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/-BACKNAIL W/ (2) 16d NAILS I „_, _• _, , , . _ _. _.. _ .. . lnel •Ii1TL'C AAIII. Al Al11Al/, Jtt SIKUC;IUKAL SCHEDULE FOR NUItS ANU NAILING SHEATHING DETAIL 71 2"x4" OUTLOOKER 0 24" O.C. --- -"'-- - — SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS (OPTIONAL - SEE ELEVATIONS) 2"x4" OUTLOOKER 0 24" O.C. SIMPSON H10 OR EQUAL 0 EA. OUTLOOKER ° TOP COmRI!CKN'G\FOR FIRST FOUR ROWS 45° t OF TRUSSES ®EDGES OF SHEATHING TYPIC AL k� TOP CORD BLOCIN K OF TRUSSES FIRST FOUR ROWS ' FOR OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE SIMPSO H10 OR EQUAL I I`\ 2 "x4" CROSS BRACE 4" AT RIDGE FASTENED I ®EA. UTLOOKER AT EACH JOINT W/ MAX. I 24' MAX. 7/8" STUCCO FINISH PER ASTM C. 926 SIMPSON LSTA12 0 EA. S D AT RIDGE FASTENED (2) 1Odx3" "L" APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" AT EACH JOINT W/ 1Odx3" I BRACE TO EXTEND AT LEAST I 90% OF WEB LENGTH (SEE TABLE) INIMUM 2"x4" CROSS BRACING SEE PLAN OVER METAL LATH. FlRST DYERS 3/8" THICK EACH. 3RD LAYER 1 8 THICK. 3 (2) 2x6 FRAMED WALL — SEE ^48"0. 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS"7/8 " FOR LOCATIONS) WALL SECTION FOR SPACING 1/2- CDX PLYWOOD OR 7/16" OVER METAL LATH. FIRST ,SAYERS 3/8 2x6 P.T. SILL I a w 2"x4" PANEL BLO KING @ OSB SHEATHING ATTACHED W/ 10d THICK EACH. 3RD LAYER 1/8 THICK. ABLE TRUSS I 2) 16d PER JOINT FOR THE FIRST (4) FROM EA. END ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. TOP & BOTTOM " 2"x4" PANEL BLOCKING ® 48" O.C. I 1/2" CDX PLYWOOD OR 7/16 OSB a _ ATTACHED W/ (2) . 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 (2) FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD T BLOCKING ATTACHED W/ (2) 16-d TOENAILS I 10dx3"® 3" O/C THROUGH 5/8" OR 1/2" CEILING DENSE 2"x4" "T" ON TOP OF PANEL CHORD INTO 2"x6" P.T. PLATE .' ON11N000S BOTTOM CORD BRACING 1"x4" MIN. GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" ® 4" O/C 2"x4" "T" ON TOP OF PANEL DRYWALL SCREWS COMPLYING WITH BLOCKING, FASTEN WITH MOISTURE BARRIER ASTM C1002 FOR FIRST 8'-0" 10dx3" 0 4" O/C nx " BRACE SEE [-CONTINUOUS BOTTOM CORIJ �Ili'll�� Ill 11 1111111116. BRACING '83) X 0 0 Io , �'w 0 'w 0 0 0 ?< Ci to END JACK II'-0' MAX. ->F C�' O CORNER JAC � Y U w Z c> `""'_` \51MP50N META20 OR EQUAL ® 4-0' 1) Jtt IKU55 MANUI•AUIUKtKJ IKUJS LNUINLLKINU LTOP & BOTTOM CORD GYPSUM WALL BOARD FASTENED O.C. TYPICAL CRO3 C Cx DETAIL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING WITH 8d COOLER NAILS OR 1 1 //4" LONG GABLE END BRACING 2"x4" LEDGER (MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH AS C1002 SCALE: N.T.S. rj3 THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR CHORD SLOPE F ADJACENT TRUSS) FOR FIRST 8'-0" FROM END WALL 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UPLIFT CONNECT I ONS — HIP EfR X I INC. 0 4" O/C TYPICAL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 1/2"0 ANCHOR BOLT 0 48" O.C. * USE SIMPSON META20 (OR BETTER) CONNECTORS SECTION 3 MINIMUM 6" FROM PLATE SPLICES S CT I ON 1 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L. (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS © FRAME WALLS & SIMPSON H5 W/ 3/16"x2"sb PLATE WASHER SCALE: N.T.S. SCALE: N.T.S. 53 AS PER HIB 91 SCALE: N.T.S. 53 @ HIP JACK TO FRAME WALLS. rj3 SEE STRUCTURAL NOTES AND NAILING .� SCHEDULE FOR SHEATHING DETAIL 2X4 T BLOCKING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING @ 48" O.C. 2"x4" OUTLOOKER ® 24" O/C "L" BRACE I i 16d NAIL m 7/8" STUCCO FINISH PER ASTM C. 926 x APPLY 3 LAYERS W/ TOTAL THICKNESS"7/8" ATTACHED W/ 10d NAILS OVER METAL LATH. FIRST SAYERS 3/8 ©4" O.C. TYPICAL N THICK EACH. 3RD LAYER 1 8 THICK. PRE-ENGINEEREDOVERLAP TRugS i3R,4CING TOP CORD BLOCKING FOR FIRST FOUR R W 114- MPSON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6' OVERLAP z it UJ cA OF TRUSS S 0 EDGES OF SHEATHING TYPICALEA. OUTLOOKER GABLE TRUSS WE 2"x4" CROSS BRACE AX. , AT RIDGE FASTENEDDOUBLE "L" BRAGINCx DETAIL AT EACH JOINT W/ BRACE TO EXTEND AT LEAST SCALE: N.T.S_ 53 (2) 10dx3" % OF WEB LENGTH (SEE TABLE)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 2"x4" PANEL LOCKING ®48 F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS NAILS ®6" O.C. EDGES AND 12" O.C.o.c. 2x4 BLOCKING @ 48" O.C. (D = 0.148% L = 3") OR EQUAL (D = 0.207% L = 4 1/2") 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 & BOTTO I (2) 16d NAILS INIMUM (2) 16d PER JOINT 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. IMPSON HGA10 0 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 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH C�? 4 O.C. TYPICAL OF THE THICKNESS OF THE LAST 10dx3" ®4" 0/C LAMINATION 5) FOR 5-PLY, PROVIDE 1/4" DIA. 5/8" OR 1/2" CEILING DENSE TUD WALL (SEE TYP. SEC.) TRUSS BRACING OVERLAP DETAIL x 7" LAG SCREWS OR EQUAL GYPSUM WALL BOARD FASTENED 3) EACH 3ED COMMON NAIL MAY BE (SPACE AS SHOWN FOR 3-PLY) WITH 8d COOLER NAILS OR 1 1/4" LONG SCALE: N.T.S. S3 GABLE TRUSS WEB-1REPLACED W/ (2) 16d COMMON NAILS. 6) REFER TO NDS SECTION 15.3 DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 ® (ONE INTO EACH OUTSIDE FACE OF FOR ADDITIONAL INFORMATION ASTM C1002 FOR FIRST 8'-0" EACH STUD B.U.C., SAME NUMBER OF ROWS, FROM END WALL 0 4" O/C TYPICAL SINGLE "L11 BRACING DETAIL (p SAME SPACING) DBL. S.P.F.TOP PLATE SCALE: N.T.S. �j3 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S SCALE: N.T.S.rJ. 3 SECTION4 1 ABLE TRUSS 4 ABLE TRUSS 63 "L" BRACE W/ 1Od 0 4" O/C SCALE: N.T.S. 53 S3 1 (SEE SCHEDULE FOR SIZE "L" BRACE W/ 1Od ® 4" O.C. 12 AND LOCATION) 12 (SEE SCHEDULE FOR SIZE >7 7 1 MAX. ND LOCATION) g TOENAIL W/ (2) 16d NAILS 5 53 1Odx3" O/C 0 6" O/C TYPICAL 53 ()1dOPR4" O.C.W/20ERJOINT 'L' BRACING REQUIREMENTS STUD SPACING "L" NO 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" 1 10'-0" — 14'-0" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" FULL #2 S.P.F. @ EACH VERTICAL AND HEIGHT @ DIAPHRAGM BLOCKING NOTE: 6 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, 6 I 2"x 53 "RUNNERS 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 @ 4,0/C. 4— ..... ......... ... .......... .......... .......... ......... ....... .......... .......... ......... .....:.. ... ALTERNATE NON -DROP GABLE END DETAIL ONT, BEARING ONT. BEARING DBL. TOP PLATE STUDS 0 16" O.C. SIMPSON SP2 SCALE: N.T.S. GA5LE END 5R4CING DETAIL SIMPSON HGA10 ® EACH STUD MEAN WALL HEIGHT UP TO 30'70" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. G,45LE END 5RAC It NCB DETA I L MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. ❑ SAMUEL A. G-�fi2EEN8ERC�, P.E. #342�5 ❑ THU1' H. 1-IUYNN, P.E. 1060122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS ❑ IRWIN J. BENSON, P.E. *4g 158 SCHEDULE FOR SHEATHING DETAIL ❑ AL I ,4BSAS HAKIM, P.E. S&-(8(0 2"x4" OUTLOOKER ®24" O.C. 3 53gr 12 OUBLE TOP PLATE SCISSOR TRUSS 45* t SIMPSON H2.5 OR EQUAL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND $ELIEF, THE 7 MAX. TOP CORD BLOCKING FOR FIRST FOUR RO 0 NEA. OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLYWITH THE 12 OF TRUSSES EDGES OF SHEATHIN TYPICAL I 2X4 CONT"L" BRACE FASTENED W/ FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 7 MAX. (2) 10d 3"® 24" 0/C. CMID HEIGHT GUST, EXPOSURE 'S' WIND ZONE (2001 EDITION). GABLE TRUSS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE I 2X4 KICKER® 8'-0" o/c. TRUSS VERTICAL Al REVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2"x4" CROSS BRACE 2X4 BRACING ®48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS — — -- o „ 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) -- o (2) 2 x8 L BRACE FASTENED AoCREATED 01-02-02 DRAWING ONLY. ATTACHED W/ 2-10d 0 EA. TRUSS (2) 1Odx3" SIMPSON #3 WITH 8-8d WITH (3) 16d PER SIDE SIMPSON LSTA12 TYP. (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TIP BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) ABLE TRUSS DIAPHRAGM BLOCKING. %� I I 0 48" 0/C GYPSUM WALL BOARD I 1 /2" CDX PLYWOOD OR 7/16" OSB * I� (* �1�t ��r �I 2"x4" LEDGE (MATCH BOTTO SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. SCISSOR CABLE "T' 5R4CE i�t 4-F, CHORD SLO OF ADJACENT I EDGES AND 12 O.C. FIELD P.U. BOX 3400 - APOLLO BEACH - FLORIDA - 33512 SCISSOR SS) OISTURE BARRIER AS PER HIB 91 SCALE.-N.T.S. S3 Pi-IOI�iE - (813) 645 0166 Es, �4F,4�C - 1813) hob 9698 2"x4" PANEL BLOCKING � 48" O.C. 12O M P H Es, ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL WENT ON THIS PROJECT, ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. — 2003 COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD 0 6'-0" O.C. TYPICAL 3 SEC. GUST ATTACHED W/ (2) 16-d TOENAILS 2"x6" P.T. SILL ALTERNATE SIMPSON '-0"LSTA18O .SEAL L ENNAR HOMES SCISSOR TRUSS W1 DROP CEILING BRACING DETAIL 1/2"0 ANCHOR BOLT 0 48" O.C. STRAIGHT STRAP LE W0" 0/C V TUDS ®16" O.C. ALIGNED WITH GABLE WEB. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NTS ATTACH TO TRUSS W/7-10dx1 1/2- SCALE NOTED 0W&N B.Y. AND TO MASONRY W/ (3) TAMPA DIVISION 3/16"x 2 1/4" TAPCONS. DATE 1/2/02 N: /BLOCKS/STD 2001 5 CT I ONK02� TRUSS BRACING DETAILS AND NOTES UJAOOD 1GFfitA1"IED SC�A5� E NAND �Si�� C GNC�D DETAIL—Al.SCALE: N.T.-S. SCALE: N.T.S. �53 DE JOB NO. PM - 5021 63