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MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO - PREGAST LINTEL `' BOTTOM REINP. PRECAST LINTEL w/ W/ EhEEDDED REIN. � I I R'®EDDED REINF. MB-1 MB-2 m� TOP REIW. OR GONT. CONT. BOND BEAM EIOND BEAM REINF. REW AS REGtb _ - 6Rour 6MIT BOTTOM REW BOTTOM REIW. PRECAST LINTEL r✓ PREGA5T LINTEL WEMBEDDED ENDED REINF. REIN. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-0B/OT ----- ----- MB-2 8F8-IB/OT ---- (1) #5 M5-3 BFIb-IB/IT (1) #5 (1) #5 M13-4 DRFI4-15 ----- ----- APPROVED LINTEL MAR FAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS W SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=bO k51 b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE S-0.0 5TRUGTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 51?-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS 1`5513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 11500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY 6ORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE # FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DES16N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRES51VE 5TRENOTH5 IN 28 DAYS, U.N.O.: Pc = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN -7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND 5LA135 ON GRADE SHALL BEAR ON VIRGIN 501L OR 159 COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015CONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM 6OMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE 8" CONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 510E OF ALL MASONRY 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'-O" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB 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" SLAB) • JOINTS SHALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOIST/BLK'6, (3) NAILS 0 4" o.c, (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS 0 6" o.c.* BLK'S. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 W' o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTERSEGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120% SAME 5PACIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 CODE (5EGT1 ON 1(90q) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOE1=E I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT L 15TED HERE REQUIRE5 FORMAL EVALUATION APPROVAL FROM MULHERN � KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATH I N6 SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION 5YMB0L SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W PI 2Y2"x0.131" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.c.. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2Y2"x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2 "xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND 0 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3V2"x0.131" NAIL5 @ 16"o.c. U5E (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERE05HEARWALL5. 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILING REQUIRED AND OCCUR 16' MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind PreSSure5 140 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONES 6 6arage Door +18.5 P5F/-20.1 P5F +18.5 P5F/-20.1 P5F 16Garage Door +11.1 PSF/-I1.1 PSF +11.1 PSF/-I1.1 PSF 10 SOFT. +21.2 P5F/-22.1 P5F +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +11.0 P5F/-20.8 P5F +11.0 P5F/-23.1 P5F 100 SOFT. +18.0 PSF/-Iq.8 PSF +18.0 P5F/-22.0 PSF 500 5QFT. +15.6 PSF/-11.6 PSF +15.8 P5F/-17.6 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 A56E 1-10 section 2.4.1 from vitimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain vitimate pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 711b" MIN. 05B/PLYW001) SHEATHING 24/6 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 o b" O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END $ DRAG TRUSSES w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE 13LOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 13RAGINO OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"4.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T 51NOLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 5EARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMP50N HT520 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAIb BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAIb FLUSH G.T. BR6. ON GMU WALL ALL 13EARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED W00D TRU55 CONSTRUCTION". MdK HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: ' : I EXTENT OF OVERFRAMIN6 •--- -- - -------INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKIN6 UNDER P05T OR JAMB ABOVE. t 6ENERA�L STRUCTURAL NOTES seal, $q�� •c^c rY ` s • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. .' • N zz 24 • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N -o i SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. S I TE 07 • DE516N LOA05: S:c< 0 R ROOF LIVE = 20 P5F © copyrght DEAD = l P5F T.G., 10 P5F B.G. Struc 60Ee'inedrtly?tc. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS DEGK5) a CD z = 30 P5F 0 SLEEPING AREAS = 50 P5F 0 6ARA6E J W = 200 # POINT LOAD 0 6UARD5/HANDRAIL5 = Z o = 50 P5F e GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL ® TILE) CD WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED '-'' CL R15K GATE6ORY II "'� -' E .n GENERAL FRAMIN6 Z I`_ Q U � • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR S E 5YP#2 o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). W N = a • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP T 'STUD' GRADE LUMBER o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). ~ ami �o • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x LU o 'STUD' GRADE MEMBERS SPACED 0 I b" O.G. (MAX). 0 0 • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED g a WITH 2x 'STUD' GRADE MEMBERS 5PACED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). M&K project number: • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO,131" 068-2001 1 NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o project mgr: NJ M 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 d 2x8 MEMBERS. • FACE NAIL BUILT UP 2x PO5T5 W/ 3"0.131" NAILS 0 16" O.G. drawn by: KG K 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. issue date: 05-26_20 REVISION$: • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ -7/16" OSB date: initial: FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. m CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID 13LOCKINO IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: tp ^' • ~ CIO ty • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psI • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^6 psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAILS o 8" OIG OR 2 ROW54"x%" SIMP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER, Cz APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 r MEMBERS. Q • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) o Ib" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS 0 24" O.G. r� Tu l Q 0 FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIST/TRU55 SHOP 016165. SHALL BE SUBMITTED TO ARCH. d ENG. w 0 z �i Tw1 a FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN(5 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS o b" O.G. AT PANEL EDGES t 12" 0.6, AT INTERMEDIATE SUPPORTS. i �--1 O IL W 'Q T T T :31 U :D x F-4 U) 0 U z o) N< W > 0 J TYPICAL 5TAIR GON5TRUCTION NOTE5 • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/16" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"4.131" NAILS FSM000 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING 5EGTION FOR MORE INFO.