHIND WATER CLOSET AND 46" LONG AT SIDE OF WATER CLOSET. MOUNT PER ADA. MOUNTINS SCHEDULE PROVIDE BLOCKING TO CARRY 250 LBS. O TOILET TISSUE DISPENSER O SOAP DID O MIRROR WITH STAINLESS STEEL CHANNEL AT BOTTOM PAPER TOWEL DISPENSER O SINK - INSULATE ALL UNDER SINK PIPING TO INCLUDE GOLD WATER 51DE TYPICAL ALL LAV5 AND SINKS O WATER GLASET (TOILET) 10 6" COVED CERAMIC, TILE BASE OR 6" COVED RESILIENT FLOORING BASE V AC4E551BL.E T.R. WALL ELE \/AT I ON SCALE:, 1/4" ■ 1'-0" AG, ACCESSIBLE T.R. WALL ELEVATION BIRDS EYE Or' ROOT 'LANS SC A LE I lb" 1' - 0" Re61 STEReD ARCHITECT NO. AR632 STATE! OP IDAHO '1' 0� Lm. LZ Ong O co 00 H c Q U Q Q I---a C U7 c O - a CD r4 V 1 i � F—i t--I E, W w U z � W m cD J U � I � Q H uj Ln 1 0 p W F-� �o W w � W �o cn z W 1.o '1' 0� Lm. LZ Ong Aj a-1 111111111 ri A6OF7 co 00 c rn U co I---a C U7 c O - a CD r4 i � n - 0 t--I E, W p U z � W m cD J � I � Q H uj Ln 1 p W F-� W cn Aj a-1 111111111 ri A6OF7 8" MAXIMUM 8" MAXIMUM NOTE 3. 12 GA. HANGER WIRE TERMIN NOTE 3. ENDS OF ALL COMPONENTS (4' -0" o.c. MAX.) STABILIZER BAR, NOTE 2. 3/4" MAIN RUNNER OR CROSS TEE ACOUSTICAL PANEL NOTE 1 "" �1/8" POP RIVETS ON TWO STRUT STABILIZER ADJACENT WALLS, 1/2" WALL ANGLE 2" WALL ANGLE TWO OPPOSITE ADJACENT WALL WALLS, PROVIDE 3/4" SPACE. (NO POP RIVETS) WALL PERIMETER DETAILS - SUSPENDED CEILING N. T. S. COMPRESSION STRUT 1" EMT TO STRUCTURE I SECURE W/ SCREW AFTER COMPRESSING GRID I I 3/4" EMT NOTCHED I (4) 9 GA. WIRE BRACES SPLAYED � — 90 DEG. FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEG. FROM THE PLANE OF THE CEILING 45 Deg. TYP. NOTE: BRACE DETAIL TO BE PLACED 41W, 12' -0" o.c. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' -0" FROM EACH WALL. MAIN RUNNER CROSS TEE SWAY BRACE DETAIL - SUSPENDED CEILING N.T.S. STRUCTURAL MEMB 12 GA. GALVANIZE[ HANGER WITH THRE COMPLETE WRAPS - ASTM C -635 RATE CIVIC 1850 OR 187( VERTICAL HANGERS - SUSPENDED CEILING N. T. S. LIGHT FIXTI FIXTURE F� TO RUNNEF LIGHT FIXTURES - SUSPENDED CEILING N. T. S. 0 NORTH RE615T1!RI =D ARCHITECT NO. AR532 STATE OF IDAHO REFLEGTEC� CEILIN& FLAN SCALE: 1/4 "= 1' -0" SUSPENDED CEILING NOTES: DETAILS AND NOTES MEET THE REQUIREMENT ASTM E 580 -02, STANDARD PRACTICE FOR APPLICATION OF CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS IN AREAS REQUIRING SEISMIC RESTRAINT (ITEM 4. AREAS SUBJECT TO SEVERE SEISMIC DISTURBANCE). PERIMETER: 1. THE UNATTACHED PERIMETER SHALL HAVE A MINIMUM OF 3/4" CLEARANCE AT ENDS OF COMPONENTS. 2. CONTINUOUS STABILIZER BAR TO BE LOCKED TO COMPONENTS ON THE UNATTACHED WALL. 3. PERIMETER TERMINAL COMPONENT ENDS MUST BE SUPPORTED BY A 12 GA. WIRE ON ALL WALLS. BRACING: 4. VERTICAL STRUT MAY BE 3/4" CONDUIT UP TO 6' -0" IN LENGTH. CONNECT BOTH ENDS 5. BRACING WIRES TO BE ATTACHED AT A MAXIMUM OF 45 DEG. TO THE PLANE OF THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION. BRACE WIRES TO BE TAUT AND TIED BOTH ENDS WITH A MINIMUM THREE TIGHTS WRAPS. r W L p `_" w W ° CO H Q Q Q rn C=� co �. i N Q � r w d d I W co z O O r W E z E- C) U E-4 �n W w rn Co W � w �o C\2 W CQ i z CC) W W C\l Q r W L p `_" w W A7 OF 7 1 /lA LIAAV`CD 1►110C ° CrD 00 0 � rn C=� co �. i N "75 d d I W co O O 0) z E- r-1 U) w ° w rn Co E- I J Co C\2 a CQ i CC) W C\l W 0. w A7 OF 7 1 /lA LIAAV`CD 1►110C GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS FOUNDATION CONCRETE CONTINUED WOOD CONTINUED HOLDOWN ANCHORAGE A706 STANDARD ABBREVIATIONS DRAWINGS ALLOWABLE BEARING PRESSURE SLAB ON GRADE OR CONCRETE OVER STEEL DECK ORIENTED STRAND BOARD (OSB) INSTALLATION WELDED WIRE FABRIC 60 A185 CONCRETE INSTALLATIONS, THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL ACCORDING TO THE REFERENCED BUILDING CODE. 1 -1/2" MAX AGGREGATE SIZE. OSB SHALL BE PERFORMANCE RATED BY THE AMERICAN PLYWOOD HOLDOWNS SHALL BE SIMPSON STRONG —TIE OR EQUAL AND SHALL BE DIA OR 4 DIAMETER HOLDOWN REQUIREMENTS 5/8" DWG DRAWING ASSOCIATION (APA). RATED SHEATHING SHALL COMPLY W/ I.C.C. REPORT INSTALLED PER MFR'S SPECS. VERIFY LOCATION OF HOLDOWNS WITH EA AB ANCHOR BOLT CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY GEOTECHNICAL REPORT CONTRACTOR SHALL FOLLOW ACI 302 AGGREGATE SPECIFICATION USING MIN NO. NER -108, EXPOSURE 1. INSTALL PER MANUFACTURER'S ROUGH FRAMING LAYOUT TO ENSURE PROPER AND ACCURATE ELEV ACI AMERICAN CONCRETE INSTITUTE NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN ENGINEERING STRUCTURAL SOLUTIONS RECOMMENDS THAT A GEOTECHNICAL OF #8 AND #4 AGGREGATES TO PROVIDE A WELL GRADED AGGREGATE MIX. RECOMMENDATIONS. APA —RATED PLYWOOD AND OSB MAY BE USED INSTALLATION. EIN AISC AMERICAN INSTITUTE OF STEEL. CONSTRUCTION EXPERIENCED CONTRACTOR AND /OR WORKERS WHO HAVE A WORKING REPORT BE COMPLETED PRIOR TO CONSTRUCTION, IN THE EVENT THAT A FINISH FLOOR INTERCHANGEABLY, PLYWOOD SHALL BE FIVE —PLY SHEATHING CONFORMING 7/8" 10 1/4" ANSI AMERICAN NATIONAL STANDARDS INSTITUTE KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND GEOTECHNICAL REPORT IS NOT PROVIDED, ENGINEERING STRUCTURAL CONTRACTOR SHALL PROVIDE CONTROL JOINTS AT 2�TO 3 TIMES THE SLAB TO APA —THE ENGINEERED WOOD ASSOCIATION W/ GRAIN PERPENDICULAR TO HOLDOWN ANCHORS AT ENDS OF SHEAR WALLS MAY BE ANCHORED TO 1 7/8" ARCH ARCHITECTURAL OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION SOLUTIONS ASSUMES NO LIABILITY FOR THE ENGINEERING EXPERTISE THICKNESS IN FEET O.C. EACH WAY (IE) 4 SLAB =8 TO 12 JOINT SPACING). SUPPORTS, PLYWOOD MAY BE ORIENTED PER SHEARWALL SCHEDULE. PROVIDE THE SLAB WITH EPDXY— GROUTED ALL — THREAD BAR IN DRILLED HOLE. STHD8 ALT ALTERNATE OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS NORMALLY PROVIDED BY A REPUTABLE GEOTECHNICAL ENGINEER. PHD6 BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS, ALL SHEATHING USE SIMPSON SET HIGH STRENGTH EPDXY (ICC ER -5279) OR HILTI HIT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING NOMINAL THICKNESS, SPAN RATING AND HY -150 ADHESIVE SYSTEM (ICC ER -5193. ALTERNATE EPDXY SYSTEMS BOT BOTTOM GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN, ENGINEERING STRUCTURAL SOLUTIONS ASSUMES NO LIABILITY FOR NAILING PATTERN UNO: MAY BE USED PROVIDED THAT ICC REPORTS ARE SUBMITTED AND ORG BEARING APPROVED BY THE ENGINEER PRIOR TO INSTALLATION C CHANNEL GROUNDWATER OR OTHER MEANS OF FLOODING, GRADE MISCELLANEOUS ITEMS CALCULATION AND DESIGN OF MISCELLANEOUS NON— STRUCTURAL ITEMS, SUCH FOUNDATION PREPARATION AS STAIRS, RAILINGS, NON— STRUCTURAL WALLS AND PREFABRICATED STRUCTURAL AS A MINIMUM THE EXISTING SUBBASE SHALL BE FREE OF COBBLES LARGER ITEMS, SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT INCLUDED AND ARE TO THAN 12" IN DIAMETER AND SILT OR CLAY DEPOSITS, BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. EXISTING SUBASE SHALL BE SCARIFIED FOR 12" DEPTH AND COMPACTED CONSTRUCTION MEANS AND METHODS (95% DRY DENSITY), AND 8" OF WELL GRADED 3" MINUS GRANULAR THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE THEY DO NOT MATERIAL BE PLACED ON EXISTING COMPACTED SUBBASE AND COMPACTED ASTM STANDARDS. ALL ENGINEERED WOOD PRODUCTS SHALL BE MANUFACTURED IN ACCORDANCE W/ ESR -1387 OR APPROVED EQUAL. SAWN LUMBER SAWN LUMBER SHALL BE DOUGLAS FIR LARCH, NO. 2 GRADE (UNO). INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL BE (95% DRY DENSITY). SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, CLEAR COVER SEQUENCES AND PROCEDURES, IT SHALL BE THE CONTRACTOR'S GRADE IS DEFINED AS FOLLOWS ALL DIMENSIONS NOT NOTED AS "CLR" ARE TO THE CENTER OF THE BAR, RESPONSIBIUTY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, INTERIOR FOOTINGS: TOP OF SLAB R R FOOTINGS PAD GRADE OR NATURAL GRADE BEFORE LANDSCAPING MIN COVER FOR NON — PRESTRESSED STEEL (U N 0 ) TYPE GRADE ASTM STD ALL WELDED BARS 60 A706 #4 OR LARGER 60 A615 #3 OR SMALLER 40 A615 WELDED WIRE FABRIC 60 A185 FORM —WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND PE (METE . SUBSTITUTION AS ALLOWED BY THE PREVIOUS SECTION, SHALL BE MADE FlR FLOOR PROPERTY (INCLUDING UTILITIES) DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN EXTERIOR FOOTINGS: TOP OF PERMANENT EXTERIOR PAVING OR CONCRETE LOADS ARE NOT EXCEEDED. THAT DESIGN LIVE LOAD PER SQUARE FOOT AS AT LEAST 5 FEET WIDE STARTING AT THE BUILDING PERIMETER. STATED HEREIN IS NOT EXCEEDED. SLAB ON GRADE DIMENSIONS, INSERTS AND OPENINGS SUPPORT BY 6" OF 3" MINUS MATERIAL COMPACTED TO 95% DRY DENSITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SI NDITIONS AND Cl VATIONS WITH ARCHITECTURAL DRAWINGS FOLLOW ACI 1011 RECOMMENDATIONS FOR PLACING CONCRETE CURING STRUCTURAL ELEMENT COVER TOLERANCE CENTER LINE INSTALL PER MFR SPECS, SPECIAL INSPECTION IS REQUIRED DURING ALL 3/8" CLR CLEAR EPDXY— ANCHORED BOLT INSTALLATIONS. SEPARATE PERMIT AND APPROVAL WALLS ( #6 OR LARGER) COL COLUMN MAY BE REQUIRED BY THE BUILDING DEPARTMENT FOR EPDXY 1 1/2" C ONC CONCRETE INSTALLATIONS, HOLDOWN CONT CONTINUOUS DIA EMBED DIA OR 4 DIAMETER HOLDOWN REQUIREMENTS 5/8" DWG DRAWING EMBEDDED ANCHOR BOLTS FOR HOLDOWNS SHALL CONFORM TO THE SST916 EA EACH TABLE CONTAINED BELOW. BOLT DIA SHALL BE AS SPECIFIED BY 9 3/4" EF EACH FACE HOLDOWN MFR. BOLTS SHALL HAVE STANDARD HOOK OR STANDARD HEX -- ELEV ELEVATION HEAD AT EMBEDDED END. 5/8" EQ EQUAL SSTB20' PHD5 EIN EACH WAY HOLDOWN ANCHORAGE, HOLDOWN SUBSTITUTION, AND /OR ANCHORAGE 8 3/4" FF FINISH FLOOR FORM —WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND PE (METE . SUBSTITUTION AS ALLOWED BY THE PREVIOUS SECTION, SHALL BE MADE FlR FLOOR PROPERTY (INCLUDING UTILITIES) DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN EXTERIOR FOOTINGS: TOP OF PERMANENT EXTERIOR PAVING OR CONCRETE LOADS ARE NOT EXCEEDED. THAT DESIGN LIVE LOAD PER SQUARE FOOT AS AT LEAST 5 FEET WIDE STARTING AT THE BUILDING PERIMETER. STATED HEREIN IS NOT EXCEEDED. SLAB ON GRADE DIMENSIONS, INSERTS AND OPENINGS SUPPORT BY 6" OF 3" MINUS MATERIAL COMPACTED TO 95% DRY DENSITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SI NDITIONS AND Cl VATIONS WITH ARCHITECTURAL DRAWINGS FOLLOW ACI 1011 RECOMMENDATIONS FOR PLACING CONCRETE CURING STRUCTURAL ELEMENT COVER TOLERANCE FOOTINGS AND SLAB ON GRADE 3" 3/8" WALLS ( #5 OR SMALLER) 1 1/2" 3/8" WALLS ( #6 OR LARGER) 2" 1/2" ELEVATED SLABS, BEAMS AND COLUMNS 1 1/2" 3/8" PREFABRICATED PLYWOOD WEB IJOSST ACCORDING TO THE FOLLOWING SCHEDULES: FT FOOT PREFABRICATED PLYWOOD WEB I— JOIST /PURUNS SHALL BE DESIGNED, FIG FOOTING FABRICATED AND ERECTED IN ACCORDANCE W/ THE LATEST EDITION OF I.C.C. REPORT ESR -1153. CONNECTIONS AND BEARING MATERIAL SHALL BE DESIGNED AND DIMEN DNS, CO L FURNISHED BY A JOIST FABRICATOR. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE AND QUALITY CONTROL. ARCHITECT IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE LAP SPLICES ADDITIONAL MEMBERS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT DRAWINGS. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED BACKFILL LENGTHS SHALL BE PROVIDED PER THE FOLLOWING TABLE. (U.N.O. MECHANICAL EQUIPMENT. BEFORE START OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE BACKFILL SHALL NOT BE PLACED AGAINST EXTERIOR WALLS UNTIL THE TACK WELDING OF REINFORCING BARS NOT ALLOWED.) CONTRACTOR. WHERE DISCREPANCIES OCCUR IN THESE DRAWINGS, NOTES INTERIOR FLOOR SYSTEM CAN ADEQUATELY BRACE THE WALL. WHERE BRIDGING INTERFERES W/ MECH OR OTHER INSTALLATIONS, AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. BACKFILL AND RECOMPACT ALL TRENCHES. (MIN 90% DRY DENSITY) CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE DRAINAGE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION, PROVIDE ADEQUATE DRAINAGE AWAY FROM THE STRUCTURE. STANDARDS CONCRETE WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING MATERIAL BUILDING CODE, MINIMUM 28 DAY COMPRESSIVE STRENGTH SLAB ON GRADE, FOOTINGS, AND WALLS ......3000 PSI (DESIGNED FOR 2500) TYPICAL DETAILS AND NOTES TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY MAXIMUM W/C RATIO ............. ...........................0.50 I S ARE REMOVE BRIDGING AFTER DECK IS IN PLACE AND REPLACE W/ ADDITIONAL MFR SUPPLIED HORIZ STRUT BRACING AT TOP AND BOTTOM CHORDS. PROVIDE 2" (NOMINAL) SOLID BLOCKING BETWEEN JOISTS AT SUPPORTS. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR EQUIVALENT W/ CURRENT I.C.C. APPROVAL. INDICATED Al A SPECIFIC LOCATION ON PLANS. WHERE NO DETA L SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE CAST-IN-PLACE GENERAL STRUCTURAL. NOTES EPDXY GROUTED ALTERNATE ALTERNATE HORIZONTAL EMBEDDED BOLT MIN 1 3/4" EDGE DISTANCE) SSTB BOLT S DIA. L PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING STRUCTURAL A KIP (1,000 LBS.) CONCRETE OR MASONRY SHALL BE TREATED DOUGLAS FIR. BOTTOM PLATES P HOLDOWN PLF EMBED DIA EMBED POUR R HTT16 5/8" 7 1/4" 5 7 1/4" SST916 SSTB20 HTT22 5/8" 9 3/4" 5/8" 9 3/4" SSTB24 -- PHD2 5/8" 7 1/4" 5/8" 7 1/4" STB16 SSTB20' PHD5 5/8" 8 3/4" 5/8" 8 3/4" STB20 SSTB24* PHD6 7/8" 10 1/4" 7/8" 10 1/4" ST828 SSTB34' HDQ8 7/8" 1 14" 1 7/8" 1 14" ST828 SSTB34• ' SSTBL MODELS SHALL BE PROVIDED AT HOLDOWNS ON 2 -2x AND 3x BOTTOM PLATES STRAP TIE HOLDOWN STRAP TIE HOLDOWN STHD8 HTT16, PHD2 STHD10 HTT22, PHD5 STHD14 PHD6 INDICATED Al A SPECIFIC LOCATION ON PLANS. WHERE NO DETA L SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE GSN GENERAL STRUCTURAL. NOTES OC HORIZ HORIZONTAL EMBEDMENT DEPTH OF HOLDOWN ANCHOR BOLTS SHALL BE MEASURED 8C INTERNATIONAL BUILDING CODE OPPOSITE INFO INFORMATION PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING STRUCTURAL K KIP (1,000 LBS.) CONCRETE OR MASONRY SHALL BE TREATED DOUGLAS FIR. BOTTOM PLATES KSI KIPS PER SQUARE INCH PLF L ANGLE T &B LL DOUBLE ANGLE POUNDS PER SQUARE FOOT LLH LONG LEG HORIZONTAL POWDER ACTUATED FASTENERS W/ 1" EMBEDMENT AT 32" O.C. MAX. LLV LONG LEG VERTICAL TONGUE AND GROVE LO LOW REQ'D MFR MANUFACTURER BRICK VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOWING BY MAX MAXIMUM SIMILAR MECH MECHANICAL SDI (1—SECOND PERIOD) ......... ...........................0.25 MIN MINIMUM TOC MISC MISCELLANEOUS R. NTS NOT TO SCALE ALL NAILS, EXCEPT 16d, SHALL BE COMMON WIRE NAILS UNO. 16d NAILS ANALYSIS PROCEDURE ......... EQUIVALENT LATERAL —FORCE TOD INDICATED Al A SPECIFIC LOCATION ON PLANS. WHERE NO DETA L SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE CONCRETE SLUMP ......... ..............................4 INCHES (a.) WHERE SPLICES ARE STAGGERED AT LEAST ONE LAP OC ON CENTER BOTTOM PLATES (SOLE PLATES) EMBEDMENT DEPTH OF HOLDOWN ANCHOR BOLTS SHALL BE MEASURED PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OPP OPPOSITE EXTERIOR WALLS OR SHEARWALLS: BOTTOM PLATES RESTING ON FROM TOP OF SLAB TO BOTTOM OF ANCHOR BOLT, UNO ON PLAN, PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING STRUCTURAL PL PLATE CONCRETE OR MASONRY SHALL BE TREATED DOUGLAS FIR. BOTTOM PLATES INCREASE LENGTH OF BOLT AT STEMWALL AS REQUIRED. II PLF POUNDS PER LINEAR FOOT SHALL BE ANCHORED TO THE FOUNDATION W/ 5/8 "0 ANCHOR BOLTS T &B TOP AND BOTTOM PSF POUNDS PER SQUARE FOOT EMBEDDED 7" MIN IN CONCRETE (GRADE A307) U.N.O BRICK VENEER ANCHOR TIES POWDER ACTUATED FASTENERS W/ 1" EMBEDMENT AT 32" O.C. MAX. PSI POUNDS PER SQUARE INCH TONGUE AND GROVE SHOP DRAWINGS AIR ENTRAINMENT ...........................6% REQ'D REQUIRED INTERIOR BEARING AND PARTITION WALLS: BOTTOM PLATES RESTING ON BRICK VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOWING BY TO 9M SIMILAR INDICATED Al A SPECIFIC LOCATION ON PLANS. WHERE NO DETA L SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE CONCRETE SLUMP ......... ..............................4 INCHES (a.) WHERE SPLICES ARE STAGGERED AT LEAST ONE LAP CONCRETE OR MASONRY AT NON SHEARWALL LOCATIONS SHALL BE TREATED HOHMANN & BARNARD OR EQUAL, SPEC SPECIFICATION PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY 3" 8d LENGTH USE THESE LAP LENGTHS DOUGLAS FIR. BOTTOM PLATES SHALL BE ANCHORED TO FOUNDATION W/ PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING STRUCTURAL STD STANDARD OMIT INFORMATION FOR CLARITY, CEMENT TYPE, ....................... . ..................... II SOLUTIONS' RECORDS. 3/8 "0 EXPANSION ANCHORS W/ 3" EMBEDMENT AT 48" O.C. MAX OR 0.145 "7. 315 —BT FLEXIBLE DOVETAIL BRICK TIE W/ SEISMIC CLIP INTERLOCKING T &B TOP AND BOTTOM ANCHORS RECORD OR AUTHORIZED TESTING AGENCY. GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE (b.) WHERE MORE THAN 1/3 OF BARS ARE SPLICED AT POWDER ACTUATED FASTENERS W/ 1" EMBEDMENT AT 32" O.C. MAX. SYSTEM T&G TONGUE AND GROVE SHOP DRAWINGS AIR ENTRAINMENT ...........................6% AT EXTERIOR CONCRETE ONE LOCATION USE THESE LAP LENGTHS 1,300,000 PSI USE GROUP ............... .............. .... .... TO TOP OF SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP SDS(SHORT PERIOD) ............ ...........................0.65 3% AT INTERIOR CONCRETE SDI (1—SECOND PERIOD) ......... ...........................0.25 NAILS DW -10 —X SEISMIC ANCHOR W/ SEISMIC CLIP INTERLOCKING SYSTEM TOC TOP OF CONCRETE DRAWINGS ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE R. 6.5 WELDING ALL NAILS, EXCEPT 16d, SHALL BE COMMON WIRE NAILS UNO. 16d NAILS ANALYSIS PROCEDURE ......... EQUIVALENT LATERAL —FORCE TOD TOP OF DECK STRUCTURAL DRAWINGS, REVIEW DOES NOT INDICATE THAT THE SHOP ALL CONCRETE SHALL BE REGULAR WEIGHT OF 145 POUNDS PER CUBIC WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL MAY BE SINKERS OR BOX UNO ON PLANS OR SCHEDULES, NAILS SHALL INSTALLATION TOF TOP OF FOOTING DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR CORRECTNESS FOOT USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33. CONFORM TO AWS D1.4 BENDING AND SHALL BE MADE ONLY AT LOCATIONS BE DRIVEN SO THAT HEADS ARE FLUSH W/ WOOD SURFACE. OVER OR MAXIMUM SPACING SHALL BE 16" O.C. HORIZONTAL AND VERTICAL. TOL TOP OF LEDGER SHALL REST WITH THE CONTRACTOR, ANY CHANGES, SUBSTITUTIONS, OR LATERAL EARTH PRESSURE BASEMENT WALL ...................50 SHOWN ON PLANS OR DETAILS. ALL REINFORCING SHALL BE BENT COLD. UNDER DRIVEN NAILS WILL NOT BE ACCEPTABLE. 35 PCF TOP TOP OF PANEL BARS SHALL NOT BE UN —BENT ANO RE —BENT PROVIDE CONTINUOUS HORIZONTAL GALVANIZED #9 WIRE IN CENTER THIRD TOS TOP OF STEEL DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED, ANY OF THE BATCHING, MIXING, AND TRANSPORTING AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S BATCHING, MIXING, AND TRANSPORTING CONCRETE SHALL BE PER REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. THE SHOP DRAWINGS DO ACI 304R. PLACE AND DETAIL NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ALL BARS SHALL BE DETAILED AND PLACED PER CRSI SPECIFICATIONS AND ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND HANDBOOK. DOWEL ALL VERT REINFORCING TO FOUNDATION. SECURELY TIE THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING APPROVED BY THE ENGINEER OF RECORD. ALL BARS IN LOCATION BEFORE PLACING CONCRETE, F THE ADE UACY NAIL SIZE SHANK DIA LENGTH 16d 0.135" MIN 3 1/2' 10d 0.148" 3" 8d 0.131 2 1/2" OF MORTAR JOINTS AT 16" O,C., ENGAGE #9 WIRE WITH ALL ANCHOR TIES. TOW TOP OF WALL TYP TYPICAL WHEN STUDS ARE USED FOR BACKUP SUPPORT, STUDS SHALL BE SPACED UBC UNIFORM BUILDING CODE AT 16" O,C. MAXIMUM SPACING OF STUD BACKUPS SHALL BE 16" O,C. LINO UNLESS NOTED OTHERWISE STUDS SHALL BE COVERED WITH 1/2" SHEATHING AND APPROVED PAPER, VERT VERTICAL W WIDE FLANGE STRUCTURAL SOLUTIONS SHALL NOT BE RESPONSIBLE OR Q OF ENGINEERING DESIGNS PERFORMED BY OTHERS, FIVE WORKING DAYS PORTLAND CEMENT SHALL CONFORM TO ACI 318 CHAPTER 3.2 WOOD CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE PROVIDED AS W / WITH SHALL BE ALLOWED FOR THE ENGINEER'S REVIEW. CONTRACTOR SHALL THREADS TO PREVENT LOOSENING QUALITY ASSURANCE PLAN BOLTS AND LAG SCREWS PER THE ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A MAXIMUM W/0 WITHOUT PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING STRUCTURAL NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING GENERAL ALL BOLTS SHALL BE INSTALLED IN HOLES BORED W/ A BIT 1/16 INCH OF 30' -0" O.C. FOR BRICK VENEER AND A MAXIMUM OF 15' -0" O.C. FOR WT WEIGHT SOLUTIONS' RECORDS. AND CONCRETE PLACEMENT, UNLESS APPROVED BY THE ENGINEER OF SAWN FRAMING LUMBER SHALL COMPLY W/ THE LATEST EDITION OF THE LARGER THAN THE DIAMETER OF THE BOLT. MASONRY BLOCK VENEER. ROOF ELEMENTS: TRUSSES AND JOIST ANCHORS RECORD OR AUTHORIZED TESTING AGENCY. GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE FABRICATION AND HANDLING SHALL CONFORM W/ THE LATEST AITC AND FRAMING ANCHORS, HANGERS AND OTHER MISC HARDWARE SPECIFIED ON MOLD 2003 IBC WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE CUT WASHERS SHALL BE PLACED UNDER BOLT HEADS AND NUTS. SPOIL MOLD CONCERNS AND PREVENTION IS OUT OF ENGINEERING STRUCTURAL WATER SHALL NOT BE ADDED AT THE JOB SITE SUCH THAT THE MAXIMUM STAMPED W/ THE GRADE MARK OF AN APPROVED LUMBER GRADING THREADS TO PREVENT LOOSENING QUALITY ASSURANCE PLAN SOLUTIONS' SCOPE OF SERVICES. ENGINEERING STRUCTURAL SOLUTIONS SHALL W/C RATIO IS EXCEEDED, AGENCY. LAG BOLTS SHALL BE INSTALLED IN PRE — DRILLED HOLES 40% TO 70% OF A QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR THIS PROJECT, BE HELD HARMLESS, TO THE EXTENT OF THE LAW, FOR ALL MOLD PREVENTION AND MOLD RELATED CONCERNS. FORM WORK DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD— BEARING STUDS W /OUT THE DIA OF THE LAG SCREW AND INSTALLED BY TURNING W/ A WRENCH, DEAD.................... .............................30 FORM WORK SHALL BE PER ACI 347R. PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. PSF DEFLECTION LIMITS 80" ROOF ELEMENTS: TRUSSES AND JOIST ANCHORS BASIS FOR DESIGN PI ArING FABRICATION AND HANDLING SHALL CONFORM W/ THE LATEST AITC AND FRAMING ANCHORS, HANGERS AND OTHER MISC HARDWARE SPECIFIED ON GOVERNING BUILDING CODE: ........... ..... ....... ...... 2003 IBC GRAVITY DESIGN (b) 1.7 LAP ROOF 18" DEAD.................... .............................20 PSF ROOF SNOW LOAD .......... .............................35 PSF IS (SNOW LOAD IMPORTANCE FACTOR) .......................... 1.0 DRIFTING PER IBC CHAPTER 16 #6 FLOOR 48" DEAD.................... .............................30 PSF UVE ............................ ...... ............60 PSF DEFLECTION LIMITS 80" ROOF ELEMENTS: TRUSSES AND JOIST 59" TOTAL LOAD ............. ............................... L/240 LIVE LOAD ........ ............................... ..... L/360 FLOOR ELEMENTS: TRUSSES AND JOIST 92" TOTAL LOAD ............. ............................... L/240 LIVE LOAD .............. ............................... L/720 SEISMIC DESIGN 1,300,000 PSI USE GROUP ............... .............. .... .... ......I IE ........................... ............................1.0 48/24 SDS(SHORT PERIOD) ............ ...........................0.65 8d AT 12" O.C. SDI (1—SECOND PERIOD) ......... ...........................0.25 CDX SITE CLASS ................. ............................... D LATERAL SYSTEM .... ...........................WOOD SHEARWALLS R. 6.5 SEISMIC COEFFICIENT (ASD) .......... ....................... 0.07 ANALYSIS PROCEDURE ......... EQUIVALENT LATERAL —FORCE PROCEDURE PORTION OF SNOW LOAD INCLUDED ........................... 20% WIND DESIGN 60/32 BASIC WIND SPEED ......... ............................... 90 MPH EXPOSURE ................... ............................... B Iw........................... ............................ SOILS SOIL BEARING PRESSURE .... ...........................1500 PSF SOIL BEARING PRESSURE W 1/3 INCREASE FOR .............2000 PSF FOR WIND OR SEISMIC LATERAL EARTH PRESSURE BASEMENT WALL ...................50 PCF LATERAL EARTH PRESSURE CANTILEVERED RETAINING WALL ....... 35 PCF MINIMUM FROST COVER. ................... ........... 36 INCHES PLACING OF CONCRETE SHALL BE PER ACI 304R. PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ACI 304,2R, REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE CLEAN AND FREE FROM FOREIGN DEBRIS, REINFORCING AND OTHER EMBEDDED ITEMS SHALL BE TIED IN PLACE AND CARE SHALL BE TAKEN TO ENSURE THAT EMBEDDED ITEMS ARE NOT DISPLACED WHILE PLACING CONCRETE, CONTRACTOR SHALL ENSURE THAT PROPER COVER IS MAINTAINED AT ALL REINFORCING DURING PLACEMENT, CONSOLIDATION CONSOLIDATION OF FOOTINGS, WALLS, SLABS ON GRADE, BEAMS, COLUMNS, AND ELEVATED SLABS SHALL BE PER ACI 309R. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. WHERE THE CONGESTION OF REINFORCING RESTRICTS THE USE OF A STANDARD HOSE NOZZLE, A REDUCED HOSE NOZZLE MAY BE USED OR AT THE CONTRACTOR'S OPTION PORTS MAY BE BORED INTO THE SIDES OF THE WALL FORMS. EMBEDDED ITEMS EMBEDDED ITEMS SHALL BE PLACED PER ACI 318 SECTION 6.3. CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LARGER IN DIAMETER THAN 1/3 THE OVERALL THICKNESS OF THE SLAB, BEAM, OR WALL IN WHICH THEY ARE EMBEDDED AND SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS OR ELEMENT WIDTHS ON CENTER. COLD WEATHER CONCRETING LARGE EMBED ITEMS SHALL BE HEATED TO AT LEAST 32' F PRIOR TO PLACEMENT IN CONCRETE, FROZEN SUBGRADE SHALL BE THAWED TO THE MINIMUM FROST DEPTH AS SPECIFIED IN THE BASIS FOR DESIGN. CONCRETE TEMPERATURE WHILE PLACING SHALL BE 55' F AND MAINTAINED OVER THE NEXT 72 HOURS, THE MAXIMUM ALLOWABLE TEMPERATURE DROP OVER THE NEXT 24 HOURS IS 50' F. CONCRETE TEMPERATURES SHALL BE CHECKED AT LEAST 2 TIMES PER DAY AND NOT CLOSER THAN 8 HOURS, WHEN CONCRETE IS PLACED IN COLD WEATHER CONDITIONS ACCELERATOR ADMIXTURES MAY BE USED WHEN CONCRETE STRENGTH IS INCREASED BY 25% (750 PSI MIN) AS SPECIFIED IN CONCRETE SECTION. PRIOR TO REMOVAL OF FORMS AND SHORING, CONCRETE STRENGTH SHALL REACH 1000 PSI COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. A DETAILED REPORT SHALL BE SUBMITTED WITH THE CONCRETE MIX DESIGN AND PROTECTION PROCEDURES PRIOR TO PLACEMENT OF CONCRETE TO THE ENGINEER. SIZE SPECIES & GRADE 2x4 STUDS, BLOCKING, TOP PLATES DOUGLAS FIR LARCH, STUD GRADE REBAR LAP SCHEDULE BAR (a) LAP (b) 1.7 LAP #3 18" 31" #4 18" 31" #5 23" 39" #6 28" 48" #7 36" 62" #8 47" 80" #9 59" 101" #10 75" 128" #11 92" 157" GLUE - LAMINATED BEAMS (GL) MATERIALS GL BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F —V4 AT SIMPLE SPAN BEAMS AND 24F —V8 AT CANTILEVERED AND MULTI —SPAN BEAMS, LINO, AND SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =2,400 PSI Fv = 190 PSI Fc (PARALLEL) = 1650 PSI Fc (PERPENDICULAR) = 650 PSI E = 1,800,000 PSI BEAMS SHALL BE MANUFACTURED W/ 2000' RADIUS MIN CAMBER UNLESS CAMBER IS SPECIFICALLY NOTED ON THE DRAWINGS. LAMINATED VENEER LUMBER (LVL) OSB LVL SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =2,600 PSI Fv = 285 PSI Fc (PERPENDICULAR) = 750 PSI Fc (PARALLEL) = 2310 PSI E = 1,900,000 PSI PARALLEL STRAND LUMBER (PSL) 32/16 PSL SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =2,900 PSI Fv = 290 PSI Fc (PERPENDICULAR) = 750 PSI Fc (PARALLEL) = 2900 PSI E = 2,000,000 PSI LAMINATED STRAND LUMBER (LSL) 8d AT 12" O.C. LSL SHALL HAVE THE FOLLOWING MIN PROPERTIES: Fb =1,700 PSI Fv = 400 PSI Fc (PERPENDICULAR) = 680 PSI Fc (PARALLEL) = 1400 PSI E = 1,300,000 PSI THICKNESS MATERIALS USE SPAN RATING EDGE NAILING FIELD NAILING 7/16" OSB WALLS /ROOF 24/16 8d AT 6' O,C, 8d AT 12" O.C. 15/32" OSB WALLS /ROOF 32/16 8d AT 6" O.C. 8d AT 12" O.C. 1/2" CDX WALLS /ROOF 32/16 8d AT 6" O.C. 8d AT 12" O.C, 19/32" OSB ROOF 40/20 8d AT 6" O,C, 8d AT 12" O.C. 5/8" CDX ROOF 40/20 8d AT 6" O.C. 8d AT 12" O.C. 23/32" OSB ROOF 48/24 8d AT 6" O.C. 8d AT 12" O.C. 3/4" T &G CDX FLOOR 48/24 10d AT 6" O.C. 10d AT 12" O.C. 7/8" T &G CDX FLOOR 60/32 10d AT 6" O.C. 10d AT 12" O.C. 1 1/8" T &G CDX FLOOR 60/32 10d AT 6" O.C. tOd AT 12" O.C. PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG —TIE CO., INC., OR EQUIVALENT W/ CURRENT I.C.C. APPROVAL, WHERE METAL CONNECTORS, ANCHORS, FASTENERS, ETC, ARE INSTALLED IN OR EXPOSED TO POTENTIALLY CORROSIVE ENVIRONMENTS OR MATERIALS, (LE. PRESSURE TREATED WOOD, FIRE RETARDANTS, DISSIMILAR METALS, ETC.), APPROPRIATE MEASURES SHALL BE TAKEN (I.E. USE OF CORROSIVE RESISTANT METAL, PROPER APPLICATION OF ADEQUATE PROTECTIVE COATING, ETC.) IN ORDER TO PROTECT THE HARDWARE AGAINST DAMAGE THAT MAY ADVERSELY AFFECT ITS LOAD CARRYING CAPACITY. REFER TO MFR FOR SPECIFIC APPLICATION, LIMITATIONS, OR ADDITIONAL REQUIREMENTS, PREFAB WOOD TRUSS MANUFACTURER ALL PREFABRICATED TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER. DESIGN BOTTOM CHORDS OF ROOF TRUSSES ACTING AS CEILING MEMBERS MUST BE ABLE TO SUPPORT A 10 PSF NON— CONCURRENT LIVE LOAD PER THE GOVERNING BUILDING CODE REQUIREMENTS. DESIGN OF TRUSS SHALL BE PER THE LOADS LISTED IN THE BASIS FOR DESIGN THE TRUSSES SHALL BE DESIGNED TO CARRY ANY ADDITIONAL LOADS DUE TO MECH UNITS, OVERHEAD DOORS, ROOF OVERBUILDS, UP OR DOWN LATERAL OVERTURNING FORCES, ETC.... DESIGN MUST ALSO TAKE INTO ACCOUNT UNBALANCED SNOW LOADS, SNOW DRIFTING, INCREASED SNOW LOADS ON EAVES AND IN VALLEYS, IMPACT LOADS FROM FALLING SNOW AND ICE, ETC..... TRUSS MEMBERS SHALL BE DESIGNED FOR COMBINED STRESSES BASED ON THE WORST LOADING CONDITION. TRUSS BEARING LENGTHS SHALL NOT EXCEED WIDTH OF SUPPORTING ELEMENTS AS INDICATED ON PLANS. TRUSS MFR RESPONSIBLE HANGER SPECIFICATIONS FOR: TRUSS —TO— TRUSS; TRUSS —TO —BEAM; TRUSS —TO— LEDGER TRUSS BRACING THE TRUSS MFR SHALL INDICATE PROPER BRACING OF MEMBERS AS WELL AS BRACING FOR TRUSS ERECTION. INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES PER THE TRUSS MFR'S RECOMMENDATIONS AND SPECIFICATIONS. NO WEB OR CHORD MEMBERS SHALL BE MODIFIED IN THE FIELD W/O PRIOR WRITTEN APPROVAL OF TRUSS MFR. SHEET INDEX SHEET NO. SHEET TITLE REVISION SA #1 SA #2 S0.1 GSN STD ABBREVIATIONS SHEET INDEX IDAHO FALLS, IDAHO 83401 O A Phone: 552 GISTt; R�O �•��p S1.1 FOUNDATION PLAN QQO w S1.2 LOWER SHEARWALL PLAN z 1_4 S1.3 UPPER SHEARWALL PLAN � u ,AN ��OF S2.1 FLOOR FRAMING PLAN I'D P� �9 kF�L BA THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVL PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. S3.1 ROOF FRAMING PLAN CQ S4.1 TYPICAL DETAILS cd N S4.2 TYPICAL DETAILS S5.1 FOUNDATION DETAILS z S6.1 ROOF FRAMING DETAILS o C° APPROVED _ �BU1L "r i Is RE615TERED ARCHITECT NO. ARb52 NEWELL M. GOLDSBERRY I STATE OF IDAHO W z U 124 a V z Q Q E4 z Q w I� Z O , � Q w � 1:4 W W z r� SEAL: S i u C T u x A I. u� 4943 NORTH 29TH EAST, STE A �S5�ONAC LNG F z IDAHO FALLS, IDAHO 83401 O A Phone: 552 GISTt; R�O �•��p (208) -9874 QQO w [ Fax: (208) 552 -9302 11697 z 1_4 - � u ,AN ��OF z W I'D P� �9 kF�L BA THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVL PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 RE615TERED ARCHITECT NO. ARb52 NEWELL M. GOLDSBERRY I STATE OF IDAHO W z U 124 a V z Q Q E4 z Q w I� Z O , � Q w � 1:4 W W z r� Uri Z CD w E SO-1 OFI( —4 ce) o E O m TT ll V A c0 1_4 - � u o woo O CQ cd N z w o C° W. x CO CO I C\2 C\2 r V E_ CO H Uri Z CD w E SO-1 OFI( 0 z H Q Q Q w W � Q Z � � O . a � � � Q 00 �4 4 W z U z " cr) 0 CO rn A w N U 2 a O w CO n2 C o Fe E— � CO ri 5 SHEARWALL PLAN NOTES 1. A , B .. INDICATE SHEARWALLS AND LENGTH SPECIFIED BY HATCHING, SEE H LE ON THIS SHEET, ■ 2. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS AN 0 TYPE SHEARWALL, UNLESS NOTED OTHERWISE. 3. ALL HOLDOWNS AT ENDS OF SHEARWALLS WHERE INDICATED ON THE PLAN ARE SIMPSON TYPE. ATTACHMENT REQUIREMENTS TO WALL AND FOUNDATION ARE PER SIMPSON. 4. 5/8 ANCHOR BOLTS W /7" EMBEDMENT INTO CONCRETE SHALL BE INSTALLED AT 48" O.C. MAXIMUM AT ALL SOLE PLATES UNLESS OTHERWISE REQUIRED PER THE SHEARWALL SCHEDULE. ALL SHEARWALLS REQUIRE 3/16x2x2 PLATE WASHER SEE SHEARWALL SCHEDULE, 5. STHD14, INDICATES HOLDOWN AT FOUNDATION, SEE DETAIL 14/S4.2. 6. HTT22, INDICATES HOLDOWN BETWEEN DLOORS, SEE DETAIL 20/S4.2, U.N.O. 1 U a w z �0 Lf LOW 0 : 1 /4 " =1 '—O" ApPRpVED �i BUILDING INSPEC C 1. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16' O.C. MAXIMUM. 2. ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED 7 INCHES INTO CONCRETE. EXPANSION BOLTS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SUB OR SUB STEPOOWN) PER GENERAL STRUCTURAL NOTES. 3, A MINIMUM OF 2 ANCHOR BOLTS SHALL BE USED ON EACH SILL PLATE PIECE. PROVIDE i ANCHOR BOLT MINIMUM WITHIN 9 INCHES OF EACH END OF EACH PIECE, AND NO CLOSER THIN 4 1/2' TO END OF PLATE. 4. PROVDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEAR WALLS UNLESS NOTED OTHERWISE ON PLANS OR DUALS. 5. BLOCK ALL PANEL EDGES AND EDGE NAL SHEATHING AT BLOCKED EDGES. SEE TYPICAL SHEARWALL CONSTRUCTION DETAIL. 6. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUME AST OR SOLID BLOCKING UNLESS NOTED 07 ERWX 7, FOR 5/8" TO 3/4" THICK FLOOR SHEATHING, 3 1/4' tMIN) LONG NAILS SMALL BE USED. FOR 7/8' TO 1 1/8' THICK FLOOR SHEATHING, 3 1/2 (MIN) LONG NAILS SHALL BE USED. 8. 6' LONG SOS SCREWS SHALL ENGAGE BOTH PLATES, AND FRAMING BELOW. 9. PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE IN CONTACT WITH CONCRETE. 10. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE. HOWEVER, NUT AND WASTER SHALL NOT BE RECESSED INTO SILL PLATE. 11. ALL NUTS SHALL. HAVE 3 /16'x2"x2 PLATE WASHERS. MARK SHEATHING MATERIAL EDGE NAILING STAPLES FIELD NAILING BOTTOM PLATE ATTACHMENT O 7/1 O.S.B. BLOCKED ONE AT 6 O.C. 1 -1/2' 16 CAGE s Bel AT 12 O.C. 5/8 AS AT 48 O.C. SIDE OF WALL CQ LJ'j AT 3-1/2' O.C. �� 16d STAGGERED AT 5 1/2' 0 O 7/1 O.S.B. BLOCKED ONE 8d AT 4' O.C. 1 -1/2" 16 GAGE AT 12 O.C. 5 8'0 AS AT 42 O.C. c SIDE OF WALL w AT 2 -1/2* O.C. 16d STAGGERED AT 4' O.C. C\l CQ a 7/16" O.S.B. BLOCKED ONE SIDE OF FRAMING PANEL I -1 2 16 GAGE 5/8 * AS AT 17' O.C. © WALL, AT ADJOINING Bd AT 3" O.C. T 2" D.C. d AT 12" O.C. EDGES SHALL BE *DM 2x OR SINGLE . 16d STAGGERED AT 3' O.C. 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 Fax: (208) 552-9302 SEAL: ,Sg\ONAL EN 11697 A THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WLTIIOUT WRTITEN CONSENT. ALL RIGHTS ARB RESERVED. COPYRIGHT 2006 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 REC715TERED ARCHITECT NO. AR852 NEWELL M. GOLDSBTRRY L I STATE OF IDAHO w U O O� W T � V 1 z 0 w IY 0 z I---I Q 1� Q H z Q w Q E-+ 1� i Z U) O 1—I U) Q U) w� w Oo Ix w a 51.2 OFt( 2' -4 12' -4" 12' -7" 4' -5" L 2., y 10 E .. 1 o CO CQ �.J Aco CQ LJ'j w �� I o - c w o � C\l CQ a �� Wa z 0 w IY 0 z I---I Q 1� Q H z Q w Q E-+ 1� i Z U) O 1—I U) Q U) w� w Oo Ix w a 51.2 OFt( 2' -4 12' -4" 12' -7" 4' -5" L 2., y SHEARWALL PLAN NOTES 1. A\, EDU . . . INDICATE SHEARWALLS AND LENGTH SPECIFIED BY HATCHING, SEE H LE ON THIS SHEET, 2. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED AS AN ® TYPE SHEARWALL, UNLESS NOTED OTHERWISE. 3. ALL HOLDOWNS AT ENDS OF SHEARWALLS WHERE INDICATED ON THE PLAN ARE SIMPSON TYPE. ATTACHMENT REQUIREMENTS TO WALL AND FOUNDATION ARE PER SIMPSON. 4. 5/8 "0 ANCHOR BOLTS W /7" EMBEDMENT INTO CONCRETE SHALL BE INSTALLED AT 48" O.C. MAXIMUM AT ALL SOLE PLATES UNLESS OTHERWISE REQUIRED PER THE SHEARWALL SCHEDULE, ALL SHEARWALLS REQUIRE 3/16x2x2 PLATE WASHER SEE SHEARWALL SCHEDULE. 5. STHD14, INDICATES HOLDOWN AT FOUNDATION, SEE DETAIL 14/S4.2. 6. HTT22, INDICATES HOLDOWN BETWEEN MOORS, SEE DETAIL 20/S4,2, U.N.O. s 0 0 W z U a zip HTTN2 :Bl) h HTTJ2 —J II II n II II II u ❑0 C— — — — — — — — — — — — — — — — — U rr = I I I M I I I A 1 Fokm Z H 1 $ — O" 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 Fax: (208) 552-9302 SEAL: ZS \ONAE EN rG,\STF A 11 .697 ,'l A, o 9 � OF 10P� \CL BA THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WMIOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGINHERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 RE615TERED ARCHITECT NO. MZ52 NEWELL ILL GOLDSBERRY U 5TATE OF IDAHO II I I /j Zp 0 it APPROVED u �IiL co BUILDING INSPECT^ 0 SHEARWALL SCHEDULE u n 1. FRAMING MEMBER SUPPORTING MATERIAL. SHALL BE SPACED AT 16" O.C. MAXIMUM. I I 2. ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED 7 INCHES INTO CONCRETE. EXPANSION BOLTS � W o� MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEPDM) PER I I GENERA. STRUCTURAL NOTES, 3. A MINIMUM OF 2 ANCHOR BOLTS SHALT. BE USED ON EACH SILL PLATE PIECE. PROVIDE 1 ANCHOR BOLT MINIMUM WITHIN 9 INCHES OF EACH END OF EACH PIECE, AND NO CLOSER THAN 4 1/2' TO END OF PLATE. II 4. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEAR WALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS I I 5. BLOCK ALL PANEL EDGES AND EDGE NAL SHEATHING AT BLOCKED EDGES. SEE TYPICAL SHEARWALL TT rr l� coC> CONSTRUCTION DETAIL 6. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE JOIST OR SOLID BLOCKING UNLESS NOTED OTHERWISE. w 7, FOR 5/8' TO 3/4" THICK FLOOR SHEATHING, 3 1/4' tMIN) LONG NAILS SHALL BE USED. Q FOR 7/8' TO 1 1/8" THICK FLOOR SHEATHING, 3 1/2 (MIN) LONG NAILS SHALL BE USED. S. 6' LANG SDS SCREWS SHALL ENGAGE BOTH PLATES, AND FRAMING BELOW. 9. PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE IN CONTACT WITH CONCRETE. T � V 1 10. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE. HOWEVER, NUT AND WASHER SHALL NOT BE RECESSED INTO SILL PLATE. 11. ALL NUTS SHALL HAVE 3/16'xfx2" PLATE WASHERS. MARK SHEATHING MATERIAL EDGE NAILING STAPLES FIELD NAILING BOTTOM PLATE ATTACHMENT 5/8 AB AT 48 O.C. M� OA 7/16" O.S.B. BLACKED 1 -1/2" 16 CAGE / 8d AT 6 O.C. Bd AT 12' O.C. ONE SLOE OF WALL AT 3-1 2 O.C. 16d STAGGERED AT 5 i 0. n 7/16' O.S.B. BLOCKED 8d AT 4 O.C. 1-1/2" 16 GAGE 8d AT 12" O.C. 5 8* AB AT 42 O.C. ONE SIDE OF WALL AT 2-1/2 O.C. 16d STAGGERED AT 4 O.C. 7/16' O.S.B. BLOCKED ONE SIDE OF FRAMING PANEL 1 - 1/2' 16 GAGE 5/811 AS AT 17 O.C. © WALL, AT ADJOINING AT 3' O.C. AT 2 O.C. 8d AT 12 O.C. — EDGES SHAH BE *OM 2x OR SINGLE t— 16d STAGGERED AT 3' O.C. 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 Fax: (208) 552-9302 SEAL: ZS \ONAE EN rG,\STF A 11 .697 ,'l A, o 9 � OF 10P� \CL BA THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WMIOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGINHERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 RE615TERED ARCHITECT NO. MZ52 NEWELL ILL GOLDSBERRY U 5TATE OF IDAHO 0 z H-1 Q H—I Q [— z Q w Q H Z U) O U) Q W � 00 f:4 4 a W z P LAJ TITH'I'l sl. ..qly ;LLE 'rt - d..... t w ti .- +4:Y.5WY�YIYM1"3ia. �.:�... 31•Ya,N'CGkIf F.m Y'.0 '�YiW�IW#YIYM"iY .5 > vtt::uias e .4. i$9tq .[rta&.u.x'4YWY4�+. <�G co 0 CO 02 � co .cq cq � W o� O co CQ .TI w a TT rr l� coC> Lo F w cn a Q T � V 1 0 z H-1 Q H—I Q [— z Q w Q H Z U) O U) Q W � 00 f:4 4 a W z P LAJ TITH'I'l sl. ..qly ;LLE 'rt - d..... t w ti .- +4:Y.5WY�YIYM1"3ia. �.:�... 31•Ya,N'CGkIf F.m Y'.0 '�YiW�IW#YIYM"iY .5 > vtt::uias e .4. i$9tq .[rta&.u.x'4YWY4�+. <�G FRAMING PLAN NOTES SCHEDULES: A. 10, @. ... INDICATE BEAMS OR HEADERS, SEE SCHEDULE THIS SHEET. B. "W1". "W2 ", . . . INDICATES WOOD COLUMNS, SEE COLUMN SCHEDULE THIS SHEET. WALLS: A. 2x6 BEARING WALLS SHALL BE FRAMED AT 24" O.C. UNLESS NOTED OTHERWISE, ADD (1) 2x6 BELOW EACH TRUSS WITH SPANS EXCEEDING 35' -0 ", SEE PLAN FOR LOCATIONS. ADD (2) 2x6 BELOW EA GIRDER TRUSS, UNLESS NOTED OTHERWISE. B. KING AND TRIMMER STUDS (FOR 2x6 EXTERIOR WALLS): 8' -0" OPENING OR LESS: (1) KING STUD AND (1) TRIMMER STUD REQUIRED, UNLESS NOTED OTHERWISE. 8' -1" TO 12' -0" OPENING: (2) KING STUDS AND (2) TRIMMER STUDS REQUIRED, UNLESS NOTED OTHERWISE. C. I = INDICATES STRUCTURAL WALLS, SEE PLAN FOR LOCATIONS. 0. C — — — _ 7 INDICATES NON— STRUCTURAL WALLS, SEE PLAN FOR LOCATIONS. E. WHERE DOUBLE TOP PLATES ARE BROKEN, STEPPED, OR PENETRATED W/ PIPES AT THE EXTERIOR WALLS OR INTERIOR SHEARWALLS, CONNECT TOGETHER WITH SIMPSON MSTC40 OR TS22 STRAP, UNLESS NOTED OTHERWISE. FRAMING: A. FASTEN ROOF JOISTS AND TRUSSES AT BEARING POINTS WITH (1) H5 CLIP AT EVERY OTHER JOIST OR TRUSS. FASTEN GIRDER TRUSSES AT BEARING POINTS W/ (2) H5 CLIPS, UNLESS NOTED OTHERWISE. FOR ADDTIONAL INFORMATION SEE DETAIL 12/S4.1 FOR GIRDER TO BEAM ATTACHMENTS. S. PROVIDE FULL BEARING UNDER COLUMNS BETWEEN FLOORS, SEE DETAIL 18/S4.2 C. ALIGN A JOIST OR TRUSS WITH TOP OF SHEARWALL WHERE ROOF FRAMING RUNS PARALLEL WITH WALL. TRUSSES: A. PREFABED WOOD TRUSSES SHALL BE ENGINEERED AND FABRICATED PER THE WOOD TRUSS NOTES, SEE THE GENERAL STRUCTURAL NOTES. TRUSS MANUFACTURER SHALL DESIGN FOR SNOW DRIFT PER GSN. B. TRUSS MANUFACTURER SHALL OPTIMIZE SPACING OF ROOF TRUSSES TO ACCOMMODATE INDICATED LOADS. (SPACING SHOWN AT 24" O.C. FOR SCHEMATIC PURPOSES ONLY). C. TRUSS MANUFACTURER SHALL PROVIDE SIZE OF HANGERS FOR TRUSSES ATTACHED AT ALL GIRDERS. MISC: A. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH ARCHITECTS. B. ROOF SLOPE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS, C. ALL HANGERS, CLIPS AND STRAP CONNECTORS ON THE PLANS AND DETAILS ARE SIMPSON STRONG TIE PRODUCTS UNLESS NOTED OTHERWISE. W z U 04 a 0 z Q H � Q E-+ z Q W Q Z U) O U Q W 4 OO W (3 z F ---I V 1 W r� • APPROVED BUILDING INSPECTOR BEAM & HEADER SCHEDULE 3 1/2 5 1/2 3 1/2 x .0 0 * e 5 1 /9 (2) 2x MEMBERS (3) 2x MEMBERS (2) LVL MEMBERS (3) LVL MEMBERS KEYNOTES: 1. 16d NAILS STAGGERED AT 8" O.C. AS SHOWN 2. (3) ROWS OF 16d NAILS AT 8 O.C. AT 14" MEMBERS OR DEEPER AS SHOWN 3. PLYWOOD SPACER - 3" WIDE BY BEAM DEPTH (MIN) MARK I SIZE ( ) I (2) 200 OR 4x10 OR (2) 1 3/40 1/4 LVL OR 3 1/2x7 1/4 LVL n2 1 (2) 1 3/408 LVL OR 3 1/208 18 LVL NOTE: AT CONTRACTORS PER GSN. SEAL: FLOOR FRAMING PLAN SCALE :1 4 " =1' -0" 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 Fax: (208) 552-9302 ti \ANALN 1STIF a p 11697 \ wo - , \Zi _ �� OF 1/ THESE PLANS, DRAWINGS AND DESIGNS ARE TIM EXCLUSIVE PROPERTY OF ENGINEEERINO STRUCTURAL SOLUTIONS, AND SHALL N(YT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT, ALL RIGHTS ARE RESERVED. i COPYRIGHT 2006 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 REC715TERED AROHITEGT N NO. AR652 z (D cf) Lai 6WELL IB. GOL ISBERRY U 5TATE OF IDAHO W � o w M 00 �I O CO Cl2 A c v •. C\2 0 WC O o O O N m W O W CO I C\2 V to co H W Q "' `a c O Z a t c 5 da 52.10F1( FRAMING PLAN NOTES SCHEDULES: A. &0. , ... INDICATE BEAMS OR HEADERS, SEE SCHEDULE THIS SHEET. B. "W1 ", "W2 ", . . . INDICATES WOOD COLUMNS, SEE COLUMN SCHEDULE THIS SHEET. WALLS: A. 2x6 BEARING WALLS SHALL BE FRAMED AT 16" O.C. UNLESS NOTED OTHERWISE, ADD (1) 2x6 BELOW EACH TRUSS WITH SPANS EXCEEDING 35' -0 ", SEE PLAN FOR LOCATIONS. ADD (2) 2x6 BELOW EA GIRDER TRUSS, UNLESS NOTED OTHERWISE. 2x6 OUTLOOKERS AT 16" O.C. 7/16" OSB ROOF SHEATHING 8d NAILS AT 6" O.C. AT PAN) AND 12" O.C. IN FIELD IN FRAMIN 1 1/20 1/2 LSL AT 16" 0, B. KING AND TRIMMER STUDS (FOR 2x6 EXTERIOR WALLS): 8' -0" OPENING OR LESS! (1) KING STUD AND (1) TRIMMER STUD REQUIRED, UNLESS NOTED OTHERWISE. 8' -1" TO 12' -0" OPENING: (2) KING STUDS AND (2) TRIMMER STUDS REQUIRED, UNLESS NOTED OTHERWISE. C. 1 1 INDICATES STRUCTURAL WALLS, SEE PLAN FOR LOCATIONS. 0. C — _ — _ 7 INDICATES NON— STRUCTURAL WALLS, SEE PLAN FOR LOCATIONS. E. WHERE DOUBLE TOP PLATES ARE BROKEN, STEPPED, OR PENETRATED W/ PIPES AT THE EXTERIOR WALLS OR INTERIOR SHEARWALLS, CONNECT TOGETHER WITH SIMPSON MSTC40 OR TS22 STRAP, UNLESS NOTED OTHERWISE. F. M" INDICATES SIMPSON CS16 STRAP, SEE DETAIL 16/S4.2. FRAMING: A. FASTEN ROOF JOISTS AND TRUSSES AT BEARING POINTS WITH (1) H5 CLIP AT EVERY OTHER JOIST OR TRUSS. FASTEN GIRDER TRUSSES AT BEARING POINTS W/ (2) H5 CLIPS, UNLESS NOTED OTHERWISE. FOR ADDTIONAL INFORMATION SEE DETAIL 12/S4.1 FOR GIRDER TO BEAM ATTACHMENTS. B. PROVIDE FULL BEARING UNDER COLUMNS BETWEEN FLOORS, SEE DETAIL 18/S4.2 C. ALIGN A JOIST OR TRUSS WITH TOP OF SHEARWALL WHERE ROOF FRAMING RUNS PARALLEL WITH WALL. TRUSSES: A. PREFABED WOOD TRUSSES SHALL BE ENGINEERED AND FABRICATED PER THE WOOD TRUSS NOTES, SEE THE GENERAL STRUCTURAL NOTES. TRUSS MANUFACTURER SHALL DESIGN FOR SNOW DRIFT PER GSN. B. "D =" INDICATES DRAG FORCE. TRUSS MANUFACTURER SHALL DESIGN ROOF TRUSS FOR DRAG FORCE (TENSION OR COMPRESSION) DUE TO WIND OR SEISMIC FORCES. C. "GT" INDICATES WOOD GIRDER TRUSS, SEE THE TRUSS NOTES IN THE GENERAL STRUCTURAL NOTES. D. "R =" INDICATES REACTION LOAD ON GIRDER TRUSSES. E. TRUSS MANUFACTURER SHALL OPTIMIZE SPACING OF ROOF TRUSSES TO ACCOMMODATE INDICATED LOADS. (SPACING SHOWN AT 24" O.C. FOR SCHEMATIC PURPOSES ONLY). F. TRUSS MANUFACTURER SHALL PROVIDE SIZE OF HANGERS FOR TRUSSES ATTACHED AT ALL GIRDERS. MISC: A. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH ARCHITECTS. B. ROOF SLOPE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS, C. ALL HANGERS, CLIPS AND STRAP CONNECTORS ON THE PLANS AND DETAILS ARE SIMPSON STRONG TIE PRODUCTS UNLESS NOTED OTHERWISE. APPROVED 2� �� 4_z�_ BUILDING INSPECTOR WOOD COLUMN W SCHEDULE LARK SIZE CONNECDON WI (4) 2x4 SEE TYPICAL DE BEAM & HEADER SCHEDULE * 3 1/2 5 1/2 3 11 PER GSN. ALL HANGERS SHALL (2) 2x MEMBERS (3) 2x MEMBERS (2) LVL MEMBERS (3) LVL MEMBERS KEYNOTES: I. 16d NAILS STAGGERED AT 8" O.C. AS SHOWN 2. (3) ROWS OF 16d NAILS AT 8" O.C. AT 14" MEMBERS OR DEEPER AS SHOWN 3. PLYWOOD SPACER — 3" WIDE BY BEAM DEPTH (MIN) (2) 2 OR (2) 2 O (2) 1 3/ 1/ L OR 3 1 1/ LVL (2) 1 3/ 4x11 7/ L V L O R 3 1 / 7/ L V L 5 1/805 GL N ALTERNATE BERM MANUFACM HANGER SIZE 6 C SIMPSON FLANGE I SEAL: ROOF FRAMING PLAN C scALE :1z " =1' 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 Fax: (208) 552-9302 'S S \oNa�, Q4 p 1STE,4� O 11 ,697 OF Q THESE PLANS, DRAWINGS AND DESIGNS ARE TIIE EXCLUSIVE PROPERTY OF ENGINEMUNG STRUCTURAL SOLUTIONS, AND SMALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 5 1 /7 FACE MOUNT LLIS26 RE615TERED ARGHITEOT NO. AR852 NEWELL M. GOLDSBERRY II 5TATE OF IDAHO W Z U C14 0 H Q � Q H W Q H H �4 O I—1 x c/5 Q 44 00 Q4 4.4 r 0 LL 83.1 OFt( 2x6 OUTLOOKERS AT 16 O.C. Lxb VUILVVKLKS AI 10 VAS. E H � o G1 CID o w �, o� E4 04 H \\ W O� O CY I IN � 00 o V N w E " IN W w a Q 0 '� V ) 0 LL 83.1 OFt( 2x6 OUTLOOKERS AT 16 O.C. Lxb VUILVVKLKS AI 10 VAS. E SOLID BLOCKING BETWEEN FLOORS KEYNOTES: 1. WOOD POST, SEE PLAN 2, SOLID 2x BLOCKING BETWEEN FLOOR, MATCH COLUMN WIDTH AND DEPTH FROM ABOVE KEYNOTES: 1. SIMPSON CS16 STRAP W/ Bd NAILS AT 4" O.C. 2. WOOD STUD WALL, SEE PLAN 3. 2x SOLID BLOCKING UNDER STRAPS 4. WALL SHEATHING AS OCCURS, SEE PLAN AND SHEARWALL SCHEDULE NOTES: A. AT CONTRACTORS OPTION STRAP MAY BE CONTINUOUS OVER OPENING B. STRAP SHALL BE PLACED ON EXTERIOR OF SHEATHING C. WALL PANELS ABOVE AND /OR BELOW OPENINGS SHALL BE CONSTRUCTED AS SAME SHEARWALL TYPE AS ADJACENT FULL - HEIGHT PANEL, SEE PLAN AND SHEARWALL SCHEDULE 0 PLYWOOD SHEAR PANEL KEYNOTES: 1, 3/8" OR 1/2" SOLID PLYWOOD PANEL WITH 8d AT 6" O.C. AT EDGES 2, NAIL TOP AND BOTTOM CHORD TO FRAMING PER DETAILS OR SCHEDULE 3. SOLID 2x BLOCKING AT EACH EDGE OF PLYWOOD PANEL 4. SOLID 2x DIAGONAL TO PROVIDE ADEQUATE LATERAL STRENGTH 5, SOLID 2x FRAMING AT EDGES OF BLOCK - TRUSS PLATE AT CORNERS PER MFR NOTES: A, SHEAR PANEL USING EITHER PLYWOOD PANEL OR PREFAB TRUSS BLOCKING TO BE INSTALLED PER DETAILS B. BLOCKING AT TOP EDGE TO BE VERTICAL ® WHERE INSTALLED UNDER LOAD BEARING WALLS, OTHERWISE BLOCKING MAY LAY VERTICAL ® OR HORIZONTAL CM C. TRUSS MANUFACTURER TO DESIGN PREFAB BLOCKING FOR LATERAL FORCE OF 360# PLAN NTT; PHD; LTT; HDQ HOLDOWN 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 Fax: (208) 552-9302 0 Q r� Q [-r z Q w W � Q � Z � H W Z U� Ott 0 . a U) U� Q W O W z PREFAB TRUSS BLOCKING SECTION B KEYNOTES: 1. WALL SHEATHING AS OCCURS 2. HOLDOWN, SEE PLAN 3. WOOD STUD WALL 4. CONCRETE WALL, SEE PLAN 5. WOOD ATTACHMENT, SEE HOLDOWN CONNECTION SCHEDULE 6, EDGE NAILING, SEE SHEARWALL SCHEDULE 7. 2x DOUBLE STUD 8. 6x6 POST 9. WOOD FLOOR JOIST 10. 2x TRIPLE STUD �0 SIMPSON CS16 STRAP AT WINDOW OPENING NO SCALE KEYNOTES: 1. CONCRETE WALL, SEE PLAN 2. FREE DRAINING GRANULAR BACKFILL SHALL BE LESS THAN 2" AND GREATER THAN 1/8" 3. PERFORATED PIPE, CONTRACTOR SHALL ENSURE THAT PIPE DAYLIGHTS 4. COMPACTED SUBGRADE, SEE GSN 5. PROVIDE 2"0 WEEP HOLE AT 8' -0" O.C. W/ FILTER FABRIC WHERE PERFERATED PIPE IS NOT USED NOTE: A. BACKFILL DETAIL IS A MINIMUM, ADDITIONAL REQUIREMENTS SPECIFIED IN THE GEOTECHNICAL REPORT SHALL BE FOLLOWED WHEN A REPORT IS PROVIDED. 1 12 11 KEYNOTES: 1. STRAP FROM END OF UPPER LEVEL SHEAR WALL WHERE INDICATED ON PLANS, INSTALL ON DBL STUD, EDGE NAIL SHEATHING AT DOUBLE STUD 2. FULL HEIGHT DOUBLE STUDS AT EACH END OF SHEARWALL UNLESS NOTED OTHERWISE ON PLANS, FACE NAIL DBL STUDS W/ 16d AT 16" O.C. 3. EDGE NAILING AT ALL SHEATHING PANEL EDGES PER SHEARWALL SCHEDULE, STAGGER NAILS AT DBL PLATE OR STUDS 4. HOLDOWN TO FOUNDATION W 01a 1 REQ'D ANCHOR BOLT OR STRAP , -PAD TO LOWER LEVEL AT ENDS OF 4,1 SHEARWALL WHERE INDICATED ON Q Q t � lh�U"_ 44 5. ANCHOR BOLTS TO FOUNDATION OR NAILS TO LOWER FRAMING PER GKa SHEARWALL SCHEDULE 6. CONTINUOUS 2x SOLE PLATE 7, FIELD NAILING AWAY FROM PANEL EDGES PER SHEARWALL SCHEDULE 8, SOLID 2x BLOCKING AT ALL PANEL EDGES 9. VERTICAL STUDS AT 16" O.C. 10, PROVIDE ADDITIONAL KING STUDS AT OPENING PER PLANS OR SCHEDULE 11, CONT DBL 2x TOP PLATE, SPLICE PER TYPICAL DETAILS 12. CONTINUE TOP PLATES OVER HEADER 13, WOOD HEADER 14, TRIMMER STUD UNDER HEADER PROVIDE ADDITIONAL TRIMMERS - WHERE INDICATED ON PLANS 15, WALL SHEATHING PER SHEARWALL SCHEDULE 16. SOLID BLOCK TO RECEIVE STRAP AS OCCURS, SEE PLAN \�) - "-'U 5 RETAINING AND B A SE MENT WALL BACKFILL DETAIL NO SCALE TYPICAL SHEAR PANEL BLOCKING T010019 15 TYPICAL SHEAR PANEL BLOCKING M10035 NO SCALE SECTION D SECTION E 40 CA �l� fJ'c' APPROVED 8UIL � oa SEAL: SSIONAt F� QU O ISTF, P 11.697 k o OFIOP� TIIESE FLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGI NEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 REGISTERED ARGHITEOT NO. AR552 NEWELL X GOLDSBERRY II STATE OF IDAHO PLAN STHD AND STHDRJ HOLDOWN 1 TYPICAL HOLDOWN SCHEDULE NO SCALE -- L M V 1 � 8 L C� c I .� o 00 W a o � z ac Y 7 e'k w I 1} �tP' v � C I1-I W • � I � I I LO 41 `f 1 ,f y� l ' } }� t w i � r ,�i d� i w � X11 r1 I� r1 V i 4S w �14`I wwfS.r 1 1 >: I i 10 ICI 3 16 4 I I I I g \�) - "-'U 5 RETAINING AND B A SE MENT WALL BACKFILL DETAIL NO SCALE TYPICAL SHEAR PANEL BLOCKING T010019 15 TYPICAL SHEAR PANEL BLOCKING M10035 NO SCALE SECTION D SECTION E 40 CA �l� fJ'c' APPROVED 8UIL � oa SEAL: SSIONAt F� QU O ISTF, P 11.697 k o OFIOP� TIIESE FLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGI NEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 REGISTERED ARGHITEOT NO. AR552 NEWELL X GOLDSBERRY II STATE OF IDAHO PLAN STHD AND STHDRJ HOLDOWN 1 TYPICAL HOLDOWN SCHEDULE NO SCALE -- 66 z 0 w Of 4.20F1( PLAN SECTION A HHDQ HOLDOWNS SECTION C M V 1 � r� L C� c I .� o 00 W a o � z ac Q w o ° cD t: IG-i I1-I W 64 LO X11 r1 I� r1 V i 66 z 0 w Of 4.20F1( PLAN SECTION A HHDQ HOLDOWNS SECTION C KEYNOTES: 1. EXISTING CONCRETE WALL 2. #4 DOWEL AT 18" O.C. 12" 12" CONCRETE SLAB ON GRADE SEE PLAN 2x WOOD STUD WALL, SEE PLAN DOUBLE 2x TOP PLATE, SEE LAP SPLICE DETAIL (TYP) CONT RIM JOIST W/ SIMPSON A35 CLIP AT 16" O.C. (5) 16d NAILS AT 6" O.C. WOOD TRUSS, SEE PLAN FLOOR SHEATHING, SEE PLAN EXISTING FRAMED WALL CONT 2x BOTTOM PLATE W/ HILTI X -CF .138x2 1/2" SHOTPIN AT 32" O.C. EDGE NAILING, 10d NAILS AT 6" O.C. KEYNOTES: 1. FLOOR SHEATHING, SEE PLAN 2. FLOOR JOISTS, SEE PLAN 3. DOUBLE 2x TOP PLATE 4. CONCRETE WALL, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5. 2x STUD WALL 6, CONT 2x BOTTOM PLATE W/ HILTI X -CF .138x2 1/2" SHOTPIN AT 32" O.C. 7. CONCRETE SLAB ON GRADE 8. #4 VERT. DOWEL AT 9" O.C. OR 5 VERT. DOWEL AT 11" O.C. 9. COMPACTED SUBGRADE 10. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF 11. FINAL GRADE 12. WALL SHEATHING AS OCCURS 13. EDGE NAILING, SEE PLAN FOR SPACING 14. CONT 2x BOTTOM PLATE, SEE GSN OR SHEARWALL SCHEDULE FOR ATTACHMENT REQUIREMENTS 15. CONT RIM JOIST W/ SIMPSON A35 CLIP AT 16" O.C. 16. CONT 2x SILL PLATE W/ AB SEE GSN OR SHEARWALL SCHEDULE FOR SIZE AND SPACING NOTE: A. BRACE BASEMENT WALLS PRIOR TO BACKFILLING B. WATERPROOF PER ARCH NEL AT 9" O.C. VERT ;TED SUBGRADE U a ;ONCRETE FOOTING, SEE AND SCHEDULE FOR SIZE :INF WOOD STUD WALL AT FOUNDATION z 0 i ULK WOOD STUD WALL AT FOUNDATION KEYNOTES: 1. WALL BEYOND, SEE PLAN 2. CONT 2x SILL PLATE W /AB, SEE GSN OR SHEARWALL SCHEDULE FOR SIZE AND SPACING 3. CONCRETE SLAB ON GRADE SEE PLAN 4. COMPACTED SUBGRADE, SEE GSN 5. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 6. 8" CONCRETE WALL W/ #4 AT 12" O.C. HORIZ 7. #4 DOWEL AT 18" O.C. W/ STANDARD HOOK AT BASE 8. FINAL GRADE, SEE ARCH FOR ADDITIONAL INFORMATION CLR WOOD STUD WALL AT FOUNDATION RETAININ WALL AT STAIRWELL z ULK WOOD STUD WALL AT FOUNDATION KEYNOTES: 1, CONCRETE STEMWALL, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 2. CONCRETE SLAB ON GRADE 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 Fax: (208) 552-9302 ,510NAk EN \\ �GISTFR� 11697 \�o_ OFI0 a/ THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGINEERING STRUCTURAL SOLUTIONS. JOB N UMBER: 06311 'RADE 'ROOFING AND DRAINAGE 2CH KEYNOTES: 1. FLOOR SHEATHING, SEE PLAN 2, FLOOR JOISTS, SEE PLAN 3, DOUBLE 2x TOP PLATE 4. CONCRETE WALL, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 5. 2x STUD WALL 6. CONT 2x BOTTOM PLATE W/ HILTI X -CF .138x2 1/2" SHOTPIN AT 32" O.C. 7. CONCRETE SLAB ON GRADE 8, #4 VERT. DOWEL AT 9" O.C. OR #5 VERT. DOWEL AT 11 " O.C. 9. COMPACTED SUBGRADE 10. CONT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF 11. FINAL GRADE 12. WALL SHEATHING AS OCCURS 13. EDGE NAILING, SEE PLAN FOR SPACING 14. CONT 2x BOTTOM PLATE, SEE GSN OR SHEARWALL SCHEDULE FOR ATTACHMENT REQUIREMENTS 15. CONT RIM JOIST W/ SIMPSON A35 CLIP AT 16" O.C. 16. CONT 2x SILL PLATE W/ AB SEE GSN OR SHEARWALL SCHEDULE FOR SIZE AND SPACING NOTE: A. BRACE BASEMENT WALLS PRIOR TO BACKFILLING B. WATERPROOF PER ARCH APPROVED `` D - M EUILDINC !NSPE0 + CR SEAL: RE615TERED ARCHITECT NO. ARb52 NEWELL M. GOLDSBERRY I STATE OF IDAHO 0 z Q r� � Q Q w Q E-i a H 0 H Y Q W 4 0 C4 a W z C S5.1 � OF H co co E-+ 0 rn V A co F-I C\2 u ` up a OW U� r , fs, CO ' O C C%2 E-1 o c i c Q wo s � rrll V H � CO H Q 0 z Q r� � Q Q w Q E-i a H 0 H Y Q W 4 0 C4 a W z C S5.1 � OF a fN I 13 KEYNOTES: 1. EDGE NAILING, 8d NAILS AT 4" O.C. 2. ROOF SHEATHING, SEE PLAN 3. EXISTING BUILDING 4. RIM BOARD BLOCKING W/ (4) TOE NAILS 5. WOOD TRUSS W/ HANGER SEE PLAN 6. OVERBUILD FRAMING, SEE PLAN 1■ KEYNOTES: 1. EDGE NAILING, 8d NAILS AT 4" O.C. 2. 2x BLOCKING W/ LTP4 BETWEEN EACH JOIST, SEE PLAN 3. ROOF SHEATHING, SEE PLAN 4. WOOD JOIST W/ H5 CLIP AND HANGER, SEE PLAN 5. GIRDER TRUSS W/ (2) H5 CLIPS AT BEARING POINTS, SEE PLAN 6. 2x4x8' -0" LONG AT 6' -0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 7. WOOD TRUSS Wt, HGA10 CLIP AT 36" O.C. \. B. DOUBLE 2x TOP PL? q, SEE LAP SPLICE DETAIL (TYP) \ 9. WALL SHEATHING AS OC URS, SEE PLAN AND SHEARWALL S HEDULE NOTES: A. FURR OUT EAVE PER ARCII B. COORDINATE ROOF VEN11LAMON WOOD TRUSS AT WOOD STUD WALL WOOD TRUSS AT WOOD STUD WALL KEYNOTES: 1. EDGE NAILING, 8d NAILS AT 4" O.C. 2. ROOF SHEATHING, SEE PLAN 3. EXISTING BUILDING 4. WOOD BEAM, SEE PLAN 5. WOOD TRUSS W/ HANGER SEE PLAN 6. OVERBUILD FRAMING, SEE PLAN WOOD TRUSS AT WOOD STUD WALL KEYNOTES: 1. EDGE NAILING 8d NAILS AT 4" O.C. 2. ROOF SHEATHING, SEE PLAN 3. WOOD TRUSS W/ H5 CLIP SEE PLAN 4. DOUBLE 2x TOP PLATE 5. WALL SHEATHING AS OCCURS 6. 2x BLOCKING BETWEEN EACH TRUSS, EVERY THIRD BLOCK MAY BE REMOVED NOTE: A. AT CONTRACTORS OPTION SEE DETAIL 3/S6.1 KEYNOTES: 1. EDGE NAILING 8d NAILS AT 4" O.C. 2. ROOF SHEATHING, SEE PLAN 3. WOOD TRUSS W/ H5 CUP SEE PLAN 4. DOUBLE 2x TOP PLATE 5. WALL SHEATHING AS OCCURS 6. TRUSS BLOCKING BETWEEN EACH TRUSS W/ 4 -16d NAILS APPROVE 4 6 BUILDING INSPECTOR i1 WOOD TRUSS AT WOOD STUD WALL "21 WOOD TRUSS AT WOOD STUD WALL RESISTERED ARGHITEGT NO. AR832 BWSLL X GOLDL3EMY I STATE OF IDAHO U 04 Q4 0 z H Q H rD � Q E-4 z Q W Q �+ Z 0 , � Q W � O 0 a W SEAL: STRUCTURAL � 4943 NORTH 29TH FAST, STE A �\ONAI �� fib z 0 IDAHO FALLS, IDAHO 83401 Phone: (208) 552-9874 �O ��GISTFR� 4 r p w [ Fax: (208) 552 -9302 � w H 'AA z x �� W to �FCL t3R' 1TSfl PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCMM SOLI)TIMS, AND SHALL NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGINEERING STRUCTURAL SOLUTIONS. JOB NUMBER: 06311 i1 WOOD TRUSS AT WOOD STUD WALL "21 WOOD TRUSS AT WOOD STUD WALL RESISTERED ARGHITEGT NO. 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