3009 34TH PL 2016 Plans 2022-12-01

A B B R E V I A Tf O f V S � S P E C A� f�J S P E C TI 0�1 S, TE S Ti �1 � a n d S TR U C TU R A� 0 B S E R 1/A T 0�1 �C N E D U �E ROUGH FRAMING NAILING SCNEDULE W LIEU OF IQC TABLE 23p4.9.1 � ) WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING � ATD IN. INCHE(S) � INFO. INFORMATION INSPECTION ITEMS co�T��uaus PERIODIC TESTING C�MMENTS CONNECTION FASTENING � ' � FEET(FOOT) INT. INTERIOR EXTERIOR � „ GROUND-MAIN 2 X 6 2X6 @ 16"O.C. 1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS � INCH (lNCHES) SOIL & FOUNDATIONS (IBC 1704.7} MAIN-UPPER 2 X 6 2X6 C� 16"O.C. 2. BRIDGING TO JOIST (3) 0.131" X 2.5" TQENAILS EA. END � # PQUND(S), NUMBER JST. JOIST SITE PREPARATION, EXCAVATION & GRADING UPPER-ROOF 2 X 6 2X6 @ 16"O.C. 3. 1X6 OR LESS SUBFLR. TQ JST. (2) 0.131° X 2.5" FACE NAIL ` = EQUAL(S) JT. JQINT X GEOTECH 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL / PER SUBSURFACE DRAINAGE GEOTECH INTERIOR � K KIPS(1000) - - GROUND-MAIN 2 X 4 2X4 Q 12"O.C. 5. 2" SUBFLOQR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U '~ A.B. ANCHOR BOLT FILL PLACEME�JT & COMPACTION X X GEOTECH MAIN-UPPER 2 X 4 2X4 @ 16'�O.C. 6. SOLE PLATE TO JST. OR BLKG. (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL Z `� LAT. LATERAL UPPER-ROOF 2 X 4 2X4 @ 16'QC. " " "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � ABV. ABOVE FIELD VERIFICATION OF BEARING CAPACITY X GEOTECH � ADD. ADDITIONAL LB. POUND(S) 7. TOP PLATE TO STUD (2} 0.148" X 3.25" O,C. END NAIL PARTY 8. STUD TO SOLE PLATE 4 0.131" X 2.5" TOENAIL o � ADJ. ADJACENT L.B. LAG BOLT(S) GROUND-MAIN 2 X 4 EA. WALL 2X4 � 16"O.C. EACH WALL � ) (DBL WALL) ALUM. ALUMINUM LG. LONG(ITUDINAL) GQNCRETE CONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL (OR) (2) 0.148° X 3.25" O.C. END NAIL 1 r'' o ALT. ALTERNATE LGTH. LENGTH REINFORCEMENT X UPPER-ROOF 2 X 4 EA. WALL 2X4 @ 16"O.C. EACH WALL 9. DOUBLE STUDS (2) Q.148" X 3.25" AT 12" O.C. FACE NAIL °' � APPRX. APPROXIMATE(I Y) LGMF LIGHT GAUGE METAL FRAMING 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL �� ARCH. ARCHITECT(URAL) LLH L�NG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLICE (2�) 0.148" X 3.25" FACE NAILS � � C° ASSY ASSEMBLY LLV LONG LEG V�RTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) Q.148 X 3.25" TOENAILS � T, � B. BOTTQM LSN LONG SLOTTED HOLE(S) 1. SEE SHEARWAL.L SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12° Q.C. TOENAIL '� � B E L B E L O W L T. W T. �I G H T W E I G H T R E Q U I R E M E N T S, B L O C K I N G A N D P L A T E N A I L I N G. S E E 0 6 1 0 0 "R O U G H F R A M I N G" S T R U C T U R A L N O T E S 13.TOP PLATE LAP INTERSECTIONS (2) Q.148" X 3.25" FACE NAIL � .� BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGNT ANCHOR HOLTS & HOLDOWNS SHE�T S1.0 FOR SPECIES AND GRADE OF WALL P�ATES AND STUDS. PI.EASE NOTE THAT SOME „ � � � B.F. BRACED FRAME X SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. 14.DOUBLE 2X JO{ST/HEADER (1) 0.148 X 3.25" AT 12" FACE NAIL EA. EDGE � BLDG. BUILDING MAS. MASONRY EMBEDDED ITEMS X 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL - � � BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS WITH 7" EMBED, AT 48" ON CFNTER 16.CONTINUOUS HEApER TO STUD (4) 0.131" X 2.5" TQENAILS � p � BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDllLE FOR ADDI710NAL 17.CLG. JST. LAP AT PARTITIONS (3} 0.148" X 3.25" FACE NAIL � � � BLW. BELOW MAX. MAXIMUM C O N C R E T E P L A C E M E N T ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TQ THAT SECTION 18.CLG. JST. TO PARALLEL RaFTER (3) 0.148" X 3.25" FACE NAIL � � � U �� BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER TO PLATE (3) Q.131" X 2.5" TOENAIL � � � BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 20.1X BRACE TO EA. STUD 8c PLATE (2) 0.131" X 2.5" FACE NAIL �- o � BN BOUNDARY NAILING MECH. MECHANICAL 3. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIQNAL CONNECTORS AT SHEARWALLS AS 21.1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 2.5" FACE NAIL (n � � BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT STEEL CONSTRUCT(ON (IBC 1704.3� IBC TABLE 1704.3 INDICATED ON THE PLANS. 22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131" X 2.5" FACE NAIL B.O. BOTTOM OF MEZZ. MEZZANINE - 23,BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL • B.O.E. BOTTQM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FOR NOTCHING ANQ BLOCKING LIMITS, 24.BUILT-UP GIRDERS AND BEAMS 1 0. ,; �S 148" X 3.25" AT 12" EA. EDGE STAGGERED �-- � B.O.F. BQTTOM OF FOOTING MIN. MINIMUM WELDING (IBG 1704.3.1 & AWS D1.1) NOTE 4. t � ��K , BRDG. BRIDGE(ING) MISC. MISCELLANEOUS STAIR AND RAILING 5. SEE Q�TAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. V ; U : ` BRG. BEARING MTL. M�TAI� X � BTM. BOTTOM REINFORCING STEEL AWS d1.4 , , 4 BTWN. BETWEEN (N) NEW � � X NOTE 6 .�. � .. _ _...f N.L.B. NON-LOAD BEARING EMBEDDEQ PLATE X C� BEARI �1G WA�� ST�JD SCNEDU �E C�4 FASTEf� I �JG SCHEDU �E ,. ._, �::.. � , ..� � ; C CAMBER N0. NUMBER CAMB. CAMBER(ED) N.S. NEAR SIDE � CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE � � �� N CF CUBIC FOQT N.W.C.NORMAL WEIGHT GONCRETE ANCHORfN� SYSTEMS N0. OF BUNDLED STUDS ° �r� o C.I.P. CAST IN PLACE ADHESIVE ANCHORS HOLE DIA.<2/5d PER PLAN ti �� O.C. ON CENTER X PER MFR. ------. � �, � C.J. CONSTRUCTION JOINT SINGLE STUD . c� CL CENTER LINE O.D. O U T S I Q E D f A M E T E R MECHANICAL ANCHORS X P E R M F R. d HOLE EDGE (2) 0.1 6 2" D I A. X 3 1/2" A T 1 2" O.C. � � : a � � DISTANCE>5 &" ' �� o O.F. OUTSIDE FACE z HOLE EDGE TYPICAL � o ' CLG. CEILING P O W Q E R A C T U A T E D F A S T E N E R S X P E R M F R. o N O T G H DISTANCE>5 8" c� CLR. C�EAR DEPTH<1/4d f � � O.H. OPPOSITE HAND � COL COLUMN OPNG. OPENING ¢ � � _ �?�6� a � OPP. OPPOSITE - - � SINGLE STUD CONC. CONCRETE WOOD CQNSTRUCTION (IBC 1704.6 & 1707.3) 4 INTERIOR � , �I,� CONN. CONNECTION ORNT. ORI�NTATE(ION) o ONLY CONST. GQNSTRUCTION OSB ORIENTED STRAND BOARD SILL RLATE ANCHOR BOLTS X � 2X JOISTS PER PLAN CONT. CQNTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING �- STUD X � HOLE DIA.<2/5d CTSK. COUNTERSWK iSB SHEAR PANE�S � PLATE QOUBLE STUD � CTR. CENTER(ED) PAR. PARAL�EL X o � CY CUBIC YARD P/C PRECAST SHEAR WALL NAILWG X �_ � \ � � PEN PANEL EDGE NAIL _____ �1 � o N � � � DRAG STRUT o � � d PENNY(NAILS) PERP. PERPENDICULAR X DB DROPPEQ BEAM PL. PLATE HQLDQWNS X 2X SQUASH BLQCK '- � DBA DEFORMED BAR ANCHORS PL PROPERTY LINE NAIL Wf (2) 0.162" DIA. X a � DBL. DOUBLE PLN PLAN 3 1/2" � 8" O.C. STAGGERED w O . DCW DEMAND CRITICA� WELD PLMBG. PLUMBWG STRUCTURAL OBSERVATION (IBC 1709) ± DEPT. DEPARTMENT P L Y W D. P L Y W O O D CONCRETE CONSTRUGTION NQT REQUIRED `� DET. DETAIL PSF POUNDS PER SQUARE FOOT � WALL PER BEARING Q PSI POUNDS PER SQUARE fNCH WOOD CONSTRUCTION WALL SCHEDULE � DF DOUGLAS FIR NOT REQUIRED � DIA. DIAMETER P.T. PRESERVATIVE TREATED - SCALE: NONE DIAG. DIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: SCA�E: 3/4° = 1'-0" 2 0 DIAPH. DIAPHRAGM - � O 5� STUD �JOTCH NG and B�R1�1G �I�IITS � TYP CA� B OCK f�� at QU�ID�ED ST�DS � � DIM. DIMENSION 4TY. QUANTITY � 1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CEF�TIFIED SPECIA� INSPECTOR FROM AN AGENCY APPROVED BY THE DN. DOWN JURISDICTION. __ � D.O. DITTO(REPEAT) RAD. RADIUS , � DP. DEEP 2. SPECIAL INSPECTION SHAL� NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION Q � RE: REFERENCE PRIOR TO FABRICATION. � D.S. DRAG STRUT 3. GdNTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PER�ORMED. PERIODfC � DWG. DRAWING S REF. REF�RENCE � � � REINF. REINFORCEMENT(ING) SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFaRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH m c� DWL. DOWEI�(S) REQ. REQUIRED THE REQUIREMENTS. � R.F. RIGID FRAME 4. ALL WELDS SNALL BE VISUALLY INSPECTED. � � (E) EXISTING 5. PERIQDIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELQING OF ASTM A706 REINFORCEMENT N0. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED � � R.O. ROUGH OPENING �, � EA. EACH TNAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR T0 THE START OF WORK, THAT PERIODIC � ,�; R.S. ROUGH SAWN � E.E. EACH FND I�ISPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELQED ITEMS. E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUl�DING OFFICIAL, OWNER, ARCHITECT, �NGINEER OF RECORD, AND CONTRACTOR W�TH COPIES OF ALL REPORTS AND o i � E.J. EXPANSION JOINT SCN. SCHEDULE SCI STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4) 3 X HOLE DIA. MfN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. EL. ELEVATION SCHED. SCHEDULE ELEV. ELEVATOR EMBD. EMBED(MENT) �M. S MILAR � EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT - �. . . _ . . . _ . EQG EQUAL ER SKW. SKEW(ED) z O O O O O � � � \. . . . . . . \. . . . . � EQPT. EQUIPMENT S.O.G. SLAB ON GRADE � -f.-� E.W. EACH WAY SPC. SPACE(S) (ING) �, � . EXP. EXPANSION SPEC. SPECIFICATION(S) ¢ R!M JOIST HEAD-OUT FOR EXST. EXISTING SQ. SQUARE � PLUMBING, MECH., � EXT. EXTERIOR STQ. STANDARD � ETC. 1 1/2" DIA. MAX. d � STGR. STAGGER - FAB. FABRICATION STIFF. STIFFENER(S) 4 � _ _ _ _ _ � d/3 MAX. HOLE SIZE TNIS ZONE � F 8 F L U S N B E A M S T I ft. S T I R R U P(S) � - - FDN. FOUNDATION STL. STEEL ca i a i � F,F. FINISH FLOOR STRUC. STRUCTURAL m � 2x10 FIN. FINISH(ED) STRUCT. STRUCTURAL � � � � � �LG. FLANGE SUSP. StJSPENDED(TION) � �" ( � � FLR. FLOQR SYMM. SYMMETRICAL �� U210 HANGER r� FN FIELD (FACE) NAIL I ! EA. END r� � F.O. FINISHEQ OPENING T. TOP F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM I I 3/4" = 1'-0" � . F.O.M. FACE OF MASONRY TEMP. TEMPORARY I F.Q.S. FACE OF STUD T.&G. TONGUE AND GROOVE ( I U210 HANGER 8 J01 ST B QR I f�G LI M TS � �+ THK. THICK � � F.O.W. FACE OF WALL (NESS) FRM. FRAME(ING) THRD. THREAQED _ -- � 2x10 JOIST PER PLAN � �i F.S. FAR SIDE TN TOE NAIL � � � FT. FEET FOOT T.O.S, TOP OF SHEATHING(SLAB) C (16'� O.C. U.N.O. PER � FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL z C � PLAN) � O TRANSV. TRANSVERSE � ��{ FTG. FOOTING I I 2x10 T.O.S.. TOP QF STEEL � G � .� GA. GAUGE TYP. TYPICAL o � ( � �t GALV. GALVANIZE(D) � I ��-4�� -4�� I FOR JOIST SPANS UP TO � � GB. GRApE BEAM U.N.O. UNLESS NOTED OTHERWISE � 1l'-0", A SINGLE JOIST GLB GLUE LAMINATED BEAM U/S UNDERSIQE � ( MAY BE HEAD OFF TO CU GWB GYPDUM WALLBOARD V. VERTICAL � ( ADJACENT SINGLE JOISTS � � GYP. GYPCRETE VERT. VERTICAL � ( O � � VIF VERIFY IN FIELD � � H. NORIZONTAL � � � HD NOLUOWN W. WIDE(NIIDTH) I � FOR JOIST SPANS BETWEEN 11'-0" AND �1 � H.D.G. HOT DIPPED GALVANIZED W/ WITN � , � � •� � � 16-0' ADD ADDITIONAL � ,_._, HDR. NEADER W/0 WITHOUT rn � � 2x10 JOIST ADJACENT TO � � � HGR. HANGER WD. WOOD HEAD OUT. HORZ. HORIZONTAL W.H.S. WELDED NEADED STUDS ( � �i-� ^ � HORfZ. HORIZONTAL W.P. WORK POINT � ( I NOTE: JOIST HEAD -OUT U h� � HR HEADER W.�, WELD�p STUQ ¢ H.S.B. HIGH STRENGTN BOLT WT. WEIGHT � � � IS FOR UN UNIFORMLY � � � HT. HEIGNT 4V.W.F. WELDED WIRE FABRIC � LOADED FLOOR J04STS N � � � - � - - � ONLY -�I� � I.D. WSIDE DIAMETER X-STG EXTRA STRONG ; _ - - - _ __ - - - _ � � , w I.E. INVERT ELEVATION XX-STG DOUB�E EXTRA STRONG � � ( I.F. INSIDE FACE � I . YD YARD o PLAN - JOIST HEAd-OUT SCALE: 3/4" = 1'-0" � 10 JO ST HEAD-- OUT DETAI�S 11 •