1'-0" [0.305 m] WALL TYPICAL U.N.O. OPP. HAND C S3.3 S3.3 TW 99'-8 OPP. HAND TW 99'-8 TF 95'-6 B S3.2

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1 FOUNDTION PLN NOTES 1. T.W. INDITES TOP OF ON. WLL ELEV.. T.F. INDITES TOP OF ON. FOOTING ELEV.. T.L. TOP OF LEDGE 4. INDITES FOOTING STEP 5. INDITES TOP OF ONRETE WLL STEP HND '-6" [0.76 m] FTG. TYPIL U.N.O. 6'-10" [8.179 m] 10 WLL TYPIL U.N.O. HND HND [XXX'-XX"] INDITES STEP OF SURFE PLNE-PLY OR ONRETE INDITES OLUMN OVE. TYP. -x6 U.N.O. OLUMNS SIZED T LOWEST POINT, ND REMIN THT SIZE FOR EH LEVEL UNLESS HNGED Y NOTE. INDITES FOOTING PD. SEE FOOTING KEY THIS SHEET INDITES UILDING ELEVTION PIPE OLUMN OVE, FOR SIZE ND SE PLTE TOP OF EM ELEVTION JOIST ERING 1. JOIST HNGER-SIMPSON "U" HNGER U.N.O. 5'-4" [1.66 m] 14. 4" Ø PV FND. DRIN, SET IN GRVEL S ON RH. DRWGS. 15. LL ONRETE WLLS RE 8-INH THIK, U.N.O. 16. LL ONRETE FOOTINGS RE 16-INH WIDE, U.N.O. S. 16 S4. S. 4" [100 mm] ONRETE SL W/ # GRDE 60 [#10 GRDE 1" O.. [04 mm O..] EH MID-DEPTH OVER OMPTED GRNULR SE (ONTROL 15'-0" O.. [4570mm O..] MX.), TYPIL. 17. VENT RWLSPE RES PER I SE PROVIDE LOKOUTS IN FND. WLLS S REQ. SEE GENERL NOTES FOR REINF. 18. DO NOT SLE DRWINGS. ONTT RHITET OR ENGINEER FOR DISREPNIES OR MISSING DIMENSIONS 14'-8" [4.470 m] '-0" x '-0" x 1" [0.914m x 0.914m x 0.05m] THIKED SL W/ 4-#5 GRDE 60 [#16 GRDE 40] E. WY TF 96'-6 14 S4. '-6" [0.76 m] '-0" [0.914 m] 16 S4. '-6" [0.76 m] '-0" [0.914 m] 1 57'-0" [17.74 m] 16'-0" [4.877 m] S. 1" THIKENED OL. OVE W/ -#5 GRDE 60 [#16 GRDE 40] E. WY, HIP OUT EXIST'G FDN S REQ'D '-6" [0.76 m] S. 1" THIKENED OLUMN OVE W/ -#5 GRDE 60 [#16 GRDE 40] E. WY, HIP OUT EXIST'G FDN S REQ'D 4'-0" x 4'-0" x 1" [1.19m x 1.19m x 0.05m] THIKED SL W/ 4-#5 GRDE 60 [#16 GRDE 40] E. WY Haiti School Villard Village, Haiti 1" THIKENED OL. OVE W/ -#5 GRDE 60 [#16 GRDE 40] E. WY, HIP OUT EXIST'G FDN S REQ'D '-6" [0.76 m] '-0" [0.914 m] 16 S4. '-0" [0.914 m] S. 16'-0" [4.877 m] 8" WIDE x 1" HIGH [0.0 m WIDE x 0.05 m HIGH] ON. RIS PER DET. 15/S4. TYP. 1 TYP. 15 S4. 4" [0.10 m] 4" [0.10 m] 14 S. 1" THIKENED OLUMN OVE W/ -#5 GRDE 60 [#16 GRDE 40] E. WY, HIP OUT EXIST'G FDN S REQ'D 4'-0" x 4'-0" x 1" [1.19m x 1.19m x 0.05m] THIKED SL W/ 4-#5 GRDE 60 [#16 GRDE 40] E. WY 1 NOTE: SEE RH. FOR LL DIMENSIONS & ELEVTIONS NOT INDITED. '-6" [1.067 m]± D S.4 HND 14 S4. PRELIMINRY NOT FOR ONSTRUTION ISSUE: INDITES 1"x1" [0.05 m x 0.05 m] ON. OL. SEE FRME PROFILE SHEETS - FOR DDITIONL INFORMTION NORTH FOUNDTION 1/4" = 1'-0 LRIGHT & SSOITES WIVES NY ND LL RESPONSIILITY ND LIILITY FOR PROLEMS WHIH RISE FROM FILURE TO FOLLOW THESE PLNS ND THE DESIGN INTENT THEY ONVEY, OR FOR PROLEMS WHIH RISE FROM OTHERS' FILURE TO OTIN ND/OR FOLLOW GUIDNE OF LRIGHT & SSOITES WITH RESPET TO NY ERRORS, OMISSIONS, INONSISTENIES, MIGUITIES, OR ONFLITS WHIH RE LLEGED. JO #: 1104 SHEET: S1.1

2 FLOOR FRMING PLN NOTES 1. OR OLUMN ELOW. OR OLUMN OVE. JOIST ERING 4. JOIST HNGER 5. STEP PLYWOOD / FRME HND HND HND 6. INDITES UILDING ELEVTION 7. 1/" PLYWOOD SHER PNELS FOR SHER EXTENT INDITED. PROVIDE NILING X'-X" & LOKING S NOTED IN GEN. NOTES. 8. [XXX'-XX] TOP OF EM ELEVTION 9. INDITES OVERFRMING 10. LL SU-FLOORS TO E /4" T&G PLYWOOD GLUE- NILED WITH NILING S NOTED IN GENERL NOTES. 11. LL OLUMNS SHLL E -x6 UNLESS NOTED OTHERWISE. 1. LL HEDERS SHLL E -x10 OR -9 1/" VL WITH " RIGID INSULTION. OORDINTE WITH RHITET. NO INSULTION T INTERIOR WLLS S. S. 1. DO NOT SLE DRWINGS. ONTT RHITET OR ENGINEER FOR DISREPNIES OR MISSING DIMENSIONS. NON-STRUTURL INFILL MU WLL S. S. 4" DEEP STRUT. SL W/ # GRDE 60 [#10 GRDE O.. E. WY 1 1/8 LR TO OTTOM T. SL 110'-8 Haiti School Villard Village, Haiti S. S. 5'-5 1 " [1.664 m] 5'-5 1 " [1.664 m] 5'-5 1 " [1.664 m] 5'-5 1 " [1.664 m] NOTE: SEE RH. FOR LL DIMENSIONS & ELEVTIONS NOT INDITED. HND PRELIMINRY NOT FOR ONSTRUTION ISSUE: NORTH UPPER FLOOR FRMING 1/4" = 1'-0 LRIGHT & SSOITES WIVES NY ND LL RESPONSIILITY ND LIILITY FOR PROLEMS WHIH RISE FROM FILURE TO FOLLOW THESE PLNS ND THE DESIGN INTENT THEY ONVEY, OR FOR PROLEMS WHIH RISE FROM OTHERS' FILURE TO OTIN ND/OR FOLLOW GUIDNE OF LRIGHT & SSOITES WITH RESPET TO NY ERRORS, OMISSIONS, INONSISTENIES, MIGUITIES, OR ONFLITS WHIH RE LLEGED. JO #: 1104 SHEET: S.1

3 ROOF FRMING PLN NOTES 1. OR OLUMN ELOW. JOIST ERING. JOIST HNGING 4. SHER 1/" PLYWOOD SHER PNELS FOR [X'-XX"] EXTENT INDITED. PROVIDE NILING & LOKING S NOTED IN GEN. NOTES. PER DET. 1/S4. HND D S.4 HND HND 5. [XXX'-XX"] TOP OF EM ELEVTION 6. TOP OF EM ELEVTION 7. LL OLUMNS SHLL E -x6 UNLESS NOTED OTHERWISE 8. LL HEDERS SHLL E -x10 OR -9 1/" VL WITH " RIGID INSULTION. OORDINTE WITH RHITET. NO INSULTION T INTERIOR WLLS PER DET. 1/S4. 9. LL SLOPED ROOF SHETHING TO E 5/8" DX PLYWOOD WITH NILING PER GENERL NOTES. 10. LL LEVEL SHETHING TO E /4" DX PLYWOOD WITH NILING PER GENERL NOTES. 11. DO NOT SLE DRWINGS. ONTT RHITET OR ENGINEER FOR DISREPNIES OR MISSING DIMENSIONS. PER DET. 1/S4. S. S. PER DET. 1/S4. 4x8 OR x10 PURLINS TYP. U.N.O. TRUSS PNEL POINTS RIDGE Haiti School Villard Village, Haiti S. S. T. ON. EM 11'-4 TYPIL PER DET. 1/S4. NOTE: SEE RH. FOR LL DIMENSIONS & ELEVTIONS NOT INDITED. D S.4 HND PRELIMINRY NOT FOR ONSTRUTION ISSUE: NORTH ROOF FRMING 1/4" = 1'-0 LRIGHT & SSOITES WIVES NY ND LL RESPONSIILITY ND LIILITY FOR PROLEMS WHIH RISE FROM FILURE TO FOLLOW THESE PLNS ND THE DESIGN INTENT THEY ONVEY, OR FOR PROLEMS WHIH RISE FROM OTHERS' FILURE TO OTIN ND/OR FOLLOW GUIDNE OF LRIGHT & SSOITES WITH RESPET TO NY ERRORS, OMISSIONS, INONSISTENIES, MIGUITIES, OR ONFLITS WHIH RE LLEGED. JO #: 1104 SHEET: S.

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8 T. FDN WLL 10 '-0" [0.610 m] NGLE TRUSS SEE SHEET S4. LTERNTE DIRETION OF TOP ROSS TIES T. ON. EM ON. EM W/ -#5 GRDE 60 [#16 GRDE 40] x TOP & OT #5 GRDE 60 [#16 GRDE 40] x 8'-0 [.48 m] LONG EXTEND OUT TOP OF FOUNDTION TO LP W/ OL. REINF. # GRDE 60 [#10 GRDE 40] " O.. PER DET. 6/ LONGIT. FOUNDTION REINF. PER DET. 1/ # GRDE 60 [#10 GRDE 40] PIEE HOOP 6" PER DET. 7/ FRME ONN. 1 1/"= 8-1/"Ø [1 mm] NHOR OLTS EQULLY SPED LONG OT. HORD OF TRUSS, LTERNTE SIDES. 1 1 " [0.08 m] LR TYP. FRME 1 1/"= T. ON. SL T. NEW WLL # GRDE 60 [#10 GRDE 40] 8" O.. [@ 0.0 m O..] W/ # GRDE 60 [#10 GRDE 40] 1" O.. [@ 0.05 m O..] W/ HOOKED END S SHOWN 4" [0.10 m] '-8" [0.81 m] MX. 1'-6" [0.457 m]. NEW WLL 4" [0.10 m] # GRDE 60 [#10 GRDE 40] PIEE STIRRUPS, SEE FRME PROFILES - FOR SPING SL ON GRDE, EXISTING RULE FDN WLL (V.I.F.) ON. ONFINEMENT /4"= 1104 T. EM 8 T. EM 9 1" 1" # GRDE 60 [#10 GRDE 40] PIEE HOOP 1/" O.. PER DET. */ " [0.051 m] EM REINF., SEE DET. */. TERMINTE RS W/ 90 HOOKS PER DET. / OL. REINF., SEE DET. */. ONTINUOUS THRU EM JOINT # GRDE 60 [#10 GRDE 40] " O.. PER DET. */ FRME UPPER 1 1/"= 1104 " [0.051 m] # GRDE 60 [#10 GRDE 40] PIEE HOOP 1/" O.. PER DET. 7/ EM REINF., SEE " DET. /. ONT. [0.051 m] THRU OLUMN JT. OL. REINF., SEE DET. 4/. ONTINUOUS THRU EM JOINT # GRDE 60 [#10 GRDE 40] " O.. PER DET. 6/ FRME UPPER 1 1/"= " 1" R 1 " [R0.064 m] TYP. 90 HOOK [R0.09 m] [R0.09 m] [R0.09 m] " [.057 m] T. EM 7 1 " [0.191 m] R 1 " [R0.064 m] TYP. 180 HOOK #5 STNDRD "= 1104 [R0.09 m] 1 4 " [.057 m] [R0.09 m] # GRDE 60 [#10 GRDE 40] OLUMN TIES SEE TRUSS PROFILE SHEETS - FOR SPING [R0.09 m] # OLUMN "= 1104 [R0.09 m] #5 GRDE 60 RER [#16 GRDE 40] 1 4 " [.057 m] PIEE # GRDE 60 [#10 GRDE 40] EM TIES SEE TRUSS PROFILE SHEETS - FOR SPING [R0.09 m] [R0.09 m] PIEE # EM "= " [0.114 m] 1" 1 4 " [.057 m] " [0.076 m] #5 GRDE 60 RER [#16 GRDE 40] # GRDE 60 [#10 GRDE 40] PIEE HOOP 1/" O.. PER DET. 7/ " [0.051 m] [R0.09 m] EM REINF., SEE DET. /. TERMINTE RS W/ 90 HOOKS PER DET. 5/ OL. REINF., SEE DET. */. TERMINTE RS W/ 90 HOOKS PER DET. 5/ # GRDE 60 [#10 GRDE 40] " O.. PER DET. 6/ FRME UPPER 1 1/"= " NON-STRUTURL MU WLL, T. SL T. WLL 1 SL & REINF. (SL OURS ONE SIDE ) T. SL ON. EM W/ -#5 x TOP & OTTOM 4'-" [1.70 m] 1 1 " [0.08 m] LR LTERNTE DIRETION OF TOP ROSS TIES WHERE SL OURS ON OTH SIDES OF EM, IF SL OURS ON ONE SIDE ONLY LOTE 90 END TOWRDS SL T. SL TYP. FOUNDTION /4"= 1104 # GRDE 60 [#10 GRDE 40] PIEE STIRRUPS, SEE FRME PROFILES - FOR SPING INTEGRL FRME EM /4"= 1104 INTEGRL EM /4"= " [0.08 m] LR " [0.09 m] LR SL & REINF. PER PLN " [0.09 m] LR ON. EM W/ -#5 x TOP & OTTOM 4 '-8" [0.81 m] MX. # GRDE 60 [#10 GRDE 40] TIES PER DET. 6/, SEE FRME PROFILE SHEET - FOR SPING 1 1 " [0.08 m] LR # GRDE 60 [#10 GRDE 40] GENERL NOTES PIEE HOOP 6" O.. HITI SHOOL 07//11 [@ 0.15 m O..] PER DET. 7/ SL ON GRDE.DESIGN LIVE LODS 1. ROOF 0 psf. EGRESS 100 psf. LSSROOMS 40 psf 4. WIND: SI WIND SPEED 145 mph EXPOSURE. 5. SEISMI TEGORY D. -#5 GRDE 60 [#16 GRDE. DESIGN ODES 40] x ONT. T TOP & 1. INTERNTIONL UILDING ODE (009) OT. OF WLL. I UILDING ODE (I 18-05). IS STEEL ONSTRUTION MNUL (9th EDITION) # GRDE 60 [#10 GRDE 4. IT TIMER ONSTRUTION MNUL (4th EDITION) 40] 8" O.. [@ 0.0 m] E. FE.SPEIL INSPETION SPEIL INSPETION REQUIREMENTS LISTED ELOW RE SED ON THE #5 GRDE 60 [#16 1" REQUIREMENTS OF THE 00 INTERNTIONL UILDING ODE. THE REQUIREMENTS GRDE 40] DOWELS x RE TO E ENFORED Y THE LOL UILDING OFFIIL. THE OWNER SHLL 18" O.. E. FE 9" THE "INDEPENDENT INSPETOR" S REQUIRED Y HPTER 17 OF THE I ND THE LOL UILDING OFFIIL. THE REQUIREMENTS LISTED ELOW RE SED ON #5 GRDE 60 [#16 GRDE 40] STRIT INTERPRETTION OF THE I ND MY NOT E REQUIRED Y THE LOL 18" O.. UILDING OFFIIL SED ON EXEPTIONS LISTED IN I SETION ONRETE - SHLL E IN ORDNE WITH TLE , EXEPT SPEIL -#5 GRDE 60 INSPETION IS NOT REQUIRED FOR TYPIL FOUNDTIONS FOR UILDINGS LESS THN STORIES WITH R- OUPNY, UNLESS REQUIRED Y UILDING OFFIIL, UT [#16 GRDE 40] ONRETE MTERIL SMPLING SHLL STILL E PERFORMED, DESIGN OF EMEDDED x ONTINUOUS NHOR OLTS HVE NOT EEN INRESED PER SETION 191.5, THUS NOT REQUIRING SPEIL INSPETION. 1 1 " [0.08 m] LR 1 1 " [0.08 m] LR 1 1 " [0.08 m] LR 1'-4" [0.406 m] 1'-4" [0.406 m] 4" [0.10 m] 4" [0.10 m] # GRDE 60 [#10 GRDE 40] 5" O.., ROSS TIES NOT REQUIRED. TOOTH OLUMN POUR INTO NON- STRUT. MU WLL PER DET. 8-#5 GRDE 60 [#16 GRDE 40] RS EQULLY SPED ROUND PERIMETER OF OL. TERMINTE ENDS W/ STD HOOKS PER DET. 5/ ONRETE FRME 1 1/"= 1104 ONRETE MSONRY - MSONRY HS EEN DESIGNED USING THE EMPIRIL METHOD PER SETION 109, WHIH DOES NOT REQUIRE SPEIL INSPETION, UNLESS NOTED OTHERWISE. STRUTURL STEEL - SPEIL INSPETION SHLL E PER TLE LL OLTED ONNETIONS RE ERING TYPE ONNETIONS, UNLESS NOTED OTHERWISE, REQUIRING PERIODI SPEIL INSPETION. SPEIL INSPETION IS NOT REQUIRED FOR OLTS LELED S "07" ON THE STRUTURL PLNS. LL FIELD WELDS REQUIRE ONTINUOUS SPEIL INSPETION, EXEPT SINGLE PSS FILLET WELDS LESS THN 5/16", WHIH ONLY REQUIRE PERIODI INSPETION. SPEIL INSPETION IS NOT REQUIRED FOR FRITION WHIH OURS ON THE PREMISES OF N "PPROVED FRITOR" S DEFINED IN SETION I SETION MEHNIL ONRETE FSTENERS (EXPNSION ND SREW TYPE) HVE EEN DESIGNED USING REDUED PITIES FOR "INSTLLTIONS WITHOUT SPEIL INSPETION" PROVIDED Y THE MNUFTURER. EPOXY TYPE ONRETE FSTENERS SHLL E INSPETED IN ORDNE WITH MNUFTURERS REOMMENDTIONS. SPEILTY SYSTEMS SUMITTED SUH S, UT NOT LIMITED TO RON FIER REINFORING, MIRO-PILE FOUNDTION ELEMENTS, HELIL PIERS, ND OTHER SPEILTY OMPONENTS WHERE THE DESIGN IS PERFORMED Y NOTHER LIENSED ENGINEER, SHLL E INSPETED IN ORDNE WITH THE REOMMENDTIONS Y THE LIENSED ENGINEER FOR THT OMPONENT. D.FOUNDTION UILDING FOUNDTION SYSTEM HS EEN DESIGNED USING N SSUMED MXIMUM LLOWLE SOIL ERING PRESSURE OF 000 PSF ND PSSIVE EQUIVLENT FLUID LTERL ERTH PRESSURE OF 45 PF. FOOTINGS SHLL E PLED ON UNDISTURED SOIL. SOILS RE SSUMED TO E UNIFORM, NON-EXPNSIVE, ND NON-OMPRESSIVE. THE OWNER SHLL RETIN SOILS ENGINEER TO INSPET THE ERING SOILS EXPOSED DURING EXVTION TO VERIFY SSUMPTIONS ND TO SUMIT WRITTEN REPORT. NO FOOTINGS SHLL E POURED UNTIL VERL SUMMRY HS EEN GIVEN TO THE STRUTURL ENGINEER Y THE SOILS ENGINEER. THE SOILS ENGINEER SHLL LSO E ONSULTED Y THE OWNER IN REGRDS TO POSSILE FOUNDTION DRINGE REQUIREMENTS ND NY DDITIONL ONSTRUTION REQUIREMENTS FFETED Y SOILS. E. ONRETE ONRETE HS EEN DESIGNED ND SHLL E ONSTRUTED IN ORDNE WITH THE MERIN ONRETE INSTITUTE UILDING ODE (I 18-05). LL SLS ON GRDE ND STRUTURL SLS SHLL HVE MINIMUM OMPRESSIVE STRENGTH OF 4000 PSI [0 MPa] IN 8 DYS. LL OTHER ONRETE SHLL HVE MINIMUM OMPRESSIVE STRENGTH OF 000 PSI [0 MPa] IN 8 DYS. LL ONRETE SHLL HVE MINIMUM OF 0% FLY SH ONTENT. THE OWNER SHLL ENGGE QULIFIED, INDEPENDENT TESTING ND INSPETING GENY TO SMPLE MTERILS, PERFORM TESTS, ND SUMIT TEST REPORTS DURING ONRETE PLEMENT TO SSURE THE QULITY OF THE MTERILS USED ND THE URY OF PLEMENT. (NOTE: SEE SETION OF THE GENERL NOTES FOR SPEIL INSPETION ND TESTING REQUIREMENTS.) MEHNILLY VIRTE LL ONRETE WHEN PLED EXEPT SLS ON GRDE. LL SLS ON GRDE SHLL HVE ONTROL JOINTS (KEYED OR SW UT) T MXIMUM 16'-0" O.. [4.877 m] EH WY UNLESS OTHERWISE SHOWN ON PLN. REINFORING RS SHLL E STM GRDE 60 [GRDE 40] (STM 706 GRDE 60 SHLL E USED WHERE REINFORING IS TO E WELDED.) NO SPLIES OF REINFORING SHLL E MDE ND NO WELDING OF REINFORING SHLL E PERMITTED EXEPT S DETILED OR UTHORIZED Y THE STRUTURL ENGINEER. WHERE PPROVED, LL WELDING SHLL ONFORM TO WS D1.4. LP SPLIES, WHERE PERMITTED, SHLL E MINIMUM OF 44 R DIMETERS, UNLESS NOTED OTHERWISE. PROVIDE ORNER RS OF EQUL SIZE ND SPING ROUND LL ORNERS. PROVIDE - #5 GRDE 60 [#16 GRDE 40] RS WITH MINIMUM OF '-0" [0.610 m] PROJETION EYOND THE SIDES OF LL OPENINGS IN WLLS, EMS ND SLS. PROVIDE LL ESSORIES NEESSRY TO SUPPORT REINFORING T POSITIONS SHOWN ON THE PLNS. WELDED WIRE FRI SHLL ONFORM TO STM 185. LP WIRE FRI REINFOREMENT ONE FULL MESH PLUS " [0.051 m] T SIDES ND ENDS ND WIRE TOGETHER. NHOR OLTS FOR EM ND OLUMN ERING PLTES SHLL ONFORM TO STM 07 ND E PLED WITH SETTING TEMPLTES. F. ONRETE MSONRY LL MU SHLL ONFORM TO STM 90. MU USED ELOW GRDE ND LL EXTERIOR WLLS SHLL E GRDE N-1. INTERIOR ONRETE MSONRY UNITS NOT EXPOSED TO WETHER OR ERTH MY E GRDE N-1 OR S-1. LL MORTR FOR EXTERIOR WLLS ND INTERIOR ERING WLLS SHLL ONFORM TO STM 70, TYPE S. GROUT FOR MSONRY OND EMS ND PILSTERS SHLL E MDE WITH STONE GGREGTE ND SHLL DEVELOP 000 PSI [0 MPa] OMPRESSIVE STRENGTH IN 8 DYS. LL MSONRY SHLL DEVELOP 150 PSI [10 MPa] ULTIMTE OMPRESSIVE STRENGTH (f'm) IN 8 DYS. ROD GROUT IN VERTIL SPES IMMEDITELY FTER POURING ND GIN FIVE MINUTES LTER. (NOTE: SEE SETION OF THE GENERL NOTES FOR SPEIL INSPETION ND TESTING REQUIREMENTS.). PLE ONTROL JOINTS IN MU WLLS MXIMUM 4'-0" O.. [7.15 m] EXEPT MU FOUNDTION WLLS. HORIZONTL REINFORING SHLL E STNDRD "DUR-O-WL" OR UTHORIZED EQUIVLENT SPED T 16" O.. [0.406 m] EXEPT S NOTED. VERTIL REINFORING SHLL EXTEND FOR THE FULL HEIGHT OF THE WLL IN GROUTED ELLS. GROUT LIFTS SHLL NOT EXEED 4'-0" [1.19 m] UNLESS LEN OUTS RE PROVIDED IN WHIH SE GROUT LIFTS SHLL NOT EXEED 8'-0" [.48 m]. PROVIDE 1 - #5 GRDE 60 [#16 GRDE 40] IN ENTER OF GROUTED ELL T LL ORNERS, INTERSETIONS, WLL ENDS, EM ERINGS, JMS, EH SIDE OF ONTROL JOINTS ND T INTERVLS NOT TO EXEED 48" [1.19 m] O.. UNLESS NOTED OTHERWISE ON PLN. DOWEL LL VERTIL REINFORING TO FOUNDTION WITH DOWELS TO MTH WLL REINFORING. PROVIDE - #5 GRDE 60 [#16 GRDE 40] ONTINUOUS HORIZONTL IN 8" [0.0 m] DEEP GROUTED OND EM T EH FLOOR ND ROOF LEVELS ND MIN 48" [1.19 m] LONG ELOW LL EM ERINGS. REINFORING RS SHLL ONFORM TO STM 615, GRDE 60 ksi [GRDE 40 MPa]. T SPLIES, LP RS 40 DIMETERS. T ORNERS ND INTERSETIONS, MKE HORIZONTL RS ONTINUOUS OR PROVIDE MTHING ORNER RS. ROUND OPENINGS IN WLLS, PROVIDE 1 - #4 GRDE 60 [#1 GRDE 40] TO EXTEND MINIMUM OF 4" [0.610 m] EYOND EDGE OF OPENING. G.STEEL LL WIDE FLNGE STEEL SHPES SHLL ONFORM TO STM 99. FOR S, M, ND HP SHPES ND HNNELS, STEEL SHLL ONFORM TO 6. TUE OLUMNS SHLL ONFORM TO STM 500 (GRDE ) LTEST EDITION. PIPE SHPES SHLL ONFORM TO STM 5 (GRDE ). NGLES ND PLTES SHLL ONFORM TO 6. FIELD ONNETIONS SHLL E STNDRD FRMED EM ONNETIONS WITH MXIMUM NUMER OF STM 5 /4" DIMETER OLTS TO FIT EM IN SINGLE ROW ND SHLL ONFORM TO STM 5N, ERING-TYPE ONNETION, UNLESS OTHERWISE NOTED. SEE SETION OF THE GENERL NOTES FOR SPEIL INSPETION ND TESTING REQUIREMENTS. STRUTURL STEEL SHLL E DETILED, FRITED ND ERETED IN ORDNE WITH LTEST PROVISIONS OF THE IS MNUL OF STEEL ONSTRUTION ND IS ODE OF STNDRD PRTIE. SHOP DRWINGS SHLL E SUMITTED TO THE RHITET OR ENGINEER FOR REVIEW PRIOR TO FRITION. SHOP DRWINGS SHLL DETIL EH EM, PPLILE ONNETIONS, LYOUT, ND RING. USE WELDERS MEETING THE REQUIREMENTS OF THE WS "STNDRD QULIFITION PROEDURE". OMPLY WITH WS D1.1 "STRUTURL WELDING ODE." LL WELDS SHLL E E70XXLH TYPIL UNLESS NOTED OTHERWISE. PRIME LL STEEL WITH PPROVED PRIMER. TOUH-UP PINT T EXPOSED OLTS, WELDS, ND RDED SHOP PINT RES. DRY PK OR GROUT FOR ERING PLTES SHLL E SHRINK RESISTNT EMEO 15 OR EQUIVLENT. EXPNSION OLTS, WHERE PPROVED Y ENGINEER, SHLL E "WEJ-IT", "RED HED", KWIKOLT", OR PPROVED WEDGE TYPE, INSTLLED IN ORDNE WITH THE MNUFTURER'S REQUIREMENTS. EPOXY OLTS, WHERE PPROVED Y ENGINEER, SHLL E SIMPSON ET, SET, OR PPROVED DHESIVE SYSTEM, INSTLLED IN ORDNE WITH THE MNUFTURER'S REQUIREMENTS. ONRETE SREW NHORS, WHERE PPROVED Y ENGINEER, SHLL E POWERS WEDGE-OLT NHORS, OR PPROVED NHOR SYSTEM, INSTLLED IN ORDNE WITH THE MNUFTURER'S REQUIREMENTS. SEE SETION OF THE GENERL NOTES FOR SPEIL INSPETION ND TESTING REQUIREMENTS. H.STRUTURL WOOD FRMING LL WOOD FOR STRUTURL FRMING SHLL E KILN DRIED DOUGLS FIR/LRH GRDED S PER LTEST EDITION "NTIONL DESIGN SPEIFITIONS FOR WOOD ONSTRUTION" Y THE NTIONL FOREST & PPER SSOITION ND WWP. STRUTURL JOISTS ( > X6) NO. OR ETTER Fb=900 PSI (x1.15 REP)(xF) Fv = 180 PSI E = PSI LIGHT FRMING STUDS X4(STUD OR ETTER) Fb = 700 PSI (x1.15 REP) Fcperp = 65 PSI Fcpar = 850 PSI FRMING STUDS X6 (NO. OR ETTER) Fb = 900 PSI (x1.15 REP) Fcperp = 65 PSI Fcpar = 150 PSI PRESSURE TRETED LUMER (HEM-FIR NO. OR ETTER) Fb = 850 PSI (x1.15 REP) Fv = 150 PSI E = PSI HEVY TIMER FRMING (DOUGLS FIR NO. 1 ) Fb = 150 PSI Fv = 170 PSI E = PSI FINGER-JOINTED STUDS MY E USED IN NON-STRUTURL PPLITIONS PROVIDED DESIGN VLUES S LISTED FOR LIGHT FRMING STUDS OVE RE HIEVED. SIZES SHOWN FOR STRUTURL WOOD FRMING RE NOMINL SIZES. PROVIDE SOLID LOKING ETWEEN LL JOISTS ND RFTERS T SUPPORTS ND MINIMUM 1 X 4 ROSS-RIDGING T NOT MORE THN 8'-0" O.. ETWEEN SUPPORTS EXEPT S OTHERWISE NOTED. PROVIDE DOULE JOISTS UNDER LL PRTITIONS RUNNING PRLLEL TO JOISTS ND SOLID LOKING UNDER LL PRTITIONS RUNNING PERPENDIULR TO JOISTS. PROVIDE RIDGING T NOT MORE THN 6'-0" O.. FOR STUD WLLS NOT OVERED Y SHETHING OR WLL OVERINGS MEETING I MINIMUM REQUIREMENTS. ONNETORS SHOWN ON THE PLNS RE MNUFTURED Y THE SIMPSON OMPNY. ONNETORS Y OTHER MNUFTURERS SHLL E DEEMED S EQUIVLENT IF THEIR RTED PITY IS EQUL TO OR GRETER THN THT OF THE ONNETOR SPEIFIED. FOLLOW MNUFTURER'S REOMMENDTIONS FOR NILS ND OLTS. LL NILING NOT NOTED SHLL E ORDING TO TLE R60.(1) OF THE INTERNTIONL UILDING ODE. PROVIDE SIMPSON H.5 TIE T EH ROOF RFTER ERING ONDITION, UNLESS NOTED OTHERWISE. WHEN PRESSURE TRETED OR WOLMNIZED MTERIL IS SPEIFIED, LL FSTENERS ND ONNETORS SHLL E EITHER HOT-DIP GLVNIZED OR STINLESS STEEL. PLYWOOD FOR ROOFS, FLOORS, ND SHER WLL SHETHING SHLL E P GRDE TRDEMRKED DX WITH EXTERIOR GLUE. LY UP PLYWOOD WITH FE GRIN PERPENDIULR TO SUPPORTS ND STGGER JOINTS FOR FLOOR ND ROOF SHETHING. PLYWOOD OVER DEKING TO E LYED PERPENDIULR TO DEKING. STGGER JOINTS TO VOID PLYWOOD EDGE LONG PLNK EDGE. LL NILING OMMON NILS; RING SHNKED FOR ROOF ND FLOOR SHETHING. REFER TO TLE ELOW FOR USE REQUIREMENTS: USE THIKNESS SPN/INDEX EDGE INTER RTIO NILING NILING SLOPED ROOF 5/8" /16 8d@6"O 8d@1"O FLOOR /4" T&G 48/4 8d@6"O 8d@1"O SHER WLL 1/" PLYW'D 4/0 8d@4"O 8d@1"O 1/" ORIENTED 4/0 10d@"O 10d@1"O STRND ORD LL EDGES OF SHER WLL SHETHING SHLL E LOKED. ORIENTED STRND ORD (OS) SHETHING MY E USED S N LTERNTE TO PLYWOOD WITH PRIOR PPROVL OF RHITET ND ENGINEER. ORIENTED STRND ORD (OS) SHETHING SHLL OMPLY NOT LESS THN TYPE M EXTERIOR GLUE ND SHLL HVE SPN RTING EQUIVLENT TO OR ETTER THN THE PLYWOOD IT REPLES. ONTT STRUTURL ENGINEER ND RHITET FOR SUSTITUTION PPROVL PRIOR TO ONSTRUTION. I. LL EXISTING ONDITIONS MUST E VERIFIED Y THE UILDER IN THE FIELD. UNKNOWN ND VRIED ONDITIONS MY E FOUND. NOTIFY THE ENGINEER OF NY STRUTURL ONDITIONS FOUND TO VRY FROM THT INDITED. DESIGN REVISIONS MY E REQUIRED, ND RE EXPETED S PROESS OF REMODEL WORK. J. LL DIMENSIONS ON STRUTURL DRWINGS SHLL E VERIFIED GINST THE RHITETURL ND DISREPNIES SHLL E ROUGHT TO THE TTENTION OF THE RHITET. K. THE RHITET MUST UTHORIZE LL SUSTITUTIONS. SUH UTHORIZTION DOES NOT RELIEVE THE ONTRTOR FROM ONFORMNE WITH THE DRWINGS ND SPEIFITIONS. L. OORDINTE LL OPENINGS THROUGH FLOORS, WLLS, ND ROOFS WITH THE MEHNIL ND ELETRIL ONTRTORS. M. DO NOT KFILL GINST WLLS UNTIL FLOOR ND ROOF SYSTEMS RING THOSE WLLS RE IN PLE. N.ONSTRUTION MTERILS SHLL E SPRED OUT IF PLED ON FRMED ONSTRUTION. LOD SHLL NOT EXEED THE DESIGN LIVE LOD PER SQURE FOOT. O.PROVIDE N LST STRP T LL DISONTINUOUS WLL PLTES. EXTEND STRP MINIMUM OF 1 EYOND INTERRUPTION, EH SIDE. NOMLIES MY INLUDE: STEEL OLUMNS, MEHNIL PENETRTIONS, ORNERS, LEVEL/SLOPED PLTE TRNSITION, HEVY TIMER KSPNS, ET. P. THE ONTRT STRUTURL DRWINGS ND SPEIFITIONS REPRESENT THE FINISHED STRUTURE. THEY DO NOT INDITE THE METHOD OF ONSTRUTION. THE ONTRTOR SHLL PROVIDE LL MESURES NEESSRY TO PROTET THE STRUTURE DURING ONSTRUTION. SUH MESURES SHLL INLUDE, UT NOT E LIMITED TO, RING, SHORING FOR LODS DUE TO ONSTRUTION EQUIPMENT, ET. OSERVTION VISITS TO THE SITE Y THE STRUTURL ENGINEER SHLL NOT INLUDE INSPETION OF THE OVE ITEMS NOR WILL THE STRUTURL ENGINEER E RESPONSILE FOR THE ONTRTOR'S MENS, METHODS, TEHNIQUES, SEQUENES FOR PROEDURE OF ONSTRUTION, OR THE SFETY PREUTIONS ND THE PROGRMS INIDENT THERETO PRELIMINRY NOT FOR ONSTRUTION

9 4-L 1 1/ x1 1/ x ENTER OF TRUSS ROOF PURLINS -Lxx/16 K TO K TOP HORDS -L 1 1/ x 1 1/ x /16 K TO K WES SNDWIH NGLE ON E. SIDE OF HORD MEMERS 6 -Lxx/16 K TO K OTTOM HORDS 1/"Ø [1mm] THRU E. END OF WE MEMERS ON. FRME EM SEE SHEET 1 ROOF 1 1/"= T. ON. SL SL REINF. OLUMN TIES, SEE SHTS S. & S.4 FOR SPING & LOTIONS OL. REINF. W/ STD HOOKED ENDS SEE DET. 4/ OUTSIDE FE OF WLL MUST RUN ONTINUOUS PST ORNER OF EXIST'G FDN WLL 4" [0.10 m] -#5 GRDE 60 [#16 GRDE 40] x TOP & OT. OF NEW FDN WLL SEE DET. 1/ # GRDE 60 [#10 GRDE 40] STIRRUPS PER DET. 1/ PD FTG REINF. " [0.076 m] LR " [0.076 m] LR #5 GRDE 60 [#16 GRDE 40] 1" O.. [@ 0.05 m O..] # GRDE 60 [#10 GRDE 40] 1" O.. [@ 0.05 m O..] EXIST'G RULE FDN WLL (V.I.F.) 16 INTEGRL ONRETE /4"= ON. EXIST'G /4"= 1104 SL & REINF. T. ON. SL 8" [0.0 m] # GRDE 60 [#10 GRDE 40] 1" O.. [0.05 m O..] 8" [0.0 m] x 1" [0.04 m] PRELIMINRY NOT FOR ONSTRUTION 15 ONRETE FRME 1"= 1104 S4.