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HomeMy WebLinkAboutAPPROVED, Structural [ds] 4.20.2021MA5ONRY LINTEL A55 MBL 15 SEE 5GHEDULE AND SPECIFICATIONS FOR ADD'L INFO rr--Z, rr--_T1 MIN. (I) GOURSE/BOND = I o '�� MIN. (1) GOURSE/BOND a i-J i BEAM ABOVE LINTEL i L-J i BEAM ABOVE LINTEL ---- GROUT CiRour BOTTOM REINF. b. PREGA5T LINTEL W 8 PREGA5T LINTEL w/ z EMBEDDED REINF. z EMBEDDED REINF. o MB-I o MB-2 rr---1, TOP COURSE, IF i �0� ' TOP GOUR5E, IF m I L2J i REQD PER ARCH. v i ____ i REQ'D PER ARCH. 71 TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. z REINF. A5 REQD z GROUT GROUT `t = BOTTOM REINF. BOTTOM REINF. Y PREGA5T LINTEL w/ a PRECAST LINTEL w/ EMBEDDED REINF. � � -�I�{- �-F EMBEDDED REINF. u� o MB-3 N MB-4 MASONRY LINTEL DTA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SFS-oB/oT ----- ----- MB-2 SF8-I5/0T ----- (I) #5 M13-3 8FI6-I5/IT (I) #5 (I) #5 MB-4 8RFI4-I5 ----- ----- 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. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k5i 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW 5HET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB5B-I TRU55 BRAGIN6 DETAILS This item has been electronically signed and sealed by James G. Friling, PE on the date shown on the time stamp using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by James Friling DN: c=US, st=Pennsylvania, 1=Ambler, o=Mulhern & Kulp Structural Engineering, cn=James Friling, email=jfriling@mulhernkulp. com Date: 2021.04.16 14:48:34 -04'00' 6NRAL 5TRU6TURAL NOT5 FOUNDATION • DESIGN IS BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN61NEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 25/4" LON6 TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO510N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6THS IN 28 DAYS, U.N.O.: f'G = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 p5i ...... 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 SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N SOIL OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM C416 F'G=3000 PSI w/ MAX 3/S" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE ASTM Gq0 WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 PSI (F'M = 1500 PSI). ALL MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORES (AS 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 5PLIGE WITH FOOTIN6 DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE 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)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5F61F16ATION5 (TYI=. U.N.O.) DE5CRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS 0 4" o.c. (5) NAILS ® 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (5) TOENAILS* TOP OR SOLE PLATE TO STUD (2) NAILS (5) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.G. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.G. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE (q) NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS $ INTER5ECTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: IC 5 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G ENT = ENGL05ED, +/- 0.15 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 N6 5F6 I F I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPED. 15/32" PLYWOOD OR 05B FASTENED W PI 2V2"x0.131" NAILS ® 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR O5B FASTENED W P3 2Y2"x0.131" NAILS © 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 05B FASTENED w/ �2"xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR 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 FRAMING @ 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.G. USE (8) 3/2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT 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(b SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL I132" THICK, APA RATED 5HEATHIN6 b EXPOSURE 105B OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DE5I6N5 SPEGIFIED. Window � Door Allowable Wind Pre55ure5 IC 5 MPH Wind Zone x o5ure B OPENIN6 SIZE INTERIOR ZONES END ZONE5Q1 6 6arage Door +25.8 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F 16 Garage Door +24.5 P5F/-21.0 P5F +24.5 P5F/-2q.6 P5F 10 SOFT. +2q.4 PSF/-31.q PSF +2q.4 PSF/-3q.3 PSF 20 SOFT. +28.1 PSF/-30.6 PSF +28.1 P5F/-36.1 PSF 50 SOFT. +26.3 PSF/-28.8 PSF +26.3 P5F/-33.2 PSF 100 SOFT. +25.0 P5F/-21.5 P5F +25.0 P5F/-30.5 PSF 500 SOFT. +21 A 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/-1q.3 P5F +22.0 P5F/-q4.2 P5F (DEnd Zone i5 defined a5 the 5maller 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 TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE Iq/32" MIN. O5B/PLYWOOD 5HEATHIN6 40/20, EXP05URE I. FASTEN 5HEATH'6 TO ROOF MEMBERS w/ 2V2"x0.131 RIN6 SHANK NAILS (R5R5-03 OR EQUIV.) 0 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. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ SIMPSON VTGR CLIPS @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. UFL I f7 GONNE6TOR5 BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL (2) SIMPSON HT520 OPT. A 51MP50N HETAI6 51116LE ROOF TRU55 BEARIN6 ON OPT. B (1) 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) SIMPSON HETAI6 T. BEARING ON GMU WALL IT IS 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 TRUSS CONSTRUCTION". M$K HAS EN61NEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. L6�N • E-- _ _ _ = 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. HOLOAN / 5TRAF 56H1UL SYMBOL SPEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 63. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DE516N AGGOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) seal: 6ENRAL 5TRU6TURAL NOT5 • DES16N IS BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F © copyright: MULHERN & KULP DEAD = 1 PSF T.G., 10 P5F B.G. structural Engineering, Inc. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS) z = 30 PSF @ SLEEPING AREAS = 50 PSF @ 6ARA6E w DEAD = 10 PSF (20 PSF TOTAL @ TILE) = z o WIND ULTIMATE WIND SPEED $ EXP05URE AS L15TED rn CD RISK GATE6ORY II z w a 6ENERfi�L FRAM I N6 a °C EZD E • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF#2 OR z �__ 5YP#2 ® 16 O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF OR 5YP W Q) -� 'STUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). cn m Z, � E • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x a a� 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). J Z -a o W 12 co c6 • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED o m r WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). vs W o N • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE - NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" M&K project number: NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 068-1 9051 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. project mgr: JSB 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES ® 3-PLY OR drawn by BC MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL issue date: 04-1 6-21 CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B REVISIONS: FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. @ date: initial: CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • LSL - Fb=2325 p5i; Fv=310 p5i; E=1.55x 10^b p5i • LVL - Fb=2600 psi; Fv=285 p5i; E=2.Ox10^b p5i . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER ~� WITH 3 ROWS OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5Y4"x3Y2" SIMPSON SDS 5GREW5 (OR 3Y2" TRU55LOK SGREWS) 0 16" OIG. USE • A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. C� APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3 Y2" OR 5 Y4" Cz BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 p MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER O WITH 3 ROW5 OFY4"xb" 51MP50N 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 SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM IS ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 ® 24" O.G. Q 0 x FLOOR FRAMIN6 0 LL v1 • I-JOISTS/TRUSSES SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. T T T • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 �z MANUFACTURER, UNLE55 OTHERN15E NOTED. O UT • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. ZI--I U FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. 0 Ld • FLOOR 5HEATHIN6 SHALL BE 23/32 A.P.A. RATED 5TURD-I-FLOOR 7 24" O.G, EXPOSURE I (OR APPROVED EQUAL) TONGUE AND GROOVE J ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 5GREWED w/ IOx2" LON6 6RABBER SGREWS (OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. D ^ w TYPIGAL 5TAIR GON5TRUGTION NOTES z O • (5) 51N6LE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR D T T T LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM Ww C0 Jd (1) SIMP50N A35 CLIP AT EACH STRINGER. I-- • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3 YY UJ 0LON6 TAPGONS. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3NO. 131" NAIL5 AT EACH STUD, WHERE APPLICABLE. sheet: • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. SM0.0 I• 1 35'-0" 10'-0" 3 12'-0" 5D- I .-------7 F-. LANAI SLAB: 3 Y2" GONG. SLAB ON TRADE (2500 P51 MIN.) w/ 6x6-N1.4xN1.4 3 MESH OR FIBER MESH 5D-I L I ON a5% GOMPAGTED - 7 FILL. ALT. � 5D- I I 2 2 3 HU AG 5D- I I SD- I I 5D- I 5D- I 3 /2 STEP II •I 2 I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL V-1 LOCATION DIMENSIONS. 1 1-6 HVAG ' UNIT L_--------3Y2" 5TEP----- 0 5 cv 5D-I 4 I 5D- I 6ARA6E SLAB: • I 3 Y2" GONG. SLAB ON TRADE (2500 PSI MIN.) N/ 6x6-N1.4x4.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. i --r I I I 'I I M N I I . . 5LAE3 PLAN SCALE: I/4"=1'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (110 SHEET) GONGRETE SLAB: 3 Y2" GONG. SLAB ON TRADE (2500 PSI MIN.) N/ 6x6-N1.4xN1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. 6'-3 5/4" 10'-2 1/4" STEP VARIES Low 3 5D- 31Y2" STEP I, .I I4 E —1 ---------------- 8 xl6 THICKENED SLAB UNDER 10 BEARIN6 WALL 5D- I (TYP.) I I• 7 5D- I I 6 11 2 5D- I I 3 5D- I I 5D- I L__ _J 3 5D-I 10'-4" 6" • OR LEGEND • INTERIOR BEARING WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL • I I EXTENT OF OVERFRAMIN6 • INDICATES /8"A" SAN CUT CONTROL JOINT no INDICATES LOCATION OF REINFORCED CMU CORE (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 .cz Z JE=- w D w z z w J a Z U W� a J z D W CO) 2 W = 4IV1wr 1 � M&K project number: 068-1 905 1 project mgr: ,J S B drawn by: BC issue date: 04- `[ 6-2`j REVISIONS; date: initial: sheet: a C 0 FoN 1 4,0 101_011 121_011 131_011 51_211 31_211 1-Q.((�JJ11 of II-4" q'-411 1'-4" el 51 811 4'-611 V 4'-1011 MB-2 a ] O N N O MB- I MB-1 MB- I a o a a a o o a o a 1— T— a a 1 i a a � o � �r Ln a a 0 0 1— '-1011 31_211 I_Q II C�J I MB-3 MB- I MB- I I 0o o 0 0 0 Ri IF±IAF±l � 12"xl2" (TYP. GMU OF 2) PIERS -� 0 11 161_011 11_0 0 I MB-1 11_0 13111_414_C 1 31_211 31_211 i 1_011 - 0 -' 1 Q, 1_011 61_ 311 01-4 II 55'-0 11 Al BLOCK PLAN SCALE: 1/4"=l'-O" (22x54 SHEET) SCALE: I/5"=l'-O" (IlxI 1 SHEET) LEOEN • E-- - - - = BEARING WALL ABOVE • BEAM / HEADER • m = LOCATION AND EXTENT OF 5HEARWALL -- I I EXTENT OF OVERFRAMIN6 0 - - —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT on INDIGATE5 LOCATION OF REINFORCED GMU GORE (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 SRFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 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--- rr--71 =U III I I MIN. (1) GOR5EOND II tII— MIN. (1) GOUR5E/BOND L0LOJ 1 BEAM ABOVE LINTEL 1 I BEAM ABOVE LINTEL GROUT GROUT °W BOTTOM REINF. PREGA5T LINTEL w/ I , I PREGA5T LINTEL w/ z i =—i EMBEDDED REINF. z 4-_-#- EMBEDDED REINF. o MB- MB-2 rr---f-1 TOP GOUR5E, IF TOP GOUR5E, IF 1 LQJ I m I LOJ I I I READ PER ARCH. REQ'D PER ARCH. �----� TOP REINF. OR CONT.. GONT. BOND BEAM BOND BEAM REINF. z REINF. A5 REQD GROUT GROUT `t BOTTOM REINF. BOTTOM REINF. • PREGA5T LINTEL W ' N g EMBEDDED REINF. PREGA5T LINTEL w/ z v EMBEDDED REINF. z u� o MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: ���..S'uG FRi �'►., k; 8 10 r V STATE OF :mow © nor �►ONAi ?►%% CD Z J01= w w Z o C.D rn w � J i a' Q Z� Q(5 C) �Q- C UJ 22 J~ Z (Do o W .2 Y op cO o Cc CO) m Ln W o N � M Q M&K project number: 068-1 9051 project mgr: ,J S B drawn by B G issue date: 04-1 6-2, `I REVISIONS: date: initial: z J 0-, 0 J M sheet: J W Q 0 2 J Q W 2 Ld 0 J d Q x O LL D 0 U Ld U J I-- L Z 0 LJ d Fw2.0 WWA O O o w L ' 18" FLOOR TRU55E5 w Q W_ J } i w Q U_ J } @ I q.2" ac. (MAX) \-Q) m LL \-Q) X m L J LL0L J LLJLL J L J � FLUSH 61RDER TRU55 (2)2x6 (2)I3�4"A FLOOR " LVL 61RDER FLUSH TRU55 OR TYP. 5TA I R SFRAM I N6 7?1 -5EE DETAIL 1/5D-3 37 ST- I 67 ST- I 3 :N� FLOOR FRAM NO PLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: I/V=I'-0" (IlxI1 SHEET) 5T-1 38 5D-2 5T-1 LONE • ® INTERIOR BEARIN6 WALL • — — — BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL F_ � • EXTENT OF OVERFRAMIN6 0 — — —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLI;)OAN / 5TRAF 5CH UL SYMBOL SPED I F I GAT I ON FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 61. TO 5T-I GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE IQ/32" MIN. 05B/PLYWOOD 5HEATHIN6 40/20, EXPOSURE I. FASTEN 5HEATH6 TO ROOF MEMBERS w/ 2y2"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 @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR CLIPS @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'5 BGSI I GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH i SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS @ 16" O.G. UFL I F-T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 5146LE ROOF TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRU55 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 RE5PON51BILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal: ���..'„�'i�FRi �'►., rro� STATE OF :mow . cop /ONAV� z JLU w w z o C.D rn z w J CL. i Q Z� Q� C) czr _Q- 1� c � UJ 2a J~ Z CDo o W .2 Y op cO oCc CO) m L6 W o N = M Q M&K project number: 068-1 9051 project mgr: ,J S B drawn by B G issue date: 04-1 6-2 `j REVISIONS: ■ date: initial: ■ I r C C) 12 'Q p J x a, o J V LL z J Z d Ca U � 0 W J O Q � O J Ld Z LL O Wa 2 � W � F z LLJ J sheet: Sm 1.2B L--- I ----J OO� � A41 N6 FLAN SCALE: I/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=l'-O" (Ilx17 SHEET) I!; L U J L 11 u' L J U J L LON • E-- — — — = BEARIN6 WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 0 — — —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE IQ/2" 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 5UPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal: ���..'„�'i�FRi �'►., rro� STATE OF :mow0. az JLU w w Z o C.D rn z �i w J a� Q Z� Q� C) �Q- 1� C � UJ � a a a' J~ Z aD o -a O W Y CP cO 0 Cc CO) m L6 W o N = M Q M&K project number: 068-1 9051 project mgr: ,J S B drawn by B G issue date: 04-1 6-2, `I REVISIONS: ■ date: initial: ■ sheet: Sm 1.3B FILLED CELLS (SEE PLAN) 0 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4" GARAGE OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO N TOP YIEW BOND BEAM. LAP w/ w HOUSE SLAB FOUNDATION DOWEL MIN. �_ w (SEE PLAN) C C®RNER 30" GROUT CELL SOLID (Y F —1 GONG. OR PAVER GARAGE WALL BEYOND °I II —III —III —III —I DRIVEWAY _ - 0 6RADE ° III III 11 I_ _ -III—III III °a ° ° ° 1=III—III—I 1- m 6ARA6E SLAB 411 (5EE PLAN) - -1—I—I ' 111— m 1111111 °—III-1 I —I I 111 4 1111111111- III— 1) #5 DOWEL W/ 6" HOOK AT aJL° ° ' III ALL VERT. WALL REINF. Q`_ ° I I III —, III —III —III I I I I (SEE PLANS FOR LOCATION) =III=1 III III 1=III=III=III=III=III=11 GLEAN GOMPAGTED FILL ® q5% =11 MONOLITHIC FOUNDATION WI TH 16"x8" THIGKENE =1— EDGE W/ (2) #5 ---III-1 I I-11- —III=1 I I—III=1 :1 I I —I 1 1= STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS GONT. I. � =III=1 I I=1 11=I 1, �� � 2-STORY: I'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS TH I CKENEO EDGE @ CARACE DOOR OETA I L � .FOOTI NO 5ECT1 ON W/ BLOCK OET 1 L SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID X Z 6RADE o z ' :�IIIIIII� SCALE: NTS 8" WIDE GONT. 8" GMU BLOCK GONG. GURB BEYOND N EXTERIOR DOOR GARAGE SLAB MTL. THRESHOLD > (SEE PLAN) SET IN SEALANT PATIO/PORCH/LANAI SLAB (SEE PLAN) SLOPE a BUILDER TO SLOPE I 111=111=1=111= SLAB TO PROVIDE III III III III P051TIVE DRAINAGE ° III —III —III —I I1— ' III—III=c� I —III ° I I I— °=1 I— .� =1 I I —III- ' 1=1 m III I I a 11=1 I F #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III III III —III-- III—� (SEE PLANS FOR LOCATION) I I III —III —III —I - I' ' GLEAN GOMPAGTED III =III= FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS CG R�t(5,E GURB I ETA 1 LC 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS FF -PER BUILDER MTL. THRESHOLD N HOUSE SLAB SET IN SEALANT v (SEE PLAN) PORGH/PATI O/LANA I SLAB OR PAVERS (SEE PLANS) ° a PER MANUF. ° ° —III—III=1 _ I M 11= III III-� I III ° III III III I�I- � III I I I I I I- .III —I =1 ° ° —III —III —I =1 m 111 I I-1 I — 11 a 1—III—I III —III I MONOLITHIC II,,,IIII III III III - GLEAN GOMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 got EXTERIOR OUT5W1 NG 4 56P POURED 51 LL5 OETA I L SCALE: NTS GLEAN COMPACTED` FILL @ q5% STANDARD DENSITY AND TERMITE TRFATFT-) R4.1 FI-FOIL OR EQUAL OVER 3/4" 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 BAR5 �T.RYDOOR nETf� I L NT5 Y2"(Px6" LONG PRE55URE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 ® 4'-0" O.G. PLATE AND 12" MAX FROM 170 END OF WALL It- -I —I —I —I I I —III —III —III —I am UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. NT. BEARING WALL fOOTINCB DETAIL SCALE: NTS 8"x8" THICKENED SLAB W/ (U #5 GON I . TH I CKENEO EOCL E DETA 3 SCALE: NT5 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) V I � EXP JOINT cn �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER N N (In HOUSE SLAB w `(SEE PLAN) W / d d° -- = 1) #5 DOWEL W/ 6" HOOK AT III- ALL VERT. WALL REINF. —III—III— III = (SEE PLANS FOR LOCATION) _� I III —III —II II GLEAN COMPACTED — III-IIII— FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY 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 BAR5 EXTERIOR WALL @ PORCH/PATI 0/LANAI DETAIL SCALE: NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" 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 #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EX15T6 IN GROUTED CELL SLAB, EPDXY $ DRIVE I #5 DOWEL, PROVIDE MIN. - 30" LAP SPLICE I O N z a ° ° 6RADE III III III III _ -1 I I —III —III —III ° a° ° I I—III—III—III-� -III—III—III—III ° � —III=1 I I —III I=1 I I=1 I I=III- III=1 I I=III- M 155EI� DOWEL RETRO� I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE )/2" 6YP. BD. EA. 51DE OF 2x4'5 @ 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND 5PAGE ® 52" O.G. 2" (6" MIN. EMBED) —mac, STUD PLATE TIES PER ? PT BOT. PLAN ® STUD TOP $ PL I BOT. 4 ° d a • (2) #55 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH A5 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 5PEGIFIGALLY NOTED ON PLAN. GARkGE 57EP GOWN DETAIL 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 w HOUSE SLAB FOUNDATION DOWEL MIN. �_ w (SEE PLAN) 30" GROUT CELL SOLID (Y X z< a III —III —III —III —I o BADE ° ° ° . 11-III-III-III-'' z III I —_I PVC CHASE SLEEVE TO BE =III =1—I TWIGE THE DIAMETER OF O III III PROTECTED PIPE - II IIIIIIIII—III I III GLEAN GOMPAGTED 11— III 1 FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 EARS GHSE DETAIL S SCALE: NT5 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PUNS. seal: �.�.� a �811,1"t�'►e rro� STATE OF :mow cop z J� w w z o z w � J i Q a Z� C) .CD �Q- S a W cn a a' JN o Z .2 o W Y CO o CZ ym u� W o N � M Q 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: Cz 0 d Q OC 0 J LL J r W D CaU0 OW � U J J L.I z W O m �' � W �- Q W � �: SD� i PROVIDE 50LID SHIM BETW'N TRU55 ff GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %NO.113" RING SHANK NAILS @ 6" O.G. 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. EXTERIOR WALL 5HT'6. TO RUNS GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO 50LE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL W (3)3Y4"xO.131" NAIL5 MIN. 2 Y2"xO.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM W 51MP50N HETAI6 EMBEDDED 5TRAP @ 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 VALLEY 5ET OVERFRAMIN6 • S�GTION S�GTION 38 SCALE: 3/4"=I'-O" 5EE UPLIFT GONNEGTOR 5GHEOULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 GONNEGT EAGH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL w/ 24" LE65 FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 W 3"x0.131" NAILS @ 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIR5T -PER PLAN TRU55 w/ 3"x0.131" NAILS @ 6" o.c. 2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP & BOTTOM CHORD W (4) 3"xO.131" NAILS. 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EAGH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR @ 24" O.G. MAIN ROOF TRU555 TYPICAL O\l RJR*M 1 N6 CONNECTION DETAIL SCALE: N.7.5. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS @ 6" O.G. -1^ wX =X 2x FA5GIA -5EE ARGH 2x 5HEAR WALL - SEE PLAN FOR 5PEGIFIGATION5. - SGTION 25 SCALE: 3/4"=1'-0" FASTEN ROOF 5HEATHIN6 TO 2x LEDGER W 2 %"xO.113" RING SHANK NAILS @ 6" O.G- ROOF TRU55E5 @ 24"O.G. FASTEN EA. TRU55 TO LEDGER W 51MP50N H2.5T 2x LEDGER -REFER TO "ROOF FRAMING NOTES" (U.N.O. ON PLAN) PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EAGH TRU55 (@ Iq.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON EI/4"=1'-0" 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE W (3) 3 Y4"xO.131" TOENAILS 2x6 BLOGKIN6 IN EA. TRU55 BAY FASTENED TO EAGH GRO551N6 STUD W (3)3 Y4"xO.131" NAILS 5EE DETAIL 37 FOR ADDITIONAL GONNEGTION INFO 8 5HT6. FA5TENIN6 TYPICAL TOP PLATE B PGOTAL >�57N5 DP PL '5 PLAN) 2x4 @ 16"O.G. FA5TENE-P- TO GABLE END TRU55 W (20'xO.131" TOENAILS. 6YP5UM BOARD PER ARCH FOR `� MAX FIREPROOFING &ABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 3Y4"xO.131" TOENAILS @ 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIP5 @ 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DEL. TOP PLATE w/ (1) 51MP50N H2.5T 8 (2)3Y4"xO.131" TOENAILS FLOOR TRU55 -5EE PLAN 8" GMU BOND W/ (1) #5 GONT FA5TEN 5HEATHIN6 TO 2x4- BLOGKIN6 W 2 %"xO.113" RING SHANK NAILS @ 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BRACE w/2x4 T-BRACE, 5PAGED @ 4'-0" O.G. MAX. FA5TEN 2x4 TO 'T' w/ 3 Y4"xO.131" NAILS @ 12" O.G. SECTION 2 SCALE: 3/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"xO.131" NAI I _S A 16" O-r - SETS ION 6 SC/4"=1'-0" MULTI -PLY 5TUD5 (3-MIN) OR P05T 5EE PLAN 3 Y2"x0.131" NAIL5 @ 8" O.G. 2x4 BLOGKIN6 W (3)3 Y4"x0.131" TOENAILS EAGH END x x x (4) 3 Y4"x0.131 " NAILS PROVIDE 2x4 BLOGKIN6 @ 48" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT T16HT BETWEEN TRU55 BOTTOM GHOR05 AND NOTCH AROUND 51LL PLATE FASTEN DRYWALL TO BLOGKIN6 w6GREW5 /NAILS @ 6" O.G. FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"xO.131" NAILS @ 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON W 3"xO.131" NAIL5 @ 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 2x4 LADDER BLOGKIN6 @ 12"o.c TYPICAL 4 STUD CORNER VERTIGALLY IN 15T STUD BAY FOR DRYWALL GONNEGTION. FASTEN BLOGKIN6 AT EAGH END WITH (2) 100 TOENAILS TYPICAL 2 STUD CORNER TYPICAL lNOOO �R*MEO WALL CORNER DETAIL SCALE: N.T.B. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PUNS. EXTERIOR WALL 5HT6. TO RUN GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP $ BOTTOM. FASTEN TO EA. TRU55 VERTICAL w/ (2) 3Y4"x0.131" NAILS 2 Y2"x0.131" @ 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EAGH TRU55 (@ 19.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCK I N6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. S HORZ. REINF. 5PEG5 S�GTION FASTEN 5HEATF LEDGER W 2 Y2 NAILS @ 6" O.G 2x4 FRAMING c (MAX.) FA5TENE LEDGER W (1) H4 LAP 4 FASTEN TOGETHER W (40'xO.131" NAII S�GTION PROVIDE (1) 51MP50N G516 STRAP ON EACH 51DE OF E INTERRUPTED PLATE, 13" MIl LENGTH * PROVIDE 50LID SHIM BETW'N TRU55 GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON W 3"xO.131" NAILS @ 6" O.G. $ 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"x0.131" NAILS @ 6" O.G. FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. 2x6 LEDGER FASTENED TO GABLE END TRU55 W (2) 3"xO.131" NAILS S (1) #10 WOOD 5GREW @ 16" O.G. (EA. TRU55 VERTICAL) 2x4 LEDGER FASTENED TO WALL 5TUD5 W (2) 3"xO.131" NAILS ff (1) #10 WOOD 5GREW @ 16" O.G. TYP. PLUMB I NG CHASE @ 7RU55 SCALE: 3/4"=I'-0' FLOOR TRU55E5 (5EE PLAN) TRU55 MANUFAGTURER TO COORDINATE GHA5E LOGATION5 ff ANY AND ALL HARDWARE REQUIRED AT INTERRUPTED GHORD5 PLUMBING GHA5E seal: t��•�g�►Q'+FRi �'►•, rro� STATE OF :mow CD a z J0c: w w z o ;z rn z a w J m y- Q 5 Zm ZD Q(5 C) czr _Q- CI, --- cn :2 ._ 1- °O E = a_ > . J~ o Z -a o CP W Y cO o c9 ym u� W 2 o N CD M Q rM&Kect number: 068-1 9051 project mgr: ,J S B drawn by BC issue date: 04-1 6-2 `j REVISIONS: date: initial: Cz 0 Q O �/� J V J L- J 4 J Z W D W CaU C] O W � U d _' OC Ca can Z) J w �- z U � o 0Z)'_ W � W WW ° � sheet: SDW2 x . . .. . . . x . . . x . x - --T] -----T —17 � II II II II WINDOW • I I 1 OPENIN6 x V�_ 14" (MIN.) 114" (MIN) iTR x xII II 711 II II II II II II II II x. .. .. x x >< x x SHEAR WALL WITH ED6E NAILING 4 BLOGKIN6 PER PLAN. 51MP50N G516 STRAP CENTERED AT CORNER OF OPENING wl (26) 2Y2"x 0.151" NAILS (28" MIN LENGTH) 2x4 HORIZONTAL FLAT BLOGKIN6. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM ED6E OF WINDOW OPENING. 51MP50N G516 STRAP CENTERED AT CORNER OF OPENING w/ (26) 2Y2"x 0.131" NAILS (28" MIN LENGTH) 2x4 HORIZONTAL FLAT BLOGKIN6. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM ED6E OF WINDOW OPENIN6. • REQUIRED AT ALL OPENINGS 6REATER THAN 36" HIDE 4 AT ALL OPENIN65 LOCATED WITHIN P3 SHEAR NALL5. • STRAPS TO BE INSTALLED ON EXTERIOR FACE OF 5HT6. 4 MAY BE MOVED V2" FROM ED6E TO ALLOW FOR NINDON NAILIN6 TYP I CAL EXT. WALL $ 1 NT. 5HEARWALL OPENING ELEVATION SCALE: NTS 2x&AT OR CL OF OPENING 2XSXI2 P.T. CENTER BUCK 3/8" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT N/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2"A," THICK NA5HER N/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER GARAGE CURB 0" MAX.) G Rt6 DOOR 11UCK DET� I L K SCALE: NTS DBL. TOP PLT. BEYOND NAILIN6 PATTERN PER NAILIN6 5GHEDULE FLOOR 5Y5 M BEYOND GMU WALL BEYOND NOTE: MIN fib" NIND5TORM OR EQUIVALENT NALL 5HEATHIN6 TO BE USED A5 UPLIFT RE515TANGE, NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS. NOTE: ACTUAL NUMBER OF FASTENERS NOT 5HONN S LE, THING ELEY. DETA I L N SCALE: NTS ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I NFORC I NO DETAIL SCALE: NTS BY NINDON/DOOR MANUFACTURER NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDON/DOOR, FASTEN BUCK TO MASONRY N/ (1) ROW OF We,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF NINDON/DOOR TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUCKED OPENING, USE (3) RON5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) RON5 OF 2Y2"xO.131" NAILS @ 16" O.G. FASTEN NINDON/DOOR TO 2X PER NINDOW/DOOR MANUFAGTURER'5 5PEG5. H (mNTS DOW/DOOR BUCK DETAIL E: BOND -BEAM — _ __—GONTIN. PREGA5T HEADER —­­'— 8" GMU PIER _L ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE NINDON SILL, NINDON 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L M 5ONR1' P1E11 11ETA1L SCALE: NT5 TRIPLE WINDOW SIM. P RETRO I T DETA I L SCALE: 3/4"=1'-0�1 SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TN15T STRAP. FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAILS @ EA. END. TOLERANCES: ALL DIMEN5ION5 TO BE HELD NITHIN +/-Y4" I" EDGE 1 1/2" EDGE 0 311X0.13I "x3" COMMON z w NZ: Q w II N I I N 11 11/2" 21/211 t N i I I 3"x0.131 "x311 'v COMMON OPP. 51DE z II °� N q (2)2X4'5 (2)2X6'5 (2)2X COLUMN SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE PROVIDE 50LID BLOGKIN6 A5 REQ'D FOR STRAP FA5TENIN6 2 1/2" EDGE 0 z N t N 2 1/411 3"x0.131 "x3" COMMON — 3"x0.131 "x3" COMMON OPP. 51DE (2)2X8'S z v D_ N a� 111 IT/' IT'1C IN51DE PLY NAILS NAILED AT 8" O.G. 5TA66ERED. OUTSIDE NAILS NAILED AT 8" O.G. 2X EUILT-UP STUD COLUMN DETAIL5 SCALE: NTS FULL DEPTH BLOCKING FASTEN EVERY OTHER / (Vb" 056 (MIN), 13/4" LVL OR TRU55 TRU55 (w/ WEB BLOCKING FLOOR TRUSSES BLOGKIN6 PER MANUF.) @ 48" A5 REQ'D) TO 2x BLOGKIN6 -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 w/ (1) 51MP50N A35 CLIP w/ (I) 51MP50N A35 CLIP—, Q RETRO� I T DET� I L SCALE: 3/411_ I I-011 FASTEN EVERY OTHER TRU55 TO GMU w/ 51MP50N MT5M16 TN15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DONN TO GMU wl (3) Y4" DIA. x 3 Y2" LON6 TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU NALL 5HT6., TO 2x BLOCKING w/ %NO.131" NAILS @ 3" o.c. ED6E D 15TANGE PER DETAIL 211 3"xO.131 "x3" COMMON I 3"x0.131 "x3" D__ COMMON `n OPP. 51DE l D15TANGE PER DETAIL OUTSIDE (2)2X'5 (5) OR (4)2X COLUMN SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE X FLOOR TRU55E5 \ -PER PLAN FASTEN BLOGKIN6 TO GMU w/ 51MP50N MT5MI6 TN15T STRAP. FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2Y4" LON6 TITEN 5GREW5 2x6 FLAT BLOCKING TO EA. 51DE OF 056 BLOGKIN6 (16" MIN. LEN6TH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKIN6 w/ 3NO.I31" Aild TOENAILS @ 3" o.c. LTROFIT DETAILE: 3/4"=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. cz z_ cc w w z o CD z < w J a Z� A C-) g4 C W cn a .5 1- m E Q > JN CD o Z .2 o W 0 -q CEO y m L6 W o N oQ M&K project number: 068-1 9051 project mgr: .J S B drawn by: BC issue date: 04-1 6-2, `I REVISIONS: date: initial: CZ. (L C O Q O �/� J V J L- J < � z W C] U Ca O W U J � J 0Ld r � 1— Z U � o Z) W �W �j LIJ °� sheet: SDm3 PERMANENT ROOF TRU55 BRAGIN6 NOTES: (SINGLE FAMILY HOME OR TONNHOU5E GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. HOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYN000/055 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M8K FOR BRAGIN6 DESIGN. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.N.B. GEILIN6 4. NEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (HEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: NHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAHIN6, UTILIZE 'V OR 'L' BRAGE5 (REFERENCE BG51-133 F16URE5 133-18 4 B3-19). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 133-22 8 BG-23 15 ACCEPTABLE. • 'T' 8 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • 'L' 8 'T' REINFORGIN6 TO BE A MINIMUM OF G0% OF THE LENGTH OF THE HEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO NEB/VERTIGAL W/ 16d 6UN NAILS (0.131x3 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: HHEN THREE (5) OR MORE 51MILARLY GONF16URED ROOF TRUSSES AL16N, CONTINUOUS RON5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS RON5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. RON5 SHALL BE LAP 5PL16ED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION NEB w/ (2) Ibd GUN NAILS (0.13N3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 I5 TO BE CONTINUOUS. PROVIDE ONE RON OF DIA60NAL BRAGIN6 AT VERTICAL NEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABLE END NALL 8 ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. seal: ►��•tgt►d'+FRi �'►., rro� STATE OF :mow c cop ►S,S�+ONAL�C'Ij ►•tip 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 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 O �/� J V J L- J � � z W C] U Ca O W U J � J 0rLd � 1— Z U � o Z) W �W �j W °� sheet: PBSBw I