Laserfiche WebLink
)ocuSign <br />ID: 2E7D828C-2E90-441 F-BAA6-5C620 B 3CC F D4 <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />PER <br />Pt IF F CONNECTION <br />YPI(,A[ WALL SECTION <br />---SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />E <br />U f A <br />—MOISTURE BARRIER <br />I <br />a <br />,R( I - <br />BY OTHERS <br />B, <br />MASONRY LINTEL <br />PER PLAN <br />TYPICAL PURE <br />H <br />-HEATHING DETAIL <br />NP <br />TC 'IOR WALL <br />(THIS r, <br />L� <br />1-1: T ALL COVERED <br />FOR E <br />E� <br />)1 [ i ) OTHERWISE) <br />TRUSS TO TOP PLT W/ H2 5T OR RT7A' <br />SHEATHING TO TOP PI E <br />W/ 8d COMMON @ 3" O <br />FULLY SHEATH KNEEWALL PER TABI 1 2 <br />WOOD STRUCTURAL PANEL SHEATI HNG <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END <br />MINIMUM (2t" x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS Vv <br />x 6" EMBED DRILL AND EPDXY ANCHORS W ' <br />& WASHER @ 24" O C <br />St If ATI IING TO PT f I <br />W 8d C( )MMON @ <br />IF TRUSSI <br />HEIGHT B, <br />i <br />N <br />UPPER PLT HGT <br />CRICKET BY BUILDER <br />�> LOWER PLT HGT <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />IN TRUSS <br />NTRY ARE NOT AT ELEVATION l <br />;i OWING DETAIL <br />K'MOOD-I'NEEWALL OVER MASONRY <br />TOE -NAIL MIN 2x4 NO 2 SYP BLO(. Y <br />BETWEEN TRUSS TOP CHORi <br />(3) 10d COMMONS EACI; `41 <br />�I <br />FASTEN 2x6 NO SYP - <br />DIAGONAL BRACE TO <br />BLOCKING wi (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BEZACtr------ <br />SEE PL �,N <br />• UP TO 8FT SINGLE 2xl uNf Y <br />• UP TO 20 FT, 2x6 W/ 2x6 T-HR -,c : E <br />FASTEN 2x6 NO 2 SYP <br />"T-BRACE" TO DIAGONAL BRACL <br />w/ 10d COMMONS @ 3' O C <br />it PANEL EDGES <br />!I .4' (� OF GABLE <br />SS : EDGEWISE FASTEN ROOF DECK TO <br />OR F LATWISE) FRAMING @ 3" O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS <br />Rc:>OF DECK- <br />2x4 SYP OUTRIGGER @ 24" O.0 , <br />•=!• _- • CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5Tw/ (10) 8d x 1 '/z" <br />f 2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL I OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE COMMON @ 3" O.C. <br />GABLE TRUSS <br />8'-0" OR AS SHOWN ON PLAN <br />WALL SHEATHING PER PLAN <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />I <br />--- MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />I <br />SON HGAM10 BRACE CONNECTOR --' <br />E POM DIAGONAL BRACE TO CMU ; <br />)I RE )ARRIER BETWEEN MASONRY <br />�ND N E' LUMBER BY OTHERS <br />B3 GABLE '1N( jLE BRACING DETAIL (W/ HGAM10) <br />1 ) MAX I:, �'P v' , _ �_.i . O.0 <br />2) OU" Oh RI �:INC, & CLIPS MAY BE OMITTED FROM <br />OVE IA1% R )ETAIL FOR NON -DROPPED GABLE <br />TRIK,:,F'- i_SSOVERHANGS. <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/2' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E. ------ <br />- <br />A <br />rLOF OPENING <br />2x6x12 I <br />CENTEF <br />— - -I <br />" DIA. ANCHOI <br />2x4 PT TOP ��.,.. <br />-- - 2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE <br />F.F.E. _. .. �- -- <br />PROVIDE (5) %" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 416" <br />0'-9" A_B_OV_E_ THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF — — _-- -- - <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />PRE -CAST LINTEL <br />PER PLAN <br />----FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />PRE -CAST LINTEL PER PLAN-- — MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />I I I <br />I I I <br />I I ( <br />I I I <br />-- <br />I � I <br />II I I <br />II I I <br />I <br />I <br />I ! I <br />I I I <br />I I I <br />I <br />PRECAST LINTEL SEE <br />SEE PLAN �----�- _ - _r-` PLAN <br />I <br />! I <br />EXTEND REINFORCING TO <br />- -=_ -- END OF PIER W/ 6" BEND TO <br />! LAP WALL REINFORCING AS <br />SHOWN. <br />I <br />! ! MIN (2) SOLID FILLED & <br />! i REINFORCED CELLS W/ NO.5 <br />I i VERT. BAR ADJACENT TO <br />—= GARAGE DOOR OPENINGS. <br />I I I <br />I <br />! NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />l NO. 5 DOWEL TO MATCH EACH <br />_ SOLID FILLED & REINFORCED <br />! CELL EXTENDING FROM FOOTING <br />l l i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />1-- OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />! ! AT BOTTOM. <br />II II II <br />I II I <br />! II CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH ! i L— _ PER PLAN <br />FLOOR SLAB <br />I I I <br />/x <br />! I I <br />! I I <br />I I I <br />\ I I I \ \ <br />GARAGE SHEAR PIER <br />:�L- PER (10) 1 RUSSES APPLIED TO I! <br />- WEBS DIAGONAL bKAGE APPLIED AT I II <br />ANGLE 1 t7 Ni i LESS FHAN (,3) TRUSSES. 1 <br />CCNTINUC L)S L"', EdAL R ST'RAJNT j <br />,i ; •; � li I�L <br />I it li '! it <br />i Bli.'�.L•ES it E I HI YP <br />0 <br />Cl) <br />rn <br />a <br />N <br />N <br />wv� <br />APE <br />O <br />O <br />i I 00 <br />-- —T--- 0 <br />E <br />-EI� I N <br />II II M <br />_ <br />`( LJL <br />I <br />Ld <br />� <br />J <br />true design studios <br />� <br />Z <br />r .IScE. O <br />Y 9000 REGENCY SQUARE BLVD. <br />SUITE LATERAL BRACING - MULTIPLE TRUSSES d <br />1.O <br />1 ALL P.ESTRAINT LU"ti BI SHOWN SHALL BE 2x4 NO 3 SPF OR BETTER (UNO). O <br />SHOULD A SCENAR110 ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O j <br />CONTACT 71iE ENGINEER OF RECORD FOK APPROPRV TE BRACING DETAILS. W <br />3 BRACING LUMBER SHALL INTERSECT THE 'WEBS OF f HE BRACED TRUSS AT LOCATIONS INDICATED AS � <br />NEEDING BRACING ON THE INDIVIDUAL TRUS'S DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />i DIHNHON' <br />4 ALI_ FA.STENFRS SHOWN ARE 131" x 3" LONG IUNO) � <br />5 i>E:SIi�N+ D C'CR E�CaI-F3'3. 2001. � <br />> / r .��. <br />m <br />CONTIN! x>US LA 1 ERA[ RESTRAINT WEER � 1 <br />MAX � SUBSTITUTE <br />E�hAcE sTlrurE � <br />V�EB f; 0.1t,E.r, <br />CING ((A�SCE P----A-:FSCAB <br />—=li <br />2x0 ` ROW 2x4 (I 2x4�', U N <br />4 2 ROWS 2x6 (2)7_x4" it <br />- E3F.Ac L f,^,5E iJL.G 1 v 2x6 (2)2x4• — Z <br />W_B "Al,1C'1 A.T 0 U_ ; ter`' 1 ROW 2x4 1)=x <br />2x�� % ROVJ <br />zx^ ?ROW/S 2x6 (2)2x6" W <br />?Y4 O <br />I_-F3RA:`;_ FAS I E.NED TO O <br />O <br />WEB V^1/ 10d AT 6' O C a) <br />SINGLE TRUSS BRACING ti <br />L <br />1. INDiVIOUAL 'AtEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />ti <br />R'""S'RAIN.i fCLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN rn <br />SCAB GRACE FASTENED TO AL 1 LRNATIVE WEB BRACING METHOD IS DESIRED. Z <br />WEBV.v!10dAT6"C)C. W <br />`IF (2i BRACES ARE '. INl_)IVIDUAL WL.B GRACING MAY CONSIST OF 1--BRACING, L-BRACING, OR <br />REQUI, RACESAAPPLY (1) BRACE SCAB BRACING REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) � M W <br />MAX Fi EACH FACE OF (1) B. ? INDIVIDUAL WEER BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W W <br />GRADE AS 4VFB TO BE BRACED. <br />81:P D BLIVA <br />(SL E'NAI i_ Sl- K)Ni <br />_J. <br />W II_L SC)Uu ? J `3: 1'v i 13cr1IV1 <br />LU <br />Lo <br />i - <br />8 F -.- -- L)EPTH OF LINTEL <br />ASSC. MBLY "- <br />----GROUT FILI.LD LINTEL ASSEMBLY <br />_ r'' PRECAST L.INTF1. SEE PLAN <br />8 F-# <br />Bz ,ND BLAM <br />P INEoP(' E M F N T <br />SE_E WALL SEA: f !()N) <br />4 <br />'O )URSING GELOY-4 BOND <br />_ <br />gEGPA I ":AY BE , II ._ED Cr <br />UNRLLEU <br />I <br />8U8 <br />1 - ---- <br />t IN EEL MAY BE FILLED <br />OR UNFILLEF) <br />!-- <br />---- <br />3" PPECAS LINTEL SEE PLAN. <br />8U8 <br />J Z w <br />00 al O to <br />W Q <br />W <br />W <br />z Q O <br />z > Q a <br />W <br />W W W <br />o J � <br />W W <br />O X <br />ILL LL <br />z z <br />0 <br />t . - BOND BEAM ~ <br />REINFORCEMENT QLU <br />(SEE WALL SECTION) 0 <br />a z <br />- - FILL SOLID TO BOND BEAM r p a <br />U L� <br />- - Q LLJ <br />' LINTEL REINFORCEMENT Abbott Park Q <br />OLL U <br />Q This JA bI�TFE-Alically W <br />3 F -. - # DEPTH OF LINTEL ASSEMBLY "d" <br />A j PE on the date and/or time stamp Q <br />— #5 BOTTOM BAR TO EXTEND C) shown using a digital signature. Z <br />NO LESS THAN V BEYOND Z <br />BEARING AT EACH END } <br />I W <br />I �- --GROUT FILLED LINTEL ASSEMBLY 0 PROJECT NO: <br />--- 8" PRECAST LINTEL. SEE PLAN. O 2020.004113 � <br />ILL <br />DRAWN. DO O <br />�CHKD: LO <br />EAF W <br />W J <br />� Q <br />Q U <br />Q W <br />LAIC/ i,�� cn <br />% <br />•• <br />No 85166 •• ♦ <br />W <br />Z <br />DO Sign•d by: <br />Lij <br />♦ 0011EF43�i. <br />Q i�Fss• R�•0•��,%�` Z <br />_O 06-01-2020 0 <br />F— W <br />Cn <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL_ OPTIONS Q No. Description Date <br />O ---- Z <br />z 0 <br />= o <br />w <br />ST-6 <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />