16" O.C. 1/2" COUPLER. PT 2x4 SILL PLATE. 4" CONC. SLAB W/ 6X6, W1.4 x W1.4 WWM (3) #5 CONT. 1' - 8"

Transcription

1 5 SLOPE DN. ' - 6" 9' - 0" " ON. SL W/ 6x6, W.xW. WWM 6 MIL VPOR RRIER SMOOTH TROWEL " ON. SL W/ 6x6, W.xW. WWM 6 MIL VPOR RRIER SMOOTH TROWEL 6' - 5" 6' - " 6' - 5" 8' - " 6' - 8" 5' - 0" " ON. SL W/ 6X6, W. x W. WWM /" OUPLER PT x SILL PLTE () #5 ONT. " ON. SL 6" O.. ' - 8" 6" O.. /" OUPLER PT x SILL PLTE () #5 ONT. TIE ROD 8" MIN. /" DI. x 8" " O.. E. SIDE OPN'G. # ONT. #5 W/ '-" 8" O.. UNDISTURED ERTH OR 95% MODIFIED DENSITY OMPT FILL SHETHING /" DI. x 8" " O.. E. SIDE OPN'G. ' - 0" ' - 0" " ON. SL W/ 6X6, W. x W. WWM VR. SEE SPES. REINF. PER FND. DETIL FND. EDGE P.T. 6x6 SYP OL. SIMPSON 66 () #5 ONT. FOUNDTION PERIMETER DETIL FOUNDTION OLUMN DETIL /" = '-0" /" = '-0" FOUNDTION THIKENED SL DETIL FOUNDTION PLN ORNER RER DETIL 5 /" = '-0" /" = '-0" /" = '-0" MIN. LP 0' - 0 /" 0 R DI. 0 R DI. ' - 8" MIN. LP VR. SEE SPES. 8" MIN. # ONT. #5 W/ '-" 8" O.. UNDISTURED ERTH OR 95% MODIFIED DENSITY OMPT FILL REINF. PER FND. DETIL VR. SEE SPES. VR. SEE SPES. ' - 0" SYMOL REVISION DTE SYMOL REVISION DTE --0 ISSUE DTE: DESIGNER: J.S. FRNE DRWN Y: JSF OMP. FILE No.: 6098 STTE PROJET No.: REVIEWED Y: J.S. FRNE Deprtment of Environmentl Protection Division of Recretion nd Prks ONSULTNT: ureu of Design nd onstruction 50 Thomsville Rd., Tllhssee, FL 09 (850) FRNE ENGINEERING, LL. 90 LLWY ROD TLLHSSEE, FLORID p.: NO. 056 PPLILE ODES FLORID UILDING ODE - EXISTING (F-E) MERIN SOIETY OF IVIL ENGINEERS (SE 7) MERIN ONRETE INSTITUTE (I 8) MERIN INSTITUTE OF TIMER ONSTRUTION (IT) DESIGN LODS ROOF DED LOD ROOF LIVE LOD WIND LOD NOTES PSF 0 PSF UILDING ENLOSURE PRTIL UILDING END ZONE "" FEET EXPOSURE "" INTERNL PRESSURE +/ RISK TEGORY I WINDLOD Vult = 0 MHP OMPONENTS & LDDING ROOF (ULTIMTE) ROOF 0 SF 50 SF 00 SF ZONE -5 PSF -0 PSF -7 PSF ZONE -5 PSF -8 PSF -5 PSF ZONE -5 PSF -8 PSF -5 PSF ZONES LL PSF PSF PSF OMPONENTS & LDDING WLL (ULTIMTE) WLL 0 SF 50 SF 00 SF ZONE -9 PSF -5 PSF - PSF ZONE 5-60 PSF -5 PSF -8 PSF EDITION 00 EDITION 008 EDITION RD EDITION 5 HT WOOD NOTES. WOOD ONSTRUTION SHLL OMPLY WITH MERIN FOREST ND PPER SSOITION, F&P, NTIONL DESIGN SPEIFITION FOR WOOD ONSTRUTION (NDS) & HPTER OF F.. OMPLY WITH "DESIGN SPEIFITION FOR METL PLTE ONNETED TO WOOD TRUSSES.". USE LUMER WITH MINIMUM F=050/00 PSI FOR SINGLE REPETITIVE USE ND MODULES OF ELSTIITY, "E" OF,00,000 PSI (FOR WLLS ND EMS). PRLLEL STRND LUMER, PSL, S MNUFTURED Y TRUS JOIST MMILLN ORPORTION OR PPROVED EQUL IS TO E USED FOR MNUFTURED WOOD OMPONENTS ND SHLL HVE MINIMUM F=900 PSI, E =,000,000 PSI, FV -90 PSI (DIMENSIONL LUMER SHLL ONFORM TO MERIN SOFTWOOD LUMER STNDRDS PS-0 ND E SS ND GRDE STMPED). LL TOP PLTE WOOD MEMERS TO E DF/SP.. T LL UILT-UP WOOD ND/OR ENGINEERED LUMER EMS/TRUSS GIRDER ERING LOTIONS, MINIMUM OF () X6 STUDS TO E USED, U.O.N. 5. EMS USED S MULTIPLE SSEMLY EMS IN LIEU OF SOLID WOOD EMS TO E ONNETED WITH ROWS OF 6D NILS T " ON ENTER. 6. ONE PIEE OF /" THIK WOOD MEMER MY E SUSTITUTED FOR TWO PIEES OF /". 7. THE INDIVIDUL STUDS OF UILT-UP OLUMNS TO E DEQUTELY FSTENED TO DEVELOP OMPOSITE TION OF THE SSEMLY. 8. T LL UILT-UP WOOD OLUMNS USE SPEIFIED NHOR TIE DOWNS T SE ND TOP OF UILT-UP OL. EMS OR TRUSS GIRDERS ERING ON UILT- UP OLUMNS TO E NHORER WITH WOOD TO WOOD UPLIFT ONNETOR. 9. USE MNUFTURER'S REQUIRED SIZE ND NUMER OF NILS OR OLTS FOR NHOR TIE DOWNS. HURRINE LIPS ND LL ONNETORS. LL HURRINE LIPS, TIE-DOWNS ND FSTENERS TO E STINLESS STEEL. SIMPSON PRODUTS THT NNOT E PROVIDED IN STINLESS STEEL, MY E Z-MX GLVNIZED. 0. 5/8" PLYWOOD ROOF SHETHING P RTED /6 EXPOSURE TO E NILED TO SUPPORTED MEMERS WITH 0D NILS T 6" ON ENTER INFIELD, " ON ENTER LONG LL PNEL EDGES.. 5/8" PLYWOOD WLL SHETHING TO E NILED TO WLL STUDS WITH 0D NILS T 6" ON ENTER, " ON ENTER LONG THE PNEL EDGES.. GYPSUM WLL SHETHING T EXTERIOR ND LOD ERING WLLS TO E SEURED TO STUDS WITH DRYWLL NILS T 7" ON ENTER ND " ON ENTER LONG THE PNEL EDGES.. PROVIDE ONTINUL LTERL RING ND/OR LOKING ETWEEN HORDS OF TRUSSES S REQUIRED OR S NOTED Y TRUSS MNUFTURER TO DEQUTELY TRNSFER LODS TO SHER WLLS.. ONTRTOR TO VERIFY THT HURRINE LIPS/TIE DOWNS SHOWN WILL RESIST WIND UPLIFT FROM ROOF TRUSSES. IF UPLIFT VLUE FROM ROOF TRUSS MNUFTURER EXEEDS PITY OF THE HURRINE LIP/TIE DOWN, THE ONTRTOR SHLL PROVIDE ONNETOR TO RESIST THE UPLIFT LODS. LL HURRINE LIPS ND STRPS TO E STINLESS STEEL PER MNUFTURER (SIMPSON-SST00, TYPE 6-L. 5. PLE FLT STRPPING ETWEEN STUDS T ENDS OF LL EM ERING LOTIONS. MIN /"X0"X6 G. FLT STRIP WITH TWENTY-FOUR 0D NILS TO E PLED T ENDS OF UILT-UP WOOD EMS. 6. NHOR OLTS TO E 5/8"X6" LONG WITH " SQURE WSHERS, SPED " ON ENTER U.O.N. FIRST NHOR OLT IS TO E PLED MXIMUM OF " FROM EH ORNER. 7. WOOD IN ONTT WITH ONRETE OR MSONRY WLL SHLL E PROTETED OR PRESSURE TRETED IN ORDNE WITH MERIN WOOD PRESERVERS SSOITION STNDRDS. 8. STNDRD U.S.S. WSHERS SHLL E USED ETWEEN WOOD ND OLT HEDS ND NUTS. OLTS ND SREWS SHLL E STM -07, LL TO E HOT DIPPED GLVNIZED. LL OLTS/FSTENERS EXPOSED TO WETHER TO E 6 STINLESS STEEL. 9. WOOD TRUSSES ND ONNETIONS RE TO E DESIGNED Y PROFESSIONL ENGINEER REGISTERED IN THE STTE OF FLORID. METL PLTE ONNETED TRUSSES SHLL OMPLY WITH THE SPEIFITIONS FOR DESIGN OF LUMER ND ITS FSTENINGS, TRUSS PLTE INSTITUTE DESIGN SPEIFITIONS & THE LTEST EDITION OF FLORID UILDING ODE. 0. ERETION, RING ND HNDLING OF TRUSSES SHLL E PERFORMED IN ORDNE WITH REQUIREMENTS Y TRUSS PLTE INSTITUTE.. LOTIONS WHERE THE RIGID EILING IS NOT PERMNENTLY SEURED TO THE OTTOM HORD OF TRUSS, X MEMERS T '-0" ON ENTER SHLL E SEURED PERPENDIULR TO THE OTTOM HORD.. LOTIONS WHERE ROOF SHETHING IS NOT PERMNENTLY SEURED TO THE OTTOM HORD OF TRUSS, X MEMERS T '-0" ON ENTER SHLL E SEURED PERPENDIULR TO THE OTTOM HORD.. WNES RE NOT EPTLE IN EXPOSED MTERILS.. WHERE PRESSURE TRETED FRMING IS REQUIRED, FRMING SHLL E PRESSURE TRETED USING NON, METHODS, PRESSURE TRETING TO E Q OR EQUIVLENT. ONRETE NOTES. LL ONRETE SHLL HVE MINIMUM 8 DY YLINDER OMPRESSIVE STRENGTH lf'c) OF 000 PSI.. REINFORING RS: STM -65, GRDE 0 OR 60.. REINFORING R SPLIES SHLL E LPPPED " MIN. OR 0 Db WHIHEVER IS LRGER.. THE MINIMUM PROTETIVE ONRETE OVER FOR REINFORING RS SHLL E S FOLLOWS: ST GINST & PERMNENTLY EXPOSED TO ERTH, " EXPOSED TO ERTH & WETHER, ", NOT EXPOSED TO ERTH OR WETHER OR IN ONTT WITH GROUND, /" 5. OMPT SOIL TO 95% MODIFIED PROTOR. 6. MINIMUM SOIL PITY OF 000 PSF. 7. ONTRTOR SHLL FIELD VERIFY LL DIMENSIONS. MINIMUM NILING SHEDULE:. JOIST OR RFTERS TO SIDES OF STUDS -6d 8-INH JOIST OR LESS -6d FOR EH DDITIONL INHES IN DEPTH OF JOIST -8d. RIDGING TO JOIST, TOENIL EH END. LOKING ETWEEN JOISTS OR RFTERS - TO JOIST OR RFTERS - TOENILS EH SIDE, EH END -0d b. LOKING ETWEEN STUDS, EH END -0d toenils or -6d. SOLE PLTE TO JOIST OR LOKING, FE NIL 6d t 6" o.c.. TOP PLTE TO STUD, END NIL -6d 5. STUD TO SOLE PLTE -8, toenil or -6d, end nil 6. DOULE STUDS, FE NIL 6d t " o.c. 7. DOULED TOP PLTES, FE NIL 6d t 6" o.c. 8. TOP PLTES, LPS ND INTERSETIONS, FE NIL -6d 9. EILING JOISTS TO PLTE, TOENIL -8d 0. ONTINUOUS HEDER TO STUD, TOENIL -8d. EILING JOISTS, LPS OVER PRTITIONS, FE NIL -6d. EILING JOISTS TO PRLLEL RFTERS, FE NIL -6d. JOIST OR RFTERS T LL ERINGS - TOENILS, EH SIDE -0d. " RE TO EH STUD ND PLTE, FE NIL -8d 5. UILT-UP ORNER STUDS 6d t " o.c. x NILER, U.N.O. UTT END OR END OF SILL PLTE ORE OR NOTH SILL OLT REQUIREMENTS TYPIL SILL PLTE ELEVTION 6" PLN VIEW MINIMUM SILL OLT PROJETION. PROVIDE MINIMUM SILL OLT EMEDMENT OF 7" ELOW FINISH FLOOR OR TOP OF UR.. PROVIDE N DDITIONL SILL OLT 6 INHES FROM EH END OF EH PIEE OF SILL PLTE.. WHERE SILL PLTES RE ORED OR NOTHED IN EXESS OF / OF THE SILL PLTE WIDTH, PROVIDE DDITIONL SILL OLTS 6 INHES EH SIDE OF ORE OR NOTH.. SET LL SILL OLTS WITH SETTING TEMPLTE EFORE PLING ONRETE. STING OR PUSHING OF SILL OLTS INTO WET ONRETE IS EXPRESSLY PROHIITED. 5. PROVIDE MINIMUM SILL OLT PROJETION OVE THE ONRETE S SHOWN ON DETIL. 6" 6" "W" " MIN. WHERE DRYPK OURS TOP OF ON. J. SOTT FRNE FL PE NO. 605 OKEEHOEE TTLEFIELD HISTORI STTE PRK SHEET TITLE FOUNDTION PLN & DETILS DY USE RESTROOM OKEEHOEE, FLORID PROJET TITLE SHEET NO.

2 S0 ' - 0" ' - 6" H EXT. SHER WLL TYPIL ' - 6" 9' - 6" 9' - 0" H H H VERT. LL THRED ROD TIE DOWN, H H H H 6' - " S0 S0 6' - " ' - 6" ' - 6" H S0 ' - 0" 6' - 8" 8' - " 5' - 0" PRE-ENGINEERED " O.. x LOKING xx/ PLTE WSHER W/ SIMPSON RTU NUT PT x DL. TOP PLTE /" DI. LL THRED E... 6" O.. /" OUPLER /" DX PLY. W/ 0d x " O.. 6" O.. " O.. PERIMETER ' O.H. SIMPSON E. TRUSS SEE RH. /" DX PLY. W/ 0d x " O.. 6" O.. " O.. PERIMETER PRE-ENGINEERED " O.. () x SIMPSON EQ6SDS.5 P.T. 6x6 SYP OL. FINISH SEE RH. /" DX PLY. W/ 0d x " O.. 6" O.. " O.. PERIMETER ' O.H. SIMPSON E. TRUSS SEE RH. PRE-ENGINEERED " O.. x LOKING xx/ PLTE WSHER W/ SIMPSON RTU NUT PT x DL. TOP PLTE /" DI. LL THRED E... 6" O.. /" OUPLER SIMPSON E. TRUSS SEE RH. /" DX PLY. W/ 0d x " O.. 6" O.. " O.. PERIMETER SYMOL REVISION DTE SYMOL REVISION DTE Deprtment of Environmentl Protection Division of Recretion nd Prks ureu of Design nd onstruction 50 Thomsville Rd., Tllhssee, FL 09 (850) x6 OL. () TYPIL S0 6' - 5" 6' - " 6' - 5" TIE DOWN PLN /" = '-0" " ON. SL SEE SHT. FOR FND. DETIL PT x SILL PLTE /" DI. x 8" " O.. E. SIDE OPN'G. SLOPE GRDE FOR POSITIVE DRINGE SEE SHT. FOR FND. DETIL 0' - 0 /" OFFSET SIMPSON 66 SLOPE GRDE FOR POSITIVE DRINGE " ON. SL SEE SHT. FOR FND. DETIL PT x SILL PLTE 0 EXT. WLL SETION 0 OLUMN SETION 0 EXT. WLL SETION /" = '-0" /" = '-0" /" = '-0" /" DI. x 8" " O.. E. SIDE OPN'G. --0 ISSUE DTE: DESIGNER: J.S. FRNE DRWN Y: JSF OMP. FILE No.: 6098 STTE PROJET No.: REVIEWED Y: J.S. FRNE ONSULTNT: FRNE ENGINEERING, LL. 90 LLWY ROD TLLHSSEE, FLORID p.: NO. 056 TIE ROD TOP PLTE J. SOTT FRNE FL PE NO. 605 SIMPSON HEDERS & EMS MX. 8" () x0 W/ /" PLY. HEDER EM () JK STUD 0' - 6" MIN. # S.Y.P TOP PLTE /" THK. x " S.S. PLTE W/ () # SS SREWS OVER SPLIE 6 TYPIL HEDER EM DETIL TOP PLTE NILING DETIL 7 /" = '-0" /" = '-0" SPLIE OVER STUD STGGER TOP & OTT. x SPLIES STUD PK ' - 6" ' - 6" SEE DETIL /S0 /" THRU OLT W/ WSHERS x W/ /" PLY. ONT. SEE DETIL /S0 OUNTERSINK OLT ENDS FSTENED W/ () ROWS ' - 0" TYPIL 0d GLV. " O.. x6 KNEE RE TYPIL PT 6X6 OL. 5 PORH EM DETIL /" = '-0" SIMPSON Q6SDS.5 TYPIL /" THRU OLT W/ WSHERS OUNTERSINK OLT ENDS TYPIL 0' - " 0' - " OKEEHOEE TTLEFIELD HISTORI STTE PRK SHEET TITLE WLL SETION & DETILS DY USE RESTROOM OKEEHOEE, FLORID PROJET TITLE SHEET NO. S0

3 OKEEHOEE TTLEFIELD HISTORI STTE PRK SHEET TITLE PROJET TITLE DY USE RESTROOM OKEEHOEE, FLORID J. SOTT FRNE FL PE NO. 605 DESIGNER: J.S. FRNE DRWN Y: JSF REVIEWED Y: J.S. FRNE ONSULTNT: FRNE ENGINEERING, LL. 90 LLWY ROD TLLHSSEE, FLORID p.: NO. 056 ISSUE DTE: OMP. FILE No.: STTE PROJET No.: SYMOL REVISION DTE SYMOL REVISION DTE Deprtment of Environmentl Protection Division of Recretion nd Prks ureu of Design nd onstruction 50 Thomsville Rd., Tllhssee, FL 09 (850) ROOF PLN & DETILS T/ RG WLL LKNG W/ SIMPSON R OR EQUL 7' - /" SIMPSON MGT SEE DETIL XX GIRDER TRUSS GIRDER TRUSS : : : RIDGE : () x () x SIMPSON MGT SEE DETIL 09 SIMPSON MGT SEE DETIL 09 SIMPSON HP OR WLL ENDS & EM ORNERS () x SIMPSON LGT SEE DETIL 08 SIMPSON H OR EQUL SIMPSON LGT SEE DETIL 08 WLL SHETHING NILING SHEDULE ROOF SHETHING NILING SHEDULE EDGE SPING NOTE TOP PLTE TRUSS OR RFTER OLUMN H LIP PLE NIL IN E. HOLE SIMPSON SQ OR EQUL OLUMN SIMPSON 66 OR EQUL 000 PSI, MIN. SIMPSON LST OR EQUL PT () x x PT x PT SIMPSON EQ6SDS.5 SIMPSON TS SEE RH. SIMPSON LST OR EQUL P.T. 6x6 SYP OL. x STUD PK FIELD SPING NOTE FIELD SPING NOTE 7 ROOF FRMING PLN /" = '-0" EDGE SPING NOTE NOTE:. FOR SHETHING PERMITER SPING TO E " O.. PERIMETER SPING NOTE. NOTE:. FOR SHETHING PERMITER SPING TO E " O.. PERIMETER SPING NOTE.. FOR PLY. SHETHING EDGE SPING TO E " O... FOR PLY. SHETHING EDGE SPING TO E " O... FOR PLY. SHETHING FIELD SPING TO E " O... FOR PLY. SHETHING FIELD SPING TO E " O.. SHETHING NILING SHEDULE /" = '-0" SIMPSON H H SIMPSON SQ POST P TRUSS GIRDER SIMPSON MGT OR EQUL STUD PK TIE ROD SIMPSON MGT GIRDER NHOR 9 /" = '-0" TRUSS GIRDER SIMPSON LGT OR EQUL () x EM SIMPSON LGT GIRDER NHOR 8 /" = '-0" SIMPSON SQ POST NHOR 6 0 END OLUMN SETION EM TO WLL DETIL 5 /" = '-0" /" = '-0" SHEET NO. S0 SIMPSON H OR EQUL

4 Okeechobee ttlefield Historic Stte Prk PLUMING SPEIFITIONS DY USE RESTROOM OKEEHOEE, FLORID

5 Okeechobee ttlefield Historic Stte Prk WTER ND SEWER RISER DIGRMS DY USE RESTROOM OKEEHOEE, FLORID

6 Okeechobee ttlefield Historic Stte Prk FIXTURE SHEDULE ND DETILS DY USE RESTROOM OKEEHOEE, FLORID