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HomeMy WebLinkAboutSTRUCTURAL DETAIL1iii,i4A50NRY LINTEL A55 M5L 15 SEE 5GHEDULE AND SPECIFICATIONS FOR ADDL INFO rr--71 = 1 1 11 ~- MIN. (I) GOURSE/BOND = 1 1 1 1 MIN. (1) GOUR5E/BOND U 1 L�J I I LOJ 1 I I BEAM ABOVE LINTEL I 1 BEAM ABOVE LINTEL ---- 6ROUT GROUT BOTTOM REINF. 8. PRECAST LINTEL w/ 41 8 PRECAST LINTEL w/ z EMBEDDED REINF. z EMBEDDED REINF. 1 o MB-I o MB-2 TOP GOUR5E, IF TOP GOUR5E, IF I LOJ 1 Fn I L�J 1 1 I READ PER ARCH. REQ'D PER ARCH. TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. z REINF. AS READ z f GROUT GROUT `r = BOTTOM REINF. BOTTOM REINF. Y PRE6A5T LINTEL w/ a PRECAST LINTEL w/ EMBEDDED REINF. � - � -�I�{- EMBEDDED REINF. u� o MB-3 N MB-4 1iii4A50NRY LINTEL SETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 8F8-06/OT ----- ----- MB-2 8F8-I13/0T ----- (I) #5 MB-3 6FIb-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. 5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 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 5HEF.T L 15T I NIX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I 5TRUGTURAL DETAILS GENERAL 5TRUCTURAL NOT5 FOUNDATION • DE516N 15 BASED ON -7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 11500 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" LONG 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 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRES51VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 p5i:....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% 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. • HOOK5 SHALL BE PROVIDED AT D15CONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=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 P51). ALL MORTAR SHALL BE A5TM G210, 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 GELL5 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 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB GRACK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 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 I � I GATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (5) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK'6. (3) NAILS @ 4" o.c. (5) NAILS @ 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (5) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.G. TOENAILS 0 6" o.G.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.G. NAILS @ 16" o.G. DOUBLE TOP PLATE NAILS @ 24 o.G. NAILS 0 16"o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP @ GORNER5 4 INTERSECTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", 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 REQU I REMENT5 FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: IC 5 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = ENGLOSED, +/- 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 5HA7H I N& 5F0 I f I OAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR 05B FASTENED W PI 2J/211xO.131" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 021/215/32" PLYWOOD OR 05B FASTENED w/ "x0.131" NAILS @ 3" o.G. ALON6 PANEL 0 EDOE5 AND 1211 o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 1/I6' PLYWOOD OR OSB 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 ED6E5 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) 3Y2NO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR WALL5 ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE x 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING 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 32%r, SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED 655EMBLIE5 SHALL BE NOMINAL 1V32" THICK, APA RATED 5HEATHIN6 �b EXP05URE 105B OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 IC 5 MPH Wind Zone tx o5ure B OPENIN6 51ZE INTERIOR ZONES END ZONE5Q1 8' 6arage Door +25.8 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F 166arage Door +24.5 P5F/-21.0 PSF +24.5 P5F/-2q.6 PSF 10 SOFT. +2q.4 P5F/-31.q P5F +2q.4 P5F/-3q.3 P5F 20 SOFT. +28.1 P5F/-30.6 P5F +28.1 P5F/-36.1 P5F 50 SOFT. +26.3 PSF/-28.8 P5F +26.3 PSF/-33.2 P5F 100 SOFT. +25.0 P5F/-21.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21.q 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 End Zone i5 defined a5 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 Calculated per FBG R103.1.2.1 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, EXP05URE I. FASTEN 5HEATH'6 TO ROOF MEMBERS w/ 2V2"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 TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3NO.131" NAILS ® 16" O.G. UFL I fT GONNEOTOR5 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 51MP50N 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) 5IMP50N 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 DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. • E-- - - - BEARIN6 WALL ABOVE • BEAM / HEADER • m 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 INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLOWN / 57RAF 5OH1UL SYMBOL SPEGIFIGATION FASTEN BUILT-UP P05T5 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 AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) `��111111fff/I�/ ��, �P•'�.�G E N SF.,• 7 8 i • STATE OF �• . N AL-S0� �f1f111�/lt�, 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. GENERAL 5TRZTURAL NOT 5 • DE516N 15 BASED ON Ith 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 = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE AS L15TED R15K GATE60RY II GENERAL 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 WALL5 SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER a 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 WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPEG I F I ED AT A SUPPORT I ND I GATES THE NUMBER OF JACK 5TUD5 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"x0.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 05B FASTENED w/ 212"xO.131" NAILS @ 6" O.G. @ E06E5 � 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARING. • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi . FOR 2 8 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3 "xO.131 " NAILS @ 8" O/C OR 2 ROW5 Y4"x3Y2" 51MP50N 505 SGREW5 (OR 3Y2" TRU55LOK SGREW5) ® 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 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" 51MP50N 5D5 5GREW5 (OR 6 5/4" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A SOLID T' BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 @ 24" O.G. Digitally signed by James George Friling DN: c=US, st=Pennsylvania, 1=Gladwyne, o=James George Friling, cn=James George Friling, email=jfriling@mulhernkulp.com Date: 2021.07.21 08:53:28-04'00' seal: © copyright : MULHERN & KULP Structural Engineering, Inc. z J� LU w z Z +LU J Q ZZD U WC T cn i -A Jz D W a- a� a� czr- C Cc-- = mCIS E o a o N 00 0 0 m to O N M Q M&K project number: 068-1 9051 project mgr: drawn by: issue date: REVISIONS: TSB BC 07-2 2-2 1 ■ date: initial: ■ W 0 z J d I-- U OC H sheet: J W 0 0 :2 Z UJ 0 UJ 0 Li 0 z J 0 L1- x L z d 0 U LU U J 1~ _JW SM0.0 2 5D- I 5 5D-1 0 N 35'-0 " 25-0" 2 10'-0" 3 5D- I 5D- I 3 Y2" STEP I I a •I I I 7 I I 5D-I I LANAI SLAB: 3 Y2" GONG. SLAB ON I I • I i I I GRADE (2500 PSI MIN.) W bxC-W1.4xhI.4 MESH OR FIBER MESH ON G5% GOMPAGTED I • FILL. GONGRETE SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN.) W C xC—W1.4xhI.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL. NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL LOGATION DIMENSIONS, I I I I I • I I I I I I I I I I 01 18 -0 11 doI 31V2" STEP ----- I I I I I I 4 I 4 5D_ I STEP VARIES I I I I I I I � I I 5D—I I II I 3 Y " STEP - — II 2 •• • L I SD— � I I 17'-0" 1 I 3 5D— I 5D— I I L(� L-- 01 1-4 11 (J (J 35'-0 7 2 12 W seal: ���►►�r�rr►++►►��. G. FR/, _ STATE OF44U. Lv i +i�ii '• ... •'•ate ti� © codCD �'►.�S�ONA� E��.. Z JLU w w Z o ac-v < a w � J � Q i ZZD C) 4 CS Ui T O° E + Q J� CD CD D W ) coo oC9 y m Ln W O N = co 0- lvr IV M&K project number: 068-1 905 1 project mgr: ,J S B drawn by: BC issue date: 07-2 2-2 1 2 REVISIONS: L-�ITdate: • HVAG UNIT • • 5LAE3 PLAN SCALE: I/4"=1'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (Ilxll SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL • I I EXTENT OF OVERERAMIN6 • INDIGATES I/8"xl" 5AN GUT CONTROL JOINT INDICATES LOCATION OF RE I NEORGED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES initial: Q LLJ [] W O O l z 0 � 0. z U m Q Ld Q m w J (� LLJ J (n sheet: Fm 1 90 T— _I RIM 35'-0 11 41_Q11 V �j I_/ II V 1I_/ II V 4 1_/ II V 31_1011 V 1 1I II 01-81I (� 35-011 31_2" �f 1-�f 11 21-011 `7 `7 I I CL N x Cr) 0 r- SCALE: I/4"=l'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (Ilxl1 SHEET) LE6EN • ® INTERIOR BEARIN6 WALL • E-- - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL F_ --I • I I EXTENT OF OVERFRAMIN6 - - —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 1IIIII,4A50NR1' LINTEL SETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8FS-05/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 SFI6-IB/IT (1) #5 (1) #5 M5-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 5. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. -7. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NR"' LINTEL A55 ME3L 15 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR APU L INFO rr--71 II II II II MIN. (1) GOUR5E/BOND }� MIN. (1) GOUR5E/BOND U I LOJ I I LOJ I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL w _ GROUT GROUT Q d) BOTTOM REINF. PREGA5T LINTEL w/ I , I PREGA5T LINTEL w/ z i =—i EMBEDDED REINF. z 4—_—#- EMBEDDED REINF. o MB-1 MB-2 rr--�� i i 1t� TOP GOUR5E, IF i 1 TOP GOUR5E, IF I LQJ 1 m I LOJ I I I REQ'D PER ARCH. I REQ'D PER ARCH. �----� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. z REINF. A5 REQD z GROUT GROUT `t BOTTOM REINF. BOTTOM REINF. • PREGA5T LINTEL w/ ' N g � PRECAST LINTEL w/ EMBEDDED REINF. 'z v -��- z 4__D_ - EMBEDDED REINF. z u� o MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: ►��,1 .1115 11F 111'4 0. *: 8 • *r STATE OF .414 © cop ��`►%ONALF►?►% 11111111120% aCD Z JLU w w Z o C.D rn z a w J y- 2 Q a Z� Q(5 C) �Q- C UJ 22 N J~ (Do Z .2 o CP W Y cO Cc o ym Ln W o N = M Q 41wr IV M&K project number: 068-1 905 project mgr: ,J S B drawn by: B G issue date: 07-2 2-2, `I REVISIONS: date: initial: z d J 0.. U O J M sheet: Q LLJ [� w O O li 0 co Z � z O U LLJ w U Q � J LLJ J (n Fw2.0 OPT. B UPLIFT GONNEGTOR SEE UPLIFT GONNEGTOR 5GHEDULE FOR MORE INFO c c r OPT. B UPLIFT GONNEGTOR (SEE UPL I FT GONNEGTOR 5GHEDUL FOR MORE INFO) LE&EN:� Lim son non o!nn * RUN W WA 3 12 • E-- — — — = BEARING WALL ABOVE • BEAM / HEADER • 0111 � 0111 LOCATION AND EXTENT OF SHEARWALL • I I EXTENT OF OVERFRAMIN6 0 — — —INDIGATE5 I/5"A" SAW GUT CONTROL JOINT ROOF FRAM NO PLAN SCALE: 1/4"=l'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) INDICATES LOCATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE M/32" MIN. O5B/PLYWOOD 5HEATHIN6 40/20, EXPOSURE I. FASTEN 5HEATH'6 TO ROOF MEMBERS w/ 2y2"xO.131 RING SHANK NAILS (R5R5-03 OR EGUIV.) 0 4" O.G. AT PANEL ED6E5 0 4" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRU55E5 W RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 i 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 $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL 1 �7 GONNEG70R5 BEARIN6 CONDITION TRU55 GONNEGTOR LENGTH < 15' 51 MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 51N6LE ROOF TRUSS BEARIN6 ON OPT. A SIMP50N HETA16 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 ALL (2) 51MP50N HETAI6 T. BEARIN6 ON GMU WALL IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". M4K HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REOUIREMENT5 OF ASCE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP GARD5. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: �,�►►i►411F,�10 ■••�P •• NSE do :� • Zen . STATE OF :: �uw- .00 © cop ��`►:�ONALF'?►•�• 14011111211', z J� w w z o z � w J i a Z� Q� C) �- �� �CS UJ� � a � ::J°O E J� a) CD Z -2 o W Y coo 0 coo y m un W O N CDQ = M&K project number: 068-1 9051 project mgr: JSB drawn by: BC issue date: 07-2 2-2 1 REVISIONS: ■ date: initial: ■ QD cz•ft4 Cz �o O z d J � J Q Z p wo o� 0 Cf) >: � LL z '> U LL O0 L1j � LL1 U J 0 L F" O LJ.. wJ W sheet: Sm 1.3 FILLED CELLS (SEE PLAN) > 8" GMU BLOCK k=u R4.1 FI-FOIL OR EQUAL 4" X OVER %" FURR STRIPS GARAGE -PER BUILDER _ (I) #5 VERT. FROM FT6. TO � N T010 X V E! � BOND BEAM. LAP w/ c� HOUSE SLAB FOUNDATION DOWEL MIN. �_ (SEE PLAN) Qa CORNER 30" GROUT CELL 50LIDLl tY F -1 V GONG. OR PAVER GARAGE WALL <$14 BEYOND III—III—III—III— DRIVENAY L _ - a3 0 6RADE III III I I I 6ARA6E SLAB m �(5EE PLAN) C)— — `� ICI ° °I- III=111=1 1- 4 ' -I m l l III ° 16 "x8" EDGE 1 GONT. THICKENED EDOE @ OARAOE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID X z GRADE C) —'II IIII =1 m #5 DOWEL N/ 6" HOOK AT III ALL VERT. HALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED I _, , � I I L I i � FILL @ q5% NI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS �12-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE H/ (2) #5 BARS POOTINO SECTION W/ BLOCK DETAIL SCALE: NTS 8"x8" THICKENED SLAB H/ (U #5 GON I . THICKENED EDGE DETA I L 3 SCALE: NTS �NAI SLAB 8" GMU BLOCK 8" HIDE CONT. GONG. CURB 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 (1) #5 VERT. FROM FT5. TO BOND BEAM. LAP w/ R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. -PER BUILDER EXTERIOR DOOR HOUSE SLAB 30 GROUT CELL 50LID - N c� LU HOUSE SLAB GARAGE SLAB MTL. THRESHOLD (SEE PLAN) PORCH/PATIO/LANAI (SEE PLAN) > (SEE PLAN) SET IN SEALANT SLAB OR PAVERS PATIO/PORGH/LANAI (SEE PLAN) a SLAB (SEE PLAN) SLOPE ° ° a BUILDER TO SLOPE ° a ° ° e ___ SLAB TO PROVIDE ° III —III —III —III— a I —III —III —III —I IIII—III—III—III— I—III=III—I ° I I III 1=_I III P051TIVE DRAINAGE � g III III=� I III ° III III—III=III=1 III III I I - ' I I �r-1ir °a 1=III=III=III=III- ° III III III IEXP _III- _III- JOINT I Ia -- 1) #5 DOWEL H/ 6" HOOK AT _ ——III— ALL VERT. HALL REINF. III=1 III=III= ' (SEE PLANS FOR LOCATION) II IIII III III I - ' GLEAN COMPACTED =III= q FILL ® q5% HI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS G�R�OE CURB DET� I � SCALE: NTS 8" GMU BLOCK BEYOND R4.1 F I -FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT N v HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ° PER MANUF. I III= `' I � °III III III= I - "'—'� - I I, ,III=1 11=1 11=1 11—'' '- MONOLITHIC GLEAN GOMPAGTED I I I 1 1 i' FOUNDATION H/ (2) #5 FILL ® q5% STANDARD NI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE H/ (2) #5 BAR5 EXTERIOR OUTSINI NO 4 56D POURED SILLS DETAIL IIII III III I — i l ,"-- MONOUTHIG GLEAN COMPACTED = �- FOUNDATION N/ (2) #5 FILL ® q5% STANDARD HI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS ENTRY R D DOOET I L 6 SCALE: NTS ` = 1) #5 DOWEL N/ 6" HOOK AT ALL VERT. HALL REINF. III=III=III— III- (SEE PLANS FOR LOCATION) =11 IIII III II,II GLEAN GOMPAGTED-III - FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY HI TH N/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE N/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 (b" FROM EA. v END OF WALL AND SPACE ® 52" O.G. un 2" (6" MIN. EMBED) LU—�, STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP 4 PLT. BUT. fL4 ° C) d ° (2) #5'S GONT. N/ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. ''� OARAOE 57EP DOWN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID zX O RADE ' III III III III= O GLEAN COMPACTED FILL ® q5% STANDARD DENSITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER vi N HOUSE SLAB w (SEE PLAN) —LU — PVC, CHASE SLEEVE TO BE = III TNIGE THE DIAMETER OF Tim —Ti. PROTECTED PIPE II;;;III,IIIIIIIIIII,.I\_ MONOLITHIG FOUNDATION HI TH N/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS CHASE DETAIL S SCALE: NTS seal: �,�►►i►4 iiF,�10 7 8 *: STATE OF : w: © COS �'`►:�`���NALE?►•�. CD z J� w w z o CD rn z w a- J i Q Z� C) �Q- S a W cn a a' JN aD o Z .2 o W Y CP cc o Cc CO) m u6 2 C=) W o N M Q 1wr MA project number: 068-1 905 1 project mgr: ,J S B drawn by B G issue date: 07-2 2-2 `I REVISIONS: date: initial: sheet: Q LLJ [� w O O li 0 co Z � z O U LLJ w U Q � J LLJ J (n SCALE: NTS SDw I PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/b"xO.113" RIN6 SHANK NAILS @ 6" O.G. wLU X 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. HORZ. REINF. SPECS ROOF TRU5 -SEE PLAN (2)3 Y2"xO.1 8" GMU BOND BEAM m (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. S HORZ. REINF. 5PEG5 OiAT' LE: 3/4"=1'-0' 2 3/R"x0.113" RIN6 SHANK S�GTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) @ EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 FLAT BLOGKIN6 @ 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 3Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x6x12" OR CL OF OPENING 2X8XI2 P.T. - CENTER BUCK • • 3/8" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENIN6 -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I y2"x3r(6" THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G.) START BOLTS AFTER 6ARA6E CURB W' MAX.) LAR 111 DOOR BUCK DIT�IL K 5GALE: NT5 2x4 @ 16"ar- FASTENED TO 6ABLE END TRUSS w/ FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ (2)3"x0.131" TOENAILS. BLOGKIN6 W 2 %"xO.113" (3)3 Y4"x0.131" RING SHANK NAILS @ 4"O.G. FTOENAIL5 EACH END 6ABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/ Y2" DIA. ANCHOR BOLTS @ 52" O.G. WITH T (MIN.) EMBEDMENT. EXTERIOR 5HEATHIN6 ED6E NAILING - 2 Y2"xO.131" NAILS @ 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE r Y4" DIA. x3Y2" LONG 5D5 / 5GREW5 @ 16" 0.6. � PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRUSS MANUF) 8" GMU BOND BEAM vq/—/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. SPECS VALLEY SET OVERFRAMIN6 2'-0" MIN ROOF 5HT6 (4) 3 Y4"x0.131 " SHALL BE NAILS GONT. 24" MIN ONTO.ROOF n 2x4 BRACE w/2x4 T-BRACE, SPACED @ 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' W 3 Y4"xO.131" NAILS @ 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM 2 5ECTION SCALE: 3/4"=1'-O" FASTEN EACH OVERFR TRUSS TO TRU55 BELOI WITH (1) 51MP50N VTGR @ 24" O.G. TYF I CAL OYERFRAM I NG CONNECTION DETAIL 5GALE: N.T.5. PROVIDE 2x4 BLOGKIN6 @ 48 O.G. IN FIRST (5) BAYS OF ROOF TRU55E5-GUT TO FIT T16HT BETWEEN TRU55 BOTTOr CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 W 5GREW5 /NAILS @ 6" O.G. MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 BOND -BEAM GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L M 50NR" F I IR D T1 IL 5GALE: NT5 TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRUSS CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/a"xO.113" RIN6 SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS • CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL W 24" LE65 S�GTION 3 SCALE: 3/4"=1'-O° ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR 6ROUTED CELL TY . CORNER VERT. WALL REINFORCING DETAIL SCALE: NTS &LI RO 1 DITAIL : O° SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) @ EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 W (2) 3Y4"xO.131" NAILS @ EA. END. ROOF TRUSSES -SEE PLAN — 8" GMU BOND BEAM W (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. SPECS BY WINDOW/DOOR MANUFACTURER 51MP50N H6AMIOKTA CLIP @ 48"O.G. (CONNECTOR INGL'D IN PAGKA6E) VERT WALL REINF. TO EXTEND INTO BOND BEAM (j)�A� 1'-0' NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"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 W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TAC76ERED @ 12" O.G. @ EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 SPECS. Al NDONDOOR BUCK DETAIL H 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 SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT 5HOWN INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK DRILL 6" INTO EXIST'& I 'L SLAB, EPDXY 8 DRIVE I #5 DOWEL, PROVIDE MIN. 50" LAP 5PLIGE I O N I z a ' 111= 6RADE _ ;III III III III ° a° °� III IIIII =III III —III —I a —III —I —III—I � I —III III —I � 1= IIIIIIIIIIIIIIII� —1 IIIIIIIIIII #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL MISSED DOWEL RETROFIT DETAIL WALE: NTS SIM. • GMU STEM FOR DROPPED &RAVE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC, 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: ►•�,��►�'4 iiF,�����. ••. ��5 ... R,. ►*; 7 8 *: . STATE OF : w: ++� •.FOR►..•' © nor �'�►:�S/ONALE?►••► ��11�1111i���� CD a z J0c: w w Z o � rn z w a- __J i Q Z� C) czr _Q- 1=� C� I,--- W cn ._ °O E a a' J~ °� o Z a o W CP Y cO o Cc CO) m L6 W CDN M Q Ivr IV M&K project number: 068-1 905 1 project mgr: ,J S B drawn by BC issue date: 07-2 2-2 `I REVISIONS: date: initial: 12 a 0 v 1 J w J UJ O O li 0 co � Z U Z IW U Z) UJ N U CC C) co cf) LLJ _J Cf) sheet: SD2 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 TOR '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: .�,,,►i►4 �iF,�10 Q. :� • . STATE OF C CLz z_ LU w w Z o � rn z 0- w J CD 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 0 6 8-1 9 0 51 ALTERNATE @ (3) OR MORE proect m r P J 9:JSB ADJACENT 51MILAR TRU55E5 (SEE INDIV. SHOP TRU55 DRAHIN65 x FOR LOCATIONS) drawn by: BC 2x 5TRON66AGK MAY BE issue date: 07-2 2-2 1 INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR REVISIONS: STRUCTURE) date: initial: GONTIN. LATERAL BRAGIN6 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 REQ'D FOR INSTALLED FOR GON5TRUGTABILI1Y STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR ' �y STRUCTURE) Cjs DIREGT-APPLIED PLYND/0513 C ro O 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 �j o Q Li0 W Z -i 1 Q 0 LL 0 `f) >- w Z D 2 D � d O U z U I Ld Z) Ld U � n � J C) 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