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ROOF DECK ROOFTRUSS OR RAFTER UPLIFT CONNECTION PER TYPICAL WALL SECTION SUB FASCIA MOISTURE BARRIER TYPICAL PORCH BY OTHERS CEILING BOARD PER PLAN. SEE TABLE 2; A MOISTURE BARRIER SHEET ST-1 (PORCH BY OTHERS CEILING BOARD) MASONRY LINTEL PER PLAN TYPICAL PORCH SHEATHING DETAIL AT MASONRY EXTERIOR WALL (THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES UNLESS NOTED OTHERWISE) #5 CONT. I a o J (1) #5 BAR AT CORNER W/ MIN. 25" LAP N rl Z #5 CONT. o v PRE -CAST LINTEL PER PLAN FILL BOTH LINTELS SOLID W/ CONTINUOUS POUR PRE -CAST LINTEL PER PLAN �— MITER -CUT LINTELS AT CORNER, CORNER TO BE TEMPORARILY SHORED FOR MIN (7) DAYS LINTEL REINFORCING AT CORNER TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d COMMQNS EACH END FASTEN 2x6 NO.2 SYP— DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS 2x6 NO.2 SYP DIAGONAL BRACE-, SEE PLAN • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE FASTEN 2x6 NO.2 SYP "T-BRACE" TO DIAGONAL BRACE w/ 10d COMMONS @ 3" O.C. BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) ROOF DEC FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE, 6" O.C. IN FIELD WITH 8d RINGSHANKS I PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR FROM DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS GABLE ANGLE BRACING DETAIL 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD WITH (1) H2.5T w/ (10) 8d x 1-'/2' 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK WITH 8d COMMON @ 3" O.C. GABLE TRUSS WALL SHEATHING PER PLAN L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING MOISTURE BARRIER SHALL BE PROVIDED BETWEEN MASONRY TmAND ALL UNTREATED LUMBER / HGAM 10) GABLE TRUSS TO BOND BEAM W/ META20 @ 48" O.C. W/ MIN (7) 10d x 1 -Y2" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 OR MSTAM36) 8'-1" ABOVE F.F.E. TOP OF 6'-1" ABOVE OIL F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. 0'-9" ABOVE F.F.E. TOP OF CURB F.F.E. 2x6x12 f T CENTEi DIA. ANCHOI 2x4 PT TOP.,.,.,,. (LOF OPENING I 2x6 PT BUCK EACH SIDE OF OPENING - PROVIDE (5) 38' DIA. J-BOLT OR LARGE DIAMETER SCREW ANCHOR w/ 5 '/2' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 '/2" x 416" THICK WASHER w/ EACH ANCHOR. (1st BOLT TO BE 9" MAX. ABOVE CURB.) GARAGE DOOR JAMB DETAIL VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM TOP OF WALL +-- -----}---- --------- -------- I I � I I I I i I ; i I I I I I I II .I I it i I I- --i--------- ---------------- I I I � I I I i PRECAST LINTEL SEE I � I SEE PLANS PLAN EXTEND REINFORCING TO END OF PIER W/ 6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) SOLID FILLED & REINFORCED CELLS W/ NO.5 VERT. BAR ADJACENT TO GARAGE DOOR OPENINGS. NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER i l NO. 5 DOWEL TO MATCH EACH i SOLID FILLED & REINFORCED i CELL EXTENDING FROM FOOTING TO LAP WALL REINFORCING W/ MIN 25" LAP UNLESS NOTED OTHERWISE ON DOWEL & LINTEL PLACEMENT PLAN. MIN 6" BEND j l AT BOTTOM. II II I I jl CONCRETE FOUNDATION WORK TOP OF FINISH PER PLAN FLOOR SLAB I I � I I I I I I I I I I I I I I \ I I I I I I I I I I I I GARAGE SHEAR PIER w J 0 w U w w U) TRUSSES NEEDING BRACING O O - APEX-C O 04 00 O a) a)0")coBE � CE, N N co J LL W tds J J true design studios � . Z O U 9000 REGENCY SQUARE BLVD. LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 2 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). C) 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CD CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. W 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS _ NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. ALL FASTENERS 0SHWN ARE )— 5. DESGNED PER BCSII--63,007.131" x 3" LONG (UNO). , "HMON' 0 � J t lb _" MAX T-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L-BRACE FASTENED TO WEB W/ 10d AT 6" O.C. SCAB BRACE FASTENED TO WEB W/ 10d AT 6" O.C. *IF (2) BRACES ARE REQUIRED, APPLY (1) BRACE TO EACH FACE OF WEB. BOND BEAM REINFORCEMENT (SEE WALL SECTION) FILL SOLID TO BOND BEAM CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB 2x4 2x4 1 ROW 2 ROWS 2x4 2x6 (1)2x4 (2)2x4* 2x6 2x6 1 ROW 2 ROWS 2x4 2x6 (1)2x6 (2)2x4* 2x8 2x8 1 ROW 2 ROWS 2x6 (1)2x8 2x6 (2)2x6* W ly- Q= C N z W W Of O O O O SINGLE TRUSS BRACING lq- 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ti ALTERNATIVE WEB BRACING METHOD IS DESIRED. O 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (n 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W GRADE AS WEB TO BE BRACED. z W Uj O tYl w W Q W Z_ 0 > 0 Q W m w o Q � w w w w O d' X z a LL� Z O Z BOND BEAM REINFORCEMENT J (SEE WALL SECTION) Lij O I-_ o W Z = FILL SOLID TO BOND BEAM O a U) U LINTEL REINFORCEMENT Abbott Park J 40' 0 8 F - #-f DEPTH OF LINTEL ASSEMBLY "d" GROUT FILLED LINTEL ASSEMBLY 8" PRECAST LINTEL. SEE PLAN. BOND BEAM REINFORCEMENT (SEE WALL SECTION) COURSING BELOW BOND BEAM MAY BE FILLED OR UNFILLED a oli sus LINTEL MAY BE FILLED OR UNFILLED 8" PRECAST LINTEL. SEE PLAN. 8U8 8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" LL LL LOT 003-01-A w #5 BOTTOM BAR TO EXTEND U Q NO LESS THAN 1" BEYOND Z BEARING AT EACH END } 0 GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: w •. 8" PRECAST LINTEL. SEE PLAN. O 2019.007595 LL 8F-1 -TT = DRAWN O U JMM o LO F_ CHKD: x EAF Q Q ♦ 5 ......•• ., W i 0 a 5 6 • w . Z0 cc• 0 : 3 '. STA E OF GU: w i 0 •. �/ W j O N A� ;% Q>¢ O 09-23-2019 Q F— W U REVISIONS: TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w W — (n O I-- Z Z '0 U w I— X w ST=6 a CMUIMETAL CONNECTOR ENGINEERING /�