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APA RATED SHEATHING. 2x4 DIAGONAL ATTACHED SEE NAILING SCHEDULE W/(4) 10d NAILS O SEE NAILING (TABLE FOR ATTACHMENT. INTERSECTING BLOCKING SEE NAILING SCHEDULE TABLE { U.N.O. AND (1) SIMPSON LSTA12 SCHEDULE TABLE FOR ATTACHMENTS (1 / TO 2x8 VERTICAL BRACE FOR ATTACHMENTS SEE NAILING APA RATED SHEATHING. SCHEDULE TABLE SEE NAILING SCHEDULE FOR ATTACHMENTS TABLE FOR ATTACHMENT. ' U.N.O. I ' APA RATED SHEATHING. MAX PRE-ENGINEERED I F USSES TABLE OR ATTACHMENT.AC (1) SIMPSON SP1 OR 0 24" O.C. U.N.O. SP2 O EACH STUD TOP AND BOTTOM (1} SIMPSON LSTA12 OF WALL mm 2x BLOCKING 0 ALL / 2x6 S.Y.P. ATTACHED TO SEAMS, USE EDGE NAILING INTERSECTING 2x4 BLOCKING W/(5) 10d NAILS APA RATED (1) SIMPSON LTA1 48" O.C. SHEATHING. SEE NAILING ATTACHED TO BOTTOM SCHEDULE TABLE FOR CHORD OF GABLE ATTACHMENT. U.N.O. 2x4 LEDGER ATTACH W/(3) 1/2" CEILING GYM BD W/ 16d TOENAIL INTO EACH 5d COOLER NAILS 7' O.C. SIMPSON H4 INTERSECTING 2x STUDS OR EQUAL„ DIAPHRAGM 2x4, 24, OR 2x8 S.Y.P. AREA (4 BAY OR 8 ft I 2x4 BLOCKING ATTACHED W/ (2) 16d TOENAILS EACH END, UNO. CATHEDRAL 1/2' CEILING GYPSUM BD !PLAT OVER 7/16" NOMINAL APA APPROVED SHEATHING ATTACH SHEATHING W/ Bd NAILS 4" O.C. BOUNDARY, EDGES AND FIELD. 2x4 BLOCK (3) 10d NAILS EACH END '_PRE-ENGINEERED TRUSSES 0 24" O.C. _ SEE DETAIL A ON THIS SHEET (TYP) 1/2" CEILING GYM BD W/ 5d COOLER NAILS 7" O.C. -OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. #t2 0 16" O.C. SEE FLOOR FROM MASONRY WALL) 8" MASONRY WALL PLAN FOR SIZING OF STUDS W/(1) #5 REBAR/ FLAT OR CATHEDRAL CONT. IN KNOCKOUT 1/2" GYM BD --4L COURSE 1L BALLOON FRAME CABLE END GABLE END WITH FLAT CATHEDRAL WALLS o� r OF L GABLE ROOFS 0 < 10' n NOTE: a = 4 FEET IN ALL CASES HIP ROOFS HIP ROOFS 10' < 0 < 30' 10' < 0 < 30' FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES CONNEC TOR SCHED UL E UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S Y.P.) UNLESS NOTED OTHERWISE SIMPSON USP !D QTY. CONNECTOR UPLIFT FASTENERS CONNECTOR UPLIFT FASTENERS T1 1 MTSM16,20 840 1%) x� % (4) en T2 1 META1820,36 1500 14 10d x 1 112' HTA18-20 1500 13 10d x 1 112' T3 1 MSTAM24 1370 1% ' x 2 1f4 rlten N/A T4 1 LTT20J8 1750 (JO) 16d LT52CB 1910 10 16d T5 1 LTA1 1765 (12) 10d x 1 1/2' N/A 76 1 HETA20 1890 (16) 10d x 1 1/2" HTA20 1890 16 10d x 1 1 2' 77 1 HTT16 4175 (1) 518' A.T.R.- (18) l6d HTT16 4290 (1) 5/8' A.TR.- (18) 16d 78 1 MGT 3965 (22) fAd & 518' A. T.R's N/A 79 T10 1 HTT22 5260 (1) 5/8' A. T.R. w/ (32) 16d Slickers HTT22 5370 (1) 5/8' A. T.R. ** w/ (32) 16d Sinkers 771 1 HGT-2 (2ply member) 8665 (2) 3/4' A.TR- w/(8) 10d HUGT2 (2ply member) 9505 2) 3/4' A. TA wj(8) 10d 172 1 HGT-3 (jWy member) 9685 (2) 3/4' A.T.R- w/(8) 10d HGT-3 (Joly member) 9770 2) 3/4' A.TR.+'* wj(8) 10d TI3 1 H10 990 8 8d x 1 112" R716 1030 8 8d x 1 112' 774 1 MTS30 1000 (14) lad 1 112' or lad MT#72 1195 (14) 10d 1 112' or 10d T15 1 LSTA18 1265 (14) 10d LSTA18 1270 (14) 10d T16 1 N1S20 145D (24) 10d 1 1/2" or (20) 10d HTW20 1530 (24) lod 1 1/2' or (20) fOd T17 1 LSTA30 1715 22 10d LSTA30 1740 22) 10d T18 2 M7518 2000 (28) tad 1 112' or 10d Mr 778 2390 (28) 10d1 112' or 10d 779 (2) HT520 2900 (46) 101d 1 1/2" or (48) 10d HTS20 3060 40 10d 3' or 48 10d 1 1/2' 720 1 ST6224 2520 (28) 16d N/A 121 (3) HTS20 4350 (72) 10d 1 1/2' or(72)10d N/A 722 (4) H7S20 5800 (�) lAd 1 1/2' ar (96) 10d N/A T23 WOOD TO MASONRY UPLIFT LESS THAN 1500# USE SIMPSON META20 WOOD TO WOOD UPLIFT LESS THAN 455# USE SIMPSON H5 w/ (8) 8d WOOD TO WOOD UPLIFT LESS THAN 1000# MORE THAN 455# REQUIRE MTS12 w/14-10d * CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE: ** DENOTES ALL THREAD ROD TO BE EMBEDDED 5" MIN. AND SECURED W/ SIMPSON SET EPDXY OR EQUAL. GABLE ROOFS 0 < 10' GABLE ROOFS 10' < 0 < 45' 1'- MP APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48" D.C. (1) SIMPSON LTA1 48" O.C. ATTACHED TO BOTTOM - CHORD OF GABLE APA RATED SHEATHING. 2x4 DIAGONAL ATTACHED SEE NAILING SCHEDULE W/(4) 10d NAILS O TABLE FOR ATTACHMENT. %_INTERSECTING BLOCKING U.N.O. SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS 1'• M TRUSSES APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2x4 LEDGE CONNECTED TO GABLE W/(4) 16d TOENAILS IN EACH VERTICAL ATTACH "L" BRACE TO LEDGER W(3) 10d NAILS 2x4 BLOCKING �1 /2" CEILING GYM BD W/ 2x4 BLOCK (3) 10d CATHEDRAL / 5d COOLER NAILS 7" O.C. (1) SIMPSON LTA1 48 O.C. NAILS EACH END SEE DETAIL A ATTACHED W/ OR EQUAL, DIAPHRAGM AREA ATTACHED TO BOTTOM ON THIS SHEET (2) 16d TOENAILS (4A SAY OR 8 ft FROM MASONRY CHORD OF GABLE 2x4 S.Y.P. STUDS 016" D.C. (TYP) EACH END, LINO. NOTE: CROSS BRACING /2" GYM BD FLAT OR CATHEDRAL AND ALL BLOCKING TO BE APA RATED SHEATHING. 2x4 DIAGONAL ATTACHED SEE NAILING SCHEDULE TABLE FOR ATTACHMENT NTTERSECTTI GAIBL';KING U.N.O. 0 24' O.C. PRE-ENGINEERED TRUSSES 0 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) SON H1 2x4 BLOCKING 1/2' CEILING GYM BD W/ ATTACHED W/ 5d COOLER NAILS 7" O.C. 6END, ,UUNO. S GM EACH AREA (4 BAY OR 8 ft BLOCK BETWEEN STUDS FROM MASONRY WALL) 8" MASONRY WALL / REPEATED 48" O.C. TYP. 1/2 GYM BD W/(1) #5 REBARJ CONT. IN KNOCKOUT (1) SIMPSON SP1 OR COURSE 8' MASONRY WALL SP2 O EACH STUD W/(1) #5 REBAR 16d CONCRETE NOTE: CROSS BRACING TYP. MASONRY GABLE END CONT. IN KNOCKOUT CUT NAIL 6" O.C. AND ALL BLOCKING TO BE COURSE REPEATED 48" O.C. TYP. h --� I I I I I ( -----F -- -- 1-----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 I I I I I I I I I I I I I Q i I Q i 1 I I I I I I I I I I I I I I I h I I I I I I I I I I I I t I I I I I 1 I I I I I I I i I I I I a ®i ® fl ©i Q GABLE ROOFS 10' <0<45' FRAME/MASONRY GABLE END APA RATED SHEATHING. SEE NAILING 2x4 DIAGONAL ATTACHED SCHEDULE TABLE SEE NAILING SCHEDULE W/(4) tOd NAILS O NOTE: CROSS BRACING APA RATED SHEATHING. FOR ATTACHMENTS TABLE FOR ATTACHMENT. INTERSECTING BLOCKING AND ALL BLOCKING TO BE SEE NAILING SCHEDULE U.N.O. „ %TABLE FOR ATTACHMENT. REPEATED 48 O.C. TYP. I U.N.O. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 EACH END OF 'L" BRACE 2x4, 2x6, OR 2x8 S.Y.P. #2 0 16' D.C. SEE FLOOR PLAN FOR SIZING OF STUDS 2x BLOCKING 0 ALL SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. REQUIRED LAP SPLICE, EMBEDMENT, AND HOOKED REINFORCING STEEL INCHES GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BENDLENG DIAMETER .H LAP SPLICE "A oc, "D' "AI D,JI Ic" /n" #3 1718 4114 7 15 2 1/4' 4114 9114 11/8 #4 2112 5518 9112 20 Jr 5518 12 112 24 #6 3 1/8 7 11 3/4 25 33140 7 1514 30 #6 3314 87116 14 30 4 1/2" 87116 181112 36 #7 4318 9 13/16 16112 35 5 1/4' 9 13/16 21314 42 #8 - - - - 8' 11.25 24 3j4 48 #9 - - - - 9' 12.66 28 54 #t0 - - - - 10 14.06 31 60 11' 15.46 341/4 66 REBAR LAP AND HOOK SCHEDULE DRILL & EPDXY MINIMUM EMBEDMENT 5" SIAAP.SnN .SFT 141G14 S7PFNGTN FPnYY EXISTING MASONRY SIMPSON SET HIGH STRENGTH EPDXY BOND BEAM TYP. RETROFIT VERT. DOWEL CONDITION 0 L SEE DETAIL A 1/2- CEILING GYM BD W/ ON THIS SHEET (TYP) 5d COOLER NAILS 7" O.C. SIMPSON H1 OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) FLAT OR CATHEDRAL TYP. FRAME WALL GABLE END NBRACING BRACING PER TRUSS ENGINEERING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (1) SIMPSON LSTA12 STRAP 48" D.C. (1) SIMPSON LTA1 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE O 2 H APA RATED SHEATHING. 3 SEE NAILING SCHEDULE Q z7.1 TABLE FOR ATTACHMENT. Q M P U.N.O. — w z p = ui Lu U j Cr PRE-ENGINEERED TRUSSES w ¢ z m O 024"O.C. X UWmd� Q I j~dO 0 J - x0 w_�wI_uj � o SEE DETAIL A _ W Z W ON THIS SHEET (TYP) ,�j — `\\\111i11i11 WLL 0 2x4 BLOCKING 1/2" CEILING GYM BD Wj ` `V . •' • • • • • i ATTACHED W / 5d COOLER NAILS 7" O.C. % OR EQUAL, DIAPHRAGM AREA LL'; g •• EACH6END, U O. d TOENAILS (yy4ABAY OR 8 ft FROM MASONh �: U= h : Z W. 0 �•� /2" GYM BD FLAT OR CATHEDRAL 8" MASONRY WALL / W/(I)#5 REBAR J /� °°•° °• �O `� CONT. IN KNOCKOUT �j/ COURSE //,III111111 PRU W W NOTE: CROSS BRACING AND ALL BLOCKING TO BE a W REPEATED 48" O.C. TYP. W FOR GABLE SECTION LESS THAN 4'-0" HIGH xz �o SEE NAILING APA RATED SHEATHING. 41 SCHEDULE TABLE SEE NAILING SCHEDULE O FOR ATTACHMENTS �TABL FOR ATTACHMENT. a COMPRESSION WEB SLOPING 2'-6" MAX. FOR 2x4 S.Y.P42 - 9Y ` UI: MS AI IALHtU OUTRIGGERS 0 24" O.C. /() 16d TOENAILS -�-oR VERTICAL 3'-0' MAX. FOR 2x6 S.Y.P.#2 EACH END. UNO. OUTRIGGERS 0 24" O.C. SIMPSON H1 APA RATED SHEATHING. SEE NAILING SCHEDULE CONTINUOUS PERMANENT TABLE FOR ATTACHMENT. LATERAL BRACE (CLB) U.N.O. r PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF A LT . OVERHAND DETAIL (OUTRIGGER) WEB TO PREVENT LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROXIMATELY 20' INTERVALS. `1/2" CEILING GYPSUM BD CLB BRACING @ 20' MAX INTERVALS NOTE. THREE OR MORE REPEATED IDEN77CAL TRUSSES SHALL HAVE DIAGONAL BRACES (AS REQUIRED BY SCSI) ' .i • t 1, #13-2-1/2" #4-2-1/2" #5=2-1/2" #6— 3" #7-3-1/2" STANDARD 90 HOOK STANDARD 180 HOOK LAP SPLICE 0 0 1 APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHME�L U.N.O. ' PREFAB ROOF TRUSSES 0 24" O.C. 4'-0' 4'-0" 2x4 BLOCKING ATTACHED 1/2" CEILING GYM BD W/ W/(2) 16d TOENAILS 5d COOLER NAILS 7' D.C. EACH END, U.N.O. �OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) EMBEDDED CLB DIAGONAL BRACE AS REQUIRED — 2x4 BLOCKING ATTACHED W/(2) 16d TOENAILS (1) SIMPSON LSTA12 0 48" O.C. Aiii6 EACH END, U.N.O. INTO BOTTOM CHORD OF GABLE TRUSS AND 2x4 "L" BLOCKING 10d NAILS 6" O.C. CONNECTINGJ�n V BOTTOM CHORD OF GABLE TO 2x8 PT PLATE, CONT. x8 PT PLATE W/ 1/2.0 ANCHOR BOLTS 48' O.C. EMBED. MIN. OF 6" INTO 2500 p.s i. GROUTED 8" BOND BEAM /W (1) #5 CONT. ALT. MASONRY GABLE CONNECTION CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. 20'-0" 20'-0" C \-TOP AND BOTTOM CORD GABLE END. BRACING AT 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACFACTURE'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. GABLE AND CLB BRACING DIAGRAM A MAY no A'-n" 1AIA1 APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48' O.C. (1) SIMPSON LTA1 48" O.C. TRUSS 2x4 BLOCKING (1) SIMPSON LSTA12 1/2" CEILING GYM BD W/ ATTACHED TO BOTTOM ATTACHED W/ {) OR PROVIDE 5d COOLER NAILS 7" O.C. BOTTOM 2x4 CONTINUOUS OR EQUAL, DIAPHRAGM AREA CHORD OF GABLE CHORD (2) 16d TOENAILS EACH END, LINO. ADJACENT WITHIN (4 BAY OR 8 ft FROM MASONRY \ 6" OF BLOCKING WALL) `1/2" GYM BD FLAT OR CATHEDRAL NOTE: CROSS BRACING 6" MASONRY WALL AND ALL BLOCKING TO BE W/(1) #15 REBAR " CONT, IN KNOCKOUT REPEATED 48 O.C. TYP. COURSE rA PA EXNDED BLOCKING INFORMATION DIAGRAM WHILE THESE PLANS HAVE BEEN THESE PLANS ARE THE PROPERTY OF THE NAMED OWNER, ANY ■ 145 VERTICAL IN FILLED CELL DATE OCt 7 2020 SHEET NAM' Construc CHECKED FOR ACCURACY, IT IS THE REPRODUCTION WITHOUT WRITTEN AL 245 VERTICALS IN FILLED CELL r BUILDERS RESPONSIBILITY TO VERIFY AUTHORITY IS EXPRESSLY DRAWN BY CAL ALL DIMENSIONS IN THE FIELD... FORBIDDEN, AND MAY RESULT IN 0 m SHEAR RESISTANT DO NOT SCALE THESE PLANS COPYRIGHT INFRINGEMENTS. GCF NTS CoalpoNETs U � N N L`I Mrn N LLLL � � t ch L � � CL N L.1 SHEET 7