1. SHORING IS NOT UNDER P.E.C. S SCOPE OF WORK AND SHALL BE DESIGNED BY OTHERS.

Transcription

1 GENER STRUTUR NOTES GEOTEHNI NOTES SHORING OF EXVTIONS REINFORED ONRETE ONTINUED STRUTUR STEE 1. RED STRUTUR DRWINGS IN ONJUNTION WITH THE RHITETUR, IVI, NDSPE, EHNI ND EETRI DRWINGS. 2. HEK ND VERIFY DIENSIONS WITH THE RHITETUR DRWINGS EFORE OENING WITH WORK. NOTIFY PROTOSTTIX ENGINEERING ONSUTNTS (P.E..) OF NY DISREPNIES, ERRORS OR OISSIONS. 3. DRWINGS SHOW OPETED STRUTURE ONY. TEPORRY SUPPORT ND RING FOR ONSTRUTION ODING ONDITIONS IS THE RESPONSIIITY OF THE ONTRTOR. 4. DO NOT ONSTRUT FRO THESE DRWINGS UNESS RKED ISSUED FOR ONSTRUTION. 5. RED THE STRUTUR DRWINGS IN ONJUNTION WITH THE SPEIFITIONS ND OTHER ONTRT DOUENTS. 6. GENER ONTRTOR TO VERIFY ND RK UNDERGROUND INES ND RE-ENSURE THT NEW FOUNDTIONS DO NOT INTERFERE WITH NY UNDERGROUND UTIITY INES. 7. VERIFY ND OTE EXISTING FOUNDTIONS ND OORDINTE WITH THE OTIONS OF NEW FOUNDTIONS PRIOR TO OENING WITH WORK. SITE REVIEW 1. NOTIFY THE ENGINEER 48 HOURS IN DVNE FOR REVIEW OF THE FOOWING: ONRETE REINFOREENT STRUTUR STEE STEE DEKING IGHT GUGE STEE STUDS EFORE EH POUR EFORE OVERING UP EFORE OVERING UP EFORE OVERING UP P.E.. PROVIDES FIED REVIEW ONY FOR THE WORK SHOWN ON THESE STRUTUR DRWINGS. THIS REVIEW IS NOT FU-TIE REVIEW UT IS PERIODI REVIEW T THE SOE DISRETION OF P.E.. IN ORDER TO SERTIN THT THE WORK IS IN GENER ONFORNE WITH THE PNS ND SUPPORTING DOUENTS PREPRED Y P.E.. FIED REVIEW Y P.E.. IS NOT RRIED OUT FOR THE ONTRTOR S ENEFIT. IT REINS THE ONTRTOR S RESPONSIIITY TO UID THE WORK IN ONFORNE WITH THE ONTRT DOUENTS. P.E.. SH NOT E RESPONSIE FOR THE TS OR OISSIONS OF THE ONTRTOR, SU-ONTRTOR, OR NY OTHER PERSONS PERFORING NY OF THE WORK, OR FOR THE FIURE OF NY OF THE TO RRY OUT THE WORK IN ORDNE WITH THE ONTRTOR DOUENTS. P.E.. WI REVIEW SHOP DRWINGS PERTINING TO WORK SHOWN ON P.E.. S DRWINGS. THE EXTENT OF THIS REVIEW IS T THE SOE DISRETION OF P.E.. S ENGINEER ND IS FOR THE SOE PURPOSE OF SERTINING GENER ONFORNE WITH THE STRUTUR DESIGN ONEPT. THE REVIEW IS NOT N PPROV OF THE DESIGN, DETIS ND DIENSIONS INHERENT IN THE DESIGNS SUITTED Y OTHERS. SUH REVIEW SH NOT REIEVE THE ONTRTOR OF HIS RESPONSIIITY FOR ERRORS ND OISSIONS IN THE SHOP DRWINGS OR FOR EETING REQUIREENTS OF THE ONTRT DOUENTS. DESIGN ODS UNESS NOTED OTHERWISE ODS NOTED EOW RE SPEIFIED ODS. 1. TER ODS FRO WIND WIND ODS: REFERENE WIND PRESSURE (q 1/10) 7.0 psf 9.5 psf REFERENE WIND PRESSURE (q 1/50) INTERN PRESSURE TEGORY 2.0 IPORTNE FTOR 1.0 ERTHQUKE ODS: Sa (0.2) 0.12 Sa (0.5) 0.06 Sa (1.0) 0.02 Sa (2.0) 0.01 PG 0.06 IPORTNE FTOR 1.0 Rd = 1.5 Ro = 1.3 SITE SSIFITION REFER TO GEOTEHNI REPORT. TER ODS FRO WIND ND ERTHQUKE RE RESISTED Y STEE RING ND / OR SHER WS. 2. FOOR ODS DED OD SUITES ORRIDOR IVE OD SUITES ORRIDOR 100 psf 75 psf 40 psf 100 psf OTHER ODS: FOOR TRUSSES OVE EHNI ROO TO E DESIGNED FOR N DDITION OTTO HORD IVE OD OF 10 psf. EHNI UNITS. HOUSEKEEPING PDS 50 psf (4 ). FOR OTIONS. ISENEOUS ODS SHOWN DIRETY ON THE PNS. WTER INE ODS SEE THIS DRWING. 3. ROOF ODS DED OD SNOW OD S RIN 25 psf 34 psf + SNOW PIING 4 (ONE DY RIN) OTHER ODS: SNOW PIING ODS SEE DRWING S4.4 RIN PONDING ODS SEE DRWING S4.5 WIND UPIFT ODS SEE DRWING S4.5 ROOF JOIST OVE EHNI ROO TO E DESIGNED FOR N DDITION OTTO HORD IVE OD OF 10 psf (0.5 kpa). F RREST SYSTES. PVERS 30 psf. REFER TO RH. DRWINGS FOR OTIONS. UK HEDS 20 psf. REFER TO RH. DRWINGS FOR OTIONS. ISENEOUS ODS SHOWN DIRETY ON THE PNS. WTER INE ODS SEE THIS DRWING. 4. TEPORRY ONSTRUTION ODS SH NOT EXEED THE DESIGN PRETERS ND SH NOT E PPIED EFORE THE STRUTURE HS SUFFIIENT STRENGTH ND STIITY. NON-STRUTUR EEENTS 1. NON STRUTUR EEENTS OR SEONDRY STRUTUR EEENTS RE NOT THE RESPONSIIITY OF P.E.. ND RE TO E DESIGNED Y OTHERS. PROFESSION ENGINEER S SE Y E REQUIRED FOR SOE OR SUH EEENTS. NON STRUTUR EEENTS OR SEONDRY STRUTUR EEENTS, IF PPERING ON P.E.. S DRWINGS, RE FOR INFORTION ND / OR OORDINTION ONY. DESIGN NON STRUTUR EEENTS OR SEONDRY STRUTUR EEENTS IN ORDNE WITH THE TEST ODES ND STNDRDS. 2. EXPES OF NONSTRUTUR EEENTS INUDE, UT RE NOT IITED TO:. RHITETUR OPONENTS SUH S GURDRIS, HNDRIS FG POSTS, WNINGS, EIINGS, IWORK ET.. NDSPE EEENTS SUH S ENHES, IGHT POSTS, PNTERS, ET.. DDING, GZING, WINDOW UIONS, PRTITION WS. D. RHITETUR PREST, PREST DDING. E. SKYIGHTS. F. EHNI ND EETRI EQUIPENT, OPONENTS ND THEIR TTHENT DETIS. G. WINDOW WSHING EQUIPENT ND THEIR TTHENTS. H. ESTORS, EEVTORS ND ONVEYING SYSTES. I. RIK OR OK VENEERS ND THEIR TTHENTS. J. NON STRUTUR ONRETE TOPPINGS. 1. GEOTEHNI REPORT Y HOGGN ENGINEERING & TESTING (1980) TD. HS EEN PREPRED FOR THE PROJET. THE REPORT IS DTED JUNE 10, 2012 ND TITED "GEOTEHNI INVESTIGTION PROPOSED PEI T STRTHON UIDING OT 13, OK 51, PN , ST VENUE, EDONTON, ERT". 2. REFER TO FOUNDTION PN FOR DDITION NOTES REGRDING THE PPIE FOUNDTION SYSTE. 3. TER SOI PRESSURE ON WS INUDING SURHRGE SH E S FOOWS. UNESS NOTED OTHERWISE IN THE GEOTEHNI REPORT. 4. KFI TERIS ND KFI INSTTION SH E REVIEWED Y GEOTEHNI ENGINEER TO ENSURE OPINE WITH THE REOENDTIONS S NOTED IN THE GEOTEHNI REPORT. 5. EXVTION REQUIREENTS SH E REVIEWED ND PPROVED Y GEOTEHNI ENGINEER PRIOR TO PROEEDING WITH WORK. 6. SEE RHITETUR DRWINGS ND SPEIFITIONS FOR DP PROOFING OR WTER STOP REQUIREENTS. 7. FOR GROUND EEVTIONS ND DRINGE SOPES, SEE RHITETUR DRWINGS. GRDE H (FOOTINGS) FOUNDTION 150 psf (7.5 kpa) 0.6 x (125 lbs/ft³ x H psf) 1. FOUNDTION DESIGN IS SED ON THE GEOTEHNI REPORT STTED OVE. REFER TO THE REPORT FOR NY PRTIURS S TO SOI ONDITION ND FOUNDTION REOENDTIONS. 2. ENSURE THT THE REQUIREENTS OUTINED IN THE GEOTEHNI REPORT RE RED ND UNDERSTOOD PRIOR TO OENING WITH FOUNDTION WORK. 3. PREPRE FOUNDTION SOIS IN ORDNE WITH THE GEOTEHNI REPORT STTED OVE. STRUTUR KFI ND S SU-SE TO OPY WITH THE GEOTEHNI REPORT. PROVIDE 8-2 INIU OVER FOR FROST PROTETION TO EXTERIOR FOOTINGS. 4. FOOTINGS HVE EEN DESIGNED ON THE SIS OF THE FOOWING ERINGS PITIES: SPRED FOOTINGS 3342 psf (FTORED) STRIP FOOTINGS 2820 psf (FTORED) FI ND OPTION S PER THE GEOTEHNI REPORT 5. ENSURE THT GEOTEHNI ENGINEER INSPETS THE ERING SOIS ND ONFIRS THEIR OD RRYING PITY IN WRITING PRIOR TO OENING WITH WORK. P.E.. IS NOT RESPONSIE FOR ONFIRING FOUNDTION PITIES OF SOI. 6. FOOTING EEVTIONS IF SHOWN RE NOT FIN ND Y VRY ORDING TO SITE ONDITIONS. DEPTH OF FOOTINGS SH E T THE DISRETION OF THE GEOTEHNI ONSUTNT. EXTEND FOOTINGS TO ERING YER PPROVED Y THE GEOTEHNI ENGINEER. INFOR P.E.. OF SUH SES PRIOR TO ONSTRUTION. 7. OORDINTE WEEPING TIE REQUIREENTS WITH RHITETUR DRWINGS ND GEOTEHNI REPORT. 8. FOOTINGS Y HVE TO E OWERED TO OODTE EHNI OR EETRI SERVIES. SEE EHNI ND EETRI DRWINGS FOR EEVTIONS. DO NOT UNDERINE FOOTINGS Y EXVTION FOR SERVIES, PITS, ET. 9. TIE DOWES ND NHOR OTS IN PE EFORE POURING ONRETE. USE TEPTES TO ENSURE ORRET PEENT. NO WET SETTING OWED. 10 PROVIDE ONRETE GROUND SE UNDER FOOTING S REQUIRED Y GEOTEHNIONDITIONS. 11. PROTET ERING SURFES FRO FREEZING EFORE ND FTER FOOTINGS RE POURED. 12. FOR DDITION NOTES ND REQUIREENTS SEE SPEIFITIONS. 13. VERIFY ND RK UNDERGROUND INES ND RE-ENSURE THT NEW FOOTINGS DO NOT INTERFERE WITH NY UNDERGROUND UTIITY INES. 14. VERIFY ND OTE EXISTING FOUNDTIONS ND OORDINTE WITH THE OTIONS OF NEW FOUNDTIONS PRIOR TO OENING WITH WORK. (PIES) FOUNDTION 1. FOUNDTION DESIGN IS SED ON THE GEOTEHNI REPORT STTED OVE. REFER TO THE REPORT FOR NY PRTIURS S TO SOI ONDITION ND FOUNDTION REOENDTIONS. 2. ENSURE THT THE REQUIREENTS OUTINED IN THE GEOTEHNI REPORT RE RED ND UNDERSTOOD PRIOR TO OENING WITH FOUNDTION WORK. 3. ONRETE ST IN PE END ERING PIES HVE EEN DESIGNED ON THE SIS OF / N FTORED / OWE END ERING PITY OF psf IN THE ERING STRTU REOENDED IN THE GEOTEHNI REPORT. 4. PRIOR TO PING ONRETE FOR PIE FOUNDTIONS, ERING STRT FOR PIES SH E INSPETED Y GEOTEHNI ONSUTNT TO ONFIR THEIR OD RRYING PITY IN WRITING PRIOR TO OENING WITH WORK. P.E.. IS NOT RESPONSIE FOR ONFIRING FOUNDTION PITIES OF SOI. 5. PIE ENGTHS SHOWN RE NOT FIN ND Y VRY ORDING TO SITE ONDITIONS. ENGTH OF PIE SH E T THE DISRETION OF THE GEOTEHNI ONSUTNT. EXTEND PIES TO ERING YER PPROVED Y THE GEOTEHNI ENGINEER. INFOR P.E.. OF SUH SES PRIOR TO ONSTRUTION. 6. TIE DOWES ND NHOR OTS IN PE EFORE POURING ONRETE USE TEPTES TO ENSURE ORRET PEENT. NO WET SETTING OWED. 7. PIES SH E PED WITH THE FOOWING TOERNES: NOT ORE THN 2% OF ITS ENGTH OUT OF PU VERTIY. NOT ORE THN 2 (50mm) OFF ENTER T THE TOP. 8. PROVIDE SING S REQUIRED. 9. PROVIDE SEPRTE PRIE FOR FU SING OF PIES. 10. PROVIDE UNIT RTE FOR SING OF PIE DIETERS SHOWN ON DRWINGS. 11. FOR DDITION NOTES ND REQUIREENTS SEE SPEIFITIONS. EXPOSURE SS S-2 N N N S-2 N 1. SHORING IS NOT UNDER P.E.. S SOPE OF WORK ND SH E DESIGNED Y OTHERS. 2. DESIGN SH E SED ON THE RITERI REOENDED IN THE SOIS REPORT ND SH E TO ITY STNDRDS OR THE PPIE GOVERNING UTHORITY. 3. WHERE REQUIRED, SHORING ONTRTOR TO OTIN NEESSRY PPROVS FOR INSTTION OF TIE-K NHORS OUTSIDE THE INDITED PROPERTY INE. ONTRTOR SH ESTISH THE OTION ND EXTENT TO UNDERGROUND UTIITY INES WHERE INTERFERENE WITH EXVTION / SHORING OPERTIONS RE POSSIE TO OUR. 4. EXINE THE SITE PN FOR EXISTING GRDE EEVTIONS. ONTRTOR TO DETERINE EXTENT OF SHORING REQUIRED ND SURHRGE REQUIREENTS FRO SITE ONDITIONS. DESIGN FOR INIU OF 200 psf (9.6 kpa) SURHRGE. 5. SODIER PIE OTIONS TO E REVIEWED FOR INIU INTERFERENE TO OUNS, WS ND REINFOREENT. KE PROVISIONS IN EEDDED PTES TO OW FOR THE ONTINUITY OF W REINFORING. ONRETE 1. ONRETE TO ONFOR TO THE TEST ODES ND STNDRDS EING NOR WEIGHT EETING THE FOOWING REQUIREENTS / THE REQUIREENTS IN THE SPEIFITIONS. 2. DIXTURES ONTINING IU HORIDE RE NOT PERITTED. 3. SUPERPSTIIZING DIXTURE IS PERITTED TO OW PUPING OR IPROVE SURFE FINISHING OF ONRETE. SUPERPSTIIZING TO E IN STRIT ORDNE WITH THE ONRETE SUPPIER S REOENDTIONS. 4. FOR FOOR SS, DESIGN THE ONRETE IXTURE WITH GGREGTE GRDING ND WTER TO EENTING TERIS RTIO THT INIIZES SHRINKGE. 5. REJET ONRETE WHEN TIE ETWEEN THING ND PING EXEEDS TWO HOURS. 6. DO NOT DD WTER TO THE ONRETE ON SITE UNESS UTHORIZED Y THE ONRETE SUPPIER. 7. PROTET ONRETE FRO DVERSE WETHER ONDITIONS IN ORDNE WITH THE TEST ODES ND STNDRDS. 8. FOR DDITION NOTES ND REQUIREENTS SEE SPEIFITIONS. USE FOOTINGS, PIES, ND PIERS INTERIOR ES, OUNS, ND INTERIOR WS INTERIOR SS ON GRDE STOOPS (STRUTUR OR ON GRDE) PRKING SS, PRKING RPS ND ONRETE PRONS SIDEWKS, URS ND GUTTERS, SPSH PDS ND SUP PITS INTERIOR ENSING FOR EETRI DUT NKS ND ONDUITS ND EHNI DUTS UNDERGROUND ENSING FOR EETRI DUT NKS, ONDUITS ND EHNI DUTS ONRETE TOPPING FOR INTERIOR FOOR DEKS ONRETE STRENGTH ND IX SPEIFITIONS EENT TYPE HS GU GU GU GU GU GU HS GU IN. STRENGTH DYS DYS DYS DYS DYS DYS DYS DYS DYS SUP X. GG. SIZE (100mm) 3" (75mm) 3" (76mm) 3" (76mm) 3" (76mm) 3" (76mm) 2 1/ (63mm) 3" (76mm) 3 1/ (89mm) S-2 FOUNDTION WS HS DYS (100mm) N STRUTUR SS GU DYS ONRETE FORWORK FOR WORK TO ONFOR TO THE TEST ODES ND STNDRDS. 3/ (19mm) 3/ (19mm) 3/ (19mm) 3/ (19mm) 3/ (19mm) 3/ (19mm) 3/ (19mm) 3/ (19mm) 3/ (10mm) W/ RTIO IR ENTRINENT 4% - 7% NONE REQUIRED NONE REQUIRED 5% - 8% 5% - 8% 5% - 8% NONE REQUIRED 4% - 7% NONE REQUIRED 1. REFER TO RHITETUR DRWINGS FOR HFERS ON ORNERS OF OUNS, ES ND WS. USE 3/4 x 3/4 (19mm x 19mm) FORED HFERS ON EXPOSED ORNERS UNESS OTHERWISE SHOWN ON DRWINGS / RHITETUR DRWINGS. REFER TO SPEIFITIONS FOR DDITION REQUIREENTS. 2. VOID FOR TERIS SH E DYNVOID (40144) OR EQUIVENT. 3. RER SH E FREE OF RESIDU EENT PSTE ND FOR OI. 4. FOR DDITION NOTES ND REQUIREENTS SEE SPEIFITIONS. REINFORED ONRETE 1. REINFORED ONRETE WORK SH ONFOR TO THE REQUIREENTS OF THE TEST ODES ND STNDRDS. 2. REINFORING STEE: IET-STEE ONFORING TO THE TEST ODES ND STNDRDS. REINFORING SH E GRDE 400. USE GRDE 400W WHERE WEDING IS NOTED. 3. ENDING, UTTING ND PING OF REINFORING STEE SH ONFOR TO THE TEST ODES ND STNDRDS. 4. WEDING SH ONFOR TO THE TEST ODES ND STNDRDS. 5. INIU REINFOREENT S PER THE INIU REQUIREENTS NOTED EOW. 6. RER SH E FREE OF RESIDU EENT PSTE ND FOR OI. 7. REINFORED ONRETE WORK SH ONFOR TO THE REQUIREENTS OF THE TEST ODES ND STNDRDS. 8. ONRETE OVER TO REINFORING STEE SH ONFOR TO THE PPIE REQUIREENTS ISTED EOW THT RESUTS IN THE GRETER OUNT OF OVER. EXPOSURE ONDITION ST GINST ND PERNENTY EXPOSED TO ERTH (FOOTINGS) FORED SURFES EXPOSED TO ERTH (FOUNDTION WS ND RETINING WS) ER ONRETE OVER SHEDUE EXPOSURE SS N 3" (75mm) 1 5/ (40mm) INTERIOR S ON GRDE 3/ (20mm) STOOPS (STRUTUR OR ON GRDE) - TOP STEE - OT STEE PRKING SS, PRKING RPS ND ONRETE PRONS (INUDING DOWES) - TOP STEE - OT STEE SIDEWKS, URS ND GUTTERS, SPSH PDS ND SUP PITS F-1, F-2 S-1, S-2 3" (75mm) 1 5/ (40mm) EXTERIOR OUNS, WS ND STRUTUR SS - 1 5/ (40mm) INTERIOR OUNS, WS ND STRUTUR SS 1 1/ (30mm) - - 3" (75mm) 3/ (19mm) 3/ (19mm) -X, -1, -3-1, -2, -3 3" (75mm) 2 3/ (60mm) -2, -4 - EXPOXY- OTED RS NO - NO NO - 2 3/ (60mm) 1 5/ (40mm) - 2 3/ (60mm) 1 5/ (40mm) / (20mm) % - 7% 0.50 NONE REQUIRED - NO NO - YES YES NO 2 3/ (60mm) NO RTIO OF OVER TO NOIN DIETER FY SH ONTENT (%) SUIT TO P.E. FOR REVIEW THE OTION OF ONSTRUTION JOINTS NOT SHOWN ON THE DRWINGS. 10 VERTI ONTRO JOINTS IN PERIETER ONRETE WS SH E SPED T NO ORE THN 18-0 (5400mm) O/. 11. HORIZONT ONSTRUTION JOINTS SH NOT E DE IN ES UNESS SHOWN ON THE DRWINGS. 12. SUIT TO P.E. FOR REVIEW THE OTIONS OF SEEVES ND OPENINGS NOT SHOWN ON THE DRWINGS. P.E.. WI PROVIDE STRUTUR DETIS UPON REQUEST. 13. SEEVES SH NOT E PED HORIZONTY ONG OR VERTIY THROUGH ES UNESS UTHORIZED Y P.E.. INIU REQUIREENTS UNESS OTHERWISE NOTED ON DRWINGS R SIZE R EEDENT ND P SPIE TE EEDENT ENGTH TENSION P SPIE ENGTH EEDENT ENGTH OPRESSION P SPIE ENGTH 10 16" (400mm) 20" (500mm) (200mm) (300mm) 15 2 (600mm) 30" (750mm) (300mm) 1 (450mm) 20 30" (750mm) 40" (1000mm) 16" (400mm) 2 (600mm) 25 4 (1200mm) 6 (1550mm) 20" (500mm) 30" (750mm) 30 5 (1450mm) 7 (1850mm) 2 (600mm) 36" (900mm) 35 60" (1500mm) 86" (2150mm) 2 (700mm) 4 (1050mm) TE NOTES: 1. SED ON TEST ODES ND STNDRDS. 2. NOR DENSITY ONRETE OF STRENGTH T EST 25 Pa. 3. ENOSED Y INIU STIRRUPS OR TIES. 4. ER OVER T EST 1.0 X R DIETER. 5. ER SPING T EST 1.4 X R DIETER. 6. INRESE ENGTHS TO 1.31 X ENGTH ISTED FOR EPOXY OTED REINFORING. INIU STRUTUR S REINFOREENT TE ON DRWINGS S THIKNESS STRUTUR SS < 5" (130mm) (300mm) EH WY OTTO < 6" (150mm) (300mm) EH WY OTTO < 7" 175mm) 9" (225mm) EH WY OTTO < (200mm) (200mm) EH WY OTTO < 9" (225mm) 7" (175mm) EH WY OTTO < 10" (250mm) (300mm) EH WY OTTO < (300mm) 10" (250mm) EH WY OTTO TE NOTES: 1. INIU THIKNESS OF STRUTUR SS IS 5" (125mm) 2. PROVIDE INIU REINFORING PERPENDIUR TO PRINIP REINFOREENT IN ONE-WY SS. PE TERNTING TOP ND OTTO WHERE TOP REINFORING SPEIFIED. 3. PROVIDE INIU 2-20 INTEGRITY STEE ETWEEN OUNS IN TWO-WY STRUTUR SS, WITH THE EXEPTION OF IN FOOR SS WITH NO SEENT. 4. FOR ONE WY SS, PROVIDE INIU g RER IN DIRETION PERPENDIUR TO PRINIP REINFOREENT ON PNS. 5. FOR NTIEVERS ND SS ONTINUOUS OVER WS ND ES PROVIDE INIU (300mm) TOP REINFOREENT ON PNS. INIU S ON GRDE REINFOREENT TE ON DRWINGS S THIKNESS SS ON GRDE < (100mm) 1 (350mm) < 5" (130mm) 1 (350mm) < 6" (150mm) (300mm) < 7" (175mm) 11" (275mm) < (200mm) 10" (250mm) < 9" (225mm) 10" (250mm) < 10" (250mm) 10" (250mm) < (300mm) 10" (250mm) TE NOTES: 1. INIU THIKNESS OF SS ON GRDE IS (100mm). S 1. DESIGN, FRITE ND ERET STRUTUR STEE IN ORDNE WITH THE TEST ODES ND STNDRDS. 2. REFER TO SPEIFITIONS FOR TERI GRDE REQUIREENTS. 3. DESIGN ONNETIONS IN ORDNE WITH THE TEST ODES ND STNDRDS. UNESS NOTED OTHERWISE, DESIGN ONNETIONS FOR NON-OPOSITE ES FOR 50% OF THE SHER RESISTNE TUTED IN THE TEST EDITION OF THE IS HNDOOK OF STEE ONSTRUTION. DESIGN ONNETIONS DESIGNTED FOR E SIZES ND SPNS SHOWN ON DRWINGS. USE INIU OF 3-3/ (19mm) Ø OTS IN EH OTED ONNETIONS. OIZE HSS REINFOREENT IF REQUIRED DUE TO ONNETION. TYPE SH E THE RESPONSIIITY OF THE STRUTUR STEE SUPPIER. 4. WEDING SH ONFOR TO THE TEST ODES ND STNDRDS ND E DONE WITH THING EETRODES. 5. GROUT UNDER OUN SH E NON-SHRINK, NON-STIN ND PED IN ORDNE WITH NUFTURE S REOENDTIONS. THE INIU OPRESSIVE STRENGTH OF GROUT SH E 30 Pa T 7 DYS. 6. PROVIDE 3/8 (10mm) P PTES ON TOP OF HSS OUNS UNESS NOTED OTHERWISE. 7. HEDERS TO OE WITH 3/8 (10mm) P PTES ND TO E WEDED ROUND TO STEE SUPPORTS ON EH END. 8. FRE OPENINGS IN STEE DEK GRETER THN 18 (450mm) WITH 100x9 ROUND UNESS NOTED OTHERWISE ON DRWINGS. SEE TYPI DETI. 9. PROVIDE 200x17 FRING UNDER ROOF TOP UNITS UNESS NOTED OTHERWISE ON DRWINGS. SEE TYPI DETI. 10. STEE PRIER S PER SPEIFITIONS. 11. SUIT PPROPRITE NUER OF SHOP DRWINGS TO P.E.. PRIOR TO FRITION. SHOW DETIS, INUDING FIED WEDS, ND TERI SPEIFITIONS. SHOP DRWINGS TO E SIGNED ND SEED Y THE PROFESSION ENGINEER REGISTERED IN THE PROVINE OF ERT RESPONSIE FOR THE DESIGN OF ONNETIONS. 12. OW FOR TERIS ND WORKNSHIP TESTING Y N INDEPENDENT INSPETION ND TESTING FIR S PER THE SPEIFITIONS. 12 FOR DDITION NOTES ND REQUIREENTS SEE SPEIFITIONS. ET STUD 1. STEE STUDS SH E DESIGNED ND INSTED Y STEE STUD SUPPIER IN ORDNE WITH THE TEST ODES ND STNDRDS FOR THE ODS INDITED UNDER "DESIGN ODS" ND SH ONFOR TO THE FOOWING INIU REQUIREENTS: 6 (150mm) STUDS, 18ga. IN, 16 (400mm) O/. INRESE GUGE OR DERESE SPING IF NEESSRY TO HIEVE PITY UNDER DESIGN ODS. SEE RHITETUR DRWINGS FOR DDITION INFORTION. 2. STEE STUDS ERETED /W RING HNNE SPED T NO ORE THN 4-0 (1200mm) O/ VERTI. 3. SUIT PPROPRITE NUER OF SHOP DRWINGS TO P.E.. FOR ET STUD WS ND THEIR ONNETIONS PRIOR TO FRITION. SHOP DRWINGS SH E SIGNED ND SEED Y THE PROFESSION ENGINEER REGISTERED IN THE PROVINE OF ERT RESPONSIE FOR THE DESIGN OF THE STEE STUDS ND THEIR ONNETIONS. SHORING OF STRUTURE 1. SHORING IS NOT UNDER P.E.. S SOPE OF WORK ND SH E DESIGNED Y OTHERS. 2. SUIT PPROPRITE NUER OF SHOP DRWINGS FOR P.E.. S REORD ONY. SHOP DRWINGS TO E STPED Y PROFESSION ENGINEER REGISTERED IN ERT RESPONSIE FOR THE DESIGN ND FRITION OF SHORING. TYPI WTER INE ODING DETIS FOR WTER PIPE ND / OR SPRINKER INE OTION, SEE EHNI DRWINGS. SUPPORTING JOISTS/TRUSSES SH E DESIGNED TO WITHSTND WTER FIED PIPES. PIPE ODS 'W' S SHOWN IN DDITION TO THE SI SPEIFIED DESIGN. 1/3 S 2/3 S SER THN (50mm)...IGNORE (50mm) Ø PIPE...w = 7.00 lb/ft 3" (76mm) Ø PIPE...w = lb/ft (100mm) Ø PIPE...w = lb/ft 5" (130mm) Ø PIPE...w = lb/ft PUS 100 lbs (45 kg) 6" (150mm) Ø PIPE...w = lb/ft T THE POINT OF HNGING (200mm) Ø PIPE...w = lb/ft RGER THN...NOT PERITTED EHNI PIPES (50mm) OR RGER SH E HUNG FRO THE TOP HORD OF JOISTS/TRUSSES T PNE POINTS ONY. DUT WORK Y E HUNG FRO TOP OF JOISTS/TRUSSES T OTIONS OTHER THN PNE POINTS. PNE POINT PIPE INE PRE TO JOISTS: 2/3 P (TYP.) 1/3 P (TYP.) PIPE TOP HORD OTTO HORD POINT OF SUPPORT T PNE POINT P = w lbs (45 kg) w = SEE OVE (Ø OF PIPE)... lb/ft = SPING OF PIPE SUPPORTS... ft (m) JOISTS /TRUSSES JOISTS /TRUSSES PIPE PERPENDIUR TO JOISTS: JOISTS/TRUSSES P P P P = w lbs (45 kg) w = SEE OVE (Ø OF PIPE)... lb/ft = SPING OF PIPE SUPPORTS... ft (m) PIPES RE NOT PERITTED TO E SUPPORTED OFF OTTO HORD OF TRUSSES/JOISTS. 3. SHOP DRWINGS FOR NON STRUTUR EEENTS WHIH Y FFET THE PRIRY STRUTUR SYSTE SH E SUITTED TO P.E.. THESE DRWINGS WI E REVIEWED ONY FOR THE EFFET OF THE EEENT ON THE PRIRY STRUTUR SYSTE. 12. VERIFY ND RK UNDERGROUND INES ND RE-ENSURE THT NEW PIE OTIONS DO NOT INTERFERE WITH NY UNDERGROUND UTIITY INES. 13. VERIFY ND OTE EXISTING FOUNDTIONS ND OORDINTE WITH THE OTIONS OF NEW FOUNDTIONS PRIOR TO OENING WITH WORK. RTIO OF OVER TO NOIN XIU GGREGTE SIZE EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

2 GENER FOOR FRING NOTES NHORGE ND ONNETIONS 1. REFER TO DRWINGS S1.1 TO S1.7 FOR GENER NOTES, SHEDUES, ND TYPI DETIS. 2. T/O ON. FOOR S IS T EEVTION: IN FOOR =100'-0" 2ND FOOR = 113'-0" 3RD FOOR = 123'- 4TH FOOR = 133'- 3. U/S. ROOF STEE DEK: 143'-10 1/, OORDINTE WITH RHITETUR DRWINGS. 4. T/O ONRETE FOOR S EEVTIONS RE NOTED ON PN. NOTE: OVE NOTED EEVTIONS TO E O-ORDINTED WITH RHITETUR DRWINGS PRIOR TO OENING WITH WORK. 5. TYPI OS (OR OS DEK) FOOR TO ONSIST OF: OPOSITE FOOR DEK fy = 280 Pa REINFORING RER IN FUTES = 25 (UNESS NOTED OTHERWISE) TOP REINFOREENT = 152x /13.3 WW S DEPTH OVE OS hc = (f'c = 30 Pa) SHORING REQUIREENT Y ONTRTOR. PROVIDE DDITION x 6'-0" G. TO E DDED SPNNING PERPENDIUR OVE OD ERING WS/ES (UNESS NOTED OTHERWISE. 6. TYPI ORRIDOR FOOR TO ONSIST OF : 3" VIWEST H308 (OR PPROVED EQU) Z275 GVNIZED OPOSITE FOOR DEK (20 ga.) TOP REINF.= 152x /13.3 W.W.. S DEPTH OVE ET DEK = 2 1/( f'c= 30 Pa.) SHORING TO E IN ORDNE WITH THE GUIDEINES SPEIFIED Y THE STEE DEK NUFTURER. 1. SEUREY NHOR ET STUD TRKS TO IN STRUTURE WITH FSTENERS SPED T XIU 400mm O/, ND OTED NOT ORE THN 50mm FRO TRK ENDS. UNESS OTHERWISE INDITED, NHOR OPONENTS S FOOWS: TO ONRETE WITH DRIED INSERTS TO STEE WITH SREWS, WEDS, EXPOSIVE POWDER TUTED FSTENERS, OR OTS. 2. INST POWDER TUTED FSTENERS IN ORDNE WITH NUFTURERS INSTRUTIONS, STRITY OSERVING INIU REOENDED EDGE DISTNES. 3. ONNET FRING EERS USING OTS OR SREWS. 4. USE WFER HED SREWS WHERE PNE PRODUTS WI E INSTED GINST FSTENING DEVIES. SUITTS 1. SUIT SHOP DRWINGS DETIING EERS, RING, RIDING, NHORGE ND FRING ONNETIONS. INDITE TYP, SIZE, ND SPING OF FSTENING DEVIES. 2. SHOP DRWINGS SH ER THE STP ND SIGNTURE OF QUIFIED PROFESSION STRUTUR ENGINEER REGISTERED IN THE PROVINE OF ERT. 3. SUIT PRODUT DT FOR EHNI FSTENERS, INDITING SIZES, SHER ND PU-OVER ODING PITY WHERE PPIE. PROVIDE DT INDITING THIKNESS ND TYPE OF ORROSION PROTETING OTING. 4. SUIT PRODUT DT INDITING SUITIITY OF EXPOSIVE POWDER TUTED FSTENERS FOR PPITION. 5. SUIT EVIDENE OF WEDER QUIFITIONS SPEIFIED IN THIS SETION. OUN SHEDUE '' DESIGNTION '1' '5' '8' 'WT1' SIZE 1-600S S S S S S HSS 102x102x8.0 HSS 127x127x9.5 W TYPE SHEDUE 'WT' 3rd 4th ROOF E SHEDUE '' DESIGNTION DESIGNTION TYPE FOOR FRING EVE INTERIOR W (OD ERING) '1' '4' '5' '6' '7' '8' SIZE (SEOND FOOR WS) (THIRD FOOR WS) (FOURTH FOOR WS) 1-600S S S W200x27 W200x42 W200x59 W200x S RERKS /W 600T TOP ND OTTO TRKS /W 600T TOP ND OTTO TRKS /W 600T TOP ND OTTO TRKS 350W STEE 350W STEE 350W STEE 350W STEE /W 150T TOP ND OTTO TRKS SIZE 600S S S O/ O/ O/ SPING ENSURE STEE STUDS HVE EEN DESIGNED TO INUDE FIRE-RTING 7. TYPI ONY FOOR TO ONSIST OF : 3" VIWEST H308 (OR PPROVED EQU) Z275 GVNIZED OPOSITE FOOR DEK (20 ga.) TOP REINF.= 152x /13.3 W.W.. S DEPTH OVE ET DEK = 3"( f'c= 30 Pa.) SHORING TO E IN ORDNE WITH THE GUIDEINES SPEIFIED Y THE STEE DEK NUFTURER. 8. FOR DESIGN ODS - REFER TO HRT ON DRWING S STEE DEK SH E DESIGNED Y THE DEK SUPPIER FOR THE ODS NOTED IN THE HRT ON THIS DRWING ND ON THE DRWINGS. INRESE INIU GUGE IF NEESSRY TO HIEVE REQUIRED ODING PITY. SHOP DRWINGS SH E SIGNED ND SEED Y PROFESSION ENGINEER. 10. SREW STEE DEK TO ITS STEE 6" O/ XIU ROUND THE PERIETER O/ XIU ONG THE INTERIOR SUPPORTS. 11. PROVIDE SHOP DRWINGS SIGNED ND SEED Y PROFESSION ENGINEER FOR STRUTUR STEE ND THEIR ONNETIONS. 12. FOR FRING OF OPENINGS IN FOOR REFER TO HRT ON THIS DRWING. 13. IGHTWEIGHT STEE EERS SH E ONTINUOUS EERS WITHOUT SPIES. 14. THESE DRWINGS RE TO E RED IN-ONJUTION WITH THOSE OF RHITETUR, EHNI ND EETRI ONSUTNTS. O-ORDINTE DIENSIONS ND EEVTIONS, ND ONNETIONS PRIOR TO FRITION, DVISE ENGINEER ON REORD OF NY DISREPNIES. REFERENE STNDRDS WORK SH ONFOR TO THE REQUIREENTS OF: 1. ERT UIDING ODE N/S S IIT STTES DESIGN OF STEE STRUTURES 3. S OD FORED STEE STRUTUR EERS 4. N/S-G40.20/G GENER REQUIREENTS FOR ROED OR WEDED STRUTUR QUITY STEE/STRUTUR QUITY STEES 5. S W ERTIFITION OF OPNIES FOR FUSION WEDING OF STEE STRUTURES. 6. W WEDED STEE ONSTRUTION (ET R WEDING) FRING EERS 1. OD-FORED SHEET STEE: TO ST 653, GRDE FOR 1.22mm TERI ND THINNER, GRDE D FOR 1.52mm TERI ND THIKER. THIKNESS OF FRING EERS SPEIFIED OR INDITED ON DRWINGS IS EXUSIVE OF GVNIZED OTING. 2. ONFIGURTION ND UT-OUTS: TO N/GS , ENTER OF UT-OUTS TO E INIU OF 300mm FRO STUD ENDS. 'WT2' 'WT3' EXTERIOR W (OD-ERING ) EXTERIOR W (NON-OD ERING) 3rd 4th ROOF 2nd 3rd 4th ROOF (SEOND FOOR WS) (THIRD FOOR WS) (FOURTH FOOR WS) (IN FOOR WS) (SEOND FOOR WS) (THIRD FOOR WS) (FOURTH FOOR WS) FOOR OPENING FRING REQUIREENTS HRT IN STEE DEK OPENING SIZE FRING REQUIRED 600S S S S S S S STEE STUDS RE TO E ONVENTION STUDS. 2. OD ERING WS UST E OPRESSED PRIOR TO ERETION TO INIIZE TRK/STUD GPS. 3. PROVIDE 2 ROWS OF HORIZONT RIDGING FOR WS. TYPI UNESS NOTED OTHERWISE. 4. T EXTERIOR WS SUPPORTING RIK VENEER PROVIDE 3 ROWS OF HORIZONT RIDGING. 5. RIDGING HNNES RE TO E 3/x1 1/x3/ x 16 ga. V-HNNES TYP. 6. W OTTO TRK TO E 362T FOR 3 1/ W ND 600T FOR 6" WS. 7. W TOP TRK TO E 362T FOR 3 1/ W ND 600T FOR 6" WS. 8. STEE STUDS HVE EEN DESIGNED TO XIU 1 hr. FIRE RTING. ENGINEER IS TO E NOTIFIED IF W FIRE RTING EXEEDS 1 hr. ND STEE STUD FRING WI E REVISED ORDINGY. O/ O/ O/ 16" O/ 16" O/ 16" O/ 16" O/ 15. IF THERE RE NY REVISIONS/SUSTITUTIONS FRO THE ORIGIN DESIGN NOTED ON THESE DRWINGS IT Y E DONE SO ONY FTER REEIVING WRITTEN PERISSION FRO PROTOSTTIX ENGINEERING ONSUTNTS. 3. GVNIZED ZIN OTING: TO ST 653, INIU Z275 OTING. 4. RIDGING ND RING: 1.52mm THIK GVNIZED STEE HNNES UP TO TO 16" NONE 76x76x6.4 IN. ROUND OPENING GENER ROOF FRING NOTES 1. REFER TO DRWING S1.1 TO S1.7 FOR GENER NOTES, SHEDUES, ND TYPI DETIS. 2. STEE DEK EEVTIONS RE NOTED ON PN. OORD. WITH RHITETUR DRWINGS PRIOR TO OENING WITH WORK. 5. OOR OTING: IN ORDNE WITH IGHTWEIGHT STEE FRING NU, PUISHED Y NDIN SHEET STEE UIDING INSTITUTE 1988 EDITION. 6. STUD SIZES ND SPING: S INDITED ON DRWINGS. 7. OTTO & TOP TRK SIZES: S INDITED ON W TYPE SHEDUE 1. EFORE PING ONRETE NY OPENINGS (IN FOOR) SH E OXED OUT WITH FORWORK S REQUIRED. 2. PENETRTIONS THROUGH THE FOOR TOP PROFIE Y E UT ONY FTER THE ONRETE IN THE SURROUNDING RE HS REHED 75% OF THE REQUIRED OPRESSIVE STRENGTH. 3. FOR DESIGN ODS - REFER TO HRT ON THIS DRWING. 4. STEE DEK SH E DESIGNED Y THE DEK SUPPIER FOR THE ODS NOTED IN THE HRT ON THIS DRWING ND ON THE DRWINGS. INRESE INIU GUGE IF NEESSRY TO HIEVE REQUIRED ODING PITY. SHOP DRWINGS SH E SIGNED ND SEED Y PROFESSION ENGINEER. 5. SREW STEE DEK TO ITS STEE 6" O/ XIU ROUND THE PERIETER O/ XIU ONG THE INTERIOR SUPPORTS. 6. PROVIDE SHOP DRWINGS SIGNED ND SEED Y PROFESSION ENGINEER FOR STRUTUR STEE ND THEIR ONNETIONS. 7. FOR FRING OF OPENINGS IN FOOR REFER TO HRT ON THIS DRWING. NHORING DEVIES 1. DRIED INSERTS: STEE DIU PTED OR HOT-DIPPED GVNIZED. INIU SIZE: 10mm DIETER x 45mm EEDENT. 2. OTS ND NUTS: TO ST 307, SIZE S INDITED ON DRWINGS WITH RGE FT TYPE STEE WSHERS, SIZED TO SUIT FSTENERS, HOT-DIPPED GVNIZED. 3. EXPOSIVE POWER TUTED FSTENERS: S REOENDED Y NUFTURER FOR THE PPITION, SUJET TO PPROV Y THE ONSUTNT. W TO ONRETE FOOR ONNETION HRT FOOR FRING EVE 2nd (IN FOOR WS) 3rd (SEOND FOOR WS) 4th (THIRD FOOR WS) ROOF (FOURTH FOOR WS) ONNETION REQUIREENTS 1/ Ø HITI HIT 5" O/ WITH 1" IN. EEDENT 1/ Ø HITI HIT 5" O/ WITH 1" IN. EEDENT 1/ Ø HITI HIT 6" O/ WITH 1" IN. EEDENT 1/ Ø HITI HIT 6" O/ WITH 1" IN. EEDENT DRI POINT REQUIREENTS HRT 8. IGHTWEIGHT STEE EERS SH E ONTINUOUS EERS WITHOUT SPIES. DRI POINT *TERI THIKNESS (mm) *IN. THRED DI. 9. THESE DRWINGS RE TO E RED IN-ONJUTION WITH THOSE OF RHITETUR, EHNI ND EETRI ONSUTNTS. O-ORDINTE DIENSIONS ND EEVTIONS, ND ONNETIONS PRIOR TO FRITION, DVISE ENGINEER ON REORD OF NY DISREPNIES #10 #12 #8 10. IF THERE RE NY REVISIONS/SUSTITUTIONS FRO THE ORIGIN DESIGN NOTED ON THESE DRWINGS IT Y E DONE SO ONY FTER REEIVING WRITTEN PERISSION FRO PROTOSTTIX ENGINEERING ONSUTNTS. 11. OW FOR DDITION ODING DUE TO ROOF TOP UNITS ND THEIR SSOITED SNOW PIING. ROOF TOP UNIT OTIONS, SIZE, ND WEIGHT TO OORDINTED WITH EHNI DRWINGS PRIOR TO OENING WITH WORK #10 #12 6mm #12 #12 FRING ONNETION DEVIES * OVER THIKNESS TO E DRIED INUDING VOIDS, INSUTION, ET 1. SREWS: SEF-DRIING ND TPPING S FOOWS: TERI: STINESS STEE OR STEE WITH INIU 0.008mm DIU OR ZIN OTING. HED PROFIE: HEX, PN, ND OW PROFIE TYPE. ENGTH: DEQUTE TO PENETRTE NOT ESS THN 3 FUY EXPOSED THREDS EYOND JOINED TERIS. INIU SIZE: NO SREWED ONNETIONS SH HVE INIU OF TWO FSTENERS UNESS SHOWN OTHERWISE ON THE DRWINGS. INIU FSTERNER SIZE SH E #8. PENETRTION EYOND JOINED TERIS SH E NOT ESS THN 3 EXPOSED THREDS. ERETION 1. PROVIDE ONTINUOUS TOP ND OTTO TRKS. 2. SPE STUDS S INDITED ON SHOP DRWINGS. OORDINTE SPING WITH PNE PRODUTS TO E PPIED GINST FRING. 3. UT EERS USING SW OR SHER. FE UTTING NOT PERITTED. 4. EXEPT S INDITED OTHERWISE ON DRWINGS, PROVIDE DOUE STUDS T W OPENINGS GRETER THN STUD SPING WIDTH ND T DOOR ND WINDOW JS. OTE STUDS T NOT ORE THN FRO EH SIDE OF OPENINGS. 5. PROVIDE INIU OF THREE STUDS T ORNERS. 6. PROVIDE ONTINUOUS TER RING HNNES T XIU 1200mm O/ FOR STUDS. 7. PROVIDE DOUE TOP TRK T WIND ERING STUD WS WITH 19mm DEFETION ERNE ETWEEN STRUTURE ND TOP OF STUDS. WHEREVER STRUTURE IS SUJET TO DEFETION. PROVIDE ONNETION DETIS TO VOID TRNSISSION OF STRUTUR ODS TO STUDS. 8. PROVIDE ROSS-STUDS SEURED TO STUDS, ND DDITION FRING S REQUIRED FOR SUPPORT OF FIXTURES OUNTED TO WS. 9. FTER ERETION, REFINISH DGED FINISHES, FSTENER HEDS ND NUTS WITH ZIN-RIH PINT, IN ORDNE WITH PINT NUFTURERS INSTRUTIONS. EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

3 SS '' P 1 IN. P R SE SIZE ND SPING TYP. HORIZ. REINF. PROVIDE 1 1/x3 1/ KEY WHERE INTERSETING WS RE NOT POURED TOGETHER. 'D'/4 1/ PROVIDE KEY ETWEEN S POURS ISOTION JOINT POURED SEPERTE FRO S ON GRDE 7 DYS TER TYPI 'D' 'D' 'D' OUTSIDE FE SS '' P 1 IN. TRNSVERSE REINFOREENT HOOKED S SHOWN. PROVIDE HOOK TYP. ORNER RS TO TH SIZE ND NUER S HORIZONT REINFOREENT. DOWES NOT REQUIRED IF WS ST TOGETHER. 'D' = DEPTH OF S 45 DD ONT. S REINFOREENT NOT SHOWN FOR RITY 'D' = DEPTH OF S 16" O/. x 36" g. WRP ONE FOR OND REK 'D' = DEPTH OF S S REINFOREENT NOT SHOWN FOR RITY OUN SWUT JOINT INSIDE FE 3/ REVE S REINFOREENT NOT SHOWN FOR RITY PROVIDE WTER PROOF SEER UNESS NOTED OTHERWISE, XIU SPING OF SW UTS TO E 12'-0" O/. NO SWUTS IN STRUTUR SS TYPI. S ON GRDE ONY PROVIDE W VERTI ONTRO JOINT S NOTED OVE SPING OF JOINTS NOT TO EXEED 18'-0" TYPI PPING T ORNERS -TYPI WS ND GRDE ES TYPI ORNER RS INTERSETING WS TYPI ONRETE S THIKENING TYPI SWUT FOR ONRETE S ON GRDE TYPI ONRETE S ON GRDE POUR REK (FOOR JOINT) DIOND UT - ISOTION JOINT TYPI ONRETE W VERTI ONTRO JOINT ONRETE E 'D1' 15 HOOKED RS S INDITED. NUER OF RS TO TH ONGITUDIN FOOTING REINF. 2 2 DD x4g. IN W TENSION P PROVIDE KEY ETWEEN W POURS 1st. POUR S TOP STEE PROVIDE KEY ETWEEN W POURS 1st. POUR TENSION P S REINF. TENSION P S REINF. 2 IN. DD. 9" VERT. IN. 'D1' = DEPTH OF S 'D2' = DEPTH OF E EOW S 2 DD IN. -EXTEND RERS TO T/O FOOTING. -PROVIDE FU TENSION P T FOOR EVE 'D2' DD 15 RS S INDITED. NUER OF RS TO TH THT OF FOOTING REINFOREENT " 15 RS x4 g. NUER OF RS TO TH ONGITUDIN FOOTING REINF. DURJOINT TYPE 3 WTERSTOP OR PPROVED EQU PROVIDE WTERSTOP IN WS HVING ONE FE EXPOSED TO ERTH OR WETHER OTION OF JOINT TO E PPROVED Y RHITET. TYPI ONRETE W ONSTRUTION JOINT DURJOINT TYPE 3 WTERSTOP OR PPROVED EQU NOTE: OTION OF JOINT TO E PPROVED Y RHITET. 'D' = DEPTH OF S PROVIDE WTERSTOP IN SS HVING ONE FE EXPOSED TO ERTH OR WETHER TYPI ONSTRUTION JOINT IN STRUTUR S 'D' 'D' = DEPTH OF S TYPI REINFOREENT P IN WS ND STRUTUR SS UNESS NOTED OTHERWISE 'D' 'D' = DEPTH OF S TYPI REINFOREENT P IN S ON GRDE UNESS NOTED OTHERWISE 'D' -S REINFOREENT NOT SHOWN FOR RITY TYPI ONRETE E ERING ON ONRETE W DETI TYPI STEP DOWN FOOTING DETI 2D 2D IN. 2D 1 IN. 1 IN EH SIDE T.& x 8'-0"g x 8'-0"g x 8'-0"g x7'-0"g x7'-0"g x7'-0"g x3'-6"g x3'-6"g x3'-6"g. D IN x 8'-0"g x7'-0"g x3'-6"g. SPING OF SEEVES THROUGH FT SS ND WS TO E NO ESS THN INDITED OVE. X. SEEVE DIETER INTIN ER DISTNE OF 1.5 TIES S THIKNESS FRO FE OF OUNS X. ONDUIT SIZE = WITH INIU SPING OF O/. ONDUITS RE NOT OWED TO ROSS IF USE OF ONDUITS RGER THN IS REQUIRED, WRITTEN PERISSION Y ENGINEER IS REQUIRED. (PN DETI) 2-15 EH SIDE T.&.. (PN DETI) OPENING ESS THN 4x4 OPENING ESS THN 36"x36" TYPI REINFOREENT FOR OPENINGS IN SS ND / OR ONRETE WS OPENING ESS THN x TYPI SPING OF SEEVES / ONDUITS IN / THROUGH SS ND / OR ONRETE WS REINFOREENT ROUND SEEVES WITH DIETERS RGER THN DDITION S REINFOREENT WITH FOUR OF ORE SEEVES IGHT POE Y OTHERS EXTEND TOP ND OTTO RS 2 IN. INTO DJENT W TIES SEE TE EOW TOP RS SEE TE EOW S REINF. 'D' HOOKED RS 2 15 ONT. X. 1 IN. 2 IN. 6" TIES UPPER 5'-0" OF PIE SEE RH. DWGS. SE PTE, NHOR OTS ND GROUT Y OTHERS 12'-0" EOW GRDE OTTO RS SEE TE EOW OPENING SIZE TOP RS OTTO RS STIRRUPS WIDTH 2'-0" x2 IN x2 IN x 36" g FOR REINDER OF PIE 2Ø ONRETE PIE R/W VERT. 6'-0" 8'-0" x2 IN. x2 IN 'D' = DEPTH OF S EXTEND TOP ND OTTO RS 2 IN. INTO DJENT W FOR ONRETE INTES DEEPER THEN 2 PROVIDE EH SIDE SKIN REINFOREENT TYPI ONRETE INTE DETI TYPI SINGE STEP IN STRUTUR S DETI TYPI PIE FOR IGHT POE SUPPORT DETI ( FOR OTION SEE RH. DWGS.) EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

4 STEE OUN FOR SIZE FU PENETRTION GROOVE WED TYP. SI. OTIONS EED. STEE SE PTE TYP. SI. OTIONS 'D2' O/. E.W. S REINF. T.. (TOP T, OTTO YER) T.T. (TOP T, TOP YER) - ONRETE OVER SEE SPEIFITION S TOP STEE 2 PROVIDE KEY ETWEEN W POURS 'D' 'D1' 'D' 'D' 'D' = DEPTH OF S 'D1' = DEPTH OF S 'D2' = DEPTH OF HOUSE KEEPING PD (SEE EHNI DRWINGS FOR SIZES, OTIONS, ND NUERS OF THE HOUSEKEEPING PDS).T. (OTTO T, TOP YER) 'D' = DEPTH OF S.. (OTTO T, OTTO YER) SHRINKGE STRIP TO E POURED NO SOONER THN 21 DYS FTER POUR DTE OF YOUNGEST DJENT S TYPI INTERIOR OUN TO ONRETE ND E DETI HOUSE KEEPING PD DETI STRUTUR S RER PROFIE - ONRETE OVER SEE SPEIFITION SHRINKGE STRIP DETI 2'-0" IN. 2'-0" IN. 2 P TYP. EH SIDE END TOP STEE DOWN 'D' 3/ HOOKED RS 10 ONT. 2 X. 1 IN. 2 IN. STEE GRTING S NUFTURED Y FISHER & UDOW PE OF RESISTING TOT OD 200 psf ND 18 kips IN. XI OD TYPI VERIFY ODING WITH OWNER PRIOR TO OENING WITH WORK S REINFOREENT REFER TO PN EQ 45 EQ 2'-0" IN. DD 2-20 ONT. S DOWES REFER TO PN x 36" g IN ONT. TYP. 6.4mm ONT. NGE /W 1/ DI. x G. NESON 1 GVNIZED HNGE NGE DEPTH S REQUIRED TO TH DEPTH OF GRTING. NOTIFY ENGINEER ON REORD OF NY REVISIONS SEE EH. DWGS. 2'-0" TYP. TYPI S THIKENING DETI T HNGE OF S THIKNESS HNGE IN FOUNDTION W HEIGHT DETI 'D' = DEPTH OF S S & GRDE E/W REINFOREENT NOT SHOWN FOR RITY TYPI REESSED ONRETE GRDE DOOR OTIONS FOR OTIONS OF DOOR REESSES - SEE RHITETUR DRWINGS. 2'-0" TYPI SINGE STEP IN S ON GRDE DETI SEE EH. DWGS. DOWES TYP. 45 TYP ONT. TYP ONT. TYP. W END ZONE FRO OVE 1-20 E/S " W END ZONE FRO EOW 4 W END ZONE FRO EOW 4-20 TYP. REINF. WHERE WS HNGE DIENSIONS -FOR W END ZONE REINF. - SEE DWG. SXX 36" W END ZONE FRO OVE 4 T/O ON. S EEV. 100'-0" PIPE Y OTHERS 16" DWS. TYP. ROUND 1 ON. WS, ND ND ON. S FRING R/W EH WY TYPI 1 2x4 KEY - TYP. DURJOINT TYPE 3 WTERSTOP OR PPROVED EQU NOTIFY ENGINEER ON REORD IF EXEEDS 4 DEPTH VRIES TO E DETERINED ON SITE 1 EOW INVERT STEE GRTING S NUFTURED Y FISHER & UDOW PE OF RESISTING TOT OD 200 psf ND 18 kips IN. XI OD TYPI VERIFY ODING WITH OWNER PRIOR TO OENING WITH WORK 6.4mm ONT. NGE /W 1/ DI. x G. NESON 1 GVNIZED HNGE NGE DEPTH S REQUIRED TO TH DEPTH OF GRTING. NOTIFY ENGINEER ON REORD OF NY REVISIONS NOTIFY ENGINEER ON REORD IF EXEEDS 4 SEE EH. SEE EH. SEE EH. DWGS. 'D' VRIES 'D' 1 DOWES TYP. ROUND. 4 T/O S ON. W R/W 10" E.W TYPI TRENH DRIN DETI 1 (IN S ON GRDE) STEE GRTING S NUFTURED Y FISHER & UDOW PE OF RESISTING TOT OD 200 psf ND 18 kips IN. XI OD TYPI VERIFY ODING WITH OWNER PRIOR TO OENING WITH WORK 6.4mm ONT. NGE /W 1/ DI. x G. NESON 1 GVNIZED HNGE NGE DEPTH S REQUIRED TO TH DEPTH OF GRTING. NOTIFY ENGINEER ON REORD OF NY REVISIONS 3'-0" ± OORD. WITH SUPPIER ± OORD. WITH SUPPIER DWGS 'D' = DEPTH OF S DWGS DURJOINT TYPE 3 WTERSTOP OR PPROVED EQU 1" DOUE SUP PIT DETI 10" E.W OT. PROVIDE 16" HOOK 'D' = DEPTH OF S TYPI SUP PIT DETI -SEE EH. DWGS. FOR OTION ND QUNTITY. EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

5 FT PTE x3"x18 O/. ONNET TO DEK WITH 2-#8 SREWS EH SIDE 3/ 6"x0.075" ONG EGGED OUTER TOP TRK /W. 2-#8 O/. INTO FT PTE SEE RH. DWGS. ER FOR W FINISHES STEE STUDS TO DEK ONNETION PRE TO DEK SPN 3/ ER 6"x0.075" ONG EGGED INNER TOP TRK /W. 1-#8 SREW INTO EH STUD FNGE STEE DEK SEE DWGS. RIDGING IP FSTENED TO W STUDS ND RIDGING HNNES WITH 2-#8 SREWS PRE PUNHED UTOUT SEE RH. DWGS. FOR W FINISHES RIDGING HNNE 6"x0.04 STEE 16" O/. STEE STUD RIDGING DETI 3/ 6"x0.075" ONG EGGED OUTER TOP TRK /W. 2-#8 O/. INTO ROOF DEK SEE RH. DWGS. ER FOR W FINISHES 3/ STEE DEK SEE DWGS. ER 6"x0.075" ONG EGGED INNER TOP TRK /W. 1-#8 SREW INTO EH STUD FNGE STEE STUDS TO DEK ONNETION PERPENDIUR TO DEK SPN T/O FOOR S EEV. SEE PN NOTES SIDE-P WSHERS 1 O/. ON. S WITH SHRINKGE ND TEPERTURE REINFOREENT NOTES 1 1/ END OSURE DETI SEE PN NOTES UTR-OND DEK END OSURE ONT. REINF. NOTES /W 2 O/ RESTRINT 16" O/ T/O FOOR S EEV. NOTES PERIETER TRI ON. E R/W 1-15 T& ONT. DEK ND EDGE TRI FSTENED TO O/ OD ERING STUD W END OSURE ON. S WITH SHRINKGE ND TEPERTURE REINFOREENT NOTES PROVIDE 2 FSTENERS T EH STUD (1 PER FNGE) REFER TO OD TES FOR SPN IITTIONS SEE PN NOTES SEE PN NOTES UTR-OND DEK TEPORRY SHORING SHORING DETI 16ga. x 1 1/ WIDE 2 O/ T/O FOOR S EEV. SEE NOTES ONRETE TOPPING SEE FRING NOTES ET DEK SEE FRING NOTES 1"" 3" 45 1 FSTENER/STRP TYPI S SHOWN TYPI DEK OSURE DETI 16ga. ONT. ENT PTE TYPI XIU x6" 20 GUGE PTE TYPI UIT-UP OUN x6" 20 GUGE PTE TYPI #12-14 TEKS/ 2 FSTENERS (2 PER PTE/STUD) TYPI x6" 20 GUGE PTE TYPI UIT-UP OUN T/O ST. E EEV. U/S FOOR DEK 2-#12-24 TEKS/5 TYPI STEE E TOP TRK 4 PY UIT-UP STEE STUD O. SEE NOTES/SHEDUE PROVIDE 1/ STIFF. P. EH SIDE OF E WE TYPI STEE E 4 PY UIT-UP #12-14 TEKS/2 O/ TOP TRK E STUDS STEE STUD STIFFENER SREWED TO E STUD T ERING OTIONS STIFF. TO TH SIZE ND GUGE OF ST. STUD W EOW TYPI E STUDS STEE STUD STIFFENER SREWED TO E STUD T ERING OTIONS STIFF. TO TH SIZE ND GUGE OF ST. STUD W EOW TYPI TYPI UIT-UP OUN DETI SETION TYPI STEE E TO UIT-UP STEE STUD OUN ONNETION SETION TYPI STEE STUD HEDER DETI SETION U/S HEDER E EEV. SEE RH. DWGS. STEE STUD STIFFENER SREWED TO EH SIDE OF OX E ND SREWED TO OUNS STIFF. TO TH SIZE ND GUGE OF ST. STUD W EOW TYPI HEDER - SEE HEDER DETI ( FOR SIZE ND OTION) IP NGES TO E PED T EH SIDE STUD T HORIZ. RIDGING OTIONS USING 4-#10-16 SREWS ON. S WITH SHRINKGE ND TEPERTURE REINFOREENT NOTES EH. OPENINGS TO OORDINTE WITH DEK FUTES S SHOWN T/O FOOR S EEV. NOTES 5 1/ ORRIDOR OD ERING STUD W SEE W TYPE SHEDUE ON DRWING S1.2 ORRIDOR FOOR SEE FRING NOTES TOP R REINF. SUITE ON. S WITH SHRINKGE ND TEPERTURE REINF. NOTES UTR-OND DEK TYPI S SHOWN x6" 20 GUGE PTE TYPI UIT-UP OUN HORIZONT RIDGING SEE W TYPE NOTES W STUDS SEE W SHEDUE ONT. REINF. NOTES /W 2 O/ UTR-OND DEK END OSURE 3" STNDRD DEK OSURE TYP. ONT. 18 ga. Z-SETION TYP. OD ERING STUD W SEE W TYPE SHEDUE END OSURE SEE DETI 1 1/ ONT. REINF. - NOTES /W 2 O/ ND 6" HOOK S SHOWN TYPI E TO OUN ONNETION DETI TYPI TER RING DETI EHNI OPENINGS THRU FOOR DETI ORRIDOR SETION WITH Z-SETION ST. DEK - xx1/ EED. 2 O/. /W 2-5/ DI. NESON STUDS x6" G. ST. DEK - ONT. OSURE NGE /W. 1/Ø NESON 1 O/. x ONG S FOR SIZE 1/ 1/ ONRETE WS\ES 6"xx1/ EED. 2 O/. /W 2-5/ DI. NESON STUDS x6" G. ST. DEK - ONT. PERIETER NGE 1/ 1/ ONRETE WS\ES 6"x1/ ONT. PTE /W 5/ DI. NESON STUDS x6" 2 O/. ONRETE WS\ES ONRETE W SEE SETIONS STEE E xx5/ EEDED PTE /W. 4-5/ DI. x6" G. N.S. EEVTOR ONRETE W xx3/ EEDED PTE /W 4-3/ DI. x6" G. N.S. EEVTOR HORIZONT STEE E FOR SIZE SEE EEVTOR SHOP DRWINGS FOR OTION ND NUER REQUIRED. OPEN 6" ONG x 18 ga. ENT NGE /W 3-#12 SREWS TO THE JOIST STEE STUD JOISTS TO TH ROOF JOISTS T FOOR EVE T ROOF EVE ONT. PTE ON T/O. WS/ES TYPI STEE NGE TO ONRETE WS/ES ONNETION DETI TYPI STEE E ERING PERPENDIUR ON ON. W TYPI EEVTOR HORIZONT STEE E ONNETION DETI TYPI ROOF OPENING FRING EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

6 RESTRINT 400mm O/ 2 h (IN.) 2 Do (IN.) HOE DIETERS OWED (IN OS) DETIS ON. S WITH SHRINKGE ND TEPERTURE REINFOREENT NOTES 2h (IN.) 2 Do (IN.) 2 Do (IN.) 2h (IN.) TYPI FOOR SEE FRING NOTES "h" (IN.) (IN.) Do ON. E R/W 1-15 T& ONT. td h N.. RER SUPPORTS d (RER Ø) Do 1" (IN.) td 1 1/ (OUT TO OUT) N.. OF SUPPORT /4 (X.) Do Do /4 (X.) OF SUPPORT HEDER () TRK (SIZE ND GUGE TO TH W STUDS) TOP & OTTO OTTO OF ET DEK (SINGE SPN) XIU ROUND SERVIE HOE DIETERS OWED HRT RIDGING O/ UIT-UP OUN 4 STUDS (GUGE TO TH W STUD GUGE) EGEND h = OVER S DEPTH N.. = NEUTR XIS Do = HOE OPENING (X.) d = NOIN RER DI. td = ET DEK THIKNESS NOTES: 1. IN. OF 25mm OF ONRETE OVER IS REQUIRED OVE EH RER. 2. THE ER DISTNE FRO SE OF ONRETE TO ENTER INE OF RER IS 38mm IN. 3. NO ORE THN TWO HOES SH E PED SIDE Y SIDE WITH THE END DISTNE SPING NOT ESS THN 2h. 4. THE SPING ETWEEN NY TWO HOES SH NOT E ESS THN 2 Do. 5. HOE(S) SH E POSITIONED S SHOWN OVE ( X /4 FRO END SUPPORT) 6. ONY IRUR HOES RE EPTE S SHOWN OVE. TOT S THIKNESS H (in.) 10 1/ 11" 11 1/ 4 3/ 5 1/ 5 1/ 6" REINFORING STEE R NOIN DIETER d = 10 d = / 4 3/ 5 1/ 5 3/ d = / 4 1/ 5" 5 1/ d = / 4 1/ 5" d = / 3 3/ 4 1/ TRK (SIZE ND GUGE TO TH W STUDS) TOP & OTTO 12 1/ 6 1/ 6" 5 3/ 5 1/ 4 3/ 13" 131/ 1 6 3/ 7 1/ 7 3/ 6 1/ 7" 7 1/ 6 1/ 6 1/ 7" 5 3/ 6" 6 1/ 5 1/ 5 3/ 6" TYPI OPENING IN EXTERIOR W OORDINTE SIZE ND OTION(S) OF OPENING WITH RHITETUR DRWINGS - TYPI EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

7 TO PROPERTY INE '- 11'-6" 9'-10" 26'-0" 18'- 22'-6" 26'-0" 17'- 3 1/ TO PROPERTY INE PIE YOUT PN SE 1/ = SEE DRWINGS S1.1 TO S1.6 FOR GENER NOTES & TYP. DETIS. T/O ONRETE PIE EEVTION NOTED THUS XX'-X" ON PN. E F H K 10'-10" 7'-5 5/ 10'-6 3/ 18'-0" 10'-10" 6'- 13'- 1'- 9'- 2'-0" 8'-6 3/ 10'- 20'-0" 18'-10" 2'- 82'-0" S.D.F. 2'-0" 19'- 18'-0" 8'-0" 15'-10" 24'-10" 5'-6" 20'-6" 15'-3" 2'-1" 2'-0" 10'-0" 9'-3" 82'-0" 82'-0" 'SF1' 7'-6" 10'-0" 7'- 15'-10" 11'-7" 13'-3" 'SF1' 'SF1' 'SF1' 'SF1' 79'-6" 79'-6" 82'-0" 8 81'-6" 8 'SF1' 'SF1' 15'- 16'-0" 8'- 'G2' 'G2' 'G1' 82'-0" 79'-6" 'G1' 'G1' 'P4' 79'-6" S.D.F. 15'-10" 12'-0" 15'- 'SF1' 'SF1' 'SF1' 'SF1' 'SF1' 'SF1' 'SF1' 'SF1' 82'-0" 'SF1' 81'-6" 'P4' 81'-6" 81'-6" 'P4' 79'-6" 'P4' 79'-6" 6'-10" 'SF1' 82'-0" 80'-0" 77'-6" 3'- 7'-6" 'G1' 'G2' 'P4' 81'-6" 'P4' 82'-6" 'P5' 81'-6" 77'-6" 81'-6" 81'-6" 'SF1' 16'-11" 77'-6" 'G1' 77'-6" 2'-0" 19'- 15'-3" 2'-1" 1 9'-5" 13'- 7'-9 1/ 7'-7" 5'-7 3/ 13'-10" 17'- 8'-5" 14'-11" 'SF1' 'P1' 80'-6" 'P1' 80'-6" 'G2' 80'-6" 82'-6" 80'-6" 'P1' 80'-6" 81'-6" 81'-6" 'P1' 80'-6" 80'-6" 80'-6" 80'-0" 'SF1' 'SF1' 14'- 'P6' 77'-6" 'G2' 'G2' 'P5' 83'-6" 'P4' 83'-6" 'P5' 77'-6" 81'-6" 81'-6" 80'-0" S.D.F. S.D.F. 86'-11" PROPERTY INE 17'- 'SF1' 'G2' 'G1' 'P4' 81'-6" 'P5' 83'-6" 'P4' 83'-6" 'P5' 84'-5" 81'-6" 'P6' 84'-5" 12'- 'SF1' 'G1' 84'-5" 86'-11" 85'-6" 85'-6" 8 'SF2' 'SF2' 'G3' 84'-5" 85'-6" '-6" 8 5'-0" S.D.F. S.D.F. 5'-0" 21'- 1'-6" 9'- 13'-6" 4'-6" 9'-0" 9'-0" 16'- 1 18'-10" 2'- 27'-10" 18'-0" 17' / TO PROPERTY INE D G J 3. S.D.F ON DRWINGS INDITES STEP DOWN FOOTING IN THE DIRETION OF RROW SHOWN ON PN S THUS: U/S OF FTG. S.D.F. U/S OF FTG. END ERING ONRETE PIE SHEDUE 'P' TYPE 'P1' 'P4' 'P5' SHFT 16" DI. 36" DI. 3 DI. 36" DI. 4 DI. SIZE E 4 DI. 56" DI. 96" DI. 10 DI. 14 DI. SE REINFOREENT VERTI 67'-0" '-0" 67'-0" 67'-0" 67'-0" EXTEND PIE REINFOREENT FOR FU ENGTH OF PIE. STIRRUPS O/. O/. O/. O/. O/. 'P6' 4 DI. 96" DI. 67'-0" O/. 2. INST PIES UNDER THE DIRET SUPERVISION OF GEOTEHNI ENGINEER ND PID FOR Y ONTRTOR. 3. PROVIDE SEPRTE PRIE FOR SING OF PIES FOR FU ENGTH. 4. PROVIDE UNIT RTE PRIE FOR SING OF DIFFERENT PIE DIETERS. 5. ONRETE ST IN PE END ERING PIES HVE EEN DESIGNED ON THE SIS OF FTORED ERING PITY OF psf IN THE ERING STRTU REOENDED IN THE GEOTEHNI REPORT. OTTO OF PIE EEVTION TO E VERIFIED IN WRITING Y GEOTEHNI ENGINEER PRIOR TO ONSTRUTION. 6. OVE ERING PITIES SH E VERIFIED ON SITE Y GEOTEHNI ENGINEER IN WRITING ND PID FOR Y THE ONTRTOR. 7. PRIOR TO PING ONRETE FOR PIE FOUNDTIONS, ERING STRT FOR PIES SH E INSPETED Y GEOTEHNI ONSUTNT TO ONFIR THEIR OD RRYING PITY IN WRITING PRIOR TO OENING WITH WORK. P.E.. IS NOT RESPONSIE FOR ONFIRING FOUNDTION PITIES OF SOI. 8. PIE ENGTHS SHOWN RE NOT FIN ND Y VRY ORDING TO SITE ONDITIONS. ENGTH OF PIE SH E T THE DISRETION OF THE GEOTEHNI ONSUTNT. EXTEND PIES TO ERING YER PPROVED Y THE GEOTEHNI ENGINEER. INFOR P.E.. OF SUH SES PRIOR TO ONSTRUTIO. ONRETE STRIP FOOTING SHEDUE 'SF' TYPE 'SF1' 'SF2' ONRETE GRDE E SHEDUE 'G' TYPE SIZE REINFOREENT SETION SHETI (NOT TO SE) SIZE (in.) 4 WIDE x THIK 60" WIDE x THIK 'G1' 36" W x4 DP TOP OT. ID. E.F. 6" O/. TIES 1. SEE FOUNDTION PN FOR T/O GRDE E EEVTIONS. REINFOREENT 4-25 T.&. + SKIN REINF. + TIES 4-25 T.&. + SKIN REINF. + TIES 1. ONRETE STRIP FOOTINGS HVE EEN DESIGNED FOR ERING PITY OF 2820 psf (FTORED). 2. OVE ENTIONED SOI ERING PITY SH E VERIFIED ON SITE IN WRITING Y GEOTEHNI ENGINEER PRIOR TO OENING WITH WORK. 3. SU-SE TO E PPROVED Y GEOTEHNI ENGINEER PRIOR TO PEENT OF FOOTINGS. 'G2' 4 W x4 DP TOP OT. ID. E.F. 6" O/. TIES 2. SPIE OTTO REINF. RS OVER PIES ND TOP REINF. T ID-ENGTH IN ETWEEN PIES. UNESS NOTED OTHERWISE PROVIDE 2 PS. 3. ENSURE GRDE ES RE TEPORRIY RED & TERY SUPPORTED DURING K-FIING & OPTION. 'G3' 50" W x4 DP TOP OT. ID. E.F. 6" O/. TIES EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

8 '-6" 9'-10" 26'-0" 18'- 131'- 22'-6" 26'-0" 17'- PRKDE PN SE 1/ = T/O ONRETE S EEVTION SHOWN THUS ON PN. T/O PIE PS EEVTION NOTED THUS XX'-X" XX'-X" ON PN. 3. UNESS NOTED OTHERWISE ON PN. S ON GROUND SH E 5" THIK ONRETE REINFORED WITH EH WY T ID DEPTH. 84'-5 3/ 84'-5 3/ 82'-5" EOW 89'-5 5/ TOP DWS. TYP. ROUND EXTERIOR '-5 5/ SOPE ONRETE S S SHOWN ON RH. DRWINGS. INTIN THIKNESS THROUGHOUT.J. ON DRWINGS INDITES ONTRO JOINT. PROVIDE FEXIE WTERPROOF SEER TO ONTRO JOINTS IN THE S ON GRDE IN PRKDE. EVE W FORS INTT UNTI ONRETE HS REHED IN. STRENGTH OF 15 Pa. FOOTINGS SH E REVIEWED ND PPROVED Y GEOTEHNI ENGINEER PRIOR TO POURING EXVTION REQUIREENTS SH E REVIEWED ND PPROVED Y GEOTEHNI ENGINEER PRIOR TO PROEEDING WITH WORK. EXVTION SHORING TO E DESIGNED Y PROFESSION ENGINEER ND SH ONFOR TO THE RQUIREENTS OF ERT UIDING ODE ND OUPTION HETH & SFETY. 20'- 84'-0 1/ T. x8'-0" G. 89'-5 5/ 1'- 88'-11 3/ DO NOT KFI GINST FOUNDTION WS/RP WS/RETINING WS UNTI FOORS PROVIDING TER SUPPORT HVE EEN ONSTRUTED KFI TERIS ND ETHODS OF KFI TO E REVIEWED ND PPROVED Y GEOTEHNI ENGINEER. 84'-5 3/ 84'-5 3/ ONT. 82'-5" EOW 89'-5 5/ 89'-5 5/ '1' ER SPING ETWEEN OUNS IN DRIVE ISE SH E 23'-0" EXTY ONTRTOR TO ENSURE FOUNDTION FOOTINGS/WS HORIZONT RERS TO ONTINUE THROUGH NY SHORING SODIER PIES. E F H 18'-0" 10'-10" 6'- 13'- 19'-0" 55'- 'P1' 83'-6" 'P1' 83'-6" 'P1' 83'-6" 'P1' 83'-6" 15'-10" 1 13'-10" 13'- 16'-6" 10" 4'- 4'-6" 14'-6" 9'-7" 11'-11 1/ 6'-9" 7'-0 3/ 10" 17'- 8'-7" 14'-9" 10" 10" 'P1' 83'-6" 10" 10" 28'- 3'-0" 'P1' 85'-6" 'P1' 85'-6" 'P1' 85'-6" 'P1' 85'-6" '1' '1' 9'-0" 9'-0" 1 17'- 18'-0" D G J SUGRDE / SU-SE PREPRTION FOR GRDE SUPPORTED FOOR SS 1. PREPRTION / PROTETION OF SUGRDE / SU-SE IS NOT PRT OF P.E.. S SOPE OF WORK ND S SUH THE ONTRTOR SH REVIEW ND FOOW THE REOENDTIONS PROVIDED IN THE GEOTEHNI REPORT. PREPRTION OF THE SU-GRDE / SU-SE ND NEW FI REQUIREENTS SH E REVIEWED, PPROVED ND INSPETED Y GEOTEHNI ENGINEER WITHIN 24 HOURS PRIOR TO POURING ONRETE. 2. REOVE ORGNI TOPSOI, FI ND OTHER DEETERIOUS TERI FRO THE UIDING S RE.DEPTHS OF TOP SOI ND FI Y VRY THROUGHOUT THE SITE GEOTEHNI ENGINEER TO INSPET ND DVISE. 3. FOOWING THE SUUTTING OF THE ORGNI TOPSOI ND FI YERS, THE GRDE SH E OPTED ND NY SOFT SOIS E IDENTIFIED ND RO PROOFED PRIOR TO PEENT OF THE NEW KFI. GEOTEHNI ENGINEER TO DVISE ONTRTOR ORDINGY. 4. NEW ENGINEERED FI SH E OPTED S PER THE GEOTEHNI REPORT. FI TERI SH E PPROVED Y GEOTEHNI ENGINEER. 5. PROVIDE 10 mil POYETHYENE VPOUR RRIER WITH TPED JOINTS TO THE UNDERSIDE OF S ON GRDE. 6. PROTET SUGRDE FRO FREEZING EFORE, DURING ND FTER S ON GRDE IS POURED. PROVIDE DEQUTE PROTETION TO INTIN SUGRDE TEPERTURE OVE SEE GEOTEHNI REPORT FOR DDITION INFORTION. ONRETE OUN SHEDUE '' TYPE x50" SIZE VERTI x36" x "x REINFOREENT NOTES SEE TYPI OUN TIES PTTERNS DETIS EOW K 10'-6 3/ 7'-5 5/ 10'-10" 87'-1 5/ 87'-1 5/ 86'-0" 87'-15/ 87'-15/ 86'-0" 87'-15/ '1' 87'-1 5/ 27'-10" '1' '3' & '4' TYP. OUN TIES PTTERNS - OUN TIES RE O/. FOR OUNS & 10" O/. FOR 10" OUNS - OUN TIES SH E DE WITH 135 HOOK ND SH E RRNGE S SHOWN - INST 3 DDITION TIES T TOP OF EH OUN '3' '3' '3' '3' 15'-6" 18'-11 3/ 17'-7 3/ 11'-5" 11'-3" 12'-5" 10'- 20'-5 1/ 12'-0" '3' '3' '3' '3' '3' 1'- DOWES EEDENT SHEDUE SIZE GRDE (Pa) ONRETE STRENGTH TENSION 25 Pa 30 Pa 35 Pa 40 Pa 45 Pa 25 Pa OPRESSION 30 Pa OR GRETER " " 15" 15" 15" 15" 11" " " 27" 25" 25" 25" 19" 17" " 35" 35" 2 21" - UNESS NOTED OTHERWISE. PROVIDE TENSION EEDENT TO REINFOREENT, EXEPT OUNS WHIH SH E OPRESSION EEDENT. REINFOREENT SPIES SHEDUE ONRETE PIER 'P1' SIZE GRDE (Pa) 25 Pa ONRETE STRENGTH TENSION 30 Pa 35 Pa 40 Pa 45 Pa OPRESSION - 4 DI. x2 DP. ONRETE PIER R/W VERTI 4-10 TIES " 31" 1 25" 30" 1 25" 30" 1 25" 30" 1 25" 30" 13" 19" 23" " 46" 43" 43" 43" 29" " 65" 60" 60" 60" 3 - UNESS NOTED OTHERWISE. PROVIDE TENSION SPIE TO REINFOREENT, EXEPT OUNS WHIH SH E OPRESSION SPIE. EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com

9 '- 11'-6" 9'-10" 26'-0" 18'- 22'-6" 26'-0" 17'- TOP DWS. TYP. ROUND EXTERIOR - 4 IN FOOR PN SE 1/ = 1. DTU ONRETE S EEVTION IS T 100'-0" = GEODETI SEE DRWING S2.3 FOR T/O S EEVTIONS UNESS NOTED OTHERWISE ON PN, ONRETE STRUTUR S SH E THIK FOR ONRETE S REINFOREENT. PROVIDE 1 O/. TEPERTURE REINFORING IN FRED SS - 4. DROP / SOPE ONRETE S S SHOWN ON RH. DRWINGS. INTIN S THIKNESS THROUGHOUT. O/. x4 G. TOP DWS PROVIDE WET URING TO SS IN ORDNE TO N/S-S413 EVE OTTO EDGES OF EXPOSED SS ND ES. E F H 10'-6 3/ 18'-0" 10'-10" 6'- 13'- 6" E.W. TOP - TYP. SI. OTIONS ONT. T. x10'-0" G. ONT. '1' T. x10'-0" G. ONT. T. x16'-0" G. '2' ONT. 10".. 10".. 10".. T. x16'-0" G. 9" T. x12'-0" G. T. x20'-0" G. ONT. 10".T. T. x16'-0" G. 10".. 10".. '4' 10"x2 DP. ON. E R/W 3-20 T.&. E.S. ID. TIES EXTEND E HORIZ. REINF. 2 INTO DJENT W ONT. T. x16'-0" G. '5' ONT. 6" TOP x12'-0" ONG - TYP. SI. OTIONS 1 17'- 18'-0" D G J K 10'-10" PROVIDE RE-SHORING TO HORIZONT STRUTUR EERS S REQUIRED. DESIGN OF RE-SHORING TO E Y THE GENER ONTRTOR. KEEP RE-SHORING IN PE UNTI HORIZONT STRUTUR EERS HVE REHED THE 28 DY ONRETE STRENGTH REQUIREENTS SHORING ND FORING DESIGN IS THE RESPONSIIITY OF THE GENER ONTRTOR, ND TO E DESIGNED Y P.ENG. HIRED Y THE ONTRTOR. REOV OF FORS ND RE-SHORING SH E THE THE RESPONSIIITY OF THE GENER ONTRTOR ND SH NOT E ESS THN SPEIFIED EOW. EVE OUN FORS INTT UNTI ONRETE HS REHED IN. STRENGTH OF 15 Pa. EVE E FORS INTT UNTI ONRETE HS REHED IN. STRENGTH OF 20 Pa. EVE S FORS INTT UNTI ONRETE HS REHED IN. STRENGTH OF 22.5 Pa. EVE W FORS INTT UNTI ONRETE HS REHED IN. STRENGTH OF 15 Pa. PUING HOES IN S ND ES TO E SEEVED PRIOR TO POURING OF ONRETE. ORING IS NOT OWED EXEPT WITH EXPIIT PERISSION FRO THE STRUTUR ENGINEER. NO ONTRO JOINTS RE OWED IN STRUTUR S. DOWES TO EXTERIOR RP TO E EPOXY OTED. S & ES TOP RERS ND E STIRRUPS T ONRETE RP TO E EPOXY OTED. EGEND ONRETE FOUNDTION W ONRETE OUN OVE ONRETE OUN EOW ONRETE E DROPED ONRETE E UPSTND ONRETE E 7'-5 5/ '3' 27'-10" '4' '4' '4' '4' '4' '4' '4' '4' '4' DD DDITION VERT. RERS S PER TYPI DETIS ON DWG. S1.3 TYPI SI. OTIONS - EDONTON, ERT T5J 1W8 E-I: protostatix@caisnet.com