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HomeMy WebLinkAboutAPPROVED WS 35 - Structural [ds] 4.20.2021MASONRY 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 REOD PER ARCH. REQ'D PER ARCH. L---- J 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 MASONRY 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 ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW S5 G. fig14 .4P `,��♦��P� �� G E N S� • �, •� • 7 8 00 'O STATE OF w .e4 OR •�/: • �41P s • •....... . -,S,ONAt- 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@mulhernkul p.com Date: 2021.04.16 14:48:25 -0400' SHEET LIST I NIX SHEET DE5GRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS PSB5-1 5TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES 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 i£ EXTERIOR) fy = 60,000 psi ...... 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 5PLIGES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS 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 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 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 WALL5. (A5 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS 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 I � I GATI ON5 (TYP. U.N.O.) DE5GRIPTION 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 NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS i£ INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.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 COEFFICIENT = ENGLOSED, V- 0.18 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL 5HA7H I N& 5F0 I f I OAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION 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 WALLS 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 TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2NO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 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 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 PLAN5, THE 5HEATHIN6 USED IN THE -FIRE RATED 655EMBLIE5 SHALL BE NOMINAL 1 /32" THICK, APA RATED 5HEATHIN6 �4lb EXP05URE 105B OR PLYWOOD PER U.5. PRODUCT 5TANDARD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door Allowable Wind Pressures IC 5 MPH Wind Zone Ex osure 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/-27.0 P5F +24.5 P5F/-2q.6 P5F 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/-36.7 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.q P5F/-24.4 P5F +21.q P5F/-24.4 P5F SOFFIT (HIP) +22.0 P5F/-bq.3 P5F +22.0 P5F/-bq.3 P5F SOFFIT (6ABLE) +22.0 P5F/-7q.3 PSF 1 +22.0 P5F/-q4.2 P5F (DEnd Zone i5 defined o5 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 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, 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 TRU55E5." • 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) 3NO.131" NAILS ® 16" O.G. UFL I f7 GONNEOTOR5 BEARIN6 CONDITION TRU55 GONNEGTOR LEN6TH < 15' 51MP50N 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 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 RE5PON51BILITY 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 GON5TRUGTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • m m LOCATION AND EXTENT OF 5HEARWALL F- --I I I EXTENT OF OVERFRAMIN6 • - -INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLOWN / STRAP 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 ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOA05: 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 @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE AS L15TED RISK CATE60RY II 6ENERAL FRAMIN6 • 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 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 'STUD' 6RADE MEMBERS 5PAGED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED 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 o 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 SPECIFICATIONS 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. @ ED6E5 � 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 POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - 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 . 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" 51MP50N 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. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 5/4" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 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 E06E. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 @ 24" O.G. seal: © copyright : MULHERN & KULP Structural Engineering, Inc. z J� LU w z Z +LU J Q Z U WC T cn i -A Jz W a- a� aF�: czr- C IS m CIS ZI o a o rN 00 _Ile0 M N 0 m� O Q MA project number: 068-1 9051 project mgr: drawn by: issue date: REVISIONS: TSB BC 04- 1 6-2 1 ■ date: initial: ■ sheet: J W 0 _i W J 0 x 0 J LL z 0 U U J Ld z 0 LO C0 0 d SM0.0 0 m r 21'-5" PATIO SLAB: 40 3 %2" GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ 6x6—W1.4xNI.4 0 2 MESH OR FIBER MESH 2 SD —I ON q5% GOMPAGTED 3 %2" STEP SD —I SD —I FILL. F- 7 I I I I I I I I I I I• I I I I • I I � I I I I GONGRETE SLAB: I • 3 %2" GONG. SLAB ON • I 6RADE (2500 PSI MIN.) w/ 6x6-W1.4xNI.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL. p 1 2 SD— I 5 SD— I NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I I I I I I •I I I• I I I I I I I I I I I SD- I I I I I F-- -5 %2" STEP INQ .. I I 6 I I I SD— I I 12'-4" I I ----- --/2� STEP------ INQ 4 I I SD— 3 Y2STEP I SD_I I I I I I I 6 1 GARAGE SLAB: STEP VARIES I SD —I 3 %2" GONG. SLAB ON 6RADE IMF I lop (2500 PSI MIN.) w/ 6x6—W1.4xNI.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED I I I 3 FILL. I I I SD -I I I 1 6 4 SD-1 I I I LU •I 2 I I SD— I L— -- ---� 2 N N N N SD- I I 35'-0 0 m 0 N 2 SD- I 3 SDI 4 I6 "x I6" ENLARGED GONG. FT6. 0 N I 5�AB PLAN SCALE: I/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=1'-0" (IlxI1 SHEET) LEGEND • ® INTERIOR BEARING WALL • E-- - - - --I BEARIN6 WALL ABOVE • BEAM / HEADER • - - - LOCATION AND EXTENT OF SHEARWALL • 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. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal ►111111181,10 �.•�'ES G. FR/L ►�►',`�p.�•�',G � N yr. ��r••: �* 7 yt: STATE OF % 4 •� 41: f�S ... •'a�'%% 1'1111111��►� a`D Z J0= w w z o CD rn z a +wa 0- J L 0 Z� C) t��- C WC/:) .5 mZ' = Q J a) CD z :2 CD W YCO oCCc y m m W G N = M Q 1wr IV M&K project number: 068-1 905 1 project mgr: ,J S B drawn by: BC issue date: 04- `[ 6-2 `I REVISIONS: date: initial: z d o. m Q sheet: a C 0 a 0 0 J LL Z O U J W W � Q J 0 W w Z O J (y) w w �Q J 0� FoN 1 4,0 LEGEND«rrrrri� seal: G. FR�L 351_011 %% %% r • INTERIOR BEARING WALL * ;' 7 t 5'-4" 4'-C " 5'-I I" 5'-I I" C '-2" I_211 4 —/ 1 / 11 �J �f • _ _ _ BEARIN6 WALL ABOVE 70 MB-I MB-I MB-I BEAM /HEADER 01. STATE OF 7IQ k' R F±1 F±1 R -ETE IFRR rf'!►S�'1 • — — — LOCATION AND EXTENT OF SHEARWALL © col ON A►-F�a % - m _ = I I • L _ _ _ J EXTENT OF OVERERAMIN6 CD 0. • INDIGATES /8"A" SAW GUT CONTROL JOINT z J °; • w (V o0 INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) — CD z a o J L METAL HANGER 0 J L N `Q INDIGATE5 POST ABOVE. PROVIDE SOLID Qw N Z a o BLOGKIN6 UNDER POST OR JAMB ABOVE 56-1 MA50NR1' LINTEL DETAILS W :2s REINFORCEMENT m� = rz i MARK PE516NATION TOP BOTTOM SHEAR REINFORCEMENT o MB-1 8F6-OB/OT ----- ----- CD WY C? CO MB-2 8F8-IB/OT ----- (I) 5 y m Cc MB-3 8F16-IB/IT (I) #5 (I) #5 o = CIOQ MB-4 SRFI4-IB ----- ----- _Q) Ivr -�I APPROVED LINTEL MANUFACTURERS ARE: CAST-GRETE, QUALITY PRECAST GO., m AND LOTT'S GONGRETE. IV NOTES: \Q) I. ALL LINTELS w/ SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REOURIED. M&K project number; 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. i 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 l 068-1 g05 1 i 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. project rl S B cn m 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW ,J B MA50NRY LINTEL A55EMBL I E5 iidssuendate: O�" � 5EE 5GHEOULE AND 5PEGIFICATION5 FOR APP'L INFO "- REVISIONS; rr--71 rr---fn t� MIN. (1) GOUR5E/BOND I '+� MIN. (1) GOUR5E/8OND U I LOJ 1 I LOJ I I -_-_ 1 BEAM ABOVE LINTEL 1 -_-_ I BEAM ABOVE LINTEL � GROUTLU GROUT date; initial: IL 12 BOTTOM REINF. 6-1 15 Rz v 1 a, 1 PREGA5T LINTEL w/ 1 A 1 PREGA5T LINTEL w/ -i i` EMBEDDED REINF. z -h i EMBEDDED REINF. 0 I 0 I o MB- o MB-2 O ,— = � m 0 rr--7� I I i l IL 2 TOP GOUR5E, IF I 1 i 1 t� TOP GOUR5E, IF LOJ ^� 1 LQJ 1 2 L____J REQ'D PER ARCH. v I I REQ'D PER ARCH. -0it • x ---- CONT. BOND BEAM TOP REINF. OR GONT. Q BOND BEAM REINF. ¢ z REINF. A5 REQ'D 11 -2 -2 a GROUT GROUT `r BOTTOM REINF. �? O — • - BOTTOM REINF. N PREGA5T LINTEL W �i• V�d n I g EMBEDDED REINF. a.. PREGA5T LINTEL W v { { Ln MB-I z EMBEDDED REINF. z uW o MB-5 N MB-4 cri • • •• a, c REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES SCHEDULES p CV � I �o ■ O I � o � — I m I 0 MB- I = LL ,A, _ R,-' [Nil Z o O I — UI w 0 U N Z J J O Ld Z '— PRO/ I DE (2) #5 MB-1 O F_ BARS 21 IN EAGH DELL LO a MB-5 o _ I 0 ,— i ®® ®® W F_ 0d _O M� W _J 181_8 111_8 5L®CPLAN sheet; 55'-011 % SCALE: I/4"=l'-0" (22x54 SHEET) -- SCALE: I/5"=l'-0" (110 SHEET) Fm2.0 ME 7� H 0 o w H O OO LL O o w LL OPT. B UPLIFT GONNEGTOR SEE UPLIFT GONNEGTOR 5GHEDULE FOR MORE INFO I 5D-2 HIP 61 \ a o r O O w < 7 W � 1 v 1 � O N O � � I �77 I I I oo O i I I I I I I — I IAN\ I z I \ v�- <W CL �o I I 11 \\ I v V I V \ } I \ \ \ j IN\V-2 z O I I I I WH 0 o I II I I \ I I I I I I I I I I I I I I I I I I I ----- -- ---- IL J +_______+-I I I 5TRUGTURAL 6ABLEr ROOF 61RDER• STRUGTURAL 6ABLE r ROOF 6I' r ' TRUSS ElmMI 01 OPT. B UPLIFT GONNEGTOR 3 I D- LONE • ® INTERIOR BEARIN6 WALL • E-- - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL EXTENT OF OVERFRAMIN6 - - —INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. CCU BRA I N6 PLAN SCALE: 1/4"=l'-O" (22x34 SHEET) SCALE: I/8"=1'-O" (Ilxl1 SHEET) ROOF FRAMING • SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE IQ/32" MIN. 05B/PLYWOOD 5HEATHIN6 40/20, EXP05URE I. FASTEN 5HEATH6 TO ROOF MEMBERS w/ 2y2"xO.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 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEG I F I ED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERHI5E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER HTGA $ TPI'5 BGSI I GUIDE TO 600D PRAGTIGE FOR HANDLIN6, INSTALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DH65. 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"xO.131" NAILS ® 16" O.G. UfDL I F-T CONNECTORS BEARIN6 CONDITION TRU55 GONNEGTOR 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 HALL/HOOD BEAM ALL (2) 51MP50N HT520 OPT. A SIMPSON HETA16 51N6LE ROOF TRUSS BEARIN6 ON GMU HALL (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 HALL ALL (2) 51MP50N HETAI6 IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRU55 GON5TRUGTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE HITH THE REGUIREMENT5 OF A5GE--7-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAHIN6 SHALL 5UPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal: ��►►�►►�i�r►►����. �� 5 G. FR �, �*� 7 S •� f i STATE OF itflotilla"', z JLU w w Z o C.D rn z w � J i Q ZZD C) a W� 1- JN CD o Z .2 o W Y cO o Cc CO) m L6 2 C=) W o N M Q 1wr IV M&K project number: 068-1 905 1 project mgr: ,J S B drawn by B G issue date: 04-1 6-2, `I REVISIONS: date: initial: sheet: C O a 0 0 J LL. Z 7 O U J W W0 � Q J w Z 0 � LO Co (y) w w �" a J 0� Sm 1.3 m (5EE UPLIFT GONNEGTOR SGHEDU FOR MORE INFO) FILLED GELLS (SEE PLAN) >8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4" OVER %" FURR STRIPS 6ARA6E -PER BUILDER � (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. �_ (SEE PLAN) @CORNER 50" GROUT CELL 50LID tY GONG. OR PAVER DRIVEW,^ 16 "x8" T{ E06E W, GONT. 8" GMU BLOCK F -1 6ARA6E WALL Rr-Ynwn N THICKEN0 El;)ISE @ GARACE DOOR DETAIL SCALE: NM (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLI D X z cc L GRADE " '-IIIIIIIII-n% =1111 m 8" WIDE CONT. GONG. CURB N 6ARA6E SLAB > F (SEE PLAN) °� e IIIIIIIIIIIIIII d = - _=�h -(I) #5 DOWEL W/ 6" HOOK AT _ ° d III ALL VERT. WALL REINF. III -III-- III-� (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL @ q5% WI PTH 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 G�R�G� GURU n�Tf� I L SCALE: NT5 8" GMU BLOGK- BEYOND EXTERIOR DOOR MTL. THRESHOLD - SET IN SEALANT v PORGH/PATIO/LANAI w SLAB OR PAVERS (SEE PLANS) °d PER MANUF. ° _ _ a III=_ 1=1 m III I I d I I —I 11= I - CLEAN GOMPACTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSWING 1$ SGI;) POURE1:) 51LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) -1 MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD — SET IN SEALANT PATIO/PORGH/LANAI SLAB (SEE PLAN) BUILDER TO SLOPE SLAB TO PROVIDE PO51TIVE DRAINAGE III —III —III —III —I o GRADE ° III III III `Y'=1II=1I1=r�I III I1=1II—III—II1-'' -1 I I —I I� I I I —III ° I —III —III —I I I III —III —III- 1) #5 DOWEL W/ 6" HOOK AT III _ ALL VERT. WALL REINF. III —III-III 1 (SEE PLANS FOR LOCATION) GLEAN COMPACTED 111 1111-I l l 1= FILL @ q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS „rr,_A OTINC SECTION W/ BLOCK DETAIL SCALE: NTS SLOPE f� m GLEAN GOMPAGTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE WF:ATF:n R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° a° � ° dlllllllllllllllll a III —III —III —II a II —III —III —III- ° lII—III—III- . d ! I� I� �I I I - MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY BOOR �ETAI L 6 SCALE: NTS 8"x8" THICKENED SLAB W/ (U #5 GON I . �NAI SLAB TH I CKEN0 El�&E SETA I L 3 SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL (I) #5 VERT. FROM FT6. TO OVER 3/4" FURR STRIPS BOND BEAM. LAP w/ -PER BUILDER FOUNDATION DOWEL MIN. Lfi 30" GROUT CELL 50LID N w HOUSE SLAB PORCH/PATIO/LANAI � (SEE PLAN) SLAB OR PAVERS (SEE PLAN) ° ' I —III —III —III —III I III III III III- d � _° `t EXP JOINT v —III a a III= =III II—III—III— m #5 DOWEL W/ 6" HOOK AT III 111- ALL VERT. WALL REINF. 1 111—III-III-11 III- (SEE PLANS FOR LOCATION) _� I III=III—III 11 GLEAN GOMPAGTED-III III- 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 WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS (b" FROM EA. END OF WALL AND SPACE ® 52" O.G. 2" (6" MIN. EMBED) Ly�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. d n C) d d ° • ° a d (2) #55 GONT. W/ „ 3" MIN. CLEAR 8 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 SPECIFICALLY NOTED ON PLAN. ''�GARAGE STEP DOWN OETAIL 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 50LID tY Z x III —III —III —III —I CS3 o RADE ° III III III III -III -III -III... °°.11-III-III - =-PLI— - PVC CHASE SLEEVE TO BE III III III TWIGE THE DIAMETER OF i I III III —III —III I ,III= PROTECTED PIPE GLEAN GOMPAGTED l l l l l l l l LIII 1 1 1 1= FILL @ q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS �!���En�T�I L seal: %%��►►�►►�i�r►►����. 5 G. FR ., ■�►���'' �C. E N SF . Q ram► �*� 7 S •� f i • STATE OF 4i sio N Ai. S ���►►1�1111►►► z J� w w Z o C.D rn z w � J i Q Z� C- ��- li= �� a W cn ._ 1- a a' J a) o Z -a o D W 0 co o Cc y m 1_6 W o N = M Q 41wr IV MA project number: 068-1 905 1 project mgr: ,J S B drawn by BC issue date: 04-1 6-2 `j REVISIONS: date: initial: sheet: a Cz 0 a 0 0 J LL. Z 7 O U J W W � Q J 0 Z 0 � Y) w w �" a J ��: SCALE: NTS SDw I } FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"xO.113" RIN6 5HANK NAILS 6" D.G. w � < 2x6 FA5GIA -SEE ARCH b" GMU BOND BEAM N/ (1) #5 GONT. S" REINF. GMU WALL - -5EE PLAN FOR VERT. $ HORZ. REINF. SPECS I S�GTION SCALE: 3/4"=1'-O" 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. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR GONNEGTOR 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 $ GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/b"xO.113" RIN6 SHANK NAILS @ 6" O.G. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDON/DOOR, FASTEN BUCK TO MA50NRY N/ (1) RON OF 3i(b"x4" TAPGONS 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. STRUCTURAL GONNEGTION OF NINDON/DOOR TO 5TRUGTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X NDOD BUGK MATERIAL MAY BE ADDED TD EXI5TIN6 2X BUCKED OPENIN6, USE (3) RON5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. EA. SUGGE551VE 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) R0N5 OF 2 Y2"x0.131" NAILS @ 16" O.G. FASTEN NINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER5 5PEG5. ru WINOOW/OOOR 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 DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. FUTURE b" GMU BLOGK T DRILL b" INTO EX15T'6 SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN. 30 LAP SPLICE N \ I I e 6RADE SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN 6ROUTED CELL III —III —I 1=1 a 11=III—III—III= M I —III —I IF ° a ° IIIIIIIIIIIIIIII III- M155EO DOWEL RETRO� I T OETAI L SCALE: NTS SIM. • GMU STEM FOR DROPPED &RAVE • CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ NALL W (1) #5 BENT DOWEL W 24" LE65 S�GTION 3 SCALE: 3/4"=1'-O" 2xbxl2" OR CL OF OPENING 2XSXI2 "P.T. - GENTER BUGK DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X5 P.T. BUCK EACH 51DE OF OPENING -VERIFY GONN. REQ'MT W DOOR MANUFACTURER PROVIDE (5) 3/8" DIA. J-BOLT N/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I y2"x%," THICK NA5HER N/ EACH ANCHOR (15T BOLT TO BE b" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER 6ARA6E CURB W' MAX.) GRG DOOR 11UGK OTA I L K SCALE: NT5 VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI KITH (1) 51MP50N VTGR 24" O.G. TYP I GAL OYER�RAM I NG CONNECTION DETAIL 5GALF-: N.T.S. MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 BOND -BEAM — GONTIN. PRECAST HEADER -------'— b" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, NINDON SILL, OR EQUIV. OR EQUIV. OOUELE WINDOW tA NR Y SI R OIT L ILLE: NT5 TRIPLE WINDOW SIM. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT GORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REIWORGING DETAIL SCALE: NTS SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE FASTEN EA. ROOF TRU55 TD GMU W 51MP50N M5TM16 TN15T STRAP. FASTEN STRAP TO GMU W (4)Y4" DIA. x 2 Y4" LONG TITEN 5GREN5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TD ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAILS ® EA. END. p RI_ I T OTC � L I- SCALE: 3/4"=1'-0" 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 SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: .►►►►►►IaII►►►►,1. G. FR �, ■�►���'' �C. E NSF . Q ram► STATE QF [ri col z Jm w w \/ z z w J a Z U W� T cn i —A J z D W 0 y 2 W oc %J i aE a6 c mas E > �o W aO -le CO 0 CEO m ire O N o a M&K project number; 068-1 9051 project mgr: drawn by: issue date: JSB BC 04- 1 6-2 1 REVISIONS: date: initial: sheet: a Cz J W 0 J W J SD2 d 0 J LL 0 U Ld U J I-- z 0 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. Z LU w w Z o � rn z 0- w J a Z� A m E a > o JN Z m -a o W Y ct 0 coo 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 5TRON6BAGK5 MAY BE (NOT REG'D FOR INSTALLED FOR GON5TRUGTABILI1Y STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REG'D FOR STRUCTURE) DIREGT-APPLIED PLYND/05B DIREGT-APPLIED / \-'L' OR 'T' BRAGIN6 6WB GEILIN6 WEBS DE516NATED BY TRU55 MANUF. TYPICAL TRUSS ELEVATION PERMANENT TRU55 5RAG I NG PETA I L5 $ NOTES SCALE: NONE DIRECT APPLIED GEILIN6 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. a C Q 0 In J VJ LL� z Q W U Q J w J W0 � Q J Ld I-- � Z U � o � J �W � w o� sheet: PBSBw I