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HomeMy WebLinkAboutB15-0229_S2.1_1439390880.pdf ec IS ir 4 08/12/15 1 33'-0" / 20'- 1 A � 33'-O" /• 20'- I STRUCTURAL DESIGNS �2 �2 PO BOX 8007 8 IOXIO 55.5 HOT-TUB I`�I HELICAL I'-3" X I'-3" GONG PIER AVON, -3O 81620 COLUMN LOCATION �� PIER / W/ (4)-#5'S VERTICAL; FAX. I-888-3b2- (TYP (4)- RE: ARCH MICRO PILE 121-6 A I-888-362-4685 ON A 5'-0" X 51-0" X INFO®bPSE.NET PLACES) SYMBI ' CONC FTG PAD W/ WNW.bPSE.NET i 7 #5'S AT 12" O.G. EACH / GANTI 8 X 12 TMBR -DROPPED- 10 X 12 TMBR -DROPPED- CANT / WAY SUPPORTED WITH THESE PLANS AND WRITTEN STL HELL I AL OR MATERIAL,HEREIN,ARE El El I I I I I + INSTRUMENTS OF SERVICE AND ' I MICRO- PILE PIERS ARE THE PROPERTY OF bPSE,LLC. L J L J L J (TYP (4)-PLACES) (bPSE). REUSE OF THIS DRAWING OR ANY INFORMATION CONTAINED CT OTHER COMPACT BACK- 7 COMPACT BACK- I O - INNDICIATED IN THEON AJTITLE BLOCK, 15N FILL TO 45% MIN. NEW 3/8" STL PLT W/ (4)- 5/8" FILL TO 45% MIN. 53.1 d1 PROHIBITED WITHOUT WRITTEN STNDRD PROCTOR 2X12 DECK 47 EXP ANCHORS AT 8 STNDRD PROCTOR / b'-113/4" / PERMISSION FROM bPSE. bPSE ISNOT RESPONSIBLE FOR ERRORS DENSITY, TYP. . FRMNG AT SIMPSON SPACING W/ 1/4" CUSTOM STL DENSITY, TYP, DUET SCALED ANY QUESTIONS 5 OR LB HANGER SADDLE HI SIDE 4 BTM PLTS, DISCREPANCIES TO bPSE PRIOR 12" O.G. AND VERT 51TFFENERS EA. END COMPACT BACK- / 12 -6 / 5 6I�Q / 5'-i" COMPACT BACK- TO OR DURING CONSTRUCTION. FILL TO 4595 MIN. FILL TO 4595 MIN. Z STNDRD PROCTOR — — STNDRD PROCTOR — O 8X12 TMBR ^,FLUSH DENSITY, TYP. , 7 O m DENSITY, TYP. u -1 [ 1 1-O" ] .v rr - u' [ 11_011 ] !!1 - ` 2 53.1 2X12 FLUSH LEDGER W/ (2) 3/4" � 2 53.1 � a 't — — - .. \. I 11-3" X 11-3" GONG I \ ( q 3 ) 20 6 } EXP-BOLTS AT 24" O.G. - STAGGERED - ` PIER W/ (4)-#5'S I 20'-b" ( q'-3" ) L J VERTICAL; ON A — — _ — - - - - _ - - — - -_ -� I -I 31-0'x 3'-011 x I ' — — I z I '' T . 1 1 10" GONG FTG I f L . 7 ,_. 1 111 . -o II PAD W/ #5'S AT I I I I . O I 12" O.G. EACH .0 I O _ I NI _ L — J WAY I I I _ I NI _ _ L — J A#--5y2 i' `1 I 0 — — — , 5Y2 I� _Not fn _9 ® [ 6" ABV FLASH 11 80211-0" 8021'-O" ' z �j CA = GRADE ] NO ® GRADE ] FLASHIlminni E': Y T.O. SLAB r Y T.O. SLABr-,.,-] rriii) ' �� . of I I 19of I I z I_ CA CA — — — — — — — — — — — CA CA - — — — — — — — — — — 0 ° ` � - L6 1-.. , -II : L 0 til 14'-23/4" ( 20-6 ) - — — — /:. 14'-2%" ( 20- S.I > r — — I — — — — I to [ 211-0" ] I — — rIi ' b" )• — — — — I [ 211-0" ]• 1 ° 1 r �. . . in in L ( 13'-3" ) 20'-6" — • p I I I 4 X 4 X L ( 13'-3" ) 20'-6" [ — 121111FTG PAD X -"'' 1211 FTG PAD F , hl al 1 O.C. EACH 12 83411 / / O / j coI OL J O G E'AGH AT 12 83411 / / O Z iN 1] ® WAY _� m •.� — ® WAY _,- m76- U l� 0 - _ -i T !� v P I I I I 11 —, �I Po' : I II I " a 51-0" X 3-O X I I �❑ I s�. _I 3 110 X 3-O X I I �❑ I ' • 1 . O I O m 10FTG PAD W/ L I 8 r 015 AT PA O.G. L 4 I 8 > in r #515 AT 12" O.G. I I 1"l I �; r I I 0 - O } 1L/ v _ 0 LI Ili M N CO W O EEC< = RAM \S \ =ONATON A\ 0 0 O 2' 4' 8' 0 2' 4' 8' Z SCALE: 1/4" = I '-O" SCALE: 1/4" = I '-O" NOTES: NOTES (CONT.): NOTES: • INTERIOR FLOOR SYSTEM SHALL BE 3/4" T4G PLYWOOD SUBFLOOR, EXPOSURE I, 2411 APA • ❑ INDICATES COLUMN DOWN OR THRU FRAMING; • ELEVATIONS ARE BASED ON ACTUAL USGS ELEVATIONS; REFER TO THE SITE PLAN , RATED - STAGGER END JOINTS, GLUE AND FASTEN IN/ IOd NAILS AT b11 O.G. ALONG ALL <TMR> INDICATES TRIMMER STUD, <KNG> INDICATES KING STUD. PREPARED BY MARTIN-MANLEY, INC., DATED 8/16/2012. PANEL EDGES AND AT 1211 O.G. ALONG ALL INTERMEDIATE SUPPORTS - ON 11 1/81' BCI FLOOR • . INDICATES COLUMN UP FROM FRAMING OR STUB COLUMN. • FOOTING ELEVATIONS SHOWN ARE BASED ON FINDING ADEQUATE SOIL GOND 1T1ONS AS JOISTS, RE: PLAN FOR SERIES AND SPACING, TYPICAL, U.N.O. • 1771 INDICATES EXTERIOR WALL OR INTERIOR BEARING (OR SHEAR) WALL; FLOOR JOIST DETAILED IN THE THE GEOTECHNICAL REPORT. IF THE FOOTINGS ARE LOWERED DUE TO SOIL • INTERIOR FLOOR FRAMING LEDGER SHALL BEA (1)- OR (2)-2X12 [PER PLAN], GLUED AND BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. GOND 1T1ONS, VERIFY THE CHANGES WITH THE STRUCTURAL ENGINEER. NAILED, FLUSH^' LEDGER w/ (2)-5/811 EXP. ANCHORS AT 1611 O.G. - STAGGERED - (I)-2X12 • E ] INDICATES BEARING WALL UP ONLY; TERMINATING ON A BEAM AT THIS LEVEL. • CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN GEOTECHNICAL REPORT. AGAINST CONCRETE IS REQUIRED TO BE TREATED OR PROVIDE WATERPROOFING • I I INDIGATES INTERIOR NON-BEARING PARTITION HALL BELOW; LOCATE PER ARCH DINGS. FOOTING BEARING ELEVATION SHALL BE 41-0" MIN. BELOW GRADE; GRADE SHALL BE 611 MIN. MEMBRANE, TYPICAL, U.N.O. • I/ A INDICATES AREA OF OVERFRAMED FLOOR FRAMING. BELOW TOP OF FOUNDATION WALL. 0 iuu • "BCI" INDICATES: BUILT-UP "I"-SECTION FLOOR JOIST AS MANUFACTURED BY BOISE CASCADE • 7777 INDICATES STEPS IN FLOOR PLYWOOD. • CONCRETE FOOTINGS ARE 24" WIDE AND 10" THICK, TYPICAL, U.N.O. CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AND SHALL • = INDICATES CONCRETE FOUNDATION HALL OR PIER. • CONCRETE FOUNDATION WALLS ARE 8" WIDE, TYPICAL, U.N.O. V 0 til BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD, PRIOR TO INSTALLATION, TYP. • HANG INTERIOR FLOOR JOISTS FROM FLUSH BEAMS AND LEDGERS WITH SIMPSON ITS • [ ] INDICATES CONCRETE FOOTING; SPREAD AND/ OR ISOLATED. I- • 11LVL" INDIGATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY BOISE TOP FLANGE HANGERS 4 EXTERIOR DECK JOISTS FROM FLUSH BEAMS AND LEDGERS • = INDIGATES CONCRETE FOUNDATION WALL OR PIER. btu 5 CASCADE CORPORATION. WITH SIMPSON LB TOP FLANGE HANGERS, TYPICAL, U.N.O. • © INDICATES OPENING IN CONCRETE FOUNDATION HALL. Z Q- IU • ALL WOOD SILL PLATES IN CONTACT WITH CONCRETE; PROVIDE 11GREEN" TREATED WOOD • HANG TIMBER/ LVL BEAMS FROM TIMBER/ LVL/ STL. BEAMS AND LEDGERS WITH SIMPSON WP • ( XXXXI'-XX" ) INDIGATES TOP OF GONG. FOOTING OR "BIG-FOOT" ELEV. SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. TOP FLANGE BEAM HANGERS [THIS SHEET], TYPICAL, U.N.O. • I XXXX"-XX" } INDICATES TOP OF CONC. FOUNDATION WALL AT 5 1/2" WALL BLOCKOUT OR IL 0 0 • EXTERIOR DECK FLOOR SYSTEM SHALL BE 2X12 FLOOR JOISTS, RE: PLAN FOR SPACING, IN/ • TYPICAL MINIMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO THE BOTTOM OF CONC. GRADE-BEAM. 0 w 2X DECKING. 2012 IBC FASTENING SCHEDULE (TABLE 2304.q.1). • [ XXXXI'-XX" ] IND'GATES TOP OF CONC. FOUNDATION HALL OR PIER ELEV. n • EXTERIOR DECK LEDGER SHALL BE (2)-2X12, GLUED AND NAILED, FLUSH ' LEDGER IN/ • EXTERIOR HEADERS: (3)-2X8 IN/ (I)-2X6 TRIMMER AND (I)-KING STUD TO A MAX SPAN OF • CONCRETE SLAB ON GRADE SHALL BE A 4" CONCRETE SLAB ON b mil VAPOR BARRIER ON (2)-3/411 EXP. ANCHORS OR THRU- BOLTS AT 24" O.G. - STAGGERED - (I)-2X AGAINST 31-611; (3)-2X10 W/ (2)-2X6 TRIMMERS AND (1)-KING STUD TOA MAX SPAN OF 51-311; AND (3)- 4" GLEAN GRAVEL BASE ON UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL PER CONCRETE IS REQUIRED TO BE TREATED OR PROVIDE WATERPROOFING MEMBRANE, q 1/4" LVL IS IN/ (2)-2X6 TRIMMERS AND (I)-KING STUD TO A MAX SPAN OF q'-0" TYPICAL, GEOTECHNICAL ENGINEER. REINFORCE CONC. SLAB WITH NOVOMESH 300, FIBERMESH 1 10 'U TYPICAL, U.N.O. U.N.O. (ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDING PLYWOOD CONCRETE SYSTEM THROUGHOUT SLAB. PROVIDE 3/8" DEEP SAWN OR TROWELED CONTROL l 1 I- • - XXXX"-XX" - INDICATES TOP OF BEAM ELEVATION. SHIMS AS REQUIRED). JOINTS AT 121-0" MAXIMUM SPACING (144 SQ FT.) EACH WAY. SEAL JOINTS FLUSH WITH �J w 0 • VERIFY PLATE HEIGHT ELEVATIONS IN/ ARCH DINGS. ELASTOMERIC SEALANT. PLACE CONCRETE SLAB ON GRADE, ON STRUCTURAL COMPACTED #-I--A FILL OR NATURAL GRADE AS OUTLINED 1 N THE GEOTECHN 1 CAL REPORT. • AT ALL WOOD SILL PLATES IN CONTACT WITH CONTRETE: PROVIDE "GREEN" TREATED WOOD -"`\\N‘� 4 z0 SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. _.-ow:.I. 'I,Ir • COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. . G. , PROJECT: 117q • CONTRACTOR SHALL COORDINATE FOUNDATION PLACEMENT WITH AN APPROVED SITE PLAN. ,fy PLACEMENT INCLUDES ORIENTATION WITHIN BUILDING ENVELOPE/ SETBACK AND • -' 794 S ; STRT DT: 6/2015 VERIFICATION/ SETTING OF FOUNDATION WALL HEIGHT ELEVATIONS IN/ DATUM. %r t 07/005 1 DRAIN BY: PUP • ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER THE SITE PLAN AND !'�O'F ...•••"��- k DETAILS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS OTHERWISE , �;r`s1ONALV�—- SHEET NOTED. • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, . SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 2 CONNECTION WITH THE CONSTRUCTION WORK.