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HomeMy WebLinkAboutAPPROVED WS 27 - Structural Plans(1)MASONRY LINTEL A55 M5L 15 5EE 5GHEDULE AND 5PEGIFIGATIONS FOR ADD'L INFO rr--_T1 I, 11 11 11 = I 1 + �- MIN. (1) GOUR5E/BOND = I 1 1 1- MIN. (1) GOUR5E/BOND 1 LOJ I V I LOJ 1 a 1 1 BEAM ABOVE LINTEL a 1 1 BEAM ABOVE LINTEL K --- GROUT Q --- GROUT p BOTTOM REINF. b" PREGA5T LINTEL w/ 8 PREGA5T LINTEL w/ z EMBEDDED REINF. EMBEDDED REINF. o MB-I MB-2 rr--?, 1 i I+a- TOP COURSE, IF i 1 t� TOP GOURSE, IF 1 LOJ 1 m I L4J 1 1 I REOD PER ARCH. 1 REQ'D PER ARCH. L----.J 71 TOP REINF. OR GO. GONT. BOND BOND BEAM REINFNT REINF. A REO'DM Z a GROUT GROUT `t = BOTTOM REINF. BOTTOM REINF. • -- PRECAST LINTEL w/ a 4� A�� 4_2�_�R� EMBEDDED REINF. PRECA5T LINTEL w/ _ � EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SF8-OB/OT ----- ----- MB-2 8F8-I15/0T ----- (I) #5 M13-3 BFIb-IB/IT (1) #5 (I) #5 MB-4 SRFI4-I13 ----- APPROVED LINTEL MANUFACTURERS ARE: GAST-GRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENIN6 BELOW This item has been electronically signed and sealed by James G. Friling, PE on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by James George Friling DN: c=US, st=Pennsylvania, 1=Gladwyne, o=James George Friling, cn=James George Friling, email=jfri l i ng@m u l hern ku P.com Date: 2021.07.21 08:53:58 -04'00' SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PSB5-1 STRUCTURAL DETAILS ONRAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH I/4" DIA. x 25/4" LONG TAPGON5 0 52" o.C. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE a FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER i HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'C = 2,500 p5 i :....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR i£ 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 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'C=3000 P51 w/ MAX 3/S" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AG 1 530/550.1 • REINFORCED GMU GORES (A5 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. • GROUT 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 SOLID ON EACH 51DE OF ALL MA50NRY 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'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB ED6E5, AND OTHER LOCATIONS 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 @ 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO SQUARES A5 POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIf'1ICATIONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (3) NAILS @ 4" o.C. (3) NAILS @ 4" o.C. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 7NAIL5 (5) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.G. TOENAILS 0 6" o.C.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.C. NAILS @ 16" o.C. DOUBLE TOP PLATE NAILS @ 24 o.C. NAILS 0 16"o.C. DOUBLE TOP PLATE LAP SPLICE g NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 4 INTERSECTING WALLS (2) NAILS (2) NAILS * 2J/2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DESIGN REQU I REMENT5 FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: IC 5 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL SHEATH I NO SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR 05B FASTENED w/ PI 2J/211x0.131" NAILS @ 6" O.G. ALON6 PANEL EDOE5 AND 12" o.G. IN THE PANEL FIELD. 02J/215/52" PLYWOOD OR 05B FASTENED w/ "xO.131" NAILS @ 3" o.(,. ALON6 PANEL 0 EDOE5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 1/I6' PLYWOOD OR 05B FASTENED w/ ZY2"xO.131" NAILS @ (9" O.G. AT ALL PANEL ED6E5 AND ®12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.C. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3)/2"xO.131" NAILS @ 16"o.G. USE (8) 3/2"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 OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 1. 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING 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 33(6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL I /32" THICK, APA RATED SHEATHING �4lb EXP05URE 105B OR PLYWOOD PER U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE516N5 5PEGIFIED. Window � Door Allowable Wind Pressures IC 5 MPH Wind Zone E o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5(D 6 6arage Door +25.8 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F 166arage Door +24.5 P5F/-21.0 P5F +24.5 P5F/-2q.6 P5F 10 SOFT. +2q.4 P5F/-31.q P5F +2q.4 P5F/-3g.3 P5F 20 SOFT. +28.1 P5F/-30.6 P5F +28.1 P5F/-36.1 P5F 50 SOFT. +26.3 P5F/-28.8 P5F +26.3 P5F/-33.2 P5F 100 SOFT. +25.0 P5F/-21.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21.q P5F/-24.4 P5F +21.q P5F/-24.4 P5F SOFFIT (HIP) +22.0 P5F/-6q.3 P5F +22.0 P5F/-bq.3 P5F SOFFIT (GABLE) +22.0 P5F/-7q.3 P5F 1 +22.0 P5F/-q4.2 P5F (DEnd Zone i5 defined as the smaller of 10% of least horiz. dim. or 40% o mean roof height. NOTE: Pre55ure5 Charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of .6 to obtain ultimate pre55ure5. Soffit pre55ure GalCulated per FBG R103.1.2.1 ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE Iq/32" MIN. 05B/PLYWOOD SHEATHING 40120, EXP05URE I. FASTEN 5HEATH6 TO ROOF MEMBERS w/ 2V2"x0.131 RING SHANK NAILS (R5R5-03 OR EQUIV.) 0 4" O.G. AT PANEL EDGES @ 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING i BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3'Ix0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF C71RDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 OPT. A 51MP50N HETAI6 SINGLE ROOF TRU55 BEARING ON OPT. B (I) HETAI6 EVERY TRU55 + (I) GMU WALL (OPT. A TYP. U.N.O.) ADD'L HETAI6 EVERY OTHER OOF 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 GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNECTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. L�G�NO • L - - - BEARIN6 WALL ABOVE • BEAM / HEADER • - m LOCATION AND EXTENT OF 5HEARWALL I I EXTENT OF OVERFRAMIN6 L - - - J 0 - - -INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. HOLOOWN / STRAP SCHEDULE SYMBOL SPEG I F I GATI ON 5T-1 FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO GMU WALL w/ (1) SIMPSON M5TGM40 STRAP w/ (12) /4" DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) &ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51C LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS) = 30 P5F @ SLEEPING AREAS = 50 P5F @ GARAGE DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED EXP05URE AS LISTED R15K CATEGORY 11 6ENERAL FRAM I N6 • 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 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED 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 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 � HEADERS W/ 3-ROWS OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS @ 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 212"xO.131" NAILS @ 6" O.G. @ EDGES � 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • LSL - Fb=2325 p5 i; Fv=310 p5 i; E=1.55x 10^b p5 i • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi o FOR 2 6 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3 "xO.131 " NAILS @ 8" OIG OR 2 ROW5 Y4"x3y2" SIMPSON 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) (9 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 )12" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF y4"xb" 51MP50N 5D5 5GREW5 (OR 6 5/4" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED v014" DIA. X 4" LONG TAPGON5 ® 24" O.G. seal: © copyright : MULHERN & KULP Structural Engineering, Inc. z_ W D ILL! z z W J a Z U WC T cn i -A Z D W a - CD aF�i CD CS cn S m E o -a o N 00 Cc o :Zr m� O N M !� M&K project number: 068-1 905 1 project mgr: drawn by: issue date: REVISIONS: JSB BC 07-23-2 1 ■ date: initial: ■ sheet: J W 0 _i W J r1 i UJ z J 0 LL� x UJ z I✓ D O U w � J _J U) SM0.0 0 m r 0 m 0 N �t 2 SD- I Ira I6 "x I6" ENLAR6ED GONG. FT6. 0 N G 35'-0" ,I. 61-1111 '. // 1_ 11 ii 211_511 II, PATIO SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN.) W bxb-W1.4xNI.4 2 q MESH OR FIBER MESH 2 5D-I SD -I ON q5% GOMPAGTED 5D-I 3%" STEP FILL. I I I I I I I I I I• I I I .I I I I • I I I I I• I I I I I NOTE: REFER TO BLOGK • PLAN FOR ALL DOWEL LOGATION DIMENSIONS. I I 2 I 5D- I I I I• I I I .I I I• I I I I I I HVAG UNIT I I 5D-I I l3 Y2" STEP - I I 5D- I I 121-411 I 181_01 I I • I------3/211 5TEF-- ------J � 7 3 Y2" STEP 5D I I I 6 I I SDI I STEP VARIES � I I • - � I I I I I 4 • I I I 5D I I I I 2 I I 5D- I I I --_ 2 5D- I N L N 5D-I 6ARA6E SLAB: 3 /2" GONG. SLAB ON GRADE (2500 PSI MIN.) w/ bxC-W1.4xNI.4 I • MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL. -a I rn N 5 SD- O m SLAB FLAN LEGEND • INTERIOR BEARIN6 WALL • _ _ BEARIN6 WALL ABOVE BEAM / HEADER • — — — LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERFRAMIN6 • INDICATES /8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOCKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: it . G.►',��+� ��,,. ..... r r •*: =bs STATE OF O q % D "��?�. •..... Z JCD CC w w Z o CD rn z a w a J 2 a Z= C) d �Q- C � � N UJ - = Q J�CD CD z CD W Y cc O � y m Ln W cmN = CM CL 1wr IV M&K project number: 068-1 905 1 project mgr: J S B drawn by: BC issue date: 07-23-2 `I REVISIONS: date: in sheet: Cz �P-M cri a 0 J wo Q of Wz � U w Li.T J F" � n 35'-0" I 81-511 SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/V'=1'-0" (Ilxl'i SHEET) FoN 1 4,0 l .►►,���„���,,. seal: G. Fq�C �''�. 351_011 .�4►�s ..... r) • INTERIOR BEARIN6 WALL * :r ' -V" 4'-611 1'-211 61-211 5'-1111 5'-1111 ij1-/ 11 51_1 /^ i(1 • _ _ _ BEARIN6 WALL ABOVE SLATE 4F MB-1 MB-1 MB- • BEAM / HEADER rr ,��' :AN p�,•��% 77 • LOCATION AND EXTENT OF SHEARWALL ..,,O F11 %,, © Cl ON AL E►►oti — - - Ln m • L _ _ _ J EXTENT OF OVERERAMIN6 CD • INDICATES /8"A" SAW GUT CONTROL JOINT J LU • w N D INDICATES LOCATION OF REINFORGED GMU GORE El (SEE NOTES) — o z a O _ J L METAL HANGER 0 J L Ln N `q INDICATE5 POST ABOVE. PROVIDE SOLID aw °' 0 Z = a o BLOGKIN6 UNDER POST OR JAMB ABOVE A MA50NR1' LINTEL DETA I L5 W � = s REINFORCEMENT m= = a > E i MARK PE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT o - - N MB-I 8F8-OB/OT ----- ----- -ram o y,� Y C? CO MB-2 8F8-IB/OT ----- (I) #5 y m Ln R MB-3 8FI6-IB/IT (I) #5 (1) #5 LU o M Q MB-4 SRFI4-IB ----- ----- - APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., m AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REQURIED. M&K project number: 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. i 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k5i 068-19051 i - 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. project mgr: S B m m 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW .J B MA5®NR'' LINTEL A55EMBL I E5 d uendate: % 0 "� 8- 2 5EE 5CHEOULE AND 5PEGIFIGATION5 FOR APP'L INFO ` REVISIONS: Ln 1 Ln rr--71 = i its MIN. (1) GOUR5E/BND OI '+� MIN. (1) GOUR5E/BOND I I ° LOJ LOJ I 1 --__ BEAM ABOVE LI INTEL Q I __-- 1 BEAM ABOVE LINTEL GROUT GROUT P' BOTTOM REINF. i i ' date: initial: v 1 a, 1 PREGA5T LINTEL w/ 1 A 1 PREGA5T LINTEL Pi/ z # i EMBEDDED REINF. z -i' i EMBEDDED REINF. 0 I 0 1 o MB-1 o MB-2 O = N rrYY,-11 O rr---Ti TOP GOUR5E, IF LOJ �� REQ'D TOP SSE, IF _0 31 2 I_211 _ i -- REQ'D PER ARCH. v z BGONT. BOND BEAM TOP REINF. OR GONT. Q z REINF. A5 REQ'D BOND BEAM REINF. Cie GROUT GROUT `r BOTTOM REINF. O 1 • -- BOTTOM REINF. PRECAST LINTEL w/ W N w EMBEDDED REINF. g � � � PRECAST LINTEL w/ 'z � � z #�Y- EMBEDDED REINF. MB- � o MB-3 ° " MB-4 a REFER TO 5-0.0 FOR TYPICAL R- STRUCTURAL NOTES SCHEDULES - CV m � _ ((> ■ O 1 m � N 1 i CV cl� 1 t- a - o MB- I _I ❑• ❑• N O � 01 � Lr> M W 0 W N R 0 U_ x r 0 N W z I 0 � � V MB-1 PROVIDE (2) #5 '- U� R � � BARS IN EACH DELL �I j� U MB 3 ®® ®® W i~ J J i 01 � 31_8�1 1-61i 31-611 ;1- 4' I/ _01 1, 4„ �I rJ U) 4 _Q 1 111_8 181_8 - ®C N sheet: 35'-0"ALE: oe La/� 1/4"=1'-0" (22x34 SHEET) SCALE: 1/5"=l'-0" (110 SHEET) Fo42 • 0 O ~ o r { O w { o I w < { { w I o N 1� { { { 5 OPT. B UPLIFT GONNEGTOR SEE UPLIFT GONNEGTOR SGHEDULE FOR MORE INFO I SD-2 \ HIP GIRDER TRUSS / FI o I o o \ n / I �T v� NLU / I z� / } / Z O / I / / \o00 ------------ / HIP 61 RDER TRUSS / m u / HIP GIRDER TRUSS I D- LEGENP • ® INTERIOR BEARING WALL • = — — — = BEARING WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERFRAMIN6 L J J — — U —INDIGATE5 1/8"A" SAW GUT CONTROL JOINT J INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. CCU �RAK N6 PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-O" (IIxl7 SHEET) ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE IG/32" MIN. 05B/PLYWOOD 5HEATHIN6 40/20, EXPOSURE I. FASTEN 5HEATH'6 TO ROOF MEMBERS w/ 2V2"x0.131 RING SHANK NAILS (R5R5-03 OR EGUIV.) ® 4" O.G. AT PANEL ED6E5 ® 4" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 5IMP50N VTGR GLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BGSI I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH i SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. U10L I FT CONNECTORS BEARIN6 CONDITION TRU55 GONNEGTOR LENGTH < 13' SIMPSON H2.5T 51N6LE ROOF TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM > 15' SIMP50N HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 OPT. A SIMPSON HETA16 SINGLE ROOF TRU55 BEARIN6 ON GMU WALL (OPT. A TYP. U.N.O.) OPT. B (1) HETAI6 EVERY TRU55 + (1) ADD'L HETAI6 EVERY OTHER ROOF 63. FLUSH BEAM OR FLOOR T. BEARIN6 ON GMU WALL ALL (2) 51MP50N HETAI6 IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GONSTRUGTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE--7-16. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5—O.O FOR TYPICAL STRUCTURAL NOTES 8 SGH�DUL�S seal: '6+111+ui��,���� G. RR, r � r *, 7 8 #: STATE OF "Zy �„*�.C►�, `4 0 R % ID..*' fit?;a z J0C w w z o CD rn z w � J i a 0 Z� C) t��- li C 2a WC °O E J N CD o Z -a o Cp W Y Cc Ci*0 � o ym u6 W o N = M Q 1wr M&K project number: 068-1 905 1 project mgr: .J 5 B drawn by: BC issue date: 07-23-2 `I REVISIONS: date: initial: sheet: Q �I Ld r� UJ Z J LL, Q O O wZ d 0 U I W W J ►__I —i W Sm 1.3 OPT. B UPLIFT GONNEGTOR UPLIFT GONNEGTOR SGHEDU FOR MORE INFO) m FILLED CELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4" GARAGE OVER %" FURR STRIPS � -PER BUILDER (1) #5 VERT. FROM FT6. TO 70P X I EW BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. �_ (SEE PLAN) CORNER 50" GROUT CELL 50LID tY GONG. OR PAVER GARAGE WALL BEYOND < DRIVEWAY � � _ -III—III—III—III— aZ) o GRADE III III III m GARAGE SLAB 4 (SEE PLAN) - C) =1 1=1 -III= `� I -I I I I° I -I 11=1-I 11- ° I I -I I -III- -� -I I - III III ° 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ° � II -III (SEE PLANS FOR LOCATION) III -III -III- =1 I-III-III-III-III-III-III-� GLEAN GOMPAGTED FILL @ q5% WI TH MONOLITHIC FOUNDATION 16"x8" THIGKENE = EDGE W/ (2) #5 -III-III-III-III-III-III; -III-III-III=1=1=1 1= STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS GONT. I —,IIII � I=III=1 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS THICKENED EDGE @ GARAGE DOOR DETAIL r� FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS SCALE: NTS 8"x8" THICKENED SLAB W/ (U #5 GON I . THICKENED EDGE DETAIL 3 SCALE: NM �NAI SLAB 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK 8" WIDE GONT. 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL (I) #5 VERT. FROM FT6. TO OVER 3/4" FURR STRIPS GONG. CURB BEYOND OVER 3/4" FURR STRIPS (1) #5 VERT. FROM FT6. -PER BUILDER BOND BEAM. LAP -PER BUILDER TO BOND BEAM. LAP w/ N EXTERIOR DOOR FOUNDATION DOWELL MIN. - N HOUSE SLAB FOUNDATION DOWEL GARAGE SLAB HOUSE SLAB 30 GROUT CELL SOLID N w MIN. 30" GROUT CELL } (SEE PLAN) MTL. THRESHOLD (SEE PLAN) ; LU v (SEE PLAN) PORCH/PATIO/LANAI - M0LID SET IN SEALANT SLAB OR PAVERS 2L H Li PATIO/PORGH/LANAI (SEE PLAN) X ° a 5LAB (SEE PLAN) BUILDER TO SLOPE z III=1 I I=1 I I=1 11= O GRIIAI=DEIII-c� I-III III-I I I-III-I 11- 5LAB TO PROVIDE - i° I=III 1 I I=IIIPOSITIVE DRAINAGE a 1 I I=1 I I=1 I I z II-� III -I I-III-III-� I- III-� III ° ° I -III -III -I I- EXP JOINT -III ° III -III -III o - I I I-_ III=III-I I- -III-_ I I ° I I-1 I Ml I I- - _ III -I =1 -III=1 1=1 I- _-1-1 I- m 1=1 ° ° a -1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. GLEAN COMPACTED (SEE PLANS FOR LOCATION) III =III= I � � FILL @ q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS G t(5�,IC�IRII DETA I L 8" GMU BLOGK- BEYOND EXTERIOR DOOR MTL. THRESHOLD - �ISR SET IN SEALANT v LU PORGH/f'ATIO/LANAI SLAB OR PAVERS (SEE PLANS) ° PER MANUF. III III=� I III � 9 11IIIIII - I VII-I-I 1 a =1 I - CLEAN GOMPAGTEDJ FILL @ q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSWING 4 561;) POURED 51LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIRS GLEAN GOMPAGTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE TPFATF-n MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS DOOR DET� I L 6>�Tl� I _ 1)#5 DOWEL W/ 6" HOOK AT III III- ALL VERT. WALL REINF. I -III -III -I III- (SEE PLANS FOR LOCATION) _� I III=III-III , I I GLEAN GOMPAG I ED(- FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR NALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 52" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP @ PLT. BOT. O a ° • (2) #55 GONT. W/ ---/ ll 3" MIN. CLEAR I a 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. GARAGE STEP GOWN DETAIL SCALE: NT5 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ w �HOUSE SLAB FOUNDATION DOWEL MIN. _ w (SEE PLAN) 30" GROUT CELL SOLID tY X z< ° � O RADE- - ° ° °IIIIIIIIIIIIIIIIIIIIIIII�II 11-III-III-III- z PVG CHASE SLEEVE TO BE � � �-III-III ° III -III i I FII III III TWIGE THE DIAMETER OF i I III III -III -III I ,III- PROTECTED PIPE GLEAN COMPACTED 1111111 1-III III= FILL @ q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS CHASE DET I L 8 SCALE: NTS seal: ���+•��+ui��,���� r � r STATE OF "Zy �„*�.C►�,�`� o R t � P; fit?;a z Joc w w z o � rn z CD w � J i a Z� U ::t —CZ'- S 2 a a a' JN o Z -a o W Y op Cc 1*- o Cc y m L6 W o N = M Q 1wr IV MA project number: 068-1 905 1 project mgr: .J 5 B drawn by: BC issue date: 07-23-2 `I REVISIONS: date: initial: sheet: d Q .IT X O �-�-I z OLIJZ d 0 U I W W J 0 J F� J W SCALE: NTS SDw 1 FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"xO.113" RIN6 SHANK NAILS 6" D.G. LU 2 < Ln �. 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU NALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 I SECTION SCALE: 3/4"=1'-0" BOND -BEAM — PRECAST HEADER - BUCK SPECIFIED BY NINDON/DOOR MANUFACTURER PROVIDE 50LID SHIM BETN'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. INHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT NALL REINF. TO EXTEND INTO BOND BEAM NOTES: PROVIDE 50LID SHIM BETN'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDON/DOOR, FASTEN BUCK TO MASONRY IN/ (1) RON OF %(,"x4" TAPGONS 6" FROM ENDS AND 16' O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF NINDON/DOOR TD STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TD EXI5TIN6 2X BUCKED OPENIN6, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) RON5 OF 2Y2"xO.131" NAILS @ 16" O.G. FASTEN NINDON/DOOR TO 2X PER ININDONIDOOR MANUFACTURER'S SPECS. W I NDONDOOR BUCK DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DONEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU SLAB, EPDXY $ DRIVE #5 DONEL, PROVIDE MIN. 30" LAP SPLICE N — I I 6RADE BLOCK —� DRILL 6" INTO EXIST'& SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HONN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN 6ROUTED CELL I— � as a° III —III —I I 1=1 ° 11=III—III—III= ° I=III—III—III= IIIIIIIIIIIIIIII ° ° III III M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. • GMU STEM FOR DROPPED &RODE • SECTION 3 SCALE: 3/4"=1'-O" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ NALL N/ (1) #5 BENT DONEL N/ 24" LE65 2x&AT OR CL OF OPENING 2X8XI2"P.T. CENTER BUCK DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENIN6 -VERIFY CONN. REQ'MT N/ DOOR MANUFACTURER PROVIDE (5) 3/8" DIA. J-BOLT N/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE I y2"x%," THICK NA5HER N/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) START BOLTS AFTER 6ARA6E CURB W' MAX.) Gl�Rt6�111�00R 11UCK DET� I L K SCALE: VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR 24" O.G. T' iF I CAL OVERFRAM I NG CONNECTION DETAIL 5GALE: N.T.5. MAIN ROOF SHEATHING MAIN ROOF TRU555 BOND -BEAM — GONTIN. PRECAST HEADER -------'— 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE NINDON SILL, WINDOW SILL, OR EQUIV. OR EQUIV. 1;)OU5LE WINDOW QA��Nt F ll"I IER DET I LLE: TRIPLE WINDOW SIM. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SCALE: NTS SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE FASTEN EA. ROOF TRU55 TO GMU N/ 51MP50N M5TM16 TN15T STRAP. FASTEN STRAP TO GMU Nl (4) 4" DIA. x 2 Y4" LON6 TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU N/ (3) Y4" DIA. x 3 Y2" LON6 TAPGONS. FASTEN BLOGKIN6 TD ROOF TRU55E5 N/ (2) 3 Y4"xO.131" NAILS ® EA. END. DFIELE R01` I T DET� I L 3/4"=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: � r STATE OF "Zy r„*r.C►�,e. 4 0 R tID. P; fit?; 6 •...... cz z_ J m w w \/ z i C D z w J a Z U W� cn J J z D W 0 y 2 = W i� i aE aF�E c mas E > COCD N DO 0 CEO m L6 O N m Q M&K project number; 068-1 905 1 project mgr: drawn by: issue date: TSB BC 07-23-2 1 REVISIONS: date: initial: sheet: 12 cz' ft4 CZ d J Lt1 0 W z 0 wz < 0` V I W U W J J W ,J SD2 seal: ,,S.111168111', , PERMANENT ROOF TRU55 BRAGIN6 NOTES: `�°h ' itA •+ (51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) * g I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY • INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING, RE5TRAININ6 8 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). : STATE OF 2. TOP CHORD BRAGIN6: •*• C� Cep R?;�?��++ TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. (C c ,•CIS ,Qj�A�� +�'` • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M8K FOR BRAGIN6 DESIGN. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED 6.1113. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-133 F16URE5 63-18 4 B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 83-22 $ BG-23 15 ACCEPTABLE. • 'T' 8 'L' REINFORGIN6 MATERIAL SHALL MATCH THE SIZE OF THE WEB/VERTIGAL MEMBER. • 'L' 8 'T' REINFORGIN6 TO BE A MINIMUM OF G0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAIL5 (0.131x3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (5) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL 13RAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) Ibd GUN NAILS (0.13Ix3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 8 MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH 6ABLE END WALL 8 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. z_ LU w w Z o CD z < 0- w J a Z� Qo t— W :2 cc/c) —Am E a > o JN Z m -a o W CO 0 o CEO CO) m L6 W O CV o Q DIA60NAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/05B A ROOF 5HEATHIN6 COMPRE55ION WEB (5LOPIN6 OR VERTICAL) ell M&K project number: CONTINUOU5 LATERAL BRACE 0 6 8- 1 9 0 5 1 ALTERNATE @ (5) OR MORE proect m r p J 9:JSB drawn by: BC ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWIN65 FOR LOGATION5) 2x 5TRON66AGK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date: 07-2-21 TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) REVISIONS: date: initial: GONTIN. LATERAL BRAGIN6 TO LAP ACR055 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HOWN 6WB GEILIN6 SECTION B-B ALTERNATE METHOD WHERE (3) OR MORE 51MILAR TF465ES ARE 6Ra W 2x 5TRON6BAGK (NOT REQ'D FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/O5B WEB MEMBER REQUIRING BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) TYPICAL TRU55 ELEVATION PERMANENT TRU55 5RAG I NG SETA I L5 $ NOTES SCALE: NOW DIREGT APPLIED 0EILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. W h a W � C] -J w o _I W o i CC 0 � w z I-- U � �W �Y 'J N J J � n (j sheet: PBSBw I