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9ocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C-%2rr. 1EC <br />MOISTURE BARRIER <br />BY OTHERS <br />F T CONNECTI NO PER <br />AL WALL SECTION <br />0 <br />I !� ` 1EATHING DETAIL <br />TYPICAL PC <br />R1 DR WALL <br />THIS Lit O ALL COVERED <br />POR(I S: OTHERWISE) <br />'NI EDGES - <br />F GABLE <br />t DGEWISE <br />LATWISE) <br />TOE -NAIL MJ N h. 2 S P B' )� <br />BETVdEi N U: ; TO',i;Ht h: <br />MMONs Fr•)F DECK <br />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS I <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />FASTEN 2x6 NO L SYP - <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) �- <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE <br />-- <br />SFE PLAN <br />• UP TO 8FT SINGLE 26 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />I\ <br />FASTEN 2x6 NO,; SYP - <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS ga D C <br />-0 OR AS SHOWN ON PLAN <br />I' <br />C, HGAM10 BRACE CONNECTOR <br />F )M DIAGONAL BRACE TO CMU <br />t .R.RIER BETWEEN MASONRY <br />- " ;.iMBER BY OTHERS <br />GABi N( -E BRACING DETAIL <br />vc S CLIPS MAY BE OMITTED FROM <br />I I F FTAIL FOR NON -DROPPED GABLE <br />Uc )VERHANGS. <br />I I I I 1 I l! I! I I I "N li_'J�ul! .■ ! n , t t� I � � __ ! i i t � t _ _ � i �� r , u <br />8' 1"ABOVE + 4 OF OPENING - - - fti - - --,r == ------ _ ------ o <br />i1 <br />--- 1 \ <br />F.F.E. 2x6x12 PT I < I <br />CENTER BUCK r l �'; °' O <br />OTOP OF 7 <br />GARAGE DOOR Ir1O� O <br />it :UANLOCATION <br />- <br />Lq <br />6-1" <br />ABOVE i _ O DRA'J`✓ING <br />F.PEX <br />F.E.C14 '0 <br />OR <br />q8"DIA. ANCHOR I --- IL`---- --_ �` -- - :.�-- -- -_ __ �I-' � <br />- ` --- <br />I <br />4'-9" ABOVE 2x4 PT TOP BUCK- <br />F.F.E. �, \ <br />pPo. E i t (l ,_ iT`iF." IF LAiBFc- <br />2x6 PT BUCK EACH SIDE OF OPENING I! SILL . F Ef MADE OF All, I _ j 'J.N JNc P!L_,:E <br />\. \J DO C r"".q, , . vEF rF'1NC I M <br />1. BPAI FS - I ,. TS-{jc yP l <br />LL <br />td <br />2'-9" ABOVE I I J <br />a !' <br />F.F.E. <br />> tale design studios <br />PROVIDE (5) �8" DIA. J-BOLT OR LARGE Z <br />DIAMETER SCREW ANCHOR w/ 5'/2" S -E'S PiEED!Ni'. !3f'>.'.!" "; O <br />EMBEDMENT AT EACH DOOR BRACKET, ` - - - U) <br />EACH SIDE OF DOOR. PROVIDE 1 %" x �16" U 9000 REGENCY SQUARE BLVD. <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. t r t lI p -f ; ; ;. R E -� SUITE 100, JACKSONVILLE, FL 32211 <br />F.F.E. ,� D EP\ I_ BR'�c ','1NG �_ `_ 1r s i R``. SSES O <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) � .� _� _ _ <br />TOP OF Z L ✓I'. '!;. St1. ;FJ w'.i t t. RBE'TER ;UNC). O -a <br />CURB NZ kl,, T - "i, �Lf: Sf IND �.�' l\l v �PF l! TFL O <br />W0 <br />� <br />F.F.E.- OILI " „ f :I ct 5)' TIE „PUS. .!I'a _F=R. 1 cA <br />4ROHOMON <br />GARAGE DOOR JAMB DETAIL <br />m <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5Tw/ (10) 8d x 1-'/z" <br />F 2x4 N0.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O C. <br />i <br />GABLE TRUSS <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 />i AND ALL UNTREATED LUMBER <br />I <br />GABLE TRUSS TO BOND BEAM W./ <br />META20 @ 48" O.C. W/ MIN (7) 10d x <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />/ HGAM 10) <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />P <br />v <br />o - _ <br />-- -------- o <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 <br />I <br />I <br />li I I <br />I <br />I <br />I I I <br />I I <br />I <br />PRECAST LINTEL SEE <br />SEE PLAN- L111 <br />PLAN -!- - - r = <br />I i I <br />I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />I I <br />LAP WALL REINFORCING AS <br />- - -- - - SHOWN. <br />-I <br />/ MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />- VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I <br />' I I N0.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />NO. 5 DOWEL TO MATCH EACH <br />_ SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />—L OTHERWISE ON DOWEL & LINTEL <br />I <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />it CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />II II I i <br />-7 ----- - 7 <br />I I I <br />I I I <br />I <br />GARAGE SHEAR PIER <br />;6" MAX I' ;r <br />f�C t RA( :-ASTENi IJ TO <br />�B V,, 1uc! . 1 h:' O C. <br />,l P P I `•' i'! ; BRACE <br />JF VA B. <br />!I -_MEN_; <br />LLJ <br />W <br />_ rlLi_ B .AM <br />w <br />J) <br />I <br />V F-# <br />�JBSTITUI> Q <br />FiEv ;1LTERNATE BRACING I <br />- - . O <br />-L T OR L_ SCAB_ U) <br />r, 2x4 (1)2x4 } >N <br />2 POVvS 2x6 (2)2x4 U <br />- - -- -- -- �' Z <br />i ROW 2x4 (1)2x6 II Uj <br />ROWS 2x6 (2)2x4- 0 <br />W <br />R O'Al 2x6 - - (1)2x8 ~ <br />2 ROWS 2x6 (2)2x6' I: <br />- -- -- - - - - -' --- O <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />INDIVIDUAL `,;'VEEi BRACING MAY BE USED WHEN CONTINUOUS LATERAL L0 <br />F'C ,7 R,A!,'('!-tyR) !S SPECIFIED ON A TRUSS DESIGN BUT AN ^ <br />'!=B BRACING METHOD IS DESIRED O V J <br />c t.'• i r A! it r _i.NG MAY CONSIST OF T-BRACING. L.-BRACING, OR ZLU <br />REFER O CHART AND UE TAIL FOR f,ACRE INFORMATION. U) <br />fN ! h At a fit. 61N T ERIAL-0 Gr SAME S2L, SPECIES, AND LU <br />ti _ sR ;CED Z <br />U) Lu <br />w <br />LLJ <br />O cl) <br />w O <br />Q O <br />z <br />3 > Q Q <br />z Lu <br />W <br />Q Q � W W <br />elf <br />LIJ LU r` <br />O <br />LL LL r <br />O Z: <br />O <br />- - Jt L <br />AST ;t . _L. Si_E PLAN <br />SEEP ,. <br />sus <br />BOND BEAM <br />' <br />REINFORCEMMENT <br />� <br />w <br />i <br />(SEE `WALL S._ 'TION) <br />O <br />F- <br />�'-ROND BEAM <br />p <br />a <br />�l <br />w <br />-- LINTEL REINFORCEMENT <br />Abbott Park <br />Q I <br />O <br />U <br />J <br />W <br />t <br />LOT 011-02 <br />r •�-----DEPTH <br />OF LINTEL ASSEMBLY"d" <br />Q <br />0 <br />- - -- <br />#5 BOTTOM BAR TO EXTEND <br />V <br />Z <br />Q <br />Z <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />- - -- -------- <br />GROU-1 FILLE-D LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />W <br />UL <br />----- ---8" <br />PRECAST LINTEL SEE PLAN. <br />d <br />2020.004115 <br />LL <br />z <br />O <br />_ I _ <br />DRAWN. <br />DO <br />. <br />0 <br />o <br />v <br />. <br />wCHKD: <br />LO <br />EAF <br />WJ <br />Q <br />U <br />R '•,, <br />CD <br />.� c....... <br />E N s <br />z <br />No 85166 <br />Q <br />w <br />' <br />w <br />� O •. <U . <br />U) <br />CD <br />�r�rrrr!ltt��� <br />Q <br />(n <br />. <br />O <br />05-22-2020 <br />p <br />I-= <br />W <br />CO <br />U <br />REVISIONS: <br />�l. l i`� T _ _ �C)'- T j o r� S Q I No. Description j Date I- <br />U) J <br />O O <br />Z Z <br />U 0 <br />w <br />x <br />ST=6 <br />a. <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />