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HomeMy WebLinkAboutAPPROVED- Eden Model - FL - Lot 34 - Structural Drawings - SSMA50NRY 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. o MB-I o MB-2 7 i i i I TOP GOUR5E, IF I I �� TOP GOUR5E, IF I LOJ 1 Fn L�J 1 I I READ PER ARCH. REQ'D PER ARCH. L____,l TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. z REINF. AS READ z 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 MA50NRY 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 6FI6-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 G. Fri, i • 10 • 7 8 � • w 'O •. STATE OF •, �/ • 1� -.,�'�s , 4 O R , 0�,,�. 0,S•...... �ON A� 0 " 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=jfri l i ng@m u l hern ku p.com Date: 2021.04.16 14:48:08 -0400' 5HEF.7 L 15T I NI X 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 50-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL 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 WALL5 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 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 psi:....... 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 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. • 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 PSI). 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 ALIGN 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 LOCATIONS WHERE SLAB CRACKS 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 50LE 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 @ 2411O.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 WALL5 (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 DES16N 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 5HA7H I NO 5F0 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 2Y211x0.131" NAILS ® 6" o.G. ALON6 PANEL EDOE5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR O5B FASTENED W P3 21/2"x0.131" NAILS © 3" o.c. ALONG PANEL ED6E5 AND 1211 o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 1/16" PLYWOOD OR 05B FASTENED w/ 222"xO.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 5TRUGTURAL 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) 3/2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 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 CONSIDERED 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 327(6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL 1/32" 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 DE5161\15 SPECIFIED. Window i Door Allowable Wind Pre55ure5 IC 5 MPH Wind Zone Lx osure B OPENIN6 SIZE INTERIOR ZONES END ZONES0 8' 6arage Door +25.8 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F 16Garage 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 P5F/-33.2 P5F 100 SOFT. +25.0 P5F/-27.5 P5F +25.0 P5F/-30.5 P5F 500 SOFT. +21.q PSF/-24.4 PSF +21 A PSF/-24.4 P5F SOFFIT (HIP) +22.0 P5F/-bq.3 PSF +22.0 P5F/-bq.3 PSF SOFFIT (6ABLE) +22.0 P5F/-7q.3 P5F +22.0 P5F/-q4.2 PSF (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% o mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of .6 to obtain ultimate pressures. Soffit pressure 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 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) 3"x0.131" NAILS ® 16" O.G. UFL I f7 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) SIMP50N HT520 OPT. A 51MP50N HETAI6 SINGLE ROOF TRU55 BEARIN6 ON OPT. B (I) HETAI6 EVERY TRU55 + (I) GMU WALL (OPT. A TYP. U.N.O.) ADD'L HETAI6 EVERY OTHER OOF 63. FLUSH BEAM OR FLOOR ALL (2) 51MP50N HETAI6 T. BEARING ON GMU WALL IT 15 THE RESPONSIBILITY OF THE 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-7-16. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING SHALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. L��N • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • m 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. OLOAN / 5TRAF 5OH�UL 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 AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) H) GENERAL 5TRZTURAL NOT 5 • 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 (INCLUDING STAIRS) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED R15K GATE6ORY 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 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 HALLS 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 5TUD5 SPEG I F I ED AT A SUPPORT INDIGATE5 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"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 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 7/16" 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 50LID 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=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A6 psi . FOR 2 8 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" O/C OR 2 ROW5 Y4"x3Y2" SIMP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 3 ROW5 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 3Y2" OR 5Y4" BEAM5 ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" SIMP50N 5D5 5GREW5 (OR 6 3/4" 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 EDGE. A SOLID 7" 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. seal: © copyright : MULHERN & KULP Structural Engineering, Inc. z JLU W D W z Z W J Q Z� U WC T cn Jz D W 0 a- a� a� czr- C Cc-- :2 cn m E o a o N 00 0 0 mL6 O N M Q M&K project number: 068-1 9051 project mgr: drawn by: issue date: REVISIONS: TSB BC 04-13-21 ■ date: initial: ■ W 0 z J d I-- U OC H sheet: a Cz 0 J W 0 0 Z LIJ 0 UJ 0 Lt1 0 Z LLL o > a z d 0 LU U J 1~ W SM0.0 2 SD-1 35'-0" mime W- 25'-0 I' • • — — — — — — • rl— - 3 /2'' STEP I I� a 5D- I I I � I V-1 I --- lei LANAI SLAB: 3 %2" GONG. SLAB ON 6RADE (2500 PSI MIN.) N/ bxb-W1.4xW1.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL. GONGRETE SLAB: I 3 %2" GONG. SLAB ON 6RADE (2500 PSI MIN.) N/ bxC-W1.4xNI.4 MESH OR FIBER MESH OVER C MIL. POLY ON q5% GOMPAGTED • I FILL. I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I • I I I I I � I-011 op I I • U . -----3/211 STEP--- • r- I I 4 4 I I I I 5D I I STEP VARIES I I N I I 5D- I I I STEP I' 2 I •PA•• I _ I I 6 I �, I• I I I • I � I I I I I 3 I I I I 5D-I 5D-I 2 5D-I 12'-0" • 35'-0" 5LA5 PLAN SCALE: I/4"= I'-0" (22x34 SHEET) SCALE: I/5"= I'-0" (I Ixl7 SHEET) LEGEND • ® INTERIOR BEARING WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • 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. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal ■■■'�tirtuerr�r 00 STATE OF ; ��►: © poi�ONAyCD E■•■ Z J0= w w Z o C D rn z a wa 0- 0 J L 2 Z� U t —CX Ui S CI- CD � m � CD = Q JZ :2 CD W YCO oCc y m L6 W cmN = M Q 1wr IV M&K project number: 068-1 905 1 project mgr: ,J S B drawn by: BC issue date: 04- `[ 3-2, `j REVISIONS: date: initial: z d o. m Q sheet: a C 0 Q uJ Q w z O J � 0 0 N x z z � o LLJ W 5 Q F, J LLJ J n FoN 1 4,0 I RIM 1 _0 _I 0 r 35'-0 11 1_411V Q 1-511 V 51_1011 V 41_6II V �I_�II V 1-61I V 41_all 41_411 31_211 41_6II I_411 1/ 1_011 1_411 121_011 41_411 181_811 351_011 a i C) I r— SCALE: I/4"=l'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI 1 SHEET) LE6EN • ® INTERIOR BEARIN6 WALL • — — — 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. MASONRY LINTEL SETA I LS 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'5 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 MASONRY LINTEL ABS MBL 15 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR APU L INFO rr--71 II II II MIN. (1) GOR5EOND t_II— MIN. (1) GOUR5E/BOND LO1 LO1 BEAM ABOVE LINTEL I BEAM ABOVE LINTEL w _ 6ROUT GROUT Q BOTTOM REINF. # 4 PREGA5T LINTEL w/ I , I PREGA5T LINTEL w/ z EMBEDDED REINF. z 4-_-#- EMBEDDED REINF. o MB-1 MB-2 rr--�� i i 1t� TOP GOUR5E, IF i 11 TOP GOUR5E, IF I LQJ 1 m I LOJ I I I READ PER ARCH. REQ'D PER ARCH. �----� TOP REINF. ONT. GONT. BOND BEAM BOND BEAM CO R GOz RA5 REQ D � GRROUOU T 6ROUT `t BOTTOM REINF. BOTTOM REINF. • PRECAST LINTEL w/ ' N g EMBEDDED REINF. PREGA5T LINTEL w/ v } z 4__D_ - EMBEDDED REINF. z u� o MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES EW seal: G "F'��■►► S 1V S►�. �NQ� ���■. M -0 74 z STATE OF © Coi ►yONAy,��a,aa CD Z J01= 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 0 Cc ym Ln W o N � M Q M&K project number: 068-1 905 project mgr: ,J S B drawn by B G issue date: 04-13-2 `j REVISIONS: date: initial: z d J 0.. U O J M sheet: Q UJ C� w z O J LL. 0 O z � O LLJ w U Q J LLJ J (n Fw2.0 nPT R I IPI IPT r.nNNPr.TnP F c r LONE • ® INTERIOR BEARIN6 WALL • E-- - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL F- � • EXTENT OF OVERFRAMIN6 0 - - —INDICATES I/8"A" SAW GUT CONTROL JOINT ROOF FRAM NO PLAN SCALE: 1/4"= I'—O" (22x34 SHEET) SCALE: I /V = I'-0" (I l x I1 SHEET) 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 CD z Joc w w Z o z � w J i a� Q Z� Q(5 C) �Q- 1� C � W � a � ._ °O E a a' J~ Z aD o -2 o W Y op cO 0 Cc 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: 04-13-2 `j REVISIONS: ■ date: initial: ■ C O z d J � J Q � Z LLJ C� W° z J LL LL Z U LL 0 L1j U 0 LLJ °n sheet: Sm 1.3 FILLED CELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4" 6ARAGE OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO N \ / �A� '�®� Y I/ `l BOND BEAM. LAP w/ cv W HOUSE SLAB FOUNDATION DOWEL MIN. _� w (SEE PLAN) �G®RN R 50" GROUT CELL SOLID [Y GONG. OR PAVER 6ARA6E WALL BEYOND < --_ — °I III —III —III —III —I DRIVEWAY _ - o GRADE ° III III III ad m 6ARA6E SLAB 4 (SEE PLAN) o =_`' III ° —111-111- —I m l l l III-1 d 1I- - 1) #5 DOWEL W/ 6" HOOK AT d e e ° III ALL VERT. WALL REINF. d _ I' 1 _ III— — (SEE PLANS FOR LOCATION) —I 1= III III GLEAN COMPACTED FILL ® q5% II �I MONOLITHIC FOUNDATION WI TH 16"x8" THIGKENE = EDGE w/ (2) #5 —III—III—III—III—III— - STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS GONT. „ 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS THICK N O�EFD6E GARAGE DOOR 1IET IL P00TIN6 5 CT1ON W/ BLOCK O TAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z X GRADE o z : IIIIIII� -f m SCALE: NTS 8" WIDE GONT. 8" GMU BLOCK GONG. CURB BEYOND EXTERIOR DOOCz R w 6ARA6E SLAB MTL. THRESHOLD (SEE PLAN) SET IN SEALANT PATIO/PORGH/LANAI SLAB (SEE PLAN) SLOPE I HId BUILDER TO SLOPE ° III —III —III —III— SLAB TO PROVIDE III —WWI III P051TIVE DRAINAGE III —III —III —I 1—I— d°� I I —III —III —III I— .� — h�i�=�1) #5 DOWEL W/ 6" HOOK AT _I ° d III ALL VERT. WALL REINF. — -- —� (SEE PLANS FOR LOCATION) III —III —III —I - ''' GLEAN GOMPAGTED FILL ® q5% WI PTH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS G�R�G� CURB D�T�IL 5 SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD FF ks) HOUSE SLAB SET IN SEALANT N w (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) e °d PER MANUF. ° ° III=III= a � a III=III—III III III III II II —III —III —III- ° II—III—III- GLEAN COMPACTED` FILL @ q5% STANDARD DEN51 TY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSK NG $ 56r� POURED SILLS DETAIL "'i MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS GLEAN COMPACTED` FILL @ q5% STANDARD DEN5ITY AND TERMITE Tf2FATF1-) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 EARS DOOR n�Tf� I L 6>�TS� 8"x8" THICKENED SLAB W/ (U #5 GON I . �NAI SLAB THICKENED EDGE DETAIL 3 SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL (I) #5 VERT. FROM FT6. TO OVER %" FURR STRIPS BOND BEAM. LAP w/ -PER BUILDER FOUNDATION DOWEL MIN. ui 30" GROUT DELL 50LID N w HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) Fill —III-111-111 III III III III- d° ° —I cx I I I —III—III—III—I I i —I EXP JOINT v °d I1111111 I1 11 —I I I —I —_—_(1) #5 DOWEL W/ 6" HOOK AT III ALL VERT, WALL REINF. III —III —III— III; (SEE PLANS FOR LOCATION) =1 1 III —III —III I I GLEAN COMPACTED( — FILL ® q5% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. 51DE OF 2x4'S @ 16" O.G. Y2" J-BOLT5 6" FROM EA. v END OF WALL AND 5PAGE ® 52" O.G. 2" (6" MIN. EMBED) —EE, 7- STUD PLATE TIES PER ? PT BOT. PLAN ® STUD TOP $ PLT. BOT. - ° ° ° L °° d ° ° � O d 4 a (2) #5'S CONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, 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 57EF GOWN OTA I L SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ c� HOUSE SLAB FOUNDATION DOWEL MIN. �_ w (SEE PLAN) 30" GROUT CELL 50LID (Y X °I I I —III —III —III —I o RADE e III III III ° III -III -III -III ° ° 11-III-III-III- z = — PVG CHASE SLEEVE TO BE III —III = TWIGE THE DIAMETER OF O III III III PROTECTED PIPE II III III —ICI —ICI � III GLEAN COMPACTED III — 1, — FILL ® q..-1 5� WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS GH�S� �1TAIL S SCALE: NTS seal: a,.aIG "F%■01 .► S 1V S►�. �NQ� ���■. STATE OF :141 4 ID 4 OR 01.11, a © col ►yNAy,��aar CD z Joc w w z o z w � J i Q Z� A C) �Q- C a W cn •� a a' JN aD o Z a o W CP 0 cO o Cc CO) m L6 W o N = CD M Q 1wr IV MA project number: 068-1 905 project mgr: ,J S B drawn by B G issue date: 04-13-2 `j REVISIONS: date: initial: sheet: Cz 0 Q UJ C� w z O J LL. 0 O z � O 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 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 SGTION SCALE: 3/4"=1'-0' 2 3/R"x0.113" RIN6 SHANK 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. REO'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. GURB 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 EOUIV. OR EQUIV. DOUBLE WINDOW L M 50NR" F I IR DTI 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 SECTION 6 SCALE: 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 EDGE 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. WI 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 � SLAB, EPDXY 8 DRIVE I #5 DOWEL, PROVIDE MIN. 50" LAP 5PLIGE I O N I z d ' 111= 6RADE _ ;III III III III ° a° °� III IIIII =III III —III —I a —III —I — III —I I —III III —I 1= IIIIIIIIIIIIIII1*� 70 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: G "F'��■►► STA-rE OF :10 Lri Z col ID CD to lit" z J0c: w w Z m C.D rn z w a- J i Q m ZZD 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 CD o N M Q M&K project number: 068-1 905 1 project mgr: ,J S B drawn by BC issue date: 04-13-2 `j REVISIONS: date: initial: C 0 v 1 J C] J uJ p LiO z ,� 0 � z Z)0 O U z �W UJ CC C) co cf) LLJ _J Cf) sheet: SD2 seal: �,.�t'J G "F'0+■.0f��. PERMANENT ROOF TRU55 BRAGIN6 NOTES: R��� v� •• GSNB�' � r' (SINGLE FAMILY HOME OR TONNHOU5E GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) * ; � 7 B 1. 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 •O' METAL PLATE CONNECTED HOOD TRUSSES," (2008 EDITION). STATE OF101 2. TOP CHORD BRAGIN6: ►Ai` •'•. O N .••' dly� TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYNOOD/055 5HEATHIN6. © col �'�►,,A 10h AI.E�r►��� • 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 (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: 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. • FASTEN '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 CD a Z� A C-) g4 aEii m E a > o JN Z m -a o W Y ct 0 CEO y m L6 4+ 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/055 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 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: 04-13-21 INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REG'D FOR REVISIONS: STRUCTURE) date: initial: GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRUSS BAY A5 5HONN 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 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 �j o Q W Lj O � Q Z L 0 O >: Cn F- x z D LdD U z (—) LLJ z) Ld u M D 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