Loading...
HomeMy WebLinkAboutWS 46 - StructuralI MASONRY LINTEL ASSEMBLIES 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR APVL INFO ' BOTTOM REINF. PRELA5T LINTEL W PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED RENT. MB-1 MB-2 m� J TOP REINF. OR LONT. LONT, BOND BEAM BOND BEAM REINF. REINF. A5 REGO eRD eRflu BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTELREIN EMBEDDED REINF. J � I EMBEDDED RBINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 81`16-IB/IT (1) #5 (1) #5 MB-4 8RFI4-I13 ----- APPROVED LINTEL MANUFAGTURERS ARE: GAST-GRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ SPANS 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQUIRED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE b0, fy=bO k5l b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTIRAL DETAILS P555-1 5TRUGTURAL DETAILS 1 GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. -FASTEN PARTITION WALLS TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p5i:....... FOOTINGS 2,500 psi:....... 5LA65 ON GRADE (INTERIOR 4 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 FOOTIN&5 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM C416 F'c=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GGO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF 1900 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • EREINFORGED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 6" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR CONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINGS 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 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • 5AW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LA13) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (T%(F. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAIL5' 50LE PLATE TO _OI5T/BLK'6. (3) NAILS a 4" o.c. (3) NAILS o 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAIL5" TOP OR 50LE PLATE TO STUD 2 NAILS (5) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS 0 6" o.0 BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAIL5# DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS a 16" o.c. DOUBLE TOP PLATE LAP SPLICE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTIN& WALLS (2) NAILS (2) NAILS . 2y2"0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE « ARE SHOWN) THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (201�) FLORIDA BUILDING CODE (SECTION 160q) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED a EXPOSURE ONLY: 165 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 NTERNAL PRE55URE GOEFF IG I ENT = ENCLOSED, +/- 0.1b ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM MULHERN � KULP STRUGTURAL ENGINEERING. EXTERIOR $ SHEAR WALL 5HEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHICH REQUIRES 5HEATHIN6 AND/ OR FASTENING SPEGIFIGATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR OSB FASTENED W/ PI 2Y2"xO.131" NAILS ® 6" o.c. ALON6 PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W/ P3 2Y2"xO.131" NAILS @ 3" o.c. ALON6 PANEL E06E5 AND 12" O.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 1/I6" PLYWOOD OR 05B FASTENED w/ 2. "xO.131" NAILS ® b" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DEPED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINT5 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 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING REQUIRED AND OGGUR Ib" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allohable Wind Pre55ure5 165 MPH Wind Zone EX o5ure B OPENING 51ZE INTERIOR ZONES END ZONE50 6 6al Door +25.5 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F I6Garage Door +24.5 P5F/-21.0 P5F +24.5 P5F/-29.6 P5F 10 SOFT. +29.4 P5F/-31.9 P5F +29.4 P5F/-3G.3 P5F 20 SOFT. +28.1 P5F/-30.6 P5F +28.1 P5F/-36.1 P5F 50 SOFT. +26.5 P5F/-28.8 P5F +2b.3 P5F/-33.2 P5F 100 SOFT. +25.0 P5F/-21.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21.9 P5F/-24.4 P5F +21.G P5F/-24.4 P5F SOFFIT +29.5 P5F/-31.5 P5F I +29.5 P5F/-39.0 PSF End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. 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 .6 to obtain ultimate pressures. Soffit pre5eure calculated per FBG R103.1.2.1 ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.115" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO &ABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALIGNS PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN5. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANSER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW55. SHALL BE SUBMITTED TO ARCH 4 ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING it 3"0.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N5LE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL (2) 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 BEARING ON OPT. A SIMPSON HETAIb OPT B (1) 14ETA16 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U.N.O.) ADVL HETAI6 EVERY OTHER ROOF 63. FLUSH BEAM OR FLOOR ALL (2) 51MP50N HETAI6 T. BEARING ON GMU WALL IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PECIFGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARING WALL • �___� BEARING WALL ABOVE • E� BEAM / HEADER • - - - LOCATION AND EXTENT OF SHEARWALL :I EXTENT OF OVERFRAMIN6 • INDICATES 1/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) JL METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. 11 HOLDOWN / STRAP SCHEDULE SYMBOL I SPEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO GMU WALL w/ (1) SIMP50N M5TGM40 STRAP w/ (12) Y4" 5T-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N AGGOUN t=/1D t7FTll Vrn aTV AP /AD F/1D C,IJ/1DTFD TADr/1NIC, ONE STRAP TOTAL PER BUILT-UP POST, GENERAL STRUCTURAL NOTES • DE51611 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 PSF DEAD = 1 PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F ® SLEEPING AREAS = 50 P5F @ GARAGE DEAD = 10 PSF (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K GATE60RY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR SHEARWALLS SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED 0 Ill O.G. (MAX). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (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 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PE6IFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS W/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS ® b" O.G. ® E06E5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN5. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A0 psi • EVIL - Fb=2600 psi; Fv=285 psi; E=2.0x10^b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131" NAILS ® 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 51-REW5 (OR 3Y2" TRU55LOK 5GREW5) 0 I6" ox. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 56REW5 (OR 6 %" TRU55LOK 5GREW5) ® 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 ® 24" O.G. G i�Fq `oENS*,.Q1 STATE OF .� T4 O R \QP ��'��• This item has been electronically signed and sealed by James G. FnIing, PE on the date shown on the time stamp using a digital signature. Fart dcopies of this document are na considered signed and sealed and the signature must be w,Fied on any electronic copes. Digitally signed by James Friling DN: c=US, st=Pennsylvania, 1=Ambler, o=Mulhern & Kulp Structural Engineering, cn=James Friling, email=jfriling@mulhernkulp.co m Date: 2020.11.20 11:44:21-05'00' seal: © copyright : MULHERN & KULP Structural Engineering, Inc. N 0 0 m Ee ¢ o A,a v o aJ caE o a m o v 219 mto O N o a M&K project number 068-1 9051 project mgr: J S B drawn by: MJT issue date: 1 1-1 6-20 REVISIONS: date: initial: sheet: G> C Z d Q x 0 J LL F- z D 0 L _J Ld w U SM0.0 0 �r • F— t • — — — — — — F — — -- — — — — - - - - - - I --------- I 3 Y2" STEP i 5D-I � 5D-I I I i I I , Fr r--------� LANAI SLAB: 3 Y2" GONG. SLAB ON i 6RADE (2500 PSI i MIN.) w/ 6x6-WI.4xhI.4 MESH OR FIBER MESH ON 145% GOMPAGTED i FILL. GONGRETE SLAB: I 3 Y2" GONG. SLAB ON N I 6RADE (2500 P51 MIN.) v# 6x6-WI.4xhI.4 MESH OR `n FIBER MESH OVER (b MIL. I POLY ON 145% GOMPAGTED • FILL. -- -- -- -- -- -- -- -- NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL 2 LOCATION DIMENSIONS. 2 5D-I 5D-I • I I � � I I I Q i I 1C) �r I -----512" STEP-------� r HVAC 4 SD -I UNIT 5D-1 STEP VARIES 6ARA6E SLAB: S 3 Y2" GONG. SLAB ON GRADE SD -I (2500 P51 MIN.) W 6x6-WI.4xK.4 MESH OR FIBER MESH OVER 6 5D-I MIL. POLY ON 95% GOMPAGTED FILL. o F -3 Y2 STEP 5D—I cz o • � � I I I L I J 3 1 IL 5D-I 5D-I ---- —J 12'-0" 4'-4" SLA5 FLAN �rJ�iALE: 1/4"=1'—O" (22x34 SHEET)1/4"=1'—O" (22xS4 SHEET) SCALE: 1,— 1'-0" (Ilxli SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF SHEARWALL . EXTENT OF OVERFRAMIN6 •— - - —INDIGATE5 1/8"A" SAW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE El (SEE NOTES) JL METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � 5GHEDULE5 sec �P. s0 E N SF.' J 8 -�. STATE OF * 40 ����SS�ON A11 EOM• z J w w Z o 0 m z a w o. J � a Z= U � WCn -CZ a >. Jz z y � O CAD y m` ui LLI p N M&K project number: 068-1 9051 project mgr: J S j3 drawn by: MJT issue date: 1 1 -1 6-20 REVISIONS: date: initial: L x O LL F�- Z D O U T --I w W U Q J O a W Z O w F W � r� Vl T7i W }� J > sheet Fm 1,90 35'-0" T_611 MR-? MR-1 4'-6" 4'_8" MR-1 o o o 0 0 0 -' o o - I I N m � 0 O o MB-I 7I T- 2'-10" 4'-6" 2'-8" 'Fell- r _I O i o o I � m - O 0? (V n Y� O r- O _ o T— r 1'-4" 3'-2" -21 I O r MB-I - - o I I I I o MB-I MB-3 0 IF±IIF±l 0 MB-1 4'-4" 3'-2" 12'-0" 4'-4" 35'-0" LOOK FLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/8"=1'-O" (IIxIl SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •— - - —INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE El (5EE NOTES) JL METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 5OLID BLOGKIN6 UNDER POST OR JAMB ABOVE. MABONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-O5/OT ----- ----- MB-2 8F8-IB/OT ----- (I) #5 M6-3 8FI6-I5/IT (1) #5 (I) #5 MB-4 8RF14-I13 I ----- I ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA51"-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE51"RE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksi 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 I 5�EE(75GHEDULE AND 5PEGIFIGATION5 FOR ADID'L�INFO GROUT I BOTTOM BOTTOM REINF. PRECAST LINTEL rv/ PREC W LINTEL rv/ EMBEDDED REINF. % EM13EPPM REIN'. MB-1 MB-2 m� U TOP REW OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. A5 REO'D GROUT 6ROUT BOTTOM REIIF. BOTTOM W. T PRECAST LINTEL W PRECAST LINTEL rv/ ry I EF6EDDED REINF. EMBEDDED REINF. � � ill--vim--IIF MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES sec . s0 E N SF.. * J78 STATE OF .l'U; "fill ONM. E OM• 1..` cD z J LLI w Z o 0 CD m z a w o. J � a Z= U � WC Cn MCZ a >. Jz ;o � y W Y [D 0 O O (gyp 5 ;AM L0 W o c� M&K project number: 068-1 9051 project mgr: J S j3 drawn by: MJT issue date: 1 1 -1 6-20 REVISIONS: date: initial: d L x 0 LL z D 0 U Z Lt1 W J 0 a Li z r� V 0 Z n o ~ � C9Ld Ld W m W LI T d F} J > sheet Fm2.0 Sel III If ROOF FRAMING `�.�`'�s G. FRS<%y LGND OPT B UPLIFT GONNEGTOR �P.•�.cENSF•..G • ® INTERIOR BEARING WALL • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF ` ,t 7 8 * = TRU55 GONNEGTOR5. _ �" • _ _ _ _ � BEARING WALL ABOVE • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/b STATE OF WZ • BEAM / HEADER EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"xO.I15" '•�, c�', �� O R OP,: �2�: LOCATION AND EXTENT OF 5HEARWALL ®16" O.G. N FIELD. N6 SHANK NAILS (RFASTEN I HEATHIN6)TO GABLE END 8 DRAC5 8 © TRUSSES w/ RIN6 SHANK NAILS o 5" O.G. (U.N.O.). PROVIDE BLOGKIN6 �nnnu. • I:::::::::I EXTENT OF OVERFRAMIN5 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. A CD PROVIDE W' STYLE CLIPS ALON6 UNSUPPORTED E06E5. L•� z - - —INDICATES IAYxl" SAW GUT CONTROL JOINT • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND w CONTINUOUSLY UNDER ALL OVERFRAMIN6. = z o _ INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W z 51MP50N VTGR CLIPS o 24" O.G.LL °a J L METAL HANGER LL a • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 � E INDICATES P05T ABOVE. PROVIDE 50LID MANUFACTURER, UNLE55 OTHERN15E NOTED. Z a BLOGKIN6 UNDER P05T OR JAMB ABOVE. c� o • ERECT AND INSTALL ROOF TRUSSES PER WTGA 8 TPI'5 BC51 I o, Y "GUIDE TO GOOD PRACTICE FOR HANDLIN, INSTALLING 8 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." LU cn 00 Z3 • ROOF TRU55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH 8 EN6. = a FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. a JZ o • SUPPORT PORCH 8 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER LU y °D FASTENED TO FRAMING w/(2) 5"xO.151" NAILS ® 16" O.G. o 5y MM W c N M&K project number: 068-1 9051 project mgr: J S B drawn by: MJT issue date: 1 1 -1 6-20 REVISIONS: date: nitial: REFER TO 5—O.O FOR TYPICAL c�.� STRUGTURAL NOTES 5GHEDULE5 CU �Q �o 11L L O nn� Z U 0 � W w U Q � J �00� EDAM I NG PLAN O Li � 5GALI I/4"=1'-0" (22x54 5HEET) z SCALE: 1/6"=1'-O" (IIxIl SHEET) L — — — — — — ------� LL. z Ld 2 p TO d SD-2 W _l sheet Sw 1.3 (SEE UPLIFT CONNECTOR SCHEDULE FOR MORE INFO) 3 I 5D-2 5D-2 � I � O � w w � v 5D-2 v I � O O � -��' I I SD-2 \ \ HIP GIRDER TRUSS I I J \ DRAG TRUSS (250 PLF) O \ I I � I I I I I I I I I I I 11 I I z_ I I o I 5D-2 I I v~ Qw � p I I ' 5D-2 I I J �� �� I Zo I I� �X� I ° I a o I � I I I I I I STRUGTURAL GABLE END ROOFI6IRDER DRAG TRUSS (100 PLF) VALLEY I O.F. I I I I 5D-2 �'I I 3 I 5D-2 5D-2 TRU55 ®24" o.c. I vv I I UPLIFT GONN�Gi0R5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' S1MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL (2) 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 BEARING ON OPT. A 51MPSON HETAI6 OPT, g (U HETAI6 EVERY TRU55 + (U GMU WALL (OPT. A TYP. U.N.O.) ADD'L HETAI6 EVERY OTHER OF 6.T. FLUSH BEAM OR FLOOR ALL (2) 51MPSON HETAI6 .T. BEARING ON GMU WALL IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M8K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-l-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. G. �G E N SF• J7 -�• 4` STATE OF FILLED CELLS ' '.I 0 Y2" J-BOLT5 6" FROM EA. 'F� (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 3/4Yz° GYP. BD. EA. 51DE '��S '' ••••• �J��O GARAGE OVER " FURR 5TRIP5 OF 2x45 0 16" O.G. gS1ONAt- 4 -PER BUILDER /11111, " TOP �/IEW B N VERT. FROM FTC. TO N /•� N END OF WALL AND 1..` c� BOND BEAM. LAP L N w HOUSE SLAB SPACE ® 32" O.G. z FOUNDATION DOWEL MIN. -_ v (SEE PLAN) N 2" (6" MIN. EMBED) J w @CORNER 30" GROUT GELL SOLID LU D-1 :STUD PLATE TIES PER z o } PT BOT. PLAN 0 STUD TOP 8 D F m GONG. OR PAVER 6ARA6E WALL _ DRIVEWAY BEYOND CD PLT. a BOT. 1 IIIIII1 z a� o GRADE II II III I1=1 J m III a III —III = ATIO/PORGH/LANAI SLAB + a Q GARAGE SLAB = ° III III— = (SEE PLAN) 7 °C E E m 4^ (5EE PLAN Q III J III = • = m l l l III °° I=1 11= U Q t I —III— I) #5 DOWEL lW 6" HOOK AT GRADE c VERT. WALL REINF. fr— GLEAN COMPACTED 3" MINCLEAR I(5EE PLANS FOR LOCATION) I III I I1I - I I I I1 I IIIII I 1I11III(2) #55 GONT. W/ W � m. TIII—III —� 1 FILL ®95% MONOLITHIC FOUNDATION=1—I 1=1 =1 111 a > A � 8"x8" THIGKENED -III 1111 a 16"x8" THIGKENE = III == STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS SLAB — z EDGE W/ (2) #5 MIN. = = = = = SLAB W/ (U #5 GOZ NT. GONT. = I I 1 1 1 1UJ _y WHERE 2ND 5TORY WALL c OCG1R5 DIRECTLY ABOVE THE UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE CLIPS, AND N m M 8" GMU WALL SHOWN, FT6. SHALL ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A 2 C M o BE I'-4• WIDE w/ (2) #5 BAR5 CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. n THICKENED EDGE @ GARAGE DOOR DETAIL n FOOTING SECTION W/ BLOCK DETAIL n THICKENED EDGE DETAIL GARAGE STEP DOWN DETAIL - SCALE: NM SCALE: HIM SCALE: HIM `r SCALE: NM M&K project number: 068-1 9051 project mgr: J S B 8" GMU BLOCK drawn by: M J T 8" GMU BLOCK 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL # R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. GURB BEYOND OVER %" FURR 5TRIP5 OVER 3/4" FURR 5TRIP5 OVER /a FURR 5TRIP5 1 1 - 1 6-20 (I) 5 VERT. FROM FTC. TO s " ISSUe ate: (1) #5 VERT. FROM FT6. -PER BUILDER BOND BEAM. LAP w/ -PER BUILDER -PER BUILDER TO BOND BEAM. LAP w/ N EXTERIOR DOOR FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO HOUSE SLAB 30" GROUT GELL 50LID N HOUSE SLAB BOND BEAM. LAP w/ ry N HOUSE SLAB REVISIONS: FOUNDATION DOWEL W—Q GARAGE SLAB MTL. THRESHOLD (SEE PLAN) = v (SEE PLAN) FOUNDATION DOWEL MIN. -_ v (SEE PLAN) MIN. 30" GROUT CELL 4 (SEE PLAN) SET IN SEALANT PORGH/PATIO/LANAI — u� 30" GROUT GELL 50LID date: initial: SOLID SLAB OR PAVERS PAVERS (SEE PLAN) z Q (SEE PLANS) z a z x4 1I 1 1 FRI II IIIIII1 0 GRADE 1111 =1 a 111-111 1 - a� O RARE =1 m �— I I1 I I I I1 I I • I I I I III III —III � III1 I l d 11 I I° ° III III1 I I I I 1 I_ � I I I a —III III1 I I I� "' 11 11111 � 11 11 1 11 I 1111=1 � 1� III III1 —III 1 1� 1 1 1� 1 111 II I `� EXP JOINT 1 11111 1I - 111= 1I I II I -`'1 III —III -IF _ ��H 11 1I 1I 11111 1=1 1 1= m III1-I m III1 k ml1 III1 z =III — PVC, CHASE SLEEVE TO BE #5 DOWEL W/ 6" HOOK AT=1I— II=1 1= - a" 1=-- I) #5 DOWEL W/ 6" HOOK AT TWICE THE DIAMETER OF C!� =III I' ALL VERT. WALL REINF. _ III -III ALL VERT. WALL REINF. O =III- i=III= 1 PROTECTED PIPE O (5EE PLANS FOR LOCATION == I1 i' MONOLITHIC === IF (SEE PLANS FOR LOCATION) = = = 1 11IIIIII—IIII - I' ;IIIIIIIII—III- =1III—III II ;III IIIIII—III GLEAN COMPACTED =III= n I -III= I' FOUNDATION W/ (2) #5 GLEAN COMPACTED =1 = I- GLEAN COMPACTED -III-1 "r GLEAN COMPACTED - GONT. ON CHAIRS FILL o 95% MONOLITHIC FOUNDATION FILL ®95% MONOLITHIG FOUNDATION ai FILL ® 95% 1'_0 MONOLITHIG FOUNDATION FILL ® 95% STANDARD I'-O" STANDARD DENSITY _O W/ (2) #5 GONT. ON STANDARD DENSITY 1 _O W/ (2) #5 GONT. ON CHAIRS Q STANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. MIN. GHAIR5 MIN. Cz TREATED O WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND 5TORY WALL OGCURS DIRECTLY ABOVE THE OGCUR5 DIRECTLY ABOVE THE OCCUR5 DIRECTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL 6" GMU WALL 5HOWN, FT6. SHALL 8" GMU WALL SHOWN, FT6. SHALL 8" GMU WALL SHOWN, FT6. SHALL O BE 1'-4" WIDE w/ (2) #5 BARS �BE 1'-4" WIDE w/ (2) #5 BARS BE 1'-4" WIDE w/ (2) #5 BARS BE I'-4• WIDE w/ (2) #5 BAR5 &LAR�A&71 CURB DETAIL ENTRY DOOR DETAIL n EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL n CHA5E DETAILSCALE: NTS SCALE: WI S SCALE: NT5 d L 0 0 8" GMU BLOCK J.. �J I. BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS z MTL. THRE5HOLD T -PER BUILDER SET IN SEALANT v HOUSE SLAB i (SEE PLAN) L d U PORGH/PATIO/LANAI W SLAB OR PAVERS (SEE PLANS) T T U PER MANUF. IIIIIIIIIIIII I' I I=1 I I= c I=1 I I I I 1=1 11=1 11=1 I P, Q 111 O ,=1- III-- 1=1 I111 Li ° 1--111-111= I —I II II1=1I1=1I1= III —III- 11 11 Z I WIIIIIII IIIIIII—III_ —111-1 MONOLITHIC, Q GLEAN COMPACTED -1 I' FOUNDATION W/ (2) #5 Z O FILL ® 95% STANDARD 1'-0" GONT. ON GHAIR5 z T � T Al DENSITY TERMITE MIN. D W W TREATED WHERE 2ND STORY WALL O T i 0 OGGUR5 DIRECTLY ABOVE THE W 8" GMU WALL 5HOWN, FT6. SHALL LL BE 1'-4" WIDE w/ (2) #5 BAR5 EXTERIOR OUTBAING $ 5GD POURED BILLS DETAIL sheet SCALE: MIS SDw I 2x4 GATS ® Ib"o.c. FASTENED TO GABLE END TRU55 w/ (20'x0.131" TOENAILS. PROVIDE SOLID SHIM BETW'N TRU55 8 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. 12" MA. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT GONNEGTOR, REFER TO GABLE END VERTICAL WEB TYPICAL RETROFIT DETAIL P. REINFORGIN6 AS REQURIED FASTEN ROOF 5HEATHIN6 BY TRU55 MANUF. TO FASGIA WITH 2 %"x0.II3" 2x8 P.T. PLATE FASTENED— RIN6 SHANK NAILS TO BOND BM. W/Y2" DIA. ® b" O.G. ANCHOR BOLTS ® 52" O.G. WITH T" (MIN) EMBEDMENT. w ^ w x SEE UPLIFT CONNECTOR EXTERIOR 5HEATHIN6 E06E x Q ` SCHEDULE ON PLANS FOR NAILING - 2Y2'x0.131" NAILS ® b"O G n CONNECTOR SPECIFICATIONS 2xb FASCIA FASTEN BOTTOM GHORD OF -SEE ARCH PROVIDE MOISTURE BARRIER TRU55 TO P.T. SILL PLATE w 8" GMU BOND BEAM PLATE (PER TRU55 MANUF) ® Ya" DIA. 0142" LONG 5D5 W/ (1) #5 GONT. I V\ EACH TRUSS. 5GREW5 ® Ib" o.c. PROVIDE MOISTURE 8" REINF. GMU WALL -SEE PLAN FOR VERT. VERT WALL REINF. TO BARRIER PLATE BELOW 8 HORZ. REINF. SPECS EXTEND INTO BOND BEAM WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (1) #5 BAR CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. SECTION $ HORZ. REINF. SPECS SCALE: 3/4'4-0' ROOF TRUSSES -SEE PLAN — (2)3 Y2'x0.131" 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 i SHANK 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. w/Y4" TAPGON Y2 "x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: 3/4•=I'-0• 2xbxl2" OR CL OF OPENING 2XSX12"P.T. CENTER BUCK 3/8" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH SIDE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) 3/e" DIA. J-BOLT W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EAGH 51DE OF DOOR. PROVIDE I-,42"A6' THIGK WASHER W/ EACH ANGHOR (15T BOLT TO BE 8" MAX ABV. GURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER GARAGE GURB 0" MAX) GARAGE DOOR BUCK DETAIL SCALE: NTS FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 3/8"xO.I13" RING SHANK NAILS ® 4"O.G. ROOF 5HT6 SHALL BE CANT. 24" MIN �11'f I 2x4 BRACE w/2x4 T-BRAGE, 5PAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAILS ® 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: 3/4"=I'-0" VALLEY SET OVERFRAMIN6 TRU55 iouo iouo iouoo uouoo FASTEN EAGH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR ® 24" O.G. TYPICAL OVERFRAMING CONNECTION DETAIL SCALE: N.T.S. 2x4 BLOCKING w/ (3)3 Y4 "x0.131" TOENAILS EAGH END (4) 3Y4"x0.131" NAILS PROVIDE 2x4 BLOGKING ® 4e O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT T16HT BETWEEN TRU55 BOTTOr CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/ SGREWS /NAILS ® b" O.G. ROOF SHEATHING ROOF TRU555 BOND -BEAM ____�GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE GOLUMN TO BE 6ROUT FILLED GAST-GRETE WINDOW SILL, OR EQUIV. GAST-GRETE WINDOW SILL, OR EQUIV. DOUBLE AINDOA MASONRY PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 8 GONNEGTOR IF TRU55 LOCATED LE55 THAN 0/2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RIN6 SHANK NAILS ® b" O.G. 2xb FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPEGIFIGATIONS. SECTION SCALE: 3/4"=1'-0' ALL LAPS IN MA50NRY 25" RUNNIN6 BAR #5 BENT CORNER BAR GROUTED GELL TYP. CORNER VERT. WALL n (REINFORCING DETAIL v SCALE: NT5 RETROFIT DETAIL P SCALE: 3/4"=1'-O" SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS GONNEGT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 SEE DETAIL I ON STRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 5IMP50N M5TM16 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN SGREWS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. ROOF TRUSSES -SEE PLAN — 8" GMU BOND BEAM (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 8 HORZ. REINF. SPEG5 PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3)Y4" DIA. x 5Y2" LONG TAPGONS. FASTEN 5LOCKIN6 TO ROOF TRUSSES w/ (2) 3Y4"x0.131" NAILS ® EA. END. BY WINDOW/DOOR MANUFACTURER —2 3/A"x0.113" RIN6 SHANK 51MP50N H6AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: 3/4"=1'-O" NOTES I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUGK TO MASONRY W/ (1) ROW OF Wb"x4" TAPGONS b" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE Y2' MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS GASE. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENIN6, USE (3) ROWS OF 3"x0.131" NAILS STAGGERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S SPECS. WINDOW/DOOR BUCK DETAIL WALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK DRILL b" INTO EXIST'6 �11 SLAB, EPDXY d DRIVE #5 DOWEL, PROVIDE MIN. 50" LAP SPLICE I ry Z \ I I I F SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE 6RADE J — 11III=III ° II #5 VERT. BAR TO BE LOGATED PER PLAN IN GROUTED GELL S MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. a GMU STEM POR DROPPED GRADE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. Sep ,���0% S 1G!1fF�/�11 /���i� �P'� * J8 *41�*% r STATE OF �-�W 0N Afit 11 E OM• z w z_ o w m Z w d J � a ZCc E = m 2Ei a >. JzCD CD .7 W Y p o o coo y m` L6 LU C fV cm oc cn n M&K project number: 068-1 9051 project mgr: J S B drawn by: MJT issue date: 1 1 -1 6-20 REVISIONS: date: initial: 0 V Ji 0 I J.. z 0 i� W D J U W W Q J O co Ld U Z TATUj o Q ~ d J 3:, sheet SD-2 PERMANENT ROOF TRU55 BRAGIN6 NOTE5: (51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUCTION, WITH ROOF TRU%E5 SPACED NO MORE THAN 24" O.C) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO COOP PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5," (2008 EDITION). 2. TOP GHORD BRACING: TOP GHORD5 5HALL BE BRAGED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO RIRLIN5 FA5TENED TOP CHORD, GONTAGT MdK FOR BRAGIN6 DESIGN. 3. BOTTOM CHORD BRAGING: a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED G.W.B. GEILIN6 4�B MEMBER BRAGINGMEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (NEB5, VERTIGALS) THAT REQUIRE LATERAL 3RAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRANIN6, UTILIZE 'V OR 'L' BRAGE5 (REFERENCE BG51-B3 F16URE5 83-15 B 63-M). 5HOP APPLIED REINFORCEMENT PER 13051-63 F16URE5 63-22 B BG-23 15 AGGEPTABLE. • 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • 'L' 8 T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE l^EB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO NEB/VERTIGAL W/ Ibd GUN NAIL5 (0.131x3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRAGE TO EAGH TRU55 GOMPRE55ION NEB w/ (2) Ibd GUN NAIL5 (0.I310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE RON OF DIAGONAL BRAGIN6 AT VERTICAL NEB MEMBER5 OF TRU55E5 CLO5E5T TO EAGH GABLE END HALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIACONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 ® 510E OF WEB AT 20'-0" MAX. (TO PREVENT EAGH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0515 ROOF 5HEATHIN6 GOMPRE55ION WEB (SLOPING OR VERTIGAU GONTIN. LATERAL BRACING TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 SHOWN 6N6 GEILIN6 SECTION B-B AL1HdLAlE rtllgD WHiE (3) OR M'JRE SIML?R iRIYf.£5 ARE 6RWP® 2x 5TRON615ACK (NOT REQV FOR 5TRUGTURE) DIRECT -APPLIED PLYND/05B DIRECT -APPLIED r,NB 6EILIN6 — TYPICAL TRU55 ELEVATION GONTINUOU5 LATERAL BRACE ALTERNATE ® (3) OR MORE ADJAGENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRANINC5 FOR LOGATIONS) 2x 5TRON613AGK MAY BE IN5TALLE0 FOR GONSTRUCTABILITY TO KEEP EVEN 5PACI% AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) VED MEMBER REQUIRING BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRO%BAGK5 MAY BE IN5TALLED FOR C.ON5TRUGTABILITY TO KEEP EVEN 5PAGI% AT BOTTOM CHORD (NOT REQ'D FOR STRUGTURE) L' OR 'T' BRAGIN6 l^EB5 DE516NATED BY TRU55 MANUF. PERMANENT TRU55 GM��w ING DETAIL5 I NOTESDETA115 I NOTES DIREGT APPLI® GEILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE 5PEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. STATE OF .4u -;"&/ONA11E%% A CD z J w Z Z w a Z"r: H- U W� H Q Jz � Sh W = 0 m d Q v m c Q) m Z3 E > °D o m —10 O W o coo m` ui O N M n M&K project number: 068-190511 project mgr: J S j3 drawn by: MJT issue date: 1 1 -1 6-20 REVISIONS: date: nitial: V) —J I J.. � z 0 i W D J U W w Q J 0� O Cn Ld Z LLI 0 x W Q W w ~ d J sheet PBSBw I