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HomeMy WebLinkAboutAPPROVED WS 19 - Structural Plans [ds] 3.22.2021 MA50NR'1 LINTEL ASSEMBL I E5 &ENERAL 57RU07URAL NOTE5 THIS MODEL HAS BEEN DES 16NED IN ROOF FRAMI N6 GENERAL 57RU07URAL NOTES seal: SEE SCHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECT ON I F�O�) •SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. MIN.(1)GOUR5E/BOND I I ��MIN.(1)GOUR-cfMOND FOUNDATION TRUSS CONNECTORS.�gJ i BEAM ABOVE LINTEL I L OJ i BEAM ABOVE LINTEL ---- -_-- LATERAL DESIGN REQUIREMENTS FOR THE • HOOD FRAME ENGINEERING IS BASED ON NDS, NATIONAL DESIGN = 6ROUT 6ROUT •ROOF SHEATHING SHALL BE Iq/32" MIN. OSB/PLYWOOD SHEATHING BOTTOM REINF. FOLLOWING WIND SPEED EXPOSURE ONLY: SPEGIFIGATION FOR WOOD CONSTRUCTION - LATEST EDITION. • DES16N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. / EXPOSURE I. FASTEN SHEATH'6 TO ROOF MEMBERS w/ 2Y2"x0.131" PRECAST LINTEL w/ PRECAST LINTEL w/ 20' • DE516N LOADS: EMBEDDED REINF. z 8 EMBEDDED REINF. RING SHANK NAILS (R5R5-03 OR EQUIV.) ® 4" O.G. AT PANEL EDGES MB-1 MB-2 • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR ROOF LIVE = 20 PSF ©copyright:MULHERN&KULP 0 0 /�5 MPH - XP @ 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG DEAD = 7 PSF T.G., 10 PSF B.G. Structural Engineering,Inc. MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF I'500 PSF. TRUSSES w/ RING SHANK NAILS ® 3 O.G. (U.N.O.). PROVIDE BLOCKING LOAD DURATION FACTOR = 1.25 • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE WIND I MPORTANG ACTOR = .O ALONG PANEL E06ES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. a c0 TOP COURSE,IF FLOOR LIVE = 40 PSF (INCLUDING STAIRS) I t�TOP GOUR5E,IF I °J I PROVIDE H STYLE CLIPS ALONG UNSUPPORTED EDGES. m I LOJ I I I REQV PER ARCH. OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED Z _ = 30 PSF @SLEEPING AREAS u I I REQ'D PER ARCH. _ ----' TOP REINF.OR CONT. Q GONT.BOND BEAM SOUTHERN PINE #2. INTERNAL PRESSURE GOEPP G 1 ENT - = 50 PSF @ 6ARA6E cc w REINF.A5 REQD ROOF SHEATHING FOR MAIN ROOF TRU55ES SHALL EXTEND z BOND BEAM REINF. ? • _6ROUT •FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG DEAD = 10 PSF (20 PSF TOTAL @ TILE) 1"I'1 c., 6ROUT _ BOTTOM REINF. GLO�J � /- O 8 GONTINUOUSLY UNDER ALL OVERFRAMIN6. z o PRECAST LINTEL w/ TAPGON5 0 32 o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER WIND ULTIMATE WIND SPEED � EXP05URE AS LISTED CD BOTTOM REINF. - •__a Ur � a, EMBEDDED REINF. PLATE, 12 MAX. FROM PLATE ENDS. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ RISK CATEGORY 11 z z PRECAST LINTEL. Z EMBEDDED REINF. z v 1 ANY WIND SPEED/EXPOSURE NOT LISTED HERE SIMPSON VTGR CLIPS @ 24 O.G. • BUILDER TO VERIFY CORROSION-RESISTANGE GOMPATIBILITY OF + L<LJ o MB-3 ry MB-4 6ENERAL FRAMIN6 HARDWARE � FA5TENER5 IN CONTACT W PRESERVATIVE-TREATED REQUIRES FORMAL EVALUATION $ APPROVAL • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 E r WOOD. CONTACT LUMBER HARDWARE SUPPLIERS TO GOORD. FROM M+K STRUGTURAL EN6INEERIN6. MANUFACTURER, UNLESS OTHERWISE NOTED. • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF#2 OR � a l� �/ l� •CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN . C-' c MASONR I L I NTEL DETAILS L5 THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, ERECT AND INSTALL ROOF TRU55ES PER WTGA 4 TPI 5 BGSI I 5YP#2 @ 16 O.G., OR BETTER (TYP. U.N.O. ON PLANS). CM GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR SYP W i REINFORCEMENT U.N.O.: EXTERIOR 4 SHEAR iNALL OF METAL PLATE CONNECTED WOOD TRUSSES." 'STUD' 6RADE LUMBER @ 16" O.G. OR BETTER (TYP. U.N.O. ON PLANS). �' � Z3 MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT f'c = 2,500 psi: ....... FOOTINGS T� O° Fz- 2,500 psi: ....... 5LAB5 ON 6RADE (INTERIOR � EXTERIOR) 5 #E T #I NG Si�EG I I G TI ONS •ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. • ALL INTERIOR SHEARWALLS SHALL BE CONSTRUCTED WITH 2x a Q MB-I 8F8-OB/OT ----- - FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. H -- f = 60,000 psi ...... REBAR c y p 5TUD 6RADE MEMBERS SPACED ® 16 O.G. (MAX.). Z MB-2 8F8-IB/OT ----- (I) #5 • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS •SUPPORT PORCH � SHORT SPAN ROOF TRU55ES w/ 2x4 LEDGER Lu INDICATES LOCATION AND EXTENT OF SHEARWALL • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED o q- THAN SFI6-IB/IT (1) #5 (1) #5 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. WHICH REQUIRES SHEATHING AND/ OR FASTENING FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. m WITH 2x 5TUD 6RADE MEMBERS SPACED @ 24 O.G. (MAX.). vs ____ • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. 5PECIFIGATION5 BEYOND THAT OF STANDARD W o N MB-4 SRFI4-B ----- - CONSTRUCTION • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM KING STUD, MINIMUM. APPROVED LINTEL MANUFACTURERS ARE: CAST-GRETE, QUALITY PRECAST GO.,AND LOTT'S CONCRETE. VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE SYMBOL SHEAR PANEL SPED. UPLIFT CONNECTORS - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE - • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR NUMBER OF JACK STUDS REQUIRED, U.N.O.. NOI.EALL LINTELS W SPANS GREATER THAN W-O" SHALL BE PRESTRESSED. H SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.D P S/3211 PLYWOOD OR OSB FASTENED W BEARING CONDITION TRUSS CONNECTOR • ALL HEADERS, BEAMS OTHER STRUCTURAL MEMBERS SHALL BE 2. SHORE FILLED LINTELS AS REOURIED. �2 xO.13I NAILS @ 6 o.C. ALON6 PANEL LENGTH , HOOKS 5PRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. •GROUT SHALL BE ASTM G476 F'c-3000 P51 w/ MAX 3/8" AGGREGATE ED6ES AND I2'' o.C. IN THE PANEL FIELD. < 15' SIMPSON H2.5T BETTER (KILN-DRIED). 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. - SINGLE ROOF TRUSS BEARING ON 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5i • CONCRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM 15/32" PLYWOOD OR OSB FASTENED W WOOD STUD WALL/WOOD BEAM • FACE NAIL MULTI-PLY 2x BEAMS HEADERS W/ 3-ROWS OF 3"x0.131" M&K project number: > 15' SIMPSON HIOA NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES @ 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. GOMPRE551VE STRENGTH OF Ig00 PSI (F'M = 1500 PSI). ALL P3 2/12"xO.13I" NAILS @ 3" o.C. ALON6 PANEL 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2xb 4 068- 1 9 05 1 7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON ED6ES AND I2'' O.G. IN THE PANEL FIELD. ROOF 61RDER TRUSS BEARING ON ALL (2) SIMPSON HT520 2x8 MEMBERS. AGI 530/530.1 WOOD STUD WALL/WOOD BEAM OPT. A SIMPSON HETAI6 • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS @ 16" O.G. project mgr: JSB • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SINGLE ROOF TRUSS BEARING ON STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR �%u111u,,1 Digitally signed by James BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL GMU WALL (OPT. A TYP. U.N.O.) (U HETAI6 EVERY TRUSS + (I) drawn by: ]`/[,JT ���� G. fi �i,� OPT. B MORE CONDITIONS. �S R�</ �i�, Fri ling i n EXTEND INTO BOND BEAM AT TOP WALL AND SHALL SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 1/I6" PLYWOOD ADD L HETAI6 EVERY OTHER . REFER TO CONNECTION SPEGIFIGATIONS TABLE FOR ALL issue date: ,,........ ti g 03� �2 N S�.,.�,��� .• �• ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30 OR 05B FASTENED w/ 2k2"x0.131" NAILS � 6" O.G. AT ALL PANEL OOF 6.T. FLUSH BEAM OR FLOOR ALL (2) SIMPSON HETAI6 7 8 • * • DN: c=US, st=Pennsylvania, LAP SPLIGE WITH FOOTING DOWEL. .T. BEARIN6 ON GMU WALL CONNECTIONS (TYP. U.N.O. ON PLANS). 1=Ambler, o=Mulhern & Kulp EDGES AND ® 12 O.G. AT CENTER. (U.N.O. ON PLANS) • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 7/I6" OSB REVISIONS: • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN FASTENED w/ 2Y2"x0.131" NAILS 6" O.G. ED6E5 12" O.G. • , 4, Structural Engineering, I. ALL PANEL EDGES SHALL OGGUR OVER FRAMING OR 2X THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 date: initial: STATE OF ; g g' • BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL tL ALL BOND BEAMS ARE TO BE 8 GONT. FULL LENGTH OF WALL w/ ••A� OR`�P'• ���� cn=James Friling, (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) AND FASTENING UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. S�ON email='frilin @mulhernkul .c . # CONNECTORS INACCORDANCE WITH THE REQUIREMENTS OF ASGE--116T • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS �11�+��s„%�� g p PROVIDE (I) 5 BAR GROUTED SOLID ON EACH SIDE OF ALL 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO CONTINUOUS TO FOUNDATION/BEARIN6. Om MASONRY OPENIN65 AND AT ALL WALL CORNERS. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL STUD FRAMING @ 16'o.c. MAX. U.N.O. ON PLAN. SUPERSEDE THE TRUSS This item hasbeenonth timelstampdingadigidbyJamerG.Friling,PE Date: 2021 .03.17 08:22:10 VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP SPECIFICATIONS AND LOADS SH WNEON THE HOP CARD. • ENGINEERED LUMBER v= MEET OR EXCEED THE FOLLOWING: onthe date shown on thetime stamp usinga digital signature. • •L5L - Fb-2325 psi; Fv-310 psi- E- S5x0^6 ps Printed copies of this document are not considered signed and sealed _O n,oo, AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY 3. ALL SHEARWALLS SHALL HAVE DOUBLE TOP PLATES - - - andthesignaturemustbeverifiedonanyelectroniccopies. 4 GELL, AND SHALL BE LOCATED AT A MAXIMUM OF b'-O" O.G. IN FASTENED TOGETHER w/ 3Y2"xO.131" NAILS ® 16"o.G. USE (8) •LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^6 psi EXTERIOR WALLS. (AS SHOWN ON PLANS) 3/2"xO.131" NAILS @ EA. LAP SPLIGE. (TYP. U.N.O.) . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - LEOEN� WITH 3 ROWS OF 3"x0.131" NAILS 8" OIG OR 2 ROWS Y4"x3Y2" Cz BUILDER TO VERIFY. 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR SHEARWALLS SIMPSON SDS SGREWS (OR 3)/2" TRUSSLOK SGREWS) @ 16" OIG. USE • AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. Cz •PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB AND BELOW OPENINGS. • INTERIOR BEARING WALL APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE Q, ED6E5, AND OTHER LOCATIONS WHERE SLAB GRAGKS ARE LIKELY I TOP � BOTTOM NAIL5/SGREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" C TO DEVELOP. EXACT LOCATIONS PER BUILDER. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL . --- BEARING WALL ABOVE BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 � 2x8 • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH CONSTRUCTION REQUIREMENTS. MEMBERS. OF THE SLAB (I" FORA 4" SLAB) • � BEAM / HEADER • JOINTS SHALL BE LOCATED 12'-0" O.G. (RECOMMENDED) OR 6. ALL EXTERIOR WALLS ARE CONSIDERED SHEARWALLS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER O • LOCATION AND EXTENT OF SHEARWALL WITH 3 ROWS OFY4"x6" SIMP50N SDS SGREWS (OR 6 3/4" TRUSSLOK 15-0" O.G. (MAXIMUM) 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, SGREWS) @ 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS r-.-.-71 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT • L._._._.J EXTENT OF OVERFRAMIN6 OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE FRAMING MEMBERS. ONLY FOR TRUSSLOK SGREWS). LOCATE TOP AND BOTTOM SGREW5 8. A MAXIMUM OF TWO I'-4" WIDE x 2'-0" TALL OPENIN65 ARE • 1NDIGATES 1/8"xI" SAW GUT CONTROL JOINT 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. CONNE07I ON 5FEG I F GATI ON5 (T` F. U.N.O.) PERMITTED TO BE GUT INTO INTERIOR SHEARWALLS 50 LONG • ALL INTERIOR WALL STUDS IN GONTAGT w/ GMU WALLS SHALL BE AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 INDICATE5 LOCATION OF REINFORCED GMU GORE PRESERVATIVE TREATED AND FASTENED w//4" DIA. X 4" LONG EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE El (SEE NOTES) TAPGON5 @ 24" O.G. d DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS ENDS OF THE SHEARWALL. J I_ METAL HANGER Q JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD INDICATES POST ABOVE. PROVIDE SOLID Q SOLE PLATE TO JOIST/BLK'G. (3) NAILS @ 4" o.c. (3) NAILS @ 4" o.c. PSI OR P52, OR APA PRP-108 WITH 32/, SPAN RATING (MAX.) BLOGKIN6 UNDER POST OR JAMB ABOVE. -J STUD TO SOLE PLATE (2) TOENAILS (5) TOENAILS* L_ TOP OR SOLE PLATE TO STUD (2) NAILS (5) NAILS 10. NOTE: IF FIRE-RATED DETAILS ARE REQUIRED BY THE (n RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS ® 6" o.c.* ARCHITECTURAL PLANS, THE SHEATHING USED IN THE-FIRE I,�I I T T T BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* RATED 65SEMBLIE5 SHALL BE NOMINAL 1%2" THICK, APA HOL�OIl`lN / STRAP 5C HE:%L w Z' DOUBLE STUD NAILS @ 24" o.c. NAILS ® 16" o.c. RATED SHEATHING . & EXPOSURE LOSE OR PLYWOOD PER DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS ® 16" o.c. U.S. PRODUCT STANDARD PSI OR P52, OR APA PRP-108 IN SYMBOL SPEGIFIGATION O Q � DOUBLE TOP PLATE LAP SPLIGE (q) NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA ACCORDANCE WITH THE UL DESIGNS SPECIFIED. TOP PLATE LAP @ CORNERS (2) NAILS (2) NAILS FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO Z j Ld INTERSECTING WALLS I Window � Door AI Towable Wind Pressures GMU WALL w/ (1) SIMPSON MSTGM40 STRAP w/ (12)Y4" J W SHEET LIST INDEX NAILS. 0.II3 15 AN AGGEPTABLE(ONLY ACCEPTABLE WHERETERNATIVE TO O ARE HOWN)A 3'x0.120", SAME SPACING OR NUMBER OF 16 5 MPH Wind One x osure B 5T-I FOR REDUGED STRAP GAP. OR SHORER�TAPGON5T5 _J z � � Q �/' SHEET DESCRIPTION SHEET TITLE OPENING SIZE INTERIOR ZONES END ZONESo (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) w O 5-0.0 STRUCTURAL NOTES 6 Garage Door +25.5 P5F/-28.3 P5F +25.8 P5F/-32.3 P5F �-1 L F-1.0 SLAB PLAN 16 6arag e Door +24.5 P5F/-27.0 PSF +24.5 P5F/-2q.6 PSF 1 z F-2.0 BLOCK PLAN 10 SOFT. +2q.4 PSF/-31.q PSF +2q.4 P5F/-3q.3 PSF 0 20 SOFT. +25.1 PSF/-30.6 PSF +28.1 PSF/-36.7 PSF 5-1.3 ROOF FRAMING PLAN 50 SOFT. +26.3 PSF/-28.8 PSF +26.3 PSF/-33.2 PSF Z) '--� U) 50-1 FOUNDATION DETAILS 100 SOFT. +25.0 P5F/-27.5 PSF +25.0 P5F/-30.5 PSF � T L 1 SD-2 STRUCTURAL DETAILS 500 SOFT. +21.q P5F/-24.4 P5F +21.q PSF/-24.4 P5F �-1 i T T ]- SOFFIT (HIP) +22.0 PSF/-6g.3 P5F +22.0 PSF/-6g.3 PSF 1 "''-' O < PSB5-1 STRUCTURAL DETAILS SOFFIT (6ABLE) +22.0 PSF/-7q.3 PSF +22.0 PSF/-q4.2 PSF (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% o mean roof height. sheet: 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 SM0 . 0 1111111//� sea 211-511 6 -8" 6'-I " .,����Q�•.��G E IVS�,•,'VC • ® INTERIOR BEARIN6 WALL *.� 7 8 PATIO SLAB: •' 3 Y2" GONG. SLAB ON . E--___-:i 13EARIN6 WALL ABOVE 6RADE (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 BEAM / HEADER STATE OOF �% 2 MESH OR FIBER MESH 2 - LOCATION AND EXTENT OF 5HEARNALL © ,,,���s`s�0NAL�% , m 5D-1 ON q5% GOMPAGTED 3 Y " STEP 5D-I 5D-I m '�2 1,1111111,04 FILL. - : : : : : :i EXTENT OF OVERERAMI N6 L'_' - J C7 z - - - - - - - - - - - - - - - - - - - - - - - - - _- - - � • INDIGATE51/8"A" SAN GUT GONTROLJOINT Jw w I I INDICATES LOCATION OF REINEORGED GMU GORE z I El C7 M (SEE NOTES) z `- Q w � I I J L METAL HAN6ER J Q I I INDICATES P05T ABOVE. PROVIDE 50LID E E • I I I I BLOGKIN6 UNDER POST OR JAMB ABOVE. .S� S- REFER TO 5-0.0 FOR TYP I GAL W 5TRUGTURAL DOTES SGHEDULES = a JZ o • I I I I � Yto _ O � � UJ oQ I GONGRETE SLAB: I 3 Y2" GONG. SLAB ON I • I 6RADE (2500 PSI MIN.) w/ 6x6-WI.4xWl.4 MESH OR I I M&K project number: FIBER MESH OVER 6 MIL. I o I i POLY ON a5% COMPACTED I 068- 1 905 1 I � FILL. I I project mgr .J S B cr NOTE: REFER TO BLOGK drawn by: M JT PLAN FOR ALL DOWEL I issue date: . j .2 •j 2 I LOCATION DIMENSIONS. I I 2 REVISIONS: date: initial: I I I I o I I i I o 'Cz I I � I , r -3 Y2" STEP I I I I I 5D-I I N 181_011 -1 121-411 el d L - - - - - - - Y2�� STEP- - - - - -PA I I 3 0 0 J I I..r.� 4 I I 3 Y2'e STEP I SDI I I I � SD-I I 16"x16" ENLAR6ED z 6ARA6E SLAB: • GONG. FT6. STEP VARIES D I• I 3 Y2" GONG. SLAB ON 6RADE 0 I (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 I I • — • U MESH OR FIBER MESH OVER 6 I I I ,� W MIL. POLY ON G5% GOMPAGTED I I I 3 UJ U - I FILL. W - I I J z 0 LU = I I I 2 N N N N SD-I 5�AE F AN sheet: \� SCALE: I/4"=1'-0" (22x34 SHEET) 4'-8" - SCALE: I/8"=1'-O" (IIxl7 SHEET) FoN 35-0 • LEGEND sea 35-0 11 ��� P��SG'N oe 51_411 41-// 11 5'-1 l" 5'-1 l" /1-211 �_2'� i( ? v �f r �% iJ • INTERIOR BEARIN6 WALL * ; 8 ' 10 • = BEARIN6 WALL ABOVE =.o MB-I MB-I MB-I STATE OF •:�W� J • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL c �� ••••••• F. O � 0 N A11,,��� % m — EXTENT OF OVERFRAMIN6 z • CD INDIGATE5 I/8"A" SAW GUT CONTROL JOINT °,1�, ❑• LU (V ❑ INDICATES LOCATION OF REINFORGED GMU GORE z o El -0 rn (SEE NOTES) z a w o J L METAL HAN6ER J Q �q INDIGATE5 P05T ABOVE. PROVIDE SOLID Z = a o BLOGKIN6 UNDER POST OR JAMB ABOVE. A v o MA50NR1' LINTEL DETAILB LU REINFORCEMENT = Q MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT � o -2 o CV MB-I SFS-OB/OT ----- ----- Ly W CO op MB-2 SFS-IB/OT ----- (I) #5 y m` Ln o MB-3 SFI6-IB/IT (I) #5 (U #5 p� M Q ❑• MB-4 8RFI4-I5 ----- ----- - APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., - AND LOTTS GONGRETE. m NOTES: IV ❑i I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. M&K project number: ❑i = 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k5i 068- 1 905 1 i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. N CO 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW m project mgr .J S B ❑ MA50NRY LINTEL A55EMBL I E5 dsue date:y: MJT 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 03- 1 1 -2 1 Ln MIN.(1)GOURSE/BOND x '�-�MIN.(I)GOUR5E/BOND REVISIONS: J� U I LOJ I V I LOJ I BEAM ABOVE LINTEL Q I----I BEAM ABOVE LINTEL LU L' GROUT GROUT date; initial; O ° BOTTOM REINS. • PREGA5T LINTEL w/ I PRECAST LINTEL w/ ❑ ` # EMBEDDED REINF. `� # EMBEDDED REINF. 0 0 MB—I MB-2 CIS 0 _1 m i i--i i TOP COURSE,IF 1 La m i Its TOP GOUR5E,IF I I � I I REQ'D PER ARCH. I I REQ'D PER ARCH. ii x v ____ GONT.BOND BEAM -O TOP REINF.OR GONT. < REINF.A5 REGO z BOND BEAM REINF. RE 6ROUT -2 -2 O �� GROUT `r • - BOTTOM REINF. ^` BOTTOM REINF.oe a PREGA5T LINTEL w/ Cz•V�.l PRECAST LINTEL w/ v 8 EMBEDDED REINF. •�•� EMBEDDED REINF, z u� ,n MB-Kil ail MB-3 N MB-4 o REFER TO 5-0.0 FOR T"rP I GAL C�1 � a 5TRUGTURAL DOTES SGHEDULES p N � I r 1 (Y> MB- = L c� ftl z o O 1 — �- U r> 1� W W U 0 0 ❑ N � J I~ N J O I � � w z PROVIDE (2) #5 ❑ MB-1 ❑ ❑ O BARS IN EACH DELL = U? MB-3 _� U '�' UJ � Wi o � 1 -4 10 1_01 1 4 3 41-/ 3, g„ 3,_g„ 1 -o 1—I 0 BLOCK PLAN sheet: 35'-0" ��oe le SCALE: 1/4"=1'—O" (22x34 SHEET) SCALE: I/8"=I'—O" (I IxI1 SHEET) Fw2 . 0 OPT. B UPLIFT GONNEGTOR sea �������G lot (SEE UPLIFT GONNEGTOR SCHEDULE FOR MORE INFO) LE6 NP ROOF FRAMING ,.���s• Ri4,ti,,�� . * • INTERIOR BEARING WALL •SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF 8 5D-2 TRU55 CONNECTORS. _ • • --- BEARING WALL ABOVE • ROOF SHEATHING SHALL BE W52" MIN. 05B/PLYWOOD SHEATHING %�• STATE OF �W� • BEAM / HEADER 40120, EXP05URE I. FASTEN 5HEATH'6 TO ROOF MEMBERS w/ 2Y2"x0.131" mop 1..�� OP,: ?�•` RING SHANK NAILS (R5R5-05 OR EQUIV.) ® 4" O.G. AT PANEL EDGES '.,FS,•.........R ,.•�� • — — — LOCATION AND EXTENT OF 5HEARWALL @ 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG �� TRU55E5 w/ RING SHANK NAILS ® 5" O.G. (U.N.O.). PROVIDE BLOCKING Z, EXTENT OF OVERFRAMIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. O O L---' -J PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. z —INDICATES I/8"A" SAW GUT CONTROL JOINT 'ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND w r v CONTINUOUSLY UNDER ALL OVERFRAMIN6. = z o L � INDIGATE5 LOCATION OF REINFORCED GMU GORE 6' El • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ z (SEE NOTES) 51MP50N VTGR CLIPS @ 24" O.G. '-'-' J L METAL HANGER J \\ HIP 61RDER,TRUSS // • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS � E INDICATES P05T ABOVE. PROVIDE SOLID MANUFACTURER, UNLE55 OTHERWISE NOTED. Z ZD a o BLOCKING UNDER POST OR JAMB ABOVE. C \ / • ERECT AND INSTALL ROOF TRUSSES PER WTGA TPI S BGSI i _ m \ / "GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRACING o OF METAL PLATE CONNECTED WOOD TRUSSES." cn \ / m • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. = a ; \ / L N FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. Q O ® Jz � m \ / •SUPPORT PORCH SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER uU o CO FASTENED TO FRAMING w/(2) 5"xO.151" NAILS ® 16" O.G. D 0 0 y m � LU m o \ / M C:)- I � Ai �� IIII_ BEARING CONDITION TRU55 GONNEGTOR LENGTH I I o l I I I I I I < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON W WOOD STUD WALL/WOOD BEAM M&K project number: > 15 SIMP50N HIOA 51 ROOF GIRDER TRUSS BEARING ON ALL (2) 51MP50N HT520 O68~ O ii SD-2 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS BEARING ON OPT. A 51MP50N HETAI6 JSB project mgr ' ------------------- GMU WALL (OPT. A TYP. U.N.0) OPT. B (1) HETAI6 EVERY TRU55 + (I) drawn by: MJT � ADD'L HETAI6 EVERY OTHER issue date: I III I I I ROOF 6.T. FLUSH BEAM OR FLOOR ALL (2) 51MP50N HETAI6 O�~ � � ~2 � T. BEARING ON GMU WALL IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN REVISIONS: ° I THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-20I4 date: initial: NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT 5D-2 I CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR ------ ------ SPECIFICATIONS AND LOAD5 SHOWN ON THE SHOP CARDS. ------------------------- I I --------------------- WK i7l I o o I I I I I R���R TO 5-O.O FOR TYi�I GAL �•� I STRUCTURAL NOTES � SGH�DUL�S 'CzCU � ox- Cz (T \ I I N I 3 } I \ \ \ �-2 Z O \ I WH I \ Ion I o O I -7 I I r-----------------i I T_ Z II--I-- / I I I OGC I I F____ I / \ I _____ ------- T Z / — 0 / \ \ U w UJ \\ HIP 61RDER TRUSS \ \ 5D-2 R---------------------------------------- ----------- ------ - J HIP 61 RDER TRU55 \ I I I � LL w LU 5D-2 iT Z = lug O o U--► TT co LU O ° l IL ' Fir I Z Ld II I I O W �- ROOF FRAK N& FLAN sheet: 5D-2 SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-0" (IIxl7 SHEET) SD-2 OPT. B UPLIFT GONNEGTOR '(SEE UPL I FT GONNEGTOR SGHEDUL Sm 1 . 3 FOR MORE INFO) sea ♦♦♦♦�` g G. Fq/ ,��♦`'Q,,.��CENS 46. C 10� *��• 8 ' * STATE OF FILLED DELLS '�,��`s• O R��•' ����� (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL Y2" GYP. BD. EA. 51DE `- ��S��NAL���`♦ 411 OVER 3/4" FURR STRIPS OF 2x4'5 ® I6" O.G. fill GARAGE � -PER BUILDER (1) #5 VERT. FROM FT6. TO Y2" J-BOLTS 6" FROM EA. a c� N T®� Y1 BOND BEAM. LAP w/ N HOUSE SLAB END OF WALL AND z FOUNDATION DOWEL MIN. �_ v (SEE PLAN) SPADE ® 32" O.G. J o= @ CORNER 30" 6ROUT CELL 50LID z LU 2" (6" MIN. EMBED) 1 U N E-Q, 7- STUD PLATE TIES PER z rn F -1 V � � PT BOT. PLAN ® STUD TOP ff � GONG. OR PAVER GARAGE WALL � < a ° — —° — } PLT. BOT. w DRIVEWAY BEYOND _ - ° III=III=III= ° ° ° °° ° ° , CD Li O GRADE ° - 1=III=III=III. ° + a m - - - - - =i ° ° l� m E =III=III=[Y III ° =III=III - ATIO/PORGH/LANAI SLAB _ ° ° E GARAGE SLAB - III= = I I° =I I =I I I-1 11- (SEE PLAN) o a Z 1 o m (SEE PLAN) o  `� III ° 11 =I I =I 11- a � 4 ° � 1) #5 DOWEL W/6" HOOK AT GRADE a ° ° 1 1 — ALL VERT. WALL REINF. _ �i� cn .5 °-- aI III=III=1 =III (SEE PLANS FOR LOCATION) =I III-I - 1=III=III=III=1 m -III -III= = = -I 1=III=I -1 (2) #5 5 GONT. W/ —III—III- I' GLEAN GOMPAGTED 1= —I —i 3" MIN. CLEAR _ - I-III-III-III-III-I I I i I 11- Q III=III=III= =III=III- =� FILL ® 95% WI 'T MONOLITHIC FOUNDATION 6"x8" THICKENED III-III=III=III=III— ~ I6"x8" THIGKENE -III—III— - =III— - = STANDARD DENSITY W/(2) #5 GONT. ON CHAIRS "— =� —"' Z CO o E06E W/(2) #5 - —III- -III—III—III= SLAB W/ (I) #5 GONT. ,,, Y cc6 GONT. I-ITI=ITI=I 1=� 2-5TORY: 1'-4" WIDE y m US w/ (2) #5 BARS UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND W o N I-5TORY: 1'-0" WIDE ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A `'' ML W/(2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. - 0T�A� �INID 1DO1 0ARA0 DOOR D1TAIl �0 �71O 5 OT1 ON W/ 5LOCK D TA 11 TH I CKEN D DOE D TA 0�%�OESTEP DOWN D TA ISC SCALE SCALE: NTS M&K project number: 068- 1 905 1 project mgr: .J 5 B drawn by: M.JT S" GMU BLOCK S" WIDE GONT. S" GMU BLOCK ., S" GMU BLOCK R4.1 FI-FOIL OR EQUAL (I) #5 VERT. FROM FT6. TO R4.1 F13FOIL OR EQUAL 8" GMU BLOCK R4.1 F13FOIL OR EQUAL issue date; 03 '� '� .,2 '� GONG. CURB BEYOND OVER %" FURR STRIPS OVER FURR STRIPS OVER FURR STRIPS (1) #5 VERT. FROM FT6. -PER BUILDER BOND BEAM. LAP w/ -PER BUUILDER -PER BUILDER EXTERIOR DOOR FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO vi REVISIONS: TO BOND BEAM. LAP w/ HOUSE SLAB 30" GROUT CELL 50LID \ w HOUSE SLAB BOND BEAM. LAP w/ \ w HOUSE SLAB FOUNDATION DOWEL GARAGE SLAB MTL. THRESHOLD (SEE PLAN) , (SEE PLAN) FOUNDATION DOWEL MIN. v (SEE PLAN) date: initial: PORGH/PATIO/LANAI - Lu - w MIN. 30" GROUT CELL > (SEE PLAN) SET IN SEALANT SLAB OR PAVERS �' 30" 6ROUT CELL 50LID tY SOLID PAVERS (SEE PLAN) z Q ° ° (SEE PLANS) a ° ° - ° Q z d ° a v ° Q ° 4 ° °I-I ° ° ° ° ° ° I�I-III-III-III= a ° ° ° ° ' III-III-III-III-I a� 0 6RADE e III-III-III-III-11' III-III=1 =1 11=11' - 1=1I 1=1I 1=1 1=1I1- o �� ° 1=1I 1=1I 1=1 1=11 (T) EXP JOINT -III 1=1 1=1 o - -III__ -I II-III=III _III__ -I -III-III - _ III II -III-III_ =III-II -III - =1 m III = I I-I 11= 1=1 cn III =1 =1 1= m -1 =1 -1' z =111= - PVC CHASE SLEEVE To BE #5 DOWEL W/ 6" HOOK AT — = IF =— _ 1) #5 DOWEL W/ 6" HOOK AT _III—III ° III=III-1 TWICE THE DIAMETER OF Q) ALL VERT. WALL REINF. -III= —_ _ _-111—I' VERT. WALL REINF. O �I =III=III—_ _ _=III=_I �., III-I III III-III-_ I I 1=1 I' III I I III-III-III 111— ' 'I III-III-III-I I 111= -' 'I I III III-III-III I -III �oTEGTED PIPE ,�' - — _ (SEE PLANS FOR LOCATION) -III- - =III—I MONOLITHIC -� III= = (SEE PLANS FOR LOCATION) -III III=III=III- ~ Cz Cz GLEAN GOMPAGTED GLEAN COMPACTED = �_ FOUNDATION W/ (2) #5 GLEAN COMPACTED —III-III- GLEAN COMPACTED =III �+ MONOLITHIC FOUNDATION FILL ® G5% GONT. ON GHAIR5 FILL ® 95% FILL 45% WI TH MONOLITHIC FOUNDATION WI TH MONOLITHIC FOUNDATION FILL ® 95% STANDARD WI TH STANDARD DENSITY WI TH W/(2) #5 GONT. ON STANDARD DENSITY W/(2) #5 GONT. ON GHAIR5 Cz STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE GHAIR5 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/(2) #5 BARS w/(2) #5 BARS w/(2) #5 BARS w/ (2) #5 BAR5 I-STORY: 1'-0" WIDE I-STORY: 1'-0" WIDE I-STORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE O W/(2) #5 BARS W/(2) #5 BARS W/(2) #5 BARS W/(2) #5 BARS G R�t,5E�CI�RllD T I �� I:OOR DETAI 1NALL @F0ROH/FATI0/LANAI D1TAII O1� DETA1L � SCALE: &Ef�101R � SCALE: NT5 0 ' 0 v L 8" GMU BLOCK _1T BEYOND R4.1 FI-FOIL OR EQUAL ~ r EXTERIOR DOOR OVER 3/4" FURR STRIPS z MTL. THRESHOLD - N -PER BUILDER O SET IN SEALANT HOUSE SLAB 0 (SEE PLAN) Lu PORCH/PATIO/LANAI I� ,� W SLAB OR PAVERS T T T () (SEE PLANS) ° ° I�..I D Q J PER MANUF. =1 I I-III-d I-III ° I I I=1 11=1 11=1 11= O � ° ° I I-III-III-III- Lt1 III= ° 111III=11I- Z 'I=1 m III a I I-III-I 1 I- III-I 1= =1 - -1 1=1 =_ 1=1' Q O III II III-III-III III- = MONOLITHIC GLEAN COMPACTED III=III= FOUNDATION W/ (2) #5 FILL ® 45% STANDARD WI TH GONT. ON CHAIRS Ld DENSITY AND TERMITE TTT I-' TREATED 2-5TORY: 1'-4" WIDE 0 �.L.I 0 w/(2) #5 BARS 1 T J I-5TORY: 1'-0" WIDE ^� W/(2) #5 BARS sheet: d EXTERIOR OUTSWIN6 4 56D FOURED 51LL5 DETAIL -I SCALE: NT5 SDw I sea `%��������u,,,��� P��G•••... �� PROVIDE SOLID SHIM BETW'N TRU55 � S ff CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. g PROVIDE 50LID 5HIM BETW'N TRU55 WHERE TRU55 15 GREATER THAN I Y2" *: ff CONNECTOR IF TRU55 LOCATED FROM UPLIFT GONNEGTOR, REFER TO = ; LE55 THAN I Y2" FROM CONNECTOR. TYPICAL RETROFIT DETAIL P. . 4u WHERE TRU55 15 6REATER THAN I/2" VALLEY SET '�; FROM UPLIFT GONNEGTOR, REFER TO oou ��� �••S4 O R�0•' N OVERFRAMIN6 TRU55 uuo . ,�•• �••••••••• `: �. FASTEN ROOF SHEATHING TYPICAL RETROFIT DETAIL P. �AA��AN ROOF ITH5 SExOJl36 TO 000uoo ALL LAPS IN MASONRY 25" ` ,�046%/ONA„ �%%%, /111 TO FA5GIA WITH 2 %"x0.II3" RIN6 5HANK NAILS @ 6" O.G. o00000 RING 5HANK NAILS 5EE UPLIFT GONNEGTOR a c� @ 6 RUNNIN6 BAR O.G. SCHEDULE ON PLANS FOR z CONNECTOR 5PEGIFIGATION5 J L IN w 2x6 FA5GIA oioioi LU jA 5EE UPLIFT GONNEGTOR -5EE ARCH oioioi = z o 5GHEDULE ON PLAN5 FORF rnGONNEGTOR 5PEGIFIGATION5 REINF. MASONRY LINTEL/ BEAM oioioi MAIN ROOF 5HEATHIN62x6 FASCI - 5EE PLAN FOR 5PEGIFIGATION5. .� w -5EE ARCH PROVIDE M015TURE BARRIER J L Q 8" GMU BOND BEAM PLATE (PER TRU55 MANUF.) @ E lEj ZD CS W/(1) #5 GONT. EACH TRU55. FASTEN EACH OVERFRAMED � Q CJ Q 8" REINF. GMU WALL CONNECT EACH END OF � MASONRY LINTEL TO TOP OF TRU55 TO TRU55 BELOW Z45 BENT CORNER BAR c -5EE PLAN FOR VERT. VERT WALL REINF. TO WITH (1) SIMP50N VTGR CLIP HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM PIER/ WALL w/ (1) #5 BENT W — DOWEL w/ 24" LE65 24 O.G. MAIN ROOF TRU555 GROUTED CELL m Ei Q > J ~ CD Z . o CP CO TYFICAL OYERFRAMING T*'F. CORNER VERT. WALL = o 0 co S GTI ON CONNECTION DETAIL RE I NFOR01 NG DETAIL CA o Q SECTION SCALE: 3/4"=1'-0" A SCALE: N.7.5. G SCALE: NTS I SCALE: 3/4"=1'-O° BOND-BEAM 2xbxl2" OR CL OF OPENIN6 2XSXI2"P.T. GONTIN. PREGA5T HEADER�� M&K project number: CENTER BUCK 068- 1 905 1 NOTES: 5EE DETAIL I ON project mgr: J S B BOND-BEAM I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF • 3/8" DIA. ANCHOR A P 5 OR drawn by: M.JT ADDITIONAL CONNECTION WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 6" INFO NOT 5HOWN HERE issue date: 03- 1 1 -21 FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF 2X4 P.T. TOP BUCK 8" GMU PIER BUCK. ENTIRE COLUMN TO PRECAST • EN GROUT FILLED FA5TEN EA. ROOF TRU55 TO GMU w/ REVISIONS: HEADER 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 2X6 OR 2X8 P.T. BUCK 51MP50N M5TMI6 TW15T 5TRAP. 5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN EACH 51DE OF OPENIN6 FASTEN 5TRAP TO GMU w/ (4)Y4" DIA. x 2 date: initial: THI5 GA5E. -VERIFY CONN. REQ'MT w/ Y4 DOOR MANUFACTURER ° LONG TITEN SCREWS 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X • s GA5T-GRETE GA5T-GRETE PROVIDE M015TURE BARRIER BUCKED OPENING, U5E (5) ROW5 OF 3"xO.131" NAILS 5TA6 EMBEDMENTT AT EACH DOORR BRACKET,® 12" O.G. @ PROVIDE /8„ DIA. O 5 KET, WINDOW SILL, WINDOW SILL, PLATE (PER TRU55 MANUF.)EA. SUCCESSIVE BUCK. EACH SIDE OF DOOR. PROVIDE I y2"x3i(b" OR EQUIV. OR EQUIV. EACH TRU55. EACH AN 4. MIXIN6 OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENING THICK WASHER W/ CHOR (15T BOLTTO BE 8" MAX ABV. CURB REST EQUALLY PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. ROOF TRU55E5 @ EVERY OTHER BAY SPACED APPROXIMATELY 24" O.G.) FASTENED TO GMU w/ (5)Y4" DIA. x 3/2" LON6 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) TAPGON5. FASTEN BLOGKIN6 TO ROOF ROWS OF 2 y2"x0.131" NAILS I6" O.G. FASTEN WINDOW/DOOR TO 2X PER TRU55E5 w/ (2) 3/4"xO.131" NAILS @ EA. END. 4) BUCK SPECIFIED WINDOW/DOOR MANUFAGTURER'S 5PEG5. START BOLTS AFTER BY WINDOW/DOOR GARAGE CURB (8" MAX.) •'� MANUFACTURER �+ a OOUBLE WI NOOW Cz �_110T 11T�I LHWI NDONDOOR BUCK OETAI L G R G BOOR BUCK � T L MASONRY ROT I L " SCALE: NM SCALE: NT5 L SCALE: NTS TRIPLE WINDOW SIM. O NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL Q DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN 3. FOLLOW MANUF. IN5TALLATION HERE 0 IN5TRUGTION5. J LL FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6 z" INTO EXIST'6 I IN 6ROUTED CELL SLAB, EPDXY $ DRIVE O #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I O n W I I__I w ° °I =1 1=1 1=1 1=1 Q GRADE I—III—III—I II_I I I I�I I 1=1 11=1 I I° 1=1 11=1 11=1 11- Q I�III-1 I I —I 1=1 a Z) ►d =III=III ° a III=1I1- z rna MISSES DOWEL RETROFIT DETAIL ' J S SCALE: NTS 51M.® GMU STEM POR DROPPED GRADE �'' Q W J J � LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN sheet: TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. ~ sea ��S'G `% ... PERMANENT ROOF TRU55 BRAGIN6 NOTES: �� �Q,•'�,\0 E N`SF ` •• ...•.� ��w (SINGLE FAMILY HOME OR TONNHOU5E GON5TRUGTION,WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) • 7 S •; 1. WOOD TRUSSES SHALL BE BRAGED AND EREGTED IN AGGORDANGE WITH THE BUILDING GOMPONENT SAFETY INFORMATION(3G5I) "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLING,RE5TRAININ6 8 BRAGIN6 OF .0' METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). i STATE OF 2. TOP GHORD BRAGIN6: �����•;�.� O p 10P;����:. TOP GHORD5 SHALL BE BRAGED BY DIRECT-APPLIED PLYWOOD/O5B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD,GONTAGT MQK FOR BRAGIN6 DE5I6N. 3. BOTTOM CHORD BRAGIN6: a CD a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIRECT-APPLIED 6.W.B. GEILIN6 z JLU 4. WEB MEMBER BRAGIN6: w THE TRU55 MANUFAGTURER SHALL INDIGATE THE TRU55 MEMBERS (NE65,VERTIGAL5) THAT REQUIRE D z o LATERAL BRAGIN6/RE5TRAINT. CD rn a. 'V OR 'L' BRACE: Z Q WHERE BRAGIN6 15 REQUIRED A5 INDIGATED ON SHOP DRAWING,UTILIZE 'T' OR 'L' BRAGE5(REFERENGE w 0- BG5I-B3 F16URE5 B3-IS b B3-Icf). SHOP APPLIED REINFORGEMENT PER BG51-B3 FI6URE5 83-22 $ BG-23 15 + Q u> AGGEPTABLE. • 'T' $ 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. �CC Q o • 'L' 8 'T' REINFORGING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE NEB/VERTIGAL MEMBER. Z ♦ • FASTEN 'L' OR 'T' REINFORGIN6 TO NEB/VERTIGAL W/ 16d 6UN NAILS(0.I31x3 I/2")AT 6" O.G. v b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: ZD CM WHEN THREE(3)OR MORE SIMILARLY GONFI6URED ROOF TRUSSES ALI6N,GONTINUOU5 ROW5 OF LATERAL W -2 z BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE-NOTED 'L' OR 'V BRAGE5. cn m • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED T ONE TRUSS BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/(2) 16d i a 6UN NAILS(0.13I0 1/2"). D � o • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL W oop LUMBER $ MINIMUM 5PF '5TUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE 0 o ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH 6ABLE END cn WALL 8 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. CO) m M W g CV eo+^M Q DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS @ 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EAGH MEMBER LATERAL MOVEMENT) DIRECT-APPLIED PLYWOOD/05B ROOF 5HEATHIN6 GOMPRE55ION WEB (SLOPING OR VERTICAL) M&K project number: CONTINUOUS LATERAL BRACE 0 6 8- 1 9 0 5 1 ALTERNATE ® (5)OR MORE ADJACENT 51MILAR TRUSSES(SEE m r INDIV. TRU55 SHOP DRAWINGS project 9 : JSB FOR LOGATION5) drawn by: M.JT 2x 5TRON60AGK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date; O8. . TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD(NOT REQ'D FOR REVISIONS: 5TRUGTURE) GONTIN. LATERAL BRAGIN6 date: initial: TO LAP ACROSS MIN. (1) DIRECT-APPLIED TRU55 BAY A5 5HONN 6WB GEILIN6 5EGTION B-B ALTERNATE METHOD WERE(3)OR MORE 51MILAR TRU55E5 ARE GROUPED WEB MEMBER REQUIRIN6 B BRAGIN6 AS INDICATED BY TRU55 MANUFAGTURER 2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT 5TRUGTURE) BOTTOM CHORD(NOT REQ'D FOR • 5TRUGTURE) Cz DIRECT-APPLIED PLYWD/05B Cz 0 B DIRECT-APPLIED L' OR 'T' BRAGIN6 6N5 GEILIN6 NEB5 DE5I6NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I NG SETA I L5 $ NOTE5 p ScaLE: NONE DIRECT arPuea CEiuNO J LL J z Ld U I_--I W W U '� J 0 W Lr i z o 1d LLJ W J 0 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN sheet: TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT'') ON THE PLANS. PBSBml