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iol a a� s 9 mAlc Go m w o � Q P ` 0 r /--BACKNAIL W/ (2) 16d NAILS I SEE STRUCTURAL SCHEDULE FOR NOTES AND NAILING SHEATHING DETAIL 2"x4" OUTLOOKER ® 24" O.C. "` """" " '�` "` "` ""'" " ""`""� SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS (OPTIONAL - SEE ELEVATIONS) 2"x4" OUTLOOKER ® 24" O.C. SIMPSON H10 OR EQUAL 0 EA. OUTLOOKER IF 7.— 11 TOP CORD BLOCKING FOR FIRST FOUR ROWS 45° OF TRUSSES ®EDGES OF SHEATHING TYPICAL TOP CORD BLO CKIN FOR FIRST FOUR ROWS DOUBLE TOP PLATE 2"x4" CROSS BRACE I SIMPSO H10 OR EQUAL OF TRUSSES EKG S OF SHEATHING TYPICAL I I\\ 2"x4" CROSS BRACE AT RIDGE FASTENED I 0 EA. CUTLOOKER AT EACH JOINT W/ 4" MAX. I 24, MAX. 7/8" STUCCO FINISH PER ASTM C. 926 SIMPSON APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" LSTA12 0 EA. S D AT RIDGE FASTENED AT EACH JOINT W/ (2) 1Odx3" I "L" BRACE TO EXTEND AT LEAST INIMUM 2"x4" CROSS OVER METAL LATH. FIRST SAYERS 3/8° (2) 10dx3" ( 90% OF WEB LENGTH (SEE TABLE) 7/8" STUCCO FINISH PER ASTM C. 926 BRACING (SEE PLAN THICK EACH. 3RD LAYER 1 THICK. ' 2X6 FRAMED WALL - SEE APPLY 3 LAYERS W/ TOTAL THICKNESS"7/8 " FOR LOCATIONS WALL SECTION FOR SPACING 2"x6" P.T. SILL OVER METAL LATH. FIRST 2 �AYERS 3/8 I o do 1/2" CDX PLYWOOD OR 7/16" THICK EACH. 3RD LAYER 1 8 THICK. ABLE TRUSS 2) 16d PER JOINT w 2"x4" PANEL BLO KING 0 48" O.C. OSB SHEATHING ATTACHED W/ 10d OSB t FOR THE FIRST (4) ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. 2"x4" PANEL BLOCKING ®48" O.C. I 1/2" CDX PLYWOOD OR 7/16" OSB < _ FROM EA. END ATTACHED W/ (2) .TOP &BOTTOM FIELD 16-d TOENAILS FOR THE FIRST 8'-0 OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. (2) 16d NAILS FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD 2%4" BLOCKING ' . ATTACHED W/ (2) 16-d TOENAILS I 10dx3"0 3" O/C THROUGH \_cONTINUOUS T CHORD INTO 2"x6" P.T. PLATE x4 BOTTOM CORD BRACING 1"" MIN. 5/8" OR 1/2" CEILING DENSE 2%4' T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH 2"x4" "I" ON TOP OF PANEL WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" ® 4" O/C FASTEN WITH DRYWALL SCREWS COMPLYING WITH BLOCKING, PAP ill TPAP �I ASTM C1002 FOR FIRST 8'-0" 10dx3" ® 4" O/C MOISTURE BARRIER NOTE: 11 > BRACING S3) !u X 8 , 0 � 0 Z w _ w 0 � r X � I- C'i u.t END JACK 11'-0' MAX. v9 o x CORNER JAC * d Y U w z O * * FROM END WALL 0 4 O/C TYPICAL 5/8 OR 1/2 CEILING DENSE SIMPSON META20 OR EQUAL GROSS BRACING DETAIL J 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING TOP & BOTTOM CORD GYPSUM WALL BOARD FASTENED ® 4'-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING WITH 8d COOLER NAILS OR 1 1 4" LONG 2"x4" LEDGER (MATCH BOTTOM DRYWALL SCREWSCOMPLYING NTH AS C1002 SCALE: N.T.S. j j THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR FOR CHORD SLOPE OF ADJACENT TRUSS) 0"® FROM M END TYPWALLICAL 2) T BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UFLIFT CONNECTIONS — HIP �R,4t LING BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. * USE SIMPSON META20 (OR BETTER) CONNECTORS 5CI O�f 1/2"0 ANCHOR BOLT 0 48" O.C. 5 �� (� L (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) i `t 3 MINIMUM 6" FROM PLATE SPLICES REQUIRED MINIMUM PERMANENT TiRUSS BRACING PLAN CONNECTORS 0 FRAME WALLS & SIMPSON H5 W/ 3/16"x2''O PLATE WASHER AS PER HIB 91 SCALE: N.T.S. @ HIP JACK TO FRAME WALLS. SCALE: N.T.S. �j3 SCALE: N_T.S_ 53 53 SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKING SCHEDULE FOR SHEATHING DETAIL 2x4 BLOCKING ®48" O.C. BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER ® 24" O/C "BRACEI i 16d NAIL M cq x 7/8" STUCCO FINISH PER ASTM C. 926 ATTACHED W/ 10d NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" ® 4" O.C. TYPICAL Z THICK EACH. 3RD LAYER 1 8SAYERS 3/8" THICK. I PRE-ENGINEEREDOVF-RLAP TRUSS $RACIN-i OVER METAL LATH. FlRST TOP CORD BLOCKING FOR FIRST FOUR ROW I IMPSON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6' OVERLAP ;DI 2 II OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I ® EA. OUTLOOKER GABLE TRUSS WE 2"0" CROSS BRACE I 4" MAX. AT RIDGE FASTENED DOUBLE "L" BRACING DETAIL�j I AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST (2) 1063" I 90% OF WEB LENGTH (SEE TABLE) SCALE: N.T.S.j3 ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OSB SHEATHING ATTACHED W/ 10d 2x4 T BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING ®48 NAILS ®6" O.C. EDGES AND 12" O.C. 2x4 BLOCKING 48" O.C. (D = 0.148", L = 3" OR EQUAL (D = 0.207" L = 4 1 2" OR EQUAL FOR THE FIRST (4) ROWS OF TRU i FIELD FROM EA. END TYP. TOP & BTR I I FIE 16d NAILS INIMUM (2) 16d PER JOINT ) / (D = 0.207", L = 4 1/2") OR EQUAL ATTACHED W/ (2) 16-d TOENAILS INIMUM 2"x4" TRUSS BRACING +� 16d NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. SIMPSON HGA10 ® 36" O.C. L BRACE I I OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SCREWS OR EQUAL 2"x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS I 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY). BLOCKING, FASTEN WITH @ 4" O.C. TYPICAL OF THE THICKNESS OF THE LAST 10dx3" ®4" 0/C TRUSS BRACING OVERLAP DETAIL � LAMINATION 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 3) EACH 30d COMMON NAIL MAY BE SPACE AS SHOWN FOR 3-PLY) 5/8" OR 1 /2" CEILING DENSE TUD WALL (SEE. TYP. SEC.) REPLACED W/ (2) 16d COMMON NAILS. 6 REFER TO NDS SECTION 15.3 GYPSUM WALL BOARD FASTENED SCALE: N.T.S. WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 ® GABLE TRUSS WEB (ONE INTO EACH OUTSIDE FACE OF ) _ EACH STUD B.U.C_, SAME NUMBER OF ROWS, FOR ADDITIONAL INFORMATION FROM ENDO WALOLR ®14S O/C TYPICAL SINGLE "L" BRACING DETAIL !%O SAME SPACING) DBL. S.P.F.TOP PLATE SCALE: N.T.S. 53 TYPICAL NAILING 5CHEDULE6 FOR BUILT-UP COLUMNS j I SCALE: N.T.S. 53 SC T I O i �t � 4 ABLE TRUSS 1 ABLE TRUSS 53 "L" BRACE W/ 10d ®4" 0/C S SCALE: N.T.. cj' 3 53 (SEE SCHEDULE FOR SIZE "L" BRACE W/ 10d ® 4" O.C. 12 AND LOCATION) 12 (SEE SCHEDULE FOR SIZE >7 7 MAX. ND LOCATION) 5 TOENAIL W/ (2) 16d NAILS 5 53 1Odx3" O/C ® 6" O/C TYPICAL 53 W% (2) 10dOPERRJOINT4" O.C. V BRACING RE QU I RE1" TENTS STUD SPACING NO "L" BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE — (1) 2"x8" (2) 2"x8" FULL #2 S.P.F. @ EACH VERTICAL: AND HEIGHT @ DIAPHRAGM BLOCKING NOTE: 2"x "RUNNERS 6 s 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Fl,S3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ... ... 10dx3 NAILS @ 4> p� C ... ......ONT. BEARING DBL TOP PLATE ALTERNATE NON -DROP GABLE END DETAIL ONT. BEARING STUDS ® 16" O.C. SIMPSON SP2 SCALE: N.T.S. GABLE END BRACING DETAIL SIMPSON HGA10 0 EACH STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. �B�- AND B',G (NCB DETAIL MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. ❑ SAMUEL A. GREENBERG, P.E. #3�2�•5 ❑ THU1' H. NU1'NH, P.E. '60122 SEE STRUCTURAL NOTES AND NAILING ❑ IRUJIN J. BENSON, P E. #fig -TES SCHEDULE FOR SHEATHING DETAIL BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER ® 24" O.C. ❑ ALI ABBAS HAKIM, P.E. *S6rtSS gr 3 S3 • 12 OUBLE TOP PLATE SCISSOR TRUSS 45' ± SIMPSON H2.5 OR EQUAL TO THE $EST OF THE ENGINEER'S KNOWLEDCxE AND $ELIEF, THE 7 MAX. TOP CORD BLOCKING FOR FIRST FOUR RO ® EA. OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 12 OF TRUSSES EDGES OF SHEATHIN TYPICAL 2X4 CONT"L" BRACE FASTENED W/ FLORIDA $UILDINC; CODE, SECTION 1606 FOR 120 MPH 3 SECOND 7 MAX. (2) 10d 3"® 24" 0/C. CMID HEIGHT GUST, EXPOSURE '$' WIND ZONE (2001 EDITION. GABLE TRUSS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE I 2"x4" CROSS BRACE 2X4 KICKER® 8'-0" O/C. TRUSS VERTICAL /l\ REVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2X4 BRACING CAD 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST � SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS 2 2"x$" "L" BRACE FASTENED 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) — — — ( ) AoCREATED 01-02-02 DRAWING ONLY. SIMPSON LSTA12 TYP. ATTACHED W/ 2-10d 0 EA. TRUSS (2) 1NO" SIMPSON #3 WITH 8-8d WITH (3) 16d PER SIDE (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TP BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) ABLE TRUSS DIAPHRAGM BLOCKING ANecc 0 48 O/C D GYPSUM WALL BOARD I 1/2" CDX PLYWOOD OR 7/16" OSBNGINfi�INC�, P. 2"x4" LEDGE (MATCH BOTTOMSHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. SCISSOR GABLE "T" BRACE CHORD SLO OF ADJACENT I EDGES AND 12" O.C. FIELD P.O. BOX 3400 - APOLLO BEACH - FLORIDA - 33512 SCISSOR SS) OISTURE BARRIER AS PER HIB 91 SCALE: N.T.S. cJ3 PHONE - (813) 645 0166 PAX - (813) 645 S6W 2"x4" PANEL BLOCKING S ED 4510 ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE 120 MPH CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 FOR THE FIRST (4) ROWS OFF TRUSSES SIMPSON HETA20 OR EQUAL 3 SEC . GUST COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD ® 6'-0" O.C. TYPICAL ATTACHED W/ (2) 16-d TOENAILS 2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 SEA. LENNAR HOMES 5C15501R TRU55 W1 DROP CEILING BRACING DETAIL 1/2"0 ANCHOR BOLT ® 48" O.C. STRAIGHT STRAP ® 4'-0" O/C TUDS 0 16" O.C. ALIGNED WITH GABLE WEB. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NT5 ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NOTED RAU I B.Ve AND TO MASONRY W/ (3) TAMPA DIVISION 3/16"x 2 1/4" TAPCONS. DATE 1.Q/02 N: /BLOCKS/STD 2001 CT I ON 2 TRUSS BRACING DETAILS AND NOTES WOOD FRA ED CAB STRUCTURALNOTES WIND SPECIFICATION EEND BRAC INGDETA I L SCALE: N.T.S. MEAN WALL IGSEE 53 SCALE: N.T.S. DE JOB NO_ PM - 502-7 53