6791 Branham Mill Ct - Laserfiche WebLink

Browse Search

0 MASONRY LINTEL ASSEMBLIES 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO i_4J+ MIN. (1) GOURSFIBOND i L4J+i- MIN. (1) GO�5E/em I I BEAM ABOVE LINTEL I I rEEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. 1 a• I R�PREGA5T LINTEL w/ PREGA5T LINTEL w/ EMBEDDED REINF. ' EMBEDDED REINF. MB-I MB-2 Its L4 J'+-- TOP GOUR5E, IF I I + TOP GOUR5E, IF m I LQJ I I I REQb PER ARCH. v I _ I REQ'D PER ARCH. TOP REINF. OR WNW. GONT. BOND BEAM BOND BEAM REINF. REIN. AS REQ'D It GROUT GROUT BOTTOM REINF. ... BOTTOM REIN.PRECAST LINTEL w/ a I PREGA5T LINTEL w/ EMBEDDED REIN. -t-_i` EMBEDDED REIN. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I SFS-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 896-I13/IT (1) #5 (1) #5 MB-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: 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 BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE51C 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-1 FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEEREO FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... RFBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROGTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, 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 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 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 WALL5. (AS SHOWN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PECI1 ICATION5 (TYP. U.N.O.) DE5GRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOI5T/BLK'6. (3) NAILS @ 4" o.G. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 TNAIL5 (5) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS a 6" o.c.* BLK'G. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5• DOUBLE STUD NAILS @ 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.G. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE (q NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP a GORNER5 d INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS • 2l12"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE 5HOWN) TH 15 MODEL HAS BEEN DESIGNED IN ACGORDANGE WITH THE nth EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGT I ON 160q) LATERAL DES 16N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR INALL SHEATH I NG SPEC I F 1 CAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPEGIFIGATIONS BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2)12"x0.131" NAILS @ 6'I o.c. ALONG PANEL EDOE5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W P3 21211x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ ;�/2"xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND V 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 E06E AND FASTENING 2. ALL STRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALLS 5HALL HAVE DOUBLE TOP PLATES FASTENED TO6ETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8, A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3W(, SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL IV32" THICK, APA RATED 5HEATHIN6 6 EXPOSURE 105B OR PLYWOOD PER U.S. PRODUCT STANDARD PSI OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window 4 Door Allohable Wind Pre55ure5 140 MPH Wind Zone ExI205ure B®° OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +15.5 P5F/-20.q P5F +18.5 PSF/-20.q PSF 16 6arage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 P5F 10 SOFT. +21.2 P5F/-22A PSF +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Ig.O PSF/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone i5 defined a5 the 5moller of 10% of lea5t horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 3Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 7-16 5ection 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pres5ure5. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 @ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLESS OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA � TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 d BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 5'W.I31" NAILS @ 16" O.G. UFL I fT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SIN6LE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARIN6 ON GMU WALL ROOF 61., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51611 THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 *--- - --- --INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES F05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DES16N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 � DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXP05URE AS LISTED R15K GATE60RY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS 5PAGED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGES 3-PLY OR MORE GONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 & 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05E3 FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ EDGE5 $ 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55xIO6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROWS Y4"x3Y2" SIMPSON 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) a 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOGATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID 7" BEAM 15 AGGEPTABLE. r ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGONS @ 24" O.G. 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-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ 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 GROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS @ 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. n........ sealo ' 0 78 [L C OF s 0. �% © copyright: MULHERN & KULP StrucDEGgileriig, Z62 aCD z z W W z o c W Ca.. J Q L Z� a cc:D a E T� 3: m E 4 J� > A Wo Z W Mg Y t6 p y o(0 m L6 W CD C M n M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DJ R 12- 16-21 REVISIONS: date: initial: sheet: J W 0 2 Ld UJ 2 4 SM0.0 0 J I.L