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MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO I i ' MIN. (1)COURSE/800 I JL'++- MIN. (1) COURSEMOND L2 I BEAM ABOVE LINTEL I QJ I BEAM ABOVE LINTEL baaur 6Rour BOTTOM REINF. 4:Z I pp, I PRECAST LINTEL WPRECAST LINTEL W EI`4xx ED IMNF. #�"^FI E 18EDDED REINF. MB-2 i -- i i i i � TOP COURSE, IF 1 i +� TOP COURSE, IF L4J '+i m I L4J i _ RE10 P9t ARCH. REQ'D P82 ARLN. TOP REW OR CONT. GONi. BOND BEAM BOND BEAM RE1W. REINF. A5 R6Q D 6RouT GROUT BOTTOM REINF. BOTTOM REIN. PRECAST LINTS w/ rl EMBEDDED REINF. I a• I PRECAST LINTS Wt-`�-f BEDDED REINF. M5-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-013/0T ----- ----- MB-2 8F8-I5/OT ----- (1) #5 M13-3 BFIb-IB/IT (1) #5 (1) *5 M3-4 8RFI4-I13 ----- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, f y=60 k5I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST I N17EX SHEET DE5GRIPTION 5HEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 50-1 FOUNDATION DETAIL5 50-2 5TRUGTURAL DETAIL5 P555-1 5TRUGTURAL DETAIL5 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BA5ED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE EN05. • BUILDER TO VERIFY GORRO51ON-RE5I5TANCE GOMPATIBILITY OF HARDWARE 4 FA5TENER5 IN GONTAGT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 316. GONGRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAY5, U.N.O.: Pc = 2,500 psi:....... FOOTIN65 2,500 p51:....... 5LAB5 ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • GONGRETE MA50NRY UNIT5 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF I1-100 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDIGATED ON PLAN) 5HALL ID BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR CONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 5OLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL GORNER5. • VERTIGAL REINFORCEMENT 5HALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLAN5) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXAGT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 5HALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5QUARE5 A5 P055113LE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PECFICATION5 (TYP. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"4.131" NAIL5 3"4.120" NAIL5 J015T TO 5OLE PLATE (3) TOENAIL5 (3) TOENAIL5* 50LE PLATE TO J015TBLK'6. (3) NAIL5 o 4" o.c. (3) NAIL5 o 4" o.c. 5TUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAIL5 0 8" o.c. TOENAIL5 0 6" o.c.* BLK'6. BTWN. J01575 TO TOP PL. (3) TOENAIL5 (3) TOENAIL5* DOUBLE 5TUD NAIL5 0 24" o.c. NAIL5 o 16" o.c. DOUBLE TOP PLATE NAIL5 o 24" o.c. NAIL5 o I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5EGTIN6 WALLS (2) NAIL5 (2) NAIL5 * 2/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) TH 15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 1(90q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 NTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUGTURAL EN6INEERIN6. EXTERIOR $ SHEAR WALL SHEATHING SPEC I F I CATIONS INDIGATE5 LOGATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFICATION5 BEYOND THAT OF 5TNORD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 056 FA5TENED w/ PI 2y2"x0.131 " NAIL5 @ 6" o.(,. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FA5TENED W P3 21/2"x0.131" NAIL5 @ 3" o.c. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR O5B FASTENED w/ 2 "xO.131" NAIL5 ® 6" O.G. AT ALL PANEL ED6E5 AND o 12" O.G. AT GRNTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 5HALL OGGUR OVER FRAMING OR 2X BLOGKINC7 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 5HALL HAVE DOUBLE TOP PLATE5 FASTENED TOGETHER w/ 3►'2"x0.131" NAIL5 0 16"o.c. U5E (8) 5h"x0.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.o) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. 5EE ARGHITEGTURAL ORANINC75 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR WALL5 ARE GON5IDERED 5HEARW6%LL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS 5HALL BE OFF5ET TO FALL ON DIFFERENT FRAMING MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUGT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE ARCHITECTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE RATED A55EMBLIE5 5HALL BE NOMINAL ID/W: THIGK. APA RATED 5HEATHIN5 23(e EXP05URE 1 055 OR PLYWOOD PEf AGGORDANGE WITH THE UL DE516% 5PEGIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5CD 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +113 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 5QFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SQFT. +20.2 P5F/-22.0 P5F +202 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.6 P5F +15.0 P5F/-22.0 P5F 500 5QFT. +15.8 P5F/-11.6 P5F +15.6 P5F/-11.6 P5F (I)End Zone is 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-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5CHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/I6" MIN. 05B/PLYWOOD SHEATHING 2446, EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 %"4.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 8 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RING SHANK NAIL5 o 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND IN5TALL ROOF TRU55E5 PER WTGA 4 TPI'S OG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING It BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 5HOP DW65. 5HALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING GONDITION TRU55 GONNEGTOR < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD 5TUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLU514 BEAM OR FLU5H G.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE CONNECTED WITH GONNECTOR A5 L15TED ABOVE. IT 15 THE RBPON51BILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE-516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-I6. ALL UPLIFT GONNEGTOR5 AND LOA05 PER THI5 DRAWING 5HALL SUPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFICATION5 AND LOADS SHOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I; : ; ; I EXTENT OF OVERFRAMING •-- - --INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5) = 30 1:15F ® 5LEEPIN6 AREA5 = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F o GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED t EXP05URE A5 L15TED R15K GATEC70RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 5TUD BEARING WALL5 5HALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 5HALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX). • ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JACK 5TU0 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL MEMBERS 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"4.131" NAIL5 o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAIL5 FOR 2x6 $ 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAIL5 o 16" O.G. 5TAG6ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLAN5). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 055 FASTENED w/ 2V2"x0.131" NAIL5 ® 6" O.G. ® E06E5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi . FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIES TOGETHER WITH 3 ROW5 OF 3"4.131" NAIL5 o 8" O/G OR 2 ROW5 Y4"x3V2" 51MP50N 505 5GREW5 (OR %" TRU55LOK 5GREW5) o 16" 0/6. U5E A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOGATE TOP 8 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50L10 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 4 2x8 MEMBERS. . FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIES TOGETHER WITH 3 ROW5 0FY4"xb" 51MP50N 505 5GREW5 (OR 6 %" TRU55LOK 5GREW5) o 16" 0/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 5HALL BE PRESERVATIVE TREATED AND FA5TENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAM I N6 • I-JOI5T5/TRU55E5 5HALL BE DE5I6NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-J015T /TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-J015T/TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 5HALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAIL5 o 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORT5. TYPIGAL 5TAIR GON5TRUGTION NOTE5 • (5) 51N65LE 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 5TRINGER. • FASTEN 2xb P.T. PLATE TO GONGRETE 5LAB w/ (3) 34j," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJAGENT WALL5 w/ (2) 3"x0.131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREAD5. • 5EE 5TAIR FRAMING 5EGTION FOR MORE INFO. seal: � 4 © copy Tory �Btruc�� da1aleri rrif:�in��. aZ _J W w z c Z w J Z= W� a J JH z W a Ca W C IV Hj a 0E E w .Q CM _Q C b m� Q A .0 8 m pp N M M&K project number: 068.2001 1 project mgr: drawn by: issue date: JSB MJT 01 -2 6-21 REVISIONS: date: initial: sheet: 4� a 'Q 0_ 0 J LL z a U7 < W J r'Q V 'Q �~ Z 0 ..� J J SM0.0