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STRUCTURAL NOTES
MA50NRY LINTEL A55 M5L 15 SEE 5GHEDULE AND SPECIFICATIONS FOR ADDL INFO rr--71 _ 1 o 1 ~- MIN. (I) GOURSE/BOND = 1 1 0 1 1 MIN. (1) GOUR5E/BOND a i L_J i BEAM ABOVE LINTEL i L_J 1 BEAM ABOVE LINTEL ---- GROUT GROUT BOTTOM REINF. 8. PREGA5T LINTEL w/ 8 PREGA5T LINTEL w/ z EMBEDDED REINF. z EMBEDDED REINF. o MB-I o MB-2 i ' L°J TOP GOUR5E, IF TOP GOUR5E, IF Fn I L p J, i i REQ D PER ARCH. REQ'D PER ARCH. L____J TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. z REINF. A5 REOV z GROUT GROUT `r = BOTTOM REINF. BOTTOM REINF. Y PRECAST LINTEL w/ a EMBEDDED REINF. F'REGAST LINTEL W� - � -�I�{- EMBEDDED REINF. u� o MB-3 N MB-4 MA50NRY LINTEL D fiA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 5F8-OB/OT ----- ----- MB-2 8F8-I13/0T ----- (I) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 MB-4 SRFI4-I5 ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY 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 Friling DN: c=US, st=Pennsylvania, 1=Ambler, o=Mulhern & Kulp Structural Engineering, cn=James Friling, email=jfriling@mulhernkulp .com Date: 2021.04.16 14:49:29 -04'00' 5HE7 L 15fi INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.5 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB5B-I TRUSS BRAGIN6 DETAILS GENERAL 5TRUCTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN61NEERED 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 Y4" DIA. x 25/4" LON6 TAPGON5 0 52" o.C. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORROSION-RE515TANGE COMPATIBILITY OF HARDWARE $ 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 GOMPRES51VE STRENGTHS IN 28 DAYS, U.N.O.: f'C = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fly = 60,000 p5i ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 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 DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM C416 F'C=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N 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 AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT 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 6ROUTED SOLID ON EACH 51DE OF ALL MA50NRY 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'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE 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 Y4 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 CL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5F C�ICATION5 (fiYF. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (5) TOENAILS (5) TOENAILS* SOLE PLATE TO J015T/BLK'6. (5) NAILS ® 4" o.C. (5) NAILS ® 4" o.G. STUD TO 50LE PLATE (2) TOENAILS (5) TOENAILS* TOP OR SOLE PLATE TO STUD (2) NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.C. TOENAILS ® 6" o.c.* BLK6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.C. NAILS 0 16" o.C. DOUBLE TOP PLATE NAILS 0 24 o.G. NAILS ® 16 o.C. DOUBLE TOP PLATE LAP SPLICE (q) NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP @ GORNER5 8 INTER5ECTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: IC 5 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G ENT = ENGLOSED, V- 0.18 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR $ 5H AR WALL 5H AfiH I NO 5F 0 I F I OAT`I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR 05B FASTENED W PI 2Y211xO.131" NAILS ® 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 21/2"x0.131" NAILS © 3" o.G. ALON6 PANEL ED6E5 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/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND ® 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 ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.C. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5. 7. 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 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 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 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL 1/32" THICK, APA RATED 5HEATHIN6 b EXP05URE 105E OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE5I6N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 IC 5 MPH Wind Zone Ex osure B OPENIN6 SIZE INTERIOR ZONES END ZONES (D 6 6arage Door +25.8 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F 16 Garage Door +24.5 P5F/-21.0 P5F +24.5 P5F/-2q.6 P5F 10 SOFT. +2q.4 P5F/-31.q P5F +2q.4 P5F/-3q.3 PSF 20 SOFT. +28.1 PSF/-30.6 P5F +28.1 PSF/-36.7 P5F 50 SOFT. +26.3 PSF/-28.8 P5F +26.3 PSF/-33.2 P5F 100 SOFT. +25.0 P5F/-27.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21 A PSF/-24.4 P5F +21.q PSF/-24.4 P5F SOFFIT (HIP) +22.0 P5F/-bq.3 P5F +22.0 P5F/-bq.3 P5F SOFFIT (6ABLE) +22.0 P5F/-7q.3 P5F +22.0 P5F/-q4.2 P5F (DEnd Zone i5 defined a5 the smaller of 10% of Iecet horiz. dim. or 40% o mean roof height. NOTE: Pre55ure5 Charted here are allowable pre55ure5 and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of .6 to obtain ultimate pre55ure5. Soffit pre55ure calculated per FBG R703.1.2.1 ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE Iq/32" MIN. 05B/PLYWOOD 5HEATHIN6 40/20, EXPOSURE I. FASTEN SHEATH6 TO ROOF MEMBERS w/ 2'2"x0.131 RIN6 SHANK NAILS (R5R5-03 OR EQUIV) ® 4" O.G. AT PANEL ED6E5 ® 4" 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 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON 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'S BC51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 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 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. UFL I f7 GONNECTOR5 BEARIN6 CONDITION TRU55 GONNEGTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 OPT. A SIMPSON HETAI6 SINGLE ROOF TRU55 BEARIN6 ON OPT. B (I) HETAI6 EVERY TRU55 + (1) 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 EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LOAN • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL F- --I I I EXTENT OF OVERFRAMIN6 • - -INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOL OWN / 5TRAF 50H 1UL SYMBOL SPEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF O.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL 5TRUCTURAL NOTE5 • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED R15K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' 6RADE LUMBER 0 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 KIN6 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-ROW5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 1 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES ® 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/ 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 � 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 p5i; E=1.55x 10^b p5i • LVL - Fb=2600 psi; Fv=285 p5i; E=2.Ox10^b p5i . FOR 2 8 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5Y4"x3Y2" SIMPSON 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"xb" 51MPSON 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A SOLID 7" 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. FLOOR FRAMIN6 • I-JOI5T5/TRU55ES 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, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" A.P.A. RATED '5TURD-I-FLOOR' 24" O.G, EXPOSURE I (OR APPROVED EQUAL) TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 5GREWED w/ IOx2" LON6 6RABBER 5GREW5 (OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (5) 51N6LE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) SIMP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END STRIN6ER5 TO ADJACENT WALLS w/ (2) 3NO. 131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: © copyright : MULHERN & KULP Structural Engineering, Inc. z JLU W D W z Z CD J Q Z U WC T cn i -A Jz D W a- a� a� S� mCIS E o a o N 00 0 0 m� O N M Q M&K project number: 068-1 9051 project mgr: drawn by: issue date: REVISIONS: TSB BC 04-1 6-21 ■ date: initial: ■ sheet: a Cz 0 J W 0 0 0 J Q W Ld 0 x Lt1 0 LL o > a z d 0 LU Q0 U � J 0 SM0.0 � �7 N� seal: .,O� 5► 1+FR, �'�f, • �.S 4 f! , ��.•���P •'�,� G NSF •• r•': • � INTERIOR BEARING WALL • _ _ _ _ = BEARIN6 WALL ABOVE STATE QF • BEAM / HEADER •y�.�'•.�`� 0 P :?�s 0+0 35 -0° LOCATION AND EXTENT OF SHEARWALL ©cor i�s�4NA�-oe ��yt 13'-0 12'-0 3 10 -0" '""'" SD -I • I I EXTENT OF OVERFRAMIN6 L---J � z LANAI SLAB: — — — — — — — • INDICATES/8"xl" 5AW GUT CONTROL JOINT °; •� �• 3 %2" GONG. SLAB ON z o GRADE (2500 PSI I I INDICATES LOCATION OF REINFORCED GMU GORE 0 CD o, El (SEE NOTES) z MIN.) w/ 6x6-W1.4xW1.4 = LU cv I J L METAL HAN6ER __J L o MESH OR FIBER MESH — 3 o a LU ' * INDICATE5 P05T ABOVE. PROVIDE SOLID °C E E o ON q5% COMPACTED w Z� a o FILL. w I SD -I o BLOGKIN6 UNDER P05T OR JAMB ABOVE. U t��- :2 (b 2 3 I I 2 W� m SD -I SD -I I SD -I SD -I 3/2�� STEP I SD -I � TO S—O.O FOR TYi�IG L = a > STRUCTURAL NOTES SCHEDULES J Z CD A CD W YCO oCCc y m m W o N � M Q M&K project number: 2 2 SD -I SD -I project mgr; ,JSB r issue date; 04- `[ 6-2, `j REVISIONS; date: initial: m a C SD- I 0 RA 2 I I 3 I SD- I 3 I SD- I SD- I SD- I SD- I I Q Q O SD- 0 W � 101-411 �1-8il 181-011 z oe U Q a z '� Ld D o � W M W N� 5LAE3 PLAN J o� SCALE: I/4"=1'-0" (22x34 SHEET) T n UJ SCALE: I/5"=1'-0" (llxl7 SHEET) �J 1 sheet: Flom 1,, . . . . . . . . . . I I I I I CONCRETE SLAB: I 3 %2" GONG. SLAB ON I I I GRADE (2500 PSI MIN.) w/ I I I I I 6xC-W1.4xW1.4 MESH OR • I FIBER MESH OVER 6 MIL. � I • I POLY ON �5% COMPACTED I FILL. NOTE: REFER TO BLOCK I — ��al 131_0 11 121_0 11 10 1_011 10 41-1011 41-/ 11 31_all �/ ((�� 11 411 �I_411 11 411 I_�II 31_211 51_211 MB-2 OI MB- I MB-1 MB-1 o 0 o a o 0 0 0 o a x 1— T- 0 0 I I r— r— 0 0 o I � !P T_ r— 0 0 i r 0 0 I_QII 31-211 1_011 MB-I MB-I MB-3 0 F±11 IR 0 iRi RIK OF I 00 Ln 12"xl2" (TYP. GMU PIER5 OF 2) I I Ln 41-011 51-211 31-2„ 1 0 0 1 01 MB-I 41_8l I'-0' 811 IC I_0 11_411 0 101_411 / I_QII IQI_011 35'-0" oe 5LOCK PLAN SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: I/V=l'-O" (IlxI 1 SHEET) LEGEND MENNEN, 11111 • L_ _ _ _ � BEARIN6 WALL ABOVE • BEAM / HEADER • MEN NINE MEN LOCATION AND EXTENT OF SHEARNALL I I EXTENT OF OVERFRAMIN6 • INDICATES /8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED CMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. MA5®NR'' LINTEL DETAILS REINFORCEMENT MARK PE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8FIb-IB/IT (I) #5 (1) #5 MB-4 SRFI4-IB ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NRY LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR APP'L INFO rr--71 II II II II x I I MIN. (1) GOUR5E/BOND MIN. (1) GOUR5E/8OND U I L_J I I LOJ I I __-- I BEAM ABOVE LINTEL I _-_- I BEAM ABOVE LINTEL GROUT GROUT CL � BOTTOM REINF. 8, PREGA5T LINTEL w/ 8 PREGA5T LINTEL w/ w z EMBEDDED REINF. w z EMBEDDED REINF. MB-1 MB-2 0 0 rr--7� -- I i l i ILL— TOP GOUR5E, IF I 1 t� TOP GOUR5E, IF 1 LOJ ^� I L�J I 2 L____J REO'D PER ARCH. x v I ____ I REQ'D PER ARCH. v CONT. BOND BEAM a TOP REINF. OR GONT. Q Q BOND BEAM REINF. z REINF. A5 REQ'D aM-OROUT GROUT `r BOTTOM REINF. _ • - BOTTOM REINF. __'--PREGA5T LINTEL w/ N g EMBEDDED REINF. �� �� �� PRECAST LINTEL w/ w '� w -- z - _ EMBEDDED REINF. P o MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: ,%%��.5" G i ��A' o* C E N S� r••s. 7' STATE �� : �: Z OR % © cop' �''�.PONALS-.% � aZ JLU w w Z o � rn z � w J i a Z� Q� C) C W �(33 mEi J~ Z (Do � o W ) mt o C9 CO) m LO W o N = CM Q M&K project number: 068-1 9051 project mgr: ,J S B drawn by: BC issue date: 04- `[ 6-2 `I REVISIONS: ■ date: initial: ■ J UJ Q a 0 0 Z � wo z 0 � J Q N� w � J U U LU � w v O � N_J J M LLJ 0 _J F� W sheet: Fo42 . 0 LONE • E-- — — — = BEARIN6 WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARWALL F_ � • EXTENT OF OVERFRAMIN6 0 — — —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLI;)OAN / 5TRAF 5CH UL SYMBOL SPED I F I GAT I ON FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 61. TO 5T-I GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE IQ/32" MIN. 05B/PLYWOOD 5HEATHIN6 40/20, EXPOSURE I. FASTEN 5HEATH6 TO ROOF MEMBERS w/ 2y2"0.131 RIN6 SHANK NAILS (R5R5-03 OR EGUIV.) ® 4" O.G. AT PANEL ED6E5 ® 4" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 6 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 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'5 BGSI I GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • 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 TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UfDL I F-T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 OPT. A SIMPSON HETA16 51N6LE ROOF TRUSS 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) SIMPSON HETAI6 IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal: %0%0,! "G „FAI ..��� �P •��G E N SFaaa. *' 7 8 ' �k r�• w STATE OF 4Q © cop, 5js,!ON p1�,-%►`. CD z Joc w w Z o C.D rn z � w J i a� Q Z� Q(5 C) �Q- 1� C � W � a � ._ J~ Z (Do -a O W Y CP cO oCc CO) m L6 W o N = M Q M&K project number: 068-1 9051 project mgr: ,J S B drawn by: B G issue date: 04-1 6-2, `I REVISIONS: date: initial: z J 0-, d LL 0 0 J LL SCALE: 1/4"=l'-0" (22x34 SHEET) Q SCALE: I/S"=1'—O" (IlxI1 SHEET) i sheet: C O J UJ a Q 0 0 wo z 0 � � z J w D U w W N U � J LLJ J (n Sm 1.2 K OO O I r- 0 0 ROOF FRAM NO PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/V=I'-0" (IlxI1 SHEET) ,] LEO NI;) • E-- - - - = BEARIN6 WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARWALL F- � EXTENT OF OVERFRAMIN6 0 - - —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE IQ/32" MIN. 05B/PLYWOOD 5HEATHIN6 40/20, EXPOSURE I. FASTEN 5HEATH6 TO ROOF MEMBERS w/ 2y2"0.131 RIN6 SHANK NAILS (R5R5-03 OR EGUIV.) ® 4" O.G. AT PANEL ED6E5 ® 4" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 6 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 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA i TPI'5 BGSI I GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • 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 TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UfDL I F-T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 OPT. A SIMPSON HETA16 51N6LE ROOF TRUSS 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) SIMPSON HETAI6 IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE--7-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal: ���,�g"G uFA' ..��� �P •��G E N SFaaa. *' 7 8 ' �k r�• w STATE OF :4i: © cop, '��5js,!ON p1�F' -%% CD z Joc w w Z o C.D rn z � w J i a� Q Z� Q(5 C) �Q- 1� C � W � a � ._ a a' J~ Z aD o -a O W Y CP cO oCc y m L6 W o N � M Q M&K project number: 068-1 9051 project mgr: ,J S B drawn by: B G issue date: 04-1 6-2, `I REVISIONS: ■ date: initial: ■ C O z J 'J 0-, Q LU 0 z wo z LL � o LL Ld w Q 0 N J � LLJ J n sheet: Sm 1.3 FILLED CELLS (SEE PLAN) vt�rv�vt @CORNER F —1 GONG. OR PAVER GARAGE NALL DRIVEWAY BEYOND GARAGE SLAB m 411 (SEE PLAN) d ° ° ° , d 1=1 I=1 I=1 i' -1 I I —III —III —I � I —III —III —I � I—� I 16°x8" THICKENS =1 1=1—I—I 1=1 I —III —I I; EDGE w/ (2) #5 —I I—III—I=1 I —III —III- GONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOGK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID cz_ ccX L L ez� O GRADE '=Ili II1=r� 8" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER N N HOUSE SLAB �LU w (SEE PLAN) _LU III=1=1=1=1 o GRADE ° III--I—I—I m =1 =1 1= tx III a 11=1 —1 11=1 I P =1 —I 111—I 1 ° EI I —I 1=1 I I- Q ' _,III=mllllllllll° ° ° III T111111111- 1) #5 DOWEL H/ 6 HOOK AT ALL VERT. HALL REINF. 1 III III-III-1 -III -IIIF (SEE PLANS FOR LOCATION) III III —III —I GLEAN GOMPAGTED III —III —I FILL ® q5% HIPMONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" HIDE N/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS FOOTING 5ECTION W/ BLOCK DETAIL SCALE: WM 8" HIDE GONT. GONG. CURB GARAGE SLAB 8" GMU BLOCK BEYOND EXTERIOR DOOR MTL. THRESHOLD > (SEE PLAN) SET IN SEALANT PATIO/PORCH/LANAI ° d SLAB (SEE PLAN) ° ° SLOPE d ° d ° BUILDER TO SLOPE ° ° d III —I I°I—III—III— SLAB TO PROVIDE —III-III— I I El °r6ii III P051TIVE DRAINAGE s - ° °IIIIIIIIII -I,I—II d I —I - 1-r11=-(I) #5 DOWEL W/ 6" HOOK AT _ = -' ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) II; III —III —III —I - GLEAN COMPACTED III =III= 1 FILL @ q5% NI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BAR5 GARf�GE CURS DEVIL SCALE: NTS 8" GMU BLOCK BEYOND EXTERIOR DOOR MTL. THRESHOLD — SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ ,ICI=I�I—J I� 'I Im -IIIIII� GLEAN COMPACTED] R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS N -PER BUILDER N HOUSE SLAB v (SEE PLAN) °d PER MANUF. ° a � e 1 I ° ° 11111ITi 11 ° d °IIIIIIIIII — MONOLITHIC FOUNDATION H/ (2) #5 FILL ® q5% STANDARD L WI TH L GONT. ON GHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE N/ (2) #5 BARS 1-5TORY: 1'-0" HIDE H/ (2) #5 BARS EXTERIOR OUTSWING 4 561;) POURED 51LL5 DEVIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) �-III— - - -I MONOLITHIC GLEAN GOMPAGTED "' =-1 I' FOUNDATION H/ (2) #5 FILL ® q5% STANDARD NI TH GONT. ON GHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS ENTRY DOOR DET� I L 6 SCALE: NTS Y2"(Px(b" LON6 PRESSURE 51MP50N TITEN HD TREATED BOTTOM 5GREN5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF HALL H ° ° d ° ° d ° - ° (ITi=1111=1 1= 1 ' d 11i- ° �° ° = -1 I-1 1-1 —III—III=III=— °—— �I I111111111111111 �11111 111111111111111� � 1111�111111111� � �111�,,I I I �' In UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. NT. BEARI NC WALL FOOT I NCB DETAIL 8"x8" THICKENED SLAB W/ (I) #5 GON 1. \NAI SLAB n3THICKENED EDGE DETAIL SCALE: WM 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATI O/LANA I SLAB OR PAVERS (SEE PLAN) Z Ic EXP JOINT v cn 01 LU NLU v -LU _ ° IIIIIITIIIIIiI= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° -I Imo}}'= (1) #5 DOWEL N/ 6" HOOK AT III=III- ALL VERT. HALL REINF. III=III== III- (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED -I III -III .1 I - III- FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY NI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 HIDE N/ (2) #5 BARS 1-5TORY: 1'-0" HIDE N/ (2) #5 EARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WM seal: lV SFaaa. *' 78 ' �k r�� w STATE OF : W: '.a fi •. �.0 A 1 p.• 6�,� © cop, '��5js�oN AL-''��►'' Y2 GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. 2" J-BOLTS 6" FROM EA. a CD END OF WALL AND SPACE ® 32" O.G. w 2" (6" MIN. EMBED) LU z o F-F, STUD PLATE TIES PER cD rn < PT BOT. PLAN ® STUD TOP ff � z Q > PLT. BOT. w 1 -7� - + J d 411' °p ° Q � 114 ° Q V O � � a ° C) C� _� We 1- (2) #5'5 GONT. N/ 8„ 8„ = a a' 3" MIN. CLEAR J N aD o Z -a o W Y CP cO o cc y m L6 W o N UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE CLIPS, AND oc M M- ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. - GARAGE 5TEF DOWN DETAIL SCALE: NTS MA project number: 068-1 9051 project mgr: ,J S B drawn by B G 8" GMU BLOCK - R4.1 FI-FOIL OR EQUAL issue date: (-p 2 OVER %" FURR STRIPS (I) #5 VERT. FROM FT6. TO N -PER BUILDER REVISIONS: BOND BEAM. LAP N/ N w HOUSE SLAB date: initial: FOUNDATION DOWEL MIN. ; w (SEE PLAN) 30" GROUT CELL 50LID [Y z Q ° III —I � I —I � I —III —I o RADE ° ° III —III —III —III —I I- "' III 111_ III _ I I I... ° ° . 1 III 111 III-'' z �-III PVG CHASE SLEEVE TO BE ~,� _ III —III ° III—III-1 THIGE THE DIAMETER OF III —III —III I —III- PROTECTED PIPE • �, � 111 GLEAN COMPACTED 1 111 1 T 1 FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH H/ (2) #5 GONT. ON GHAIRS Cz 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS GH DEVIL S SCALE: NTS! (n J ,Q J W LU Q o 0 0 Z wo z � L- O 0 W z W N U 0 LLJ J n sheet: SDw I SCALE: NM SCALE: NTS PROVIDE 50LID SHIM BETN'N TRU55 $ GONNEGTOR IF TRU55 LOCATED LE55 THAN I 2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %NO.113" RING SHANK NAILS @ 6" O.G. 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. 2x EXTERIOR NALL -5EE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. EXTERIOR NALL 5HT'6. TO RUNS GONTINUOU5 FULL HE16HT OF NALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO 50LE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL W (3)3Y4"xO.131" NAILS MIN. 2 Y2"xO.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM W 51MP50N HETAI6 EMBEDDED STRAP @ 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FACE OF TRU55 VERT NALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU NALL -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 VALLEY 5ET OVERFRAMIN6 • S�GTION S�GTION 38 SCALE: 3/4'=I'-O" 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 GONNEGT EAGH END OF MA50NRY LINTEL TO TOP OF PIER/ NALL W (1) #5 BENT DONEL w/ 24" LE65 FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 W 5NO.131" NAILS @ 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIR5T -PER PLAN TRU55 N/ 3"x0.131" NAILS @ 6" o.c. 2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP & BOTTOM CHORD W (4) 3"xO.131" NAILS. 8" GMU BOND BEAM N/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EAGH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR @ 24" O.G. MAIN ROOF TRU555 TYPICAL O\l RJR*M 1 N6 CONNECTION DETAIL SCALE: N.7.5. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS @ 6" O.G. wX LU 2x FA5GIA -5EE ARGH 2x 5HEAR NALL - SEE PLAN FOR 5PEGIFIGATION5. - SGTION 25 SCALE: 3/4"=1'-0" FASTEN ROOF 5HEATHIN6 TO 2x LE06ER W 2 %"xO.113" RING SHANK NAILS @ 6" O.G- ROOF TRU55E5 @ 24"O.G. FASTEN EA. TRU55 TO LE06ER W 51MP50N H2.5T 2x LEDGER -REFER TO "ROOF FRAMING NOTES" (U.N.O. ON PLAN) PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EAGH TRU55 (@ Iq.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON E1/4"=1'-0" 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (5) 3 )/4"x0.131" TOENAILS 2x6 BLOGKIN6 IN EA. TRU55 BAY FASTENED TO EAGH GRO551N6 STUD W (3)3 Y4"xO.131" NAILS 5EE DETAIL 37 FOR ADDITIONAL GONNEGTION INFO $ 5HT6. FA5TENIN6 TYPICAL TOP PLATE 5PL I GOTC I L>�57N.T.S. DP PL '5 PLAN) 2x4 @ 16"O.G. FA5TEN€P- TO GABLE END TRU55 W (20'xO.131" TOENAILS. 6YP5UM BOARD PER ARCH FOR q MAX FIREPROOFING GABLE END VERTICAL NEB - REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 3Y4"xO.131" TOENAILS @ 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIP5 @ 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP PLATE W (1) 51MP50N H2.5T 8 (2)3 Y4"xO.131" TOENAILS FLOOR TRU55 -5EE PLAN 8" GMU BOND N/ (1) #5 GONT FA5TEN 5HEATHIN6 TO 2x4- BLOGKIN6 N/ 2 %"x0.113" RING SHANK NAILS @ 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF IVYcIL7 l4' IG V.V. S�GTION 26 SCALE: 3/4'=1'-O° FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU NALL 5HEATHIN6 TO EXT. NALL 5TUD5 w/ 3"xO.131" NAI I _S A 16" O-r - SETS ION 6 SC/4'=1'-0" MULTI -PLY 5TUD5 (3-MIN) OR P05T 5EE PLAN 3 Y2"x0.131" NAILS @ 8" O.G. 2x4 BLOCKING W (3)3 Y4"xO.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 @ 48" O.G. IN FIRST (5) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHOR05 AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/5GREN5 /NAILS @ 6" O.G. FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"x0.131" NAILS @ 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON W 3"xO.131" NAILS @ 16" O.G. VERT NALL REINF. TO EXTEND INTO BOND BEAM W REINF. GMU NALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 2x4 LADDER BLOGKIN6 @ 12"o.c TYPICAL 4 STUD CORNER VERTIGALLY IN 15T STUD BAY FOR DRYWALL GONNEGTION. FASTEN BLOGKIN6 AT EAGH END WITH (2) IOD TOENAILS TYPICAL 2 STUD CORNER TYPICAL lNOOO �R*MEO WALL CORNER DETAIL SCALE: N.T.B. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PUNS. EXTERIOR NALL 5HT6. TO RUN GONTINUOU5 FULL HE16HT OF NALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP $ BOTTOM. FASTEN TO EA. TRU55 VERTICAL W (2) 3Y4"x0.131" NAILS 2 Y2"x0.131" @ 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EAGH TRU55 (@ 19.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCK I N6/RIBBON VERT NALL REINF. TO EXTEND INTO BOND BEAM W REINF. GMU NALL -5EE PLAN FOR VERT. S HORZ. REINF. 5PEG5 S�GTION FASTEN 5HEATF LEDGER W 2 Y2 NAILS @ 6" O.G 2x4 FRAMING c (MAX.) FA5TENE LEDGER W (1) E H4 LAP $ FASTEN T06ETHER W (40'xO.131" NAII S�GTION PROVIDE (1) 51MP50N G516 STRAP ON EACH 51DE OF E INTERRUPTED PLATE, 13" MIl LENGTH PROVIDE 50LID SHIM BETN'N TRU55 GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Ya" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR NALL -5EE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON W 3"xO.131" NAILS @ 6" O.G. $ 5HEATHIN6 TO GONT. RIBBON N/ 2 Y2"x0.131" NAILS @ 6" O.G. FLOOR TRU55E5 -PER PLAN W GMU BOND BEAM N/ (1) #5 GONT. 2x6 LEDGER FASTENED TO GABLE END TRU55 W (2) 3"xO.131" NAILS S (1) #10 WOOD 5GREN @ 16" O.G. (EA. TRU55 VERTICAL) 2x4 LEDGER FASTENED TO NALL 5TUD5 W (2) 3"xO.131" NAILS ff (1) #10 WOOD 5GREN @ 16" O.G. TYP. PLUMB I NG CHASE @ 7RU55 SCALE: 3/4"=1'-0' FLOOR TRU55E5 (5EE PLAN) TRU55 MANUFAGTURER TO COORDINATE GHA5E LOGATION5 ff ANY AND ALL HARDWARE REQUIRED AT INTERRUPTED GHORD5 PLUMBING GHA5E seal; g"G *' 8 7 ' ♦r • r�� w 7. GIN STATE OF W .` : © cop, '��5js,!oNAIN-f;�.►`. CD z J0c: w w z o � rn z a w J m y- Q 5 Zm ZD Q(5 C) czr _Q- C W � ._ a�i °O E = a_ > . J~ o Z -a o CP W Y cO 0 Cc ym L6 W CD o N M Q IWF IV rM&Kect number: 068-1 9051 project mgr: ,J S B drawn by BC issue date: 04-1 6-2 `j REVISIONS: date: initial: Cz 0 J Q J W W Q Q C] O o w Ld o W 7 CC W 2 N � � J � UJ � can sheet: SD2 x x x xx x x x - --T] — — — — —T -1T � II II II II xxxxx xl --I WINDOW x OPENING x 14" (MIN.) I14" (MIN.) iTR x xII II II II � II II II II II II II II —x -----H---— x x xx x x x x x x x x x x x x SHEAR WALL WITH ED6E NAILING 4 BLOGKIN6 PER PLAN. 51MP50N G516 STRAP CENTERED AT CORNER OF OPENING wl (26) 2Y2"x 0.151" NAILS (28" MIN LENGTH) 2x4 HORIZONTAL FLAT BLOGKIN6. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM ED6E OF WINDOW OPENING. 51MP50N G516 STRAP CENTERED AT CORNER OF OPENING W (26) 2Y2"x 0.131" NAILS (28" MIN LEN6TH) 2x4 HORIZONTAL FLAT BLOGKIN6. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM ED6E OF WINDOW OPENIN6. • REQUIRED AT ALL OPENINGS 6REATER THAN 36" HIDE 4 AT ALL OPENIN65 LOCATED WITHIN P3 SHEAR NALL5. • 5TRAP5 TO BE INSTALLED ON EXTERIOR FACE OF 5HT6. 4 MAY BE MOVED V2" FROM ED6E TO ALLOW FOR NINDON NAILIN6 TYP I CAL EXT. WALL $ 1 NT. 5HEARWALL OPENING ELEVATION SCALE: NTS 2x&AT OR CL OF OPENING 2XSXI2 P.T. CENTER BUCK 3/8" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY GONN. REQ'MT W DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT N/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I y2"A," THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) START BOLTS AFTER 6ARA6E GURB 0" MAX.) G Rt6E DOOR 11UCK DET� I L K SCALE: NTS DBL. TOP PLT. BEYOND NAILIN6 PATTERN PER NAILIN6 5GHEDULE FLOOR 5Y5 M BEYOND GMU WALL BEYOND NOTE: MIN fib" NIND5TORM OR EQUIVALENT NALL 5HEATHIN6 TO BE USED A5 UPLIFT RE515TANGE, NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLIGATION5. NOTE: ACTUAL NUMBER OF FASTENERS NOT 5HONN S LE, THING ELEY. DETA I L N SCALE: NTS ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED GELL TYP. CORNER PERT. WALL REINFORCING DETAIL SCALE: NTS BY NINDON/DOOR MANUFACTURER NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF NINDON/DOOR, FASTEN BUCK TO MASONRY W/ (1) RON OF We,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL GONNECTION OF NINDOW/DOOR TO 5TRUGTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (5) RON5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 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 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN NINDON/DOOR TO 2X PER NINDOW/DOOR MANUFAGTURER'5 5PEG5. H (WINDOW/DOOR BUCK DETAIL SCALE: NTS BOND -BEAM - _ __—GONTIN. PREGA5T HEADER —'- 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE NINDON SILL, NINDON 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L M 5ONR%1 P1E11 11ETA1L SCALE: NT5 TRIPLE WINDOW SIM. P RETRO I T DETA I L SCALE: 3/4"=1'-0�1 SEE DETAIL I ON 5TRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HONN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TMI6 TN15T STRAP. FASTEN STRAP TO GMU W (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAILS @ EA. END. TOLERANGE5: ALL DIMEN5ION5 TO BE HELD NITHIN +/-Y4" I" E06E 1 1/2" ED6E 0 311X0.13I "x3" COMMON z w NZ: Q w II N N 1 1/2" 2 1/211 3"x0.131 "x5" 'v COMMON OPP. 51DE z II °� N q (2)2X4'5 (2)2X6'5 (2)2X COLUMN SEE DETAIL 31 ON 5TRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HONN HERE PROVIDE SOLID BLOGKIN6 A5 REQ'D FOR STRAP FA5TENIN6 2 1/2" EDGE 0 z N t c� 2 1/411 3"x0.131 "x3" COMMON — 3"x0.131 "x3" COMMON OPP.51DE (2)2X8'S 2x OR I" 05B DEGKIN6 — (TYP) (1) 51MP50N - A35 CLIP EA. 5TRI N6ER (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO GONGRETE W (3) 3r(y" DIA. x 3Y4" LON6 51MP50N TITEN 2 5GREN5 5T� I R 5EGT1 ON 2 SCALE: 3/4"=1'-0" 111 IT/' IT'1C IN51DE PLY NAILS NAILED AT 8" O.G. 5TA66ERED. OUTSIDE NAILS NAILED AT 8" O.G. 2X 5UILT-UP STUD COLUMN DETAIL5 SCALE: NTS FULL DEPTH BLOGKIN6 FASTEN EVERY OTHER / (Vb" 056 (MIN), 13/4" LVL OR TRU55 TRU55 (W WEB BLOGKIN6 FLOOR TRUSSES BLOGKIN6 PER MANUF.) @ 48" A5 REQ'D) TO 2x BLOCKING -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 W (1) 51MP50N A35 CLIP w/ (1) 51MP50N A35 CLIP—, Q RETRO� I T DET� I L SCALE: 3/411_ I I-011 FASTEN EVERY OTHER TRU55 TO GMU W 51MP50N MT5M16 TN15T STRAP. FASTEN STRAP TO GMU W (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DONN TO GMU wl (5) Y4" DIA. x 3 Y2" LON6 TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU NALL 5HT6., TO 2x BLOGKIN6 w/ %NO.131" NAILS @ 3" o.c. FLOOR TRUSSES (SEE PLAN) FLOOR 63. - PROVIDE VERTIGAL5 OR 50LID BLOGKIN6 EA. 5TRIN6ER LOCATION ED6E D 15TANGE PER DETAIL 211 3"xO.131 "x3" COMMON f I 3"x0.131 "x3" COMMON OPP. 51DE a `n lCE D15TANGE PER DETAIL (5) OR (4)2X COLUMN SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HONN HERE X FLOOR TRU55E5 \ -PER PLAN FASTEN BLOGKIN6 TO GMU w/ 51MP50N MT5MI6 TN15T STRAP. FASTEN STRAP TO GMU W (4)Y4" DIA. x 2Y4" LON6 ro TITEN 5GREN5 2x6 FLAT BLOGKIN6 TO EA. SIDE OF 056 BLOGKIN6 (16" MIN. LEN6TH) FASTENED DOWN TO GMU W (5) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKIN6 W 3NO.I31" Aild TOENAILS @ 3" o.c. LTROFIT DETAILE: 3/4"=1'-0" OUTSIDE (2)2X'5 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: ��� !�'� :.. • • • (�a era 7 *7 8 w STATE OF W .` 0 cz z_ LU w w z o � rn z w J a Z� A C-) g4 C W cn a .5 1- m E Q N > m o J Z a o W 0 -q CEO y m L6 WCD N oQ M&K project number: 068-1 9051 project mgr: .J S B drawn by: BC issue date: 04-1 6-2, `I REVISIONS: date: initial: sheet: C O J LU a 0 0 o w z O LL 0 � z J w � U w W N � � J LLJ J (n SDm3 PERMANENT ROOF TRU55 BRAGIN6 NOTES: (SINGLE FAMILY HOME OR TONNHOU5E GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. HOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYN000/055 5HEATHIN6. • IF SHEATHING 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 CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.N.B. GEILIN6 4. NEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (HEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: NHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAHIN6, UTILIZE 'V OR 'L' BRAGE5 (REFERENCE BG51-133 F16URE5 133-18 4 B3-19). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 133-22 8 BG-23 15 ACCEPTABLE. • 'T' 8 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • 'L' 8 'T' REINFORGIN6 TO BE A MINIMUM OF G0% OF THE LENGTH OF THE HEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO NEB/VERTIGAL W/ 16d 6UN NAILS (0.131x3 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: HHEN THREE (5) OR MORE 51MILARLY GONF16URED ROOF TRUSSES AL16N, CONTINUOUS RON5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS RON5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. RON5 SHALL BE LAP 5PL16ED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION NEB w/ (2) Ibd GUN NAILS (0.13N3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 I5 TO BE CONTINUOUS. PROVIDE ONE RON OF DIA60NAL BRAGIN6 AT VERTICAL NEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABLE END NALL 8 ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. seal:►►��5"G ��FA1 ���f, % !�'� :.. • • • (�a era •Iv E N SF 'G�' •aa. ram � w STATE OF :4i: �i . CD z_ LU w w Z o � rn z 0- w J a Z� A C-) g4 aEii m E a > o JN Z m -a o W Y ct 0 CEO y m L6 W o CV o a DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® 51DE OF NEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYNOOD/05B A ROOF 5HEATHIN6 COMPRE55ION WEB (5LOPIN6 OR VERTICAL) MA project number: CONTINUOUS LATERAL BRACE O 6 8-1 9 0 51 ALTERNATE @ (3) OR MORE ADJACENT 51MILAR TRU55E5 (SEE proect m r x INDIV. TRU55 SHOP DRAHIN65 P J 9:JSB FOR LOCATIONS) drawn by: BC 2x 5TRON66AGK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date: 04-1 6-2 `j TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REG'D FOR REVISIONS: STRUCTURE) GONTIN. LATERAL BRAGIN6 date: initial: TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRUSS BAY A5 5HOHN 6NB GEILIN6 SECTION B-B ALTERNATE METHOD YHERE (3) OR MORE 51MILAR TR55E5 ARE 6RaFM WEB MEMBER REQUIRING B BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON66AGK 2x 5TRON613AGK5 MAY BE (NOT REG'D FOR INSTALLED FOR GON5TRUGTABILI1Y TO KEEP EVEN 5PAGIN6 AT STRUCTURE) BOTTOM CHORD (NOT REG'D FOR • STRUCTURE) DIREGT-APPLIED PLYND/0513 Cz DIREGT-APPLIED B 'L' OR 'T' BRAGIN6 61116 GEILIN6 WEBS DE516NATED BY TRUSS MANUF. TYPICAL TRUSS ELEVATION PERMANENT TRU55 5RAG I NG PETA I L5 $ NOTES SCALE: NONE DIRECT APPLIED GEILIN6 W d W Q Ca Q O o w .J Z UL O Q O Z �U U L, W ND LLJ 0 i(n LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSBw I