6887 Shelby Lynn Way - Laserfiche WebLink

Browse Search

MASONRY L I NTEL A55EM5L I E5 5EE 5CHEOULE AND 5PECIFICAT10% FOR ADD'L INFO 6Ran 6Ran BOTTOM REINF. 14....... PRECAST LINTEL W PRECAST LINTEL W 1_4BIDED REINF. � Ld BEDDED REINF. MB-1 MB-2 m� TOP REINF. OR CONT. CONT. BOND BEAM BOND REAM REINF. REINF. AS REQ'D 6POUT FiROur BOTTOM REW N� BOTTOM REINF. • .. --- PRECAST LINTEL w/ rl PRECAST LINTEL W EMBEDDED REW 1545EDDED REINF. MB-3 MB-4 MA50NRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-013/0T ----- ---- MB-2 BF8-I13/0T --- (1) #5 M5-3 8F16-I5/IT (1) #5 (1) #5 M6-4 8RFI4-8 ----- ---- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOT7'5 CONCRETE. NOTE-5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE51RE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k9I 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P555-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANCE COMPATIBILITY OF HARDWARE 8 FA5TENER5 IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF MOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/550.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE 5LA13 CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINT5 SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE-5 AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"4.131" NAILS 3'W.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOI5T/BLK6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.c.* BLK'6. BTWN. JOISTS, TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE 1 NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) TH 15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGTI ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE: GOEFF I G I ENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQU I RE5 FORMAL EVALUATION I APPROVAL FROM MULHERN I KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR HALL SHEATH I N6 SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FASTEN I N6 SPEG I F I GATI ON5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L SHEAR PANEL SPEG. 15/52" PLYWOOD OR 05E3 FASTENED W/ PI 2Y2"x0.131" NAILS @ 6" o.C. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05E3 FA5TENED w/ P3 2Y211x0.131" NAIL5 ® 3" ox. ALON6 PANEL E06E5 AND 12" o.C. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 "0.131" NAILS a 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3,142"x0.131" NAILS ® 16"o.c. USE (8) 3142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window � Door A l loveable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 6 6crage Door +18.5 P5F/-20.9 P5F +18.5 P5F/-20.q P5F lb, Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-iq.l P5F 10 SOFT. +21.2 P5F/-22A P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P51F/-20.8 P5F +Iq.O P5F/-23A P5F 100 SOFT. +10.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 PW-11.6 P5F +15.8 FIW-11.6 P5F mEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNECTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 058/PLYW000 5HEATHIN6 246, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-0I OR EQUIV) a 6" O.G. AT PANEL ED6E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 8 DRAG TRU55E5 W RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKI% ALONG PANEL E1?6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUS5E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLI% $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP 01165. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS a 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION LENGTH CONNECTOR < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF C71RDER TRUSS BEARING ON WOOD STUD WALLAJOOD BEAM ALL 51MP50N HT520 51NGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS, L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE-516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : : : : : : I EXTENT OF OVERFRAMIN6 L -'-'J •- -- - - -INDICATES I/6"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED R15K GATE60RY 11 6ENERRL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLAN5). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS 5PAGED 0 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX). • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"4.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05B FASTENED w/ 2V2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A0 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO6 psi . FOR 2 4 3 PLY 5EAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS o 8" O/C OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3V2" TRU55LOK 5CRE1615) a 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" SIMPSON 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" 0/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEPTH5 OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WA1_1_5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-JO15T5/TRU55E5 SHALL BE DE516NED BY MANOR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 311x0.131" NAILS 6" O.G. AT PANEL E06E5 If 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 9/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seak 15 J0ze a s u o® G. N 7 24 v :'S-' .. STATE .�_� OF .` ` A (D copi4 • MCP j ��62201 z _J w w Z C-= z W �- C Q N -0 Z= L) A c*- �4 oc = UJ X� 00 E a J� 9 A a� 0 Z W p n y o-cr 2 cQ m y �h W C N M d IV IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: MJT issue date: 1 0-0 6-2 0 REVISIONS: date: initial: �•� 'ftm gz a C r, Q O � Ld LL 0 Z J °' � W N � X W a U �-" 2 co r U) F z J J sheet: SM0.0