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HomeMy WebLinkAboutStructural Drawings - S&SMASONRY LINTEL ASSEMBLIES 5EE 56g:DULE AND 5PE6IFICATION5 FOR ADD'L INFO • �Q� nIN. m �ooR.aotm fTQ� Mew rumotro �--�y GPM ABDVE LIMB BEAM ABOVE LINTEL "�ORoar ORar i BOTron ReltF. �. PRECAST LIMB w J >. HtEGAST LINTEL W M-B�--I rz iMB�2� E e DDeD aElry m ea,RSE, IF ---- TOE easesE, lP L4��~ aD FER ARCH. 'L4J+` 2EWD PER AFLH. ___ TOP REwr. oR can. coNr. eorvD BEAm BOte BEAM REINF. = REINF. AS REOD RpR GRpli Y_ .BOTTOM REINF. $ EOTlOM FEINE. W2EGAST LIMB w Fe uw p }�}ENIBEIrom REINP. i--�f EM�DDED REINF. MB 3� ME-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK PE51CNATION TOP BOTTOM $HEAR REINFORCEMENT MI 8fb-013/0T ----- ----- MB-2 6F8,IB)OT --- (U #5 HB-3 8FI6-IB/IT (10.5 (1 MS MB-4 8RF14-IEI --- --- APPROVED LINTEL MANUFACTURERS ARE: CA5T-GRETE, QUALITYPRECAST GO., AND LOTT5 GONGRETE. NOTES: I. ALL LINTELS W/ SPANS GREATER THAN W-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, Py=60 kzi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 SECOND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS �G i.FR/</i''i STATE OF : W//j►}�W� S/ON oO E %%% This item M1az been electronically signed andzealed b, la ez G. Filing. PE on [M1e date mown on thetime stamp using a digital signature. n<ea ropree ormis docnmen<are not renelaemd signed and reeled and thesigna mart be verified anany el.&m woollies. Digitally signed by James George Friling DN: c=US, st=Pennsylvania, 1=Gladwyne, o=James George Friling, cn=James George Friling, email=jfriling@mulhernkul P.com Date: 2021.06.0816:36:14 -041001 GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Ya" DIA. x 23/4" LONG TAPCON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAP6ON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY 6ORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE 8 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 8 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: PC = 2,500 psi:....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN l% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A 95% 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 A5TM G416 F'c=3000 P51 H/ MAX 3/B" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE ASTM G90 WITH A MINIMUM GOMPRE551VE 5TRENI OF HOD P51 (FM = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/550.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL 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 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" CONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) -PROVIDE (I) #5 BAR GROUTED SOLID ON EACH SIDE 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 6-0" O.G. IN EXTERIOR HALLS. (AS SHOWN ON PLANS) • ROUGH OPENINGS 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 BEYa OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12'-0" O.G. (RECOMMENDED) OR I5-0" O.G. MAXIMUM • JOINT GRID PATTERN SHALL BE A5 CLOSE TO 5QUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (T1'P. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* SOLE PLATE TO J0I5T/13LK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS - TOP OR SOLE PLATE TO STUD 2 NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS® 8" o.c. TOENAILS 0 6" o.c.- 3LK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS 0 Ib" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAIL5 ® 16" o.c. DOUBLE TOP PLATE LAP 5PLICE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS 8 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS + 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE . ARE 5HOWN) THI5 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE V EDITION (2020) FLORIDA BUILDIN6 CODE (5EGTION I60G) LATERAL DESI6N REQUIREMENTS FOR THE FOLLOWING WIND SPEED $ EXPOSURE ONLY: I C 5 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEEFIGIENT = ENGL05ED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM M+K 5TRUGTURAL EN&INEERIN6. EXTERIOR 4 SHEAR WALL 5HEATHING 5PECIFICATION5 INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRES 5HEATHING AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD GONSTRUGTION SYMBOL SHEAR PANEL SPEC. 15/52" PLYWOOD OR 05B FASTENED W/ PI 2Y2"xO.151" NAILS @ 6" o.c. ALONG PANEL ED6E5 AND 12" our. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2Y2"xO.151" NAILS @ 3" o.C. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 1/16" PLYWOOD OR 05B FASTENED N/ 'xO.131" NAILS ® b" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL SHEARWALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 5Y2"xO.131" NAILS ® I6"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEARWALLS AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED SHEARWALLS. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE x 2'-0" TALL OPENINGS ARE PERMITTED TO BE OUT INTO INTERIOR SHEARWALLS 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING E06E NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. 9. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD PSI OR P52, OR APA PRP-108 WITH 32/6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL D/3,' THICK. APA RATED 5HEATHING 3We EXP05URE I OSB OR PLYWOOD PER U.S. PRODUCT STANDARD PSI OR P52 OR APA PRP-108 IN ACCORDANCE WITH THE UL DE51ONS 5PEGIFIED. OPENING SIZE INTERIOR ZONES END ZONESO 8' Garage Door +25.8 P5F/-28.3 PSF +25.8 P5F/-32.3 ESP 16Garage Door +24.5 P5F/-21.0 P5F +24.5 P5F/-29.6 P51F 10 SOFT. +29.4 P5F/-31.9 P5F +29.4 P5F/-5913 P5F 20 SOFT. +28.1 P5F/-30.6 P5F +28.1 P5F/-36.1 P5F 50 SOFT. +26.3 P5F/-28.8 P5F +26.3 P5F/-33.2 PSF 100 SOFT. +25.0 P5F/-21.5 P5F +25.0 P5F/-30.5 P51F 500 SOFT. +21.9 P5F/-24.4 P5F +21.9 P5F/-24.4 P5F SOFFIT (HIP) +22.0 P5F/-b9.3 P5F +22.0 P5F/-b9.3 P5F SOFFIT (6ABLE) +22.0 PSF/-19.3 P5F +22.0 PSF/-94.2 P5F C)End Zone is defined as the smaller of 10% of least horiz. dim. or 40% c mean roof height. NOTE: Pressures charted here cre allowable pressures and have been reduced per A5CE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of .6 to obtain ultimate oressures. Soffit oressure cnlculnted oer FRG R03.1 9.1 ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 19/32" MIN. 0581 SHEATHING 401,, EXPOSURE I. FASTEN SHEATH'6 TO ROOF MEMBERS N/ 2)'2"x0.131' RING SHANK NAILS (R5R5-03 OR EQUIV.) 0 4" O.G. AT PANEL EDSE5 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 8 DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL E06E5 AT FIR5T 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIPS ALONG UNSUPPORTED ED6E5. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. •TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW W/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 8 TP15 B651 I "GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP 01165. SHALL BE SUBMITTED TO ARCH B EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"x0.151" NAILS ® 10" O.G. UPLIFT CONNECTORS BEARING GONDITION LENGTH CONNECTOR < 15' 51MP50N H25T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MPSON HT520 51116LE ROOF TRU55 BEARING ON OPT. A SIMPSON HETAI6 OPT B (1) HETAI6 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U.N.O.) All HETAI6 EVERY OTHER OOF G.T. FLUSH BEAM OR FLOOR ALL (2) SIMPSON HETAI6 .T. BEARING ON GMU WALL IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • ____� BEARING WALL ABOVE • E=== BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 - - - -INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) JL METAL HANGER • INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 67. TO ST-I GMU WALL W/ (1) 51MP50N MSTGM40 STRAP N/ (12)Y4" DIA x Y4" LONG TAP6ON5 INTO GMU. DESIGN AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON NO5, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE5ION LOADS: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F ® SLEEPING AREAS = 50 P5F ® GARAGE DEAD = IO P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 8 EXPOSURE AS LISTED RISK GATE60RY 11 GENERAL FRAMING •EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR SYP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR SHEARWALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 16" O.G. (MAX). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (II JACK STUD 8 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 8 OTHER STRUCTURAL MEMBERS SHALL BE SPRUGE-PINE-FIR #2 (SIFF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 8 HEADERS K/ 3-ROW5 OF 3"xO.131" NAILS 0 12" 0.6. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 8 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS a 16" OG. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS H/ 1/16" 056 FASTENED W/ 2Y2 "x0.131" NAILS ® 6" O.G. ® EPCE5 & 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EPOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID 5LOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • LSL - Fb=2325 psl; Fv=310 psi; E=1.55x10"6 psi •LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3NO.131" NAILS a 8" O/C OR 2 ROW54"xE 112" 51MP50N SLY, SGREW5 (OR 3i'2" TRUSSLOK SCREWS) o 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GRE115 2" FROM EDGE. SOLID 3)12" OR 5)/4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF Y4"xb" 5IMP50N 5D5 56RE115 (OR 6 3/4" TRL65LOK SGREW5) 0 16" O/C. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRUSSLOK SCREWS). LOCATE TOP AND BOTTOM SGREW5 2" FROM EDGE. A SOLID T" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 a 24" O.G. FLOOR FRAMING •-JOI5T5/TRUSSES SHALL BE DESIGNED BY MANUP. TO MEET OR LRGEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW-5. SHALL BE SUBMITTED TO ARCH. 8 ENr,. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHING SHALL BE 25/52" A.P.A. RATED 'STURD-I-FLOOR' 24" O.G, EXPOSURE I (OR APPROVED EQUAL) TONGUE AND GROOVE ED&E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND SCREWED W/ IOx2" LONG GRABBER 5GREW5 (OR EQUIV) ® 6" O.G. AT PANEL E06E5 & 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GONSTRUCTION NOTE5 • (3) 51NGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM W/ (1) 51MP50N A35 CLIP AT EAGH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB W/ (3) %" DIA. x 3Y2" LONG TAPGONS. • FASTEN END STRINGERS TO ADJACENT WALLS N/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DECKING ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAR FRAMING SECTION FOR MORE INFO. 0 ( mpyrght: MUINERN&OUR StructaI Englnerri%Inc. 1 M&K project number: 068-19051 projedmgr: JSB drawn by: BC issue date: 06-08-21 REVISIONS: date: initial: N 4r 0 0 J LL r��/ V) � J Z � O w U z 0 O w W I" 0 0 17- N i�i U) LJ. ^ M W W Ld J M, S"0.0 LEGEND seal: ` Eg +G "Prrr,_ , • ® INTERIOR BEARING WALL * ;' %4--�,z BEARINGWALL ABOVE STA^1/�jJ6TE BEAM / HEADER 10' 0" 2'-0" 3' 0° • LOCATION AND EXTENT OF SHEARWALL ©�i •is�IONol AL�� • IL--_ JI EXTENT OF OVERFRAMIN6 z - - —INDICATES I/6"A" SAW GUT CONTROL JOINT w INDICATES LOCATION OF REINFORCED GMU GORE rn El (SEE NOTES) Y w a JL METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID u BL06KIN6 UNDER POST OR JAMB ABOVE. U a j REFER TO 5-0.0 FOR TYPICAL = m E NO STRUGTURAL NOTES $ SCHEDULES J Z a W Y E S o-16 `9C o n W op W M&K project number: 068-19051 projectmgr. JSB drawn by: BC issue date: 06-08-21 t REVISIONS: date: initial: �� cp �4 4 .� 0 0 J LL 24"x24"AT PLAIN b GONG. FT6. w/ TOP OF 2 Z 5D FT6. 12" BELOW TOP OF 5D-I 5D i HOUSE SLAB (TYP. OF 2) , — ,i * it U I I I I W L J L— J Q W_ O U J 1- Z 0 W J O �� VALE: B PLAN o204 SHOT) a � W SCALE: 1/V=I'-O.OixI15HMT) m w (� w (� w J sheet: Fm 1.0 . r--------� . LANAI SLAB: I 3Yz" GONG. SLAB ON 12" WIDE GONG. I GRADE (2500 P51 TURNDOWN EXTENDED I N I MIN.) w/ bxb-WI.4xWl.4 _ MIN. 12" BELOW GRADE I MESH OR FIBER MESH o o w ON q5% COMPACTED o FILL OR VIRGIN SOIL. I 2 I q i SD -I I 3Yz" STEP SD -I 5D-I 5.6.D. RECESS PER CONCRETE SLAB: MANUFACTURERS 3Yz" GONG. SLAB ON I i i INSTRUCTION GRADE (2500 P51 MIN.) w/ I �IBER IMESH • � OVER b MIL. I _POLY ONg5%COMPACTED_ I I � � FILL OR VIRGIN 501E 2 NOTE: REFER TO BLOCK — 2 I PLAN FOR ALL DOWEL SD -I I LOCATION DIMENSIONS. 10'-2 I/4" � HVAG • i I UNIT L----- � — 3Yz" STEP I 4 5D-I 8"xlb" THICKENED I I I SLAB UNDER 10 I GARAGE SLAB: I STEP VARIES I BEARING WALL SD -I (TyP.) • 3Yz" GONG. SLAB ON GRADE I • I (2500 P51 MIN.) w/ bxb-W1.4xW1.4 I I MESH OR FIBER MESH OVER 6 I MIL. POLY ON q5% COMPACTED I FILL OR VIRGIN SOIL. � ----- — ---- m N 5 I 4 o I 5D-I I SD -I `y • I m� I I I rn I I I I I I I I I � II I I sD-I 10'-0" 5'-2' 3'-2: a 35-0" 12'-0" G'-4" Ik-4" 3'-8" 4'-b" 4'-10" MB-2 o O ry ry O O 1 MB-1 MB-I MB-1 6 r 6 r o IT r 0 r v d�) k r sv- 6 r t- L t- M13-3 MB-1 1,15-1 110210>110211 I TAT GMU PIERS u (TYP. OF 2) u MB-1 4'-8" '-0' 3'-2" 3'-2" 4'-0" 10'-4" 35-0" BLOCK PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=l'-0" (IIx19 SHEET) LEGEND • ® INTERIOR BEARING WALL • ____= BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 51-EARNALL • Ir -_� EXTENT OF OVERFRAMIN6 - - —INDICATES /6"A" SAN GUT GONTROL JOINT INDICATES LOGATION OF REINFORGED GMU GORE El (SEE NOTES) JL METAL HANGER T INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. MA50NRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F6-OB/OT ----- --- MB-2 6F6-I5/0T ----- (10.5 ME,-3 6FI6-8/IT (U rv5 (U •5 M13-4 nk-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: CAST-GRETE, QUALITY PRECAST CO., AND LOTT5 GONGRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 A5 REOURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ks! 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBLIE5 5EE 5CHEDU.E AND 5PECIF16ATION5 FOR ADVL INFO iLp�r� MIN. (N cauRseiBarm BEAM ABOVE LINTEL i i4�+� MIN N r:��� INF. LINTEL w FEE— MB-1 EMB®D® FEINF. MB-2 m L4�tti RFA9 IFA2GN. TBOIJD�BEAM REINF 6RGUT TOP —E,, IF 'L4�+~ �Q9 FER PFGH. LONT. A SEAM kEINF. AS REQ'D 6FQR Y_ . BOTTOM REIlF. �TT� REIMr. p�MD�LINTEL w/ Y—f �IrvF. FREGAST LINTS W Yl 4 Bel EFBEDDED REIIF. MB 3 MB-4 REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTES $ SGHEDULE5 seal: •o'�EgC E+�M6B�';•:!O'y+. ~_* STATE OF � �; R rep•` rr W00% a z Jw z Y� rn w a Z = t; U a j ft W� =� O0 E Jz a� W Y � So `1C o n W C. M&K project number: 068-19051 projectmgr. JSB drawn by: BC issue date: 06-08-21 REVISIONS: date: nAial; M �1 Ci � 4 d 0 0 J LLL F- z J o L11 U 0 w_ O Z J J z d U � a W M w m w _1 sheet: FM2.O REAR LANAI DROPPED BEAMS: FASTEN DROPPED BEAMS TO � (2)2x12 w/Y2" 05B/PLYWOOD P05T5 PER DTL U/5D-3 (TYP. OF 2) — — �_— �_ � — aBTNIN. PLY5 (TYP. OF 3) 5T-1 C 5T-I C ABA46Z BASE kQ i (TYP. OF 2) I m p k� I 10 61 HIP 61R DER TRU55 3l SD-2 SD-2 io1 T51MP50N HUG412 FASTENED BAGK TO GMU BLOCK w/ SIMPSnN TITFN SC,RFNS O � 3l 5D-2 16" FLOOR TRU55E5 0 24" o.c. (MAX) I oa o I O N N ) --- W � 0 Ij W w y Ij W w y 'D 'D ----- O x---� O x FLUSH GIRDER TRU55 ;;�(M���J'}R (2)13�4"AC," N� LVL FLUSH DR 2)2x6 FLOOR GIRDER _dL 11U55 _dL ��}6 TYP. STAIR 5FRAMIN6 -SEE DETAIL 1/5D-3 3l 5 I 6l 5T 3l 5D 2 I 5D-2 SD 2 3 3 SD-2 I � SD-2 2ND FLOOR FRAMING PLAN SCALE: 11 (2244 SHEET) SCALE: 1/6'=1'-O" (IIx11 SHEET) 5T-1 LEGEND • ® INTERIOR BEARING WALL •---� BEARING WALL ABOVE • EEEE=Es BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • it —�i EXTENT OF OVERFRAMIN6 — — —INDICATES /8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED CMU GORE El (5EE NOTES) JL METAL HANGER * INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER POST OR JAMB ABOVE. HOLDOWN / STRAP 5GHEDULE SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO 5T-1 GMU WALL w/ (1) SIMPSON M5T6M40 STRAP w/ (12)Y4" DIA x h" LONG TAP6ON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (U5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 19/32" MIN. 05B/PLYWOOD SHEATHING 40/20, EXPOSURE I. FASTEN 5HEATH'6 TO ROOF MEMBERS w/ 22"xO.131" RING SHANK NAILS (R5R5-03 OR EOUIV.) ® 4" O.G. AT PANEL EDGE5 8 ® 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. AND). PROVIDE BLOGKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S 5G51 I "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® I6" OC. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < IS' SIMPSON H25T SINGLE ROOF TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM > IS' SIMPSON HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/1NOOD BEAM ALL (2) SIMPSON HT520 SINGLE ROOF TRU55 BEARING ON OPT. A 51MP50N HETAI6 GMU WALL (OPT. A TYP. U.N O) OPT B (1) HETAI6 EVERY TRU55 + (1) ADD'L HETAI6 EVERY OTHER OOF G.T. FLUSH BEAM OR FLOOR .T. BEARING ON GMU WALL ALL 1 (2) SIMPSON HETAI6 IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51MI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M8K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-l-I6. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFA6TURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: •o'�EgC EMB�';•;!O'y+. y_ *a4 � 4 R rATE OF -Z eo•` .�.R�,q,• L p p V p! 6� Pit .0 az Jw z Y� m 1w a 1 � Z= W a E JZ a� W Y So e H to n W H&K project number: 068-19051 projectmgr: JSB drawn by: BC issue date: 06-08-21 REVISIONS: date: initial: �CU J � J n [L 0 L- V o Q U W p LL J 0 OLd Z d LJ_, Q U 1 I U) (� W Z N Lv 0a J M, S, 1.2 LEGEND ROOF FRAMING M 25 5D-2 T (2)2x6J1 II t + (2)2x6_ I I + I� r1:i:imillgym- FAR � DROOF FRAMING PLAN SCALE: I/W*P-O" (22x34 SHEET) SCALE: I/8"=I'-0" (Ilxli SHEET) O v d • ® INTERIOR BEARING WALL •---� BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 — - - —INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) JL METAL HANGER * INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 19/32" MIN. 05B/PLYWOOD SHEATHING 40/20, EXPOSURE I. FASTEN 5HEATH'6 TO ROOF MEMBERS H/ 2)4"xO.131" RING SHANK NAILS (R5R5-03 OR EOUIV.) ® 4" O.G. AT PANEL EDGE5 8 ® 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES K/ RING SHANK NAILS ® 3" O.G. AND). PROVIDE BLOGKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE W' STYLE CLIPS ALONG UN50PPORTED EDGE5. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW K/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S 5G51 I "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® I6" OL. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < IS' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM > IS' SIMPSON HIOA ROOF GIRDER TRUSS BEARING ON ALL (2) SIMPSON HT520 WOOD STUD WALLMIOOD BEAM SINGLE ROOF TRU55 BEARING ON OPT. A 51MP50N HETAI6 GMU WALL (OPT. A TYP. U.N O) OPT B (1) HETAI6 EVERY TRU55 + (1) ADD'L HETAI6 EVERY OTHER OOF G.T. FLUSH BEAM OR FLOOR .T. BEARING ON GMU WALL ALL 1 (2) SIMPSON HETAI6 IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GO115TRUCTION". M8K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF ASGE-l-I6. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFA6TURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � 5GHEDULE5 © -II ~_*STATE a` � �; R rep•` + s•�6NAL � pit a 9E a n �Y .GL O0 E ,6 M a M&K project number: 068-19051 projectmgr. JSB drawn by: BC issue date: 06-08-21 REVISIONS: date: nlial; d 0 0 J ILL z �z �I Q U w U► 0 U Z 1- Ld [� Z LL 0 LL O A= LLI o (y) W w sheet S, 1 .S seal: ..0nanl,riry � .•'�Eg0 E iv ��'p'�i y * •^7fp�/6 cif ,yam/ STATE OF FILLED CELLS ,'�F V�l6�r (SEE PLAN) O o �y �.. ....' 'F.�i 4 8" GMJ BLOCK R4.1 FI-FOIL OR EQUAL Yi" GYP. BD. EA. 51DE y� OHAL .� 4GARAGE OVER %` PURR STRIPS OF 2x4'S alb" O.G. 4ru�#L�� -PER BUILDER Y�" J-BOLTS 6" FROM EA. /1 c7 p #s VERT. FROM FT6. TO 0- TOP VIEW BOND BEAM. LAP w/ HOUSE SLAB SPADE a 32END OF LO.NGD ®CORNER FOUNDATION DOWEL MIN. SEE PLAN w 30" GROUi DELL SOLID N z 2" (b" MIN. EMBED) STUD PLATE TIES PER Qoo� PLA GONG. OR PAVER GARAGE WALL ? Q j v PN ®STUD TOP 8 — L BOT. BOTw DRIVEWAY �BEYOND I=III=III=III=1 c� O GRADE -III—III-- ATIO/PORCH/LANAI 5LABI- g a ZGARAGE SLAB (SEE PLAN) ¢ E r m 4" (SEE PLAN) Q `=1 i I-_" -III- - • ! a III— • -- 1) #5 DOWEL W/ 6" HOOK AT GRADE ¢ v m • —_ _—III—� 1 ALL VERT. WALL REINF. _ _ _ _ _ _ = - (SEE PLANS FOR LOCATION) —UJ I I =11 — • 11-111-1 1— = I" O0 -- 2) #ss coNT. v _ _ GLEAN COMPACTED III—_ _III -- 3" MIN. CLEAR Q 1 1 1 1=1 1=1 1 1 1 111 111 1' FILL ® 15% MONOLITHIC FOUNDATION 8"x8" THICKENED 1-1 1 1 1—I1 1-1 1 o I6"x8" TH = - — - - STANDARD DEN5ITY Al TH H1(2) #5 CONT. ON CHAIRS SLAB W (I) #5 CONT. 1—' �'— J Z v o ED6E ry (2) #s -III-III= = =III=III= CONT. L=, -11= 1 I-1T1=1T1='' '— 2-5TORY: 1'-4" WIDE y m w/ (2) #5 BARS UPLIFT CONNECTORS 5UI AS STUD PLATE TIES, HURRICANE CLIPS, AND m -STORY: I'-0" WIDE ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A C °' n W(2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUGH HARDWARE WILL BE 5PEc1 ACSIE STEP DOWN DETAIL Y NOTED ON PLAN. THICKENED EDGE ® GARAGE DOOR DETAIL - FOOTING SECTION W/ BLOCK DETAILS THICKENED EDGE DETAIL ,� GARAG SCALE: TUTS SCALE: NTS SCALE: TUTS T SCALE: NTS x M&K project number: 068-19051 projectmgr: JSB drawn by: BC 8' CMU BLOCK 8" CHU BLOCK 8" WIDE GONT. 8" CMU BLOCK R4.1 Fl-FOIL OR EQUAL R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: 06-08-21 GONG. CURB BEYOND OVER 3/a° PURR STRIPS (U #5 VERT. FROM FTC. TO OVER 3/p" R1RR STRIPS OVER %` FURR STRIPS (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER BOND BEAM. LAP w/ -PER BUILDER -PER BUILDER FOUNDATION DOWEL MIN. (I) 45 VERT. FROM FTC. TO REVISIONS: TO BOND BEAM. LAP w/ m HOUSE SLAB 30' GROUT CELL SOLID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL u' 6ARAOE SLAB MTL. THRESHOLD (SEE PLAW (SEE PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) date: initial: SET IN SEALANT PORGH/PATIO/LANAI FO GROUT DELL SOLID MIN. 30" GROUT CELL (SEE PLAN) SLAB L PAVERS SOLID PAVERS (SEE PLAID x a (SEE PLANS) • x . z= z F S III -III-III-111- I-III-III=III= -III-III-III-111 III=III=III=III=1 o GRADE _ _=1 1=1 I1=1 n 111-1-111- -11=1 1= 1 111 I I I=1 I 1111-� 11- =1 1=1 1= 1 111 11=111=1 1 11- =1 1 -1 1 1=1 1=1 f 1 11' 1 1=1 1=1 1=1 1 1=1 1 1 1 1 1= III-1 =1=1 I1=1-I III-1 , ° f 111�-III exP DINT _III a III -III -I I1=1' III -III_ -11 k= 1=1 I=III-III-III=_ 1=1 III=III=111 - =11 -III=III-1' =III=11 1-III= --1 l 1= =1 m 111 11 �111Ei i 1= m 1= 1=111=_I PVG CHASE SLEEVE TO BE tq 1 - _ 1) #5 DOWEL H1 6" HOOK AT = — = =' = = U #5 DOWEL W/ b" HOOK AT = = -1 TWICE THE DIAMETER OF ~� ALL VERT. HALL REINF. 11-11 1 _ 11�' 11-1 1- ALL VERT. HALL REINF. O ' 1 1-111-11 — 1=111=11 =1 III -III- 1=11' 1 111-111-1 1 111— 1 111-111-111-11 111- 111 111-111-111 -� 11. PROTECTED PIPE ^ (SEE PLANS FOR LOCATION) j- -III—III-I P1" MONOLITHIC - III —III -I,,. 1 (SEE PLANS FOR LOCATION) j� III I1-111-11 • ~ GLEAN COMPACTED) III _ _ " III = �_ I' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED I I=1I1=1I I_ GLEAN COMPACTED J III = _—III q 4 GLEAN COMPACTED MONOLITHIC FOUNDATION FILL o 95% WI TH MONOLITHIC FOUNDATION FILL a 95% 5TANDARD WI TH GONT. ON GHAIR5 FILL a 95% WI TH FILL a 95% MONOLITHIC FOUNDATION STANDARD DENSITY W (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS STANDARD DENSITY WI TH H/ (2) #s GONT. ON CHAIRS 2-STORY: I'-4" WIDE TREATED 2-5TORY: I'-4" WIDE 2-STORY: I'-4" WIDE 2-STORY: I'-4' WIDE � w/ (2) #5 BARS w/ (2) #5 BARS W(2) 45 BAR5 W(2) #5 BARS I -STORY: I"0" WIDE 1-5TORY: 1'-0" WIDE I -STORY: 1'-0" WIDE I -STORY: I'4' WIDE W (2) #5 BARS W (2) #5 BARS W/ (2) #5 BAR5 W/ (2) #5 BAR5 GARAGE CURB DETAIL (-,'� ENTRY DOOR DETAIL �, EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL a `GHA5E DETAIL SCALE: NTS SCALE: NTS I / SCALE: NTS SCALE: NT5 Q 0 J LL. 8" 6MU BLOCK J Z BEYOND R4.1 FI-FOIL OR EQUAL J 'D EXTERIOR DOOR OVER 3/q PURR STRIPS i . i o -PER BUILDER I.L.1 V HTL. THRESHOLD HOUSE SLAB )i"9xb"LONG W Q W SET IN SEALANT (SEE PLAN) PRESSURE 51MPSON TITEN HD U FORGH/PATIO/LANAI 5GREW5 o 4'-0" O.G. Q O SLAB OR FAVER5 PRATPLATED BOTTOM AND 12" MAX FROM J (5EE PLANS) END OF WALL PER MANOR • I M I 1= = • • aM - O Ln - I I III=� I=11 I 111=111=1 11=III. =1I 1=1I 1=1 11=III I1=1 I IH I I I IH I Q Ld '1= I1=1 � III -I I • 1=1I1=1I1=1I1= '=1I1=1I1=1I1=1I I -I - - - - - - - - �, -I I1 1=1 I1=1 I1=1 1= - N ll L1=111 1=1 1=1I 1=1I I� I1=1 I1=1 1=" J O 1=1 m III =1 I1=1 I- ? w I I I III -III -I -I 1=1I 1=1I 1=1 1=1 1=1 I1= I1=1 _ I1=1 I1= m w=-1 I1=1 I I I=1 1=1I 1=1I Q LL 1 1 1 1 III=111=1-I I- 1-111-1I1-III-111=I�' MON-4 OLITHIC I'" 0 GLEAN COMPACTED III--1 FOUNDATION IW (2) #5 Z j 1< i W FILL a 95% STANDARD WI TH CONT. ON GHAIR5 �+•+ �i LLJ DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE o i . j J } W(2) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ILLL111r... w 7 I -STORY: I'-0' WIDE ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A H/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. Sheet: EXTERIOR OUTSAING it 56D POURED SILLS DETAIL INT. BEARING WALL FOOTING DETAIL ,, ,, SCALE: NM @SCALE: NTS S r\ M PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 RING SHANK NAILS ® 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2x6 -SE FASCIA SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. GONNEGT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) u5 BENT DOWEL w/ 24" LE65 SECTION v SCALE: 3/4"=1'-0' FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. T< 2x FASCIA 1 F -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - C SECTION 25 SCALE: 3/4'=1'-O' SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3Y4"x0.131" TOENAILS FASTEN ROOF 5HEATHIN6 TO 1. LEDGER w/ 2 IWNO.113" RING SHANK NAILS ® 6" O.G. 2xb BLOGKIN6 IN EA. TRU55 BAY 2x EXTERIOR WALL ROOF TRUSSES FASTENED TO EACH GROSSING -SEE PLAN FOR 5HEATHIN6 ® 24"O.G. STUD w/ (3)3Y4"x0.131" NAILS AND CONNECTION SPECS. FASTEN SOLE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. SEE DETAIL 31 EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FASTEN FLOOR FOR ADDITIONAL CONNECTION INFO 6 FROM BOTTOM OF LADDER TRUSS FLOOR TRUSSES SHTG. TO FIRST SHT6. FASTENING TO TOP OF DOUBLE TOP PLATE -PER PLAN TRU55 w/ 3"x0.131" 2Yz''x0.131" ®3" O.G. INTO SOLE NAILS ® 6" o.c. FASTEN EA. TRUSS TO LEDGER w/ PLATE 51MP50N H2.5T 2x LEDGER LADDER TRUSS. FASTEN LADDER -REFER TO "ROOF TRUSS TO EA. BLK6 PANEL w/ FRAMING NOTES" (3)3Y4"x0.131" NAILS MIN. (U.N.O. ON PLAN) 2Y2"x0.131" ® 3" O.G. INTO LADDER TRUSS FASTEN LADDER TRUSS TO GMU- BOND BEAM w/ SIMP50N HETAI6 EMBEDDED STRAP ®I6" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TPU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PE65 a SECTION 38 SCALE: 3/4'=1'-0' 2x4 (MIN) SPF #2 BL06KIN6 AS SHOWN AT 48" o.c. FACE NAILED TO TRUSS TOP 4 BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" CMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MASONRY 25" RUNNING #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL v SCALE: NTS PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® 19.2' O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO 13LOCKIN6/RIBBON SECTION BY WINDOW/DOOR MANUFACTURER NOTES 2,40 16"O.G. FA5TE TO GABLE END TRU55 w/ (2)3"xO.131" TOENAILS. 6YPSUM BOARD PER ARCH FOR # FIREPROOFING GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRUSS MANUF. 3Y4"xO.131" TOENAILS ® 12"- O.G. CONNECTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A55 CLIPS ® 32" O.C. FASTEN BOTTOM OF 2x4 J SPACE TO DBL TOP PLATE w/ (1) SIMPSON H2.5T 4 (2)3 Y4"x0.151" TOENAILS FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"x0.115" RING SHANK NAILS ®4"O.C. ROOF SHT6 SHALL BE CONT. 24" MIN 2x4 BRACE w/2x4 T-BRAGE, SPACED 4'-0' O.G. MAX. FASTEN 2x4 TO 'Tw/ 3 Y4'X0.131" NAILS ® 12" O.G. 5ECTI ON 26 SCALE: 5/4.1'C' 2.4 BLOCKIN6 w/ (3)3Ya'xO.131" EXTERIOR WALL 5HT'6. TO R TOENAILS EACH END GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2Y2"xO.151" ® 3" O.G. INTO SOLE PLATE (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-c UT TO FIT TIGHT BETKEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING w/SCREWS /NAIL5 ® 6" O.G. FASTEN TOP CHORD OF FA57E14 ROOF 5HEATHIN6 TO END TRU55 OR 2x4 END TRU55 OR 2x4 NAILER NAILER THRU WALL w/ 2 Y2"x0.131" NAILS ® 6" o.c. 5HEATHIN6 TO EXT. WALL STUDS w/ 3"x0.131' NAILS ® 16" O.G. SEE DETAIL 31 OR 38 FOR ADDITIONAL CONNECTION INFO 4 5HT6. FA5TENIN6 FLOOR TRUSSES -SEE PLAN I I 8" GMU BOND BEAM W/ (1) 45 GONT. - y SECTION b f SCALE: 3/4'=I'-0' I. 2X PT 5UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF KINDOPWOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %`x4" TAPGONS 6 FROM ENDS AND 16" O.G. MAX. TAPCON5 TO BE I Y" MIN. FROM ED6E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ CUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (5) ROW5 OF 3"x0.131" NAILS STAGGERED ® 12" O.G. EA. SUC.GE551VE BUCK. 4. MIXING OF IX AND 2X 131CK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER NINDOW/DOOR MANUFACTURER'S 5PEG5. WINDO"OOR BUCK DETAIL IN FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ REINF. SPECS ' PROVIDE SOLID SHIM BETW'N TRUSS 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. INHERE TRU55 15 GREATER THAN Y2" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND GONNEGTION SPECS. FASTEN SOLE PLATE TO CONT. RIBBON w/ 3"xO.131" 14AIL5 ® 6" O.G. 4 SHEATHING TO GONT. RIBBON w/ 2 Y2"xO.13,' NAILS ®6" O.0 2x GONT. RIBBON (TOP & BOTTOM) FASTEN TO EA. TRU55 VERTICAL FLOOR TRUSSES w/ (2) 3 Y4"x0.131" NAILS -PER PLAN 'Z 2Y"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE SIMPSON HETAI6 EMBEDDED STRAP ® EACH TRU55 (® 19.2" O.G. MAX) FASTENED TO END TPV55 VERTICAL OR TO BLOGKIN6/RIBB0N 8" GMU BOND BEAM W/ (1) u5 COW. VERT WALL REINF, TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL >$2 -SEE PLAN FOR VERT. & HORZ. REINF. SPEG5 SECTION ✓ r SCALE: 3/4'=I'-0' VALLEY SET OVERFRAMING TRU55 FASTEN EACH OVERFR TRU55 TO TRU55 BELO. WITH (1) 51MP50N VTGR ® 24" O.G. TYPICAL OVERFRAMING CONNECTION DETAIL A SCALE: N.T.S. LETTERED DETAILS ARE TYPIGAL FOR THI5 HOME $ SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. ROOF SHEATHING ROOF TRU555 NUMBERED DETAILS ARE PLAN 5PEGIFIG AND ARE ONLY REQUIRED WHERE SPEGIFIGALLY INDICATED ("GUT") ON THE PLANS. Seal: ` •�11111G= , y * •^7fp�/6 cif STATE OF y.o�s LOHV�p�;: Z J¢ Z Y" w Q UJh 2 O0 E J a d Jz ca Y SO W C. M&K project number: 06819051 protectmgr: JSB drawn by: BC issue date: 06-08-21 REVISIONS: date: initial: _J LL� 1^ W Q Ld..� Z) U U) �CU Q W 50 Kr J < L.I.+ LLB Q 0 J LL. Z D 0 U W U J Ld z 0 U) c� w J 0 d S D2 seal: `yyy0nanl,r+y + SEE DETAIL 31 ON Egoh� ���'� ■ $•'•. �,•�i� STRUCTURAL PLANS FOR ADDITIONAL CONNECTION , : *; • 7 INFO NOT 5H0NN HERE SEE DETAIL I ON LID LOCKINPROVIDEG AS REQ'D ON+ SEE DETAIL 3PLANS FOR STRUCTURAL y• STA7E O�` ,b �$ �.A. �� �►6�r STRUCTURAL PLANS FOR FOR STRAP FASTENING ADDITIONAL CONNECTION �f�pypy ADDITIONAL CONNECTION INFO NOT SHOWN HERE /1 c7 rr INFO NOT SHOWN) HERE FASTEN EA. ROOF TRU55 TO CMU w/ 5IMP50N MSTMIb TWIST STRAP. FASTEN EVERY OTHER TRUSS (w/ WEB BL0GKIN6 FLOOR TRU55E5 FULL DEPTH BLOCKING (V'e" 055 (MIN), 13/4" LVL OR TRU55 BL0GKIN6 PER MANUF) a 4&T \/ FLOOR TRUSSES x Z J ¢ "'� = Z o FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" L0N6 TITEN SCREWS AS REO'D) TO 2x BL0GKIN6 -PER PLAN w/ (1) 51MP50N A55 CLIP O.G. FASTENED TO 2x BLOCKING PER PLAN w/ (1) 51MP50N A55 CLIP T v co Q' Y w !� PROVIDE MOISTURE BARRIER ,, PLATE (PER TRUSS MANUF) ® FASTEN EVERY OTHER TRU55 TO GMU FASTEN BLOCKING TO GMU w/ SIMPSON EACH TRUSS. w/ SIMP50N MTSMI6 TWIST STRAP. MTSMI6 TWIST STRAP. FASTEN STRAP r PROVIDE 2x FLAT BLOCKING FIT TIGHT TO FASTEN STRAP TO GMU w/ (4) Ya" DIA, TO GMU w/ (4)Ya" DIA. x 2Ya" LONG L` Y ROOF TRUSSES ®EVERY OTHER BAY x 2Y4" L0N6 TITEN SCREWS TITEN SCREWS ¢ v W FASTENED TO GMU w/ (5)Y4" DIA. x 3Y" LONG 2xb FLAT BLOCKING (BETWEEN TRUSSES 2xb FLAT BL0GKIN6 TO EA. SIDE OF TAPG0N5. FASTEN BLOCKING TO ROOF - I6" MIN. LENGTH) FASTENED DOWN TO 05B BLOCKING (Ib" MIN. LENGTH) O0 E TRU55E5 w/ (2) 3Y4"xO.131" NAILS a EA. END. CHU w/ (3)YW DIA. x 3YY LONG FASTENED DOWN TO GNU w/ (3)A" DIA. x Q TAPCONS ® EA BAY. FASTEN RIBBONL, 3Y2' L0N6 TAP60N5. FASTEN LADDER m c THRU WALL SHT6., TO 2x BLOCKING w/ TPV55, TO 2x BLOGKING w/ 3NO.131" m y o Ft'4"x0.131" NAILS a 3" o.c. TOENAILS a 3" o.c. = p 2 DOUBLE WINDOW M a ONRY PIER DETAIL RETROFIT DETAIL SCALE: 9/4"=1'-0 n RETROFIT DETAIL — RETROFIT DETAIL I R SCALE: TUTS TRIPLE WINDOW SIM. \� SCALE: 3/4'=1'-0" SCALE: 3/4"= xL M&K project number: NOTES: 1. UTILIZE 2-PART EPDXY OR (U 5IMP50N 068-19051 OTHER ENGINEER APPROVED A35 CLIP project m9f: JSB EQUAL (I.E. SIMP50N ET EPDXY). SEE -P. FOUNDATION EA. STRINGER 2. PROVIDE /4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN drawn by: BC 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FLOOR TRUSSES issue date: 06-08-21 (SEE PLAN) REVISIONS: FUTURE 8" GMU h BLOCK #5 VERT. BAR TO BE 2x OR I" 05B FLOOR &T. date: initial: LOGATED PER PLAN DECKING -PROVIDE VERTIGALS DRILL 6" INTO EX15T'G ("d OR SOLID BLOCKING SLAB, EPDXY 4 DRIVE IN GROUTED CELL I J ® EA. STRINGER LOCATION #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I m� 4xb P.T. (3) SINGLE PLY 2.12 P05T PROVIDE (U SOUTHERN PINE #2 N 51MP50N L5TA18 (OR BETTER) — I STRAP ON EAGH STRINGERS EXTERIOR FACE < _ 11=III-- I=I I� _ _99111 GRADE —III— — � -I 1 I. OF P05T, 9" MIN END LENGTH (I) SIMPSON A35 CLIP ® EA. STRINGER =III —III —III —III —III —III —III-" o `=1-1I1=111=11I.=1I1=1I1=111= =l= — III —III— - WI ° DROPPED BFAMS PER PLAN 2xb P.T. BOTTOM PLATE FASTENED TO CONCRETE C�•� = I —III =1—I I I- I=I III —III- w/ (5)1({ " DIA. x 3 Yz" LONG TAPC.ONS � RS Q, — REAR WOOD LANAI , MISSED DOWEL RETROFIT DETAIL „� TYP. BEAM TO POBT CONN. STAIR SECTION B SCALE: NTS SIM. a M STEM FOR DROMW &RAVE SCALE: 3/4"=1' O' SCALE: 5/4'=I O' 0 LL J z J D � W Ca W Q 0 D J J � d � 0 d I]- d O U U) h 0< ( ) UJ J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN sheet: THIS HOME $ SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THESE WHERE SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. S D� BOND -BEAM - ��GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE WINDOW SILL, OR EQUIV. CAST-GRETE WINDOW SILL, OR EQUIV. seal: ..44nanl,riry � Egoyidi, PERMANENT ROOF TRU56 BRACING NOTES: ��,' v� $( •.0����� (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, KITH ROOF TRUSSES SPACED NO MORE THAN 24' OOd 7�6 1. KOOD TRU55E5 SHALL BE BRACED AND ERECTED IN AGCGSU ORDANGE WITH THE B IILDING COMPONENT SAFETY �1pj INFORMATION (B"GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF ^ METAL PLATE CONNECTED WOOD TR55E5;' (2006 EDITION). • • STATE OF 2. TOP CHORD BRACING: r,:��<S TOP CHORDS 5HALL BE BRACED BY DIRECT APPLIED PLYWOOD/058 5HEATHIN6. ©COI +, �147N ALA . • IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITFgR TOP CHORD OF TRU55 OR TO PJRLINS FASTENED TOP h"I,, P I W00 CHORD, CONTACT M4K FOR BRACING DE516N. 3, BOTTOM GHORD BRACING: f:7 a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6W.B. GEILIN6 Z Jw 4. l^EB MEMBER BRACING: THE TRUSS MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (hEB5, VERTICAL5) THAT REQUIRE = Z LATERAL BRACIN6/RESTRAINT. L4. rn a. 'T' OR 'L' BRACE: w Q WFERE BRACING I5 REQUIRED A5 INDICATED ON SHOP DRAINING, UTILIZE `TOR 'L' BRACES (REFERENCE r1 BG51-133 FI6URE5 133-18 4 B3-19). SHOP APPLIED REINFORCEMENT PER BC51-53 FIGURES B3-22 4 BG-23 IS + Q _ ACCEPTABLE. E • 'T' 4 'LREINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE P®NERTIGAL MEMBER. • 'L' 4 '" REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE VEBNERTICAL MEMBER. H • FA5TEN'L' OR T' REINFORUN6 TO NEBNERTIGAL N/ 16d SUN NAILS (0.131x3 1/2") AT 6' O.G. v Y b. CONTINUOUS LATERAL BRACING ALTERNATE: v E WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS ROWS OF LATERAL W _ A BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. h • CONTINUOUS PONIS OF LATERAL BRAGIN6 5HALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLICED T Q mai E ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS COMPRESSION NEB w/ (2) 16d i Q GUN NAILS (0.131x3 1/2"). J H • CONTINUOUS LATERAL BRACING 5HALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL Z v o LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAU. THI5 BRACING 15 TO BE CONTINUOUS. PROVIDE ONE W RON OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END D C WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. C y o n L W C. DIAGONAL 13RAGE NAILED TO OPP051TE PROVIDE (2) 16d NAILS 0 SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/05B ROOF 5FEATHING GOMPRE551ON HEB (5LOPIN6 OR VERY= M&K project number: CONTINUOUS LATERAL BRACE 068- 1 905 1 ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TPU55E5 (5EE �+ INDIV. TRUSS SHOP DRAWIN65 project m r 9 1 JSB FOR LOCATIONS) drawn by: BC 2x 5TRONGBACK MAY BE INSTALLED FOR GON5TRUCTABILITY issue date: 06-08-21 TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD MOT REOD FOR STRUCTURE) REVISIONS: GONTIN. LATERAL BRAGIN6 date: initial: TO LAP ACROSS MIN. (1) DIREGT-APPLIED TRIPS BAY AS SHOWN 61113 GEILIN6 SECTION B-B xmowre rnxx waE n) as rwe s•uue �arr,Es aae exarm NEB MEMBER REQUIRING B BRAGINS AS INDICATED BY TRUSS MANUFACTURER 2x 5TRONCeACK 2x 5TRON6BACK5 MAY BE .� INSTALLED FOR CONSTRUGTABILITY 4�.4 (NOT REQ'D FOR TO KEEP EVEN SPACING AT 11•t 1 STRUCTURE) BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) DIREGT-APPLIED ^Y PLYWD/056 e DIRECT -APPLIED 'L' OR 'T' BRACING GWB GEILIN6 WEB5 DE516NATED BY TRU55 MANUF. TYPICAL TR�ELEVATION d 0 PERMANENT TRUSS 0 A 5RAGIN6 DETAILS $ NOTES LL SCALE: NONE DIRECT APPLIED GEILIN6 J z J D W [� U w Ca 0 U J J d 00 Li I=- d 0 U W Ld h 0¢ W w LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN sheet: THI5 HOME � SHALL BE IMPLEMENTED IN 5PEGIFIC AND ARE ONLY REQUIRED LL APPLICABE AREAS. THESEDETAILS ARE NOTTLCUT" ON THE PLANS. WHER("CUE') ION HE PLANS.ATED 1PBS& I