|
j`� 2P✓'-�'
<br />BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING MAX 20'-Ol MAX END JACK
<br />l "X" BRACE SEE CONi1NU4US BOTTOM C0R BRACING
<br />SEE STRUCTURAL NOTES AND NAILING l
<br />SCHEDULE FOR SHEATHING DETAIL " SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NA#LS
<br />2"x4 OUTLOOKER 0 24" OX. � 2"x4" OUTLOOKER � 24" O.C. qET. J/S3 2"X4" MIN. (SEE DETAIL M S3}
<br />(0000�(OPTIONAL - SEE E.EVATIONS)
<br />u'-0° MAX
<br />s. .. (3
<br />�`�
<br />SIMPSON Hio OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45'
<br />EA. OUTLOOKER OF TRUSSES a EDGES OF SHEATHING TYPICAL w..
<br />TOP CORD BLOCKIN FOR FIRST FOUR ROWS fxe CROSS BRACE I SIMPSa H10 OR EQUAL
<br />OF TRUSSES 0 EDG S OF SHEATHING TYPICALDOUBT F TAP PLATE I CAD EA. UTLOOKER
<br />AT RIDGE FASTENED
<br />AT EACH JOINT Wf I 2.4` MAX.. �
<br />n �0,/
<br />4" MAX. 2"x4 GRASS BRACE 1 y
<br />7/8 STUCCO FINISH PER ASTM C, 928 MI POON ! ��;��� 0 EA.f S D_/ AT RIDGE FASTENED (2) 10dx3�"INIMUM"
<br />APPLY 3 LAYERS W/ TOTAL 7HICKI�L'G� � ,�� j "L" BRACE TO EXTEND AT LEAST 2x4 CROSS _
<br />OVER METAL LATH. FIRST � t A ' S,,Rr/8 AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) BRACING (SEE PLAN � � � � %o
<br />FOR LOCATIONS) YERS 3 8 7f8" STUCCO FINISH PER ASTM C. 926 {
<br />THICK EACH. 3RD LAYER 1 8"THICK. f 2X6 FRAMED 1WALl — SEE e WALL SECTION FOR SPACING APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8' 2"x6" P.T. StLL
<br />®®...... w CORNER JAC ,
<br />I 2) 16d PER JOINT w � OVA AL LATH. FIRST J.AYFJ2S 3 8 � .,
<br />1/2" CDX PLYWOOD OR 7/16" THICK AGH. 20 LAYER $�� �iIC,X. I ABLE TRUSS CL � � �
<br />2"x4 PANEI R C1 Il ii7 ` o C. OSB SHEATHING ATTACHED W/ 10d
<br />FOR THE: MRST i4 R6WS OF TRUSSES -
<br />FRtt}La tn. END TQP & BOTTOM NAILS 0 6" O.C. EDGES AND 12" O.C. 2"x4 PANEL BLOGK{NG ®48" O.C. I 1 /2" CDX PLYWOOD OR 7/16" OSB
<br />ATTACHED W/ (2) 16-d TOENAILS FIELD FOR THE FIRST 8'-0" OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 6" Q.C.
<br />(2) 16d NAILS FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.G. HELD ° 61 �
<br />' • 2"x4" BLOCKING ATTACHED W/ (2) 16--d TOENAILS I -
<br />..:.....,.; z. 10dx3"a 3" O/C THROUGH —� ,... _ e @x oU
<br />CHORD INTO 2"x6" P.T. PLATE ONIINUOUS BOTTOM CORD BRACING 1"x4" MIN.
<br />DRYWALL ?" €! ILIIv DENSE 2"x4" "T" ON TOP OF PANEL
<br />G iM 'WALL BOARD FASTENED BLOCKING, FASTEN WITH 2"x4" "T" ON TOP OF PANEL.
<br />7:
<br />13
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" 4" OjC BLOCKING, FASTEN WOISTURE BARRIER
<br />ITH MNOTE:
<br />DRYWALL SCREWS COMPLYING WITH 10dx3" 0 4" 0/C
<br />ASTM C1002 FOR FIRST 8'-0'
<br />FROM END WALL 0 4" 011Q TYPICAL 5/8" OR 1/2" CEILING DENSE SIMPSON META20 OR EQUAL C-RC$6 5FZ4CING DETAIL 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CORD
<br />GYPSUM WALL BOARD FASTENED ® 4'-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />WITH 8d COOLER NAILS OR 1 1 //4" LONG SCALE: N.T 5. GABLE END BRACING
<br />j ;, " ( DRYWALL SCREWS COMPLYING WITH ASTM C1002 53 THAT MAY BE REQUIRED 4'-O" O.C. MAX. FOR
<br />CHORD SLOOPE OFAADJACENTOTRUSS) FOR FIRST 8'-0" FROM END WALL 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES Uf=L ITT GC NNE C T I DN5 HIP E,4! N
<br />4" O/C TYPICAL BRACING PROVIDED IT EXTENDS OVER AT MAST 90% OF THE WEB.
<br />� USE SIMPSON META20 (OR BETTER) CONNECTORS
<br />SECTION1/2 ON TED
<br />"O ANCHOR BOLT @ 48" O.C. REQUIMINIMUM FERMAB
<br />NENT TRUSS RACING FLAN �, (OR EQUAL) © MASONRY OR SIMPSON H10 (OR EQUAL)
<br />MINIMUM 6" FROM PLATE SPLICES
<br />CONNECTORS 0 FRAME WALLS & SIMPSON H5
<br />W/ 3/16"x2"0 PLATE WASHER AS PER HIB 91 5CALi=-: TIT.$. C Q HIP JACK TO FRAME WALLS.
<br />C,4LE: N.T.S. 53
<br />5CALE: N>-T_,S_ �63
<br />SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />2x4 BLOCKING @ 48" O.C.
<br />YBACKNAIL W/ (2) 16d NAILS ( 16d NAIL
<br />"L" BRACE I I
<br />2"x4" OUTLOOKER ® 24" O/C ATTACHED W/ 10d NAILS 7 f$" STUCCO FINISH PEI A�a�h1 C. 926
<br />APPLY 3 LAYERS t f TOTAL THICKNESS 7 f 8" @ 4" 0. C. TYPICAL
<br />OVER METAL LATH. FIRST SAYERS 3/8" PRE -ENGINEERS OVERLAP
<br />t,t
<br />THICK EACH. 3RD LAYER:1 f 8 THICK.
<br />TOP CORD BLOCKING FOR FIRST FOUR ROW I IMPSON HID OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES
<br />OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I 0 EA. OUTLOOKER `
<br />GABLE TRUSS WE
<br />20x4" GROSS BRACE I 4" MAX. DOU5Lr= 'L' 5R,4CING DETAIL VP
<br />AT RIDGE FASTENED
<br />AT EACH JOINT WJ i "L" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3" ( 90% OF WEB LENGTH (SEE TABLE) SCALE.- 53
<br />ABLE TRUSS
<br />( 1/2" CDX PLYWOOD OR 7/16" 2x4 "T" BLOCKING (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4' LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS
<br />OSB SHEATHING ATTACHED WJ 10d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS
<br />2"x4" PANEL LOCKING 0 48 ( NAILS @ 6" Q.C. EDGES AND 12" O.C. 2x4 BLOCKING 48" O.C.
<br />FOR THE FIRST {4) ROWS OF TRU I FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1 2" OR EQUAL
<br />FROM E END T4) TOP & TRUOTT{ (E 18d NAILS MINIMUM (2) 16d PER JOINT 1 ADJACENT NAILS / ) (D {?.207", L = 4 1/2") OR EQUAL
<br />ATTACHED N (2) 16-d TOENAILS " INIMUM 2%4" TRUSS BRACING "L" BRACE ( I 16d NAIL NOTES. ) JACEN NA L ARE DRIVEN FROM 4) FOR 4--PLY, PROVIDE 1/4" DIA.
<br />SIMPSON HGA10 0 36 O.C. OPPOSITE SIDES OF THE COLUMN x 5 1 /2" LAG SCREWS OR EQUAL
<br />2"x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS I 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY)
<br />Nil
<br />BLOCKING, FASTEN WITH 4 O.C. TYPICAL. OF THE THICKNESS OF THE LAST
<br />10dx3" 0 4" O/C TRUSS 5RAGING OVERLAP DETAIL LAMINATION 5) FOR 5--PLY, PROVIDE 1/4" DIA.
<br />5/$" OR 1 /2" GEARING DENSE TUD WALL (SEE TYP. SEC.)
<br />3) EACH 30d COMMON NAIL MAY BE x 7" LAG SCREWS OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PLY
<br />GYPSUM WALL BOARD FASTENED 5c,4LI=: N.T.v, Cj3 REPLACED W/ (2) 16d COMMON AILS. )
<br />N
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG GABLE TRUSS WEB (ONE INTO EACH OUTSIDE FACE 6) REFER TO NDS SECTION 15.3
<br />DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 0
<br />FOR ADDITIONAL INFORMATION
<br />ASTM C1002 FOR FIRST 8'-O" EACH STUD SINGLE 1tL" 5RAGING DETAIL B.U.C., SAME NUMBER OF ROWS,
<br />FROM END WALL @ 4" O/C TYPICAL li SAME SPACING)
<br />DBL. S.P.F.TOP PLATE 15C,4L - N.T.5. —All 53 TYPICAL NAILING SG--EDULES POP, BUILT-Uf' GOLUt-1N6 C5
<br />&cALE: N To6. 53
<br />5 G T I O N i ABLE TRUSS
<br />4 ABLE TRUSS
<br />83 "L" BRACE W/ 30d @ 4" O/C
<br />5c,4LI=: NLT.s. 53 12
<br />(SEE SCHEDULE FOR SIZE
<br />"L" BRACE W/ 10d 0 4" A.G. AND LOCATION)
<br />12 (SEE SCHEDULE FOR SIZE �7
<br />7 MAX.
<br />ND LOCATION)
<br />g
<br />II
<br />53
<br />TOENAIL W/ (2) 16d NAILS
<br />53
<br />10dx3" O/C 0 6" O/C TYPICAL
<br />2" 4" OUTLOOKER ® 24" O.C.
<br />W� (2) 10d PER JOINT
<br />"Ll
<br />5RACING
<br />REOUIREMENT,5
<br />STUD
<br />SPACING
<br />"L"
<br />NO
<br />BRACE
<br />(1) 2"x4"
<br />"L" BRACE
<br />{2} 2"x4"
<br />"L" BRACE
<br />(2} 2"x6"
<br />flL" BRACE
<br />16"
<br />0'O"
<br />- 4'-5"
<br />4'--5"
<br />- 8'-0"
<br />$'-O" - 12'-IJ"
<br />12'-C_ _-1 6- 1
<br />24"
<br />U--0"
<br />- 4'-0"
<br />4'-O"
<br />- 7'-0"
<br />7'-0"
<br />SCISSOR GABLE —
<br />(2) 2"x8"
<br />(1) 2"x8"
<br />FULL
<br />#2
<br />HEIGHT
<br />S.P.P. @ EACH VERTICAL
<br />@ DIAPHRAGM BLOCKING
<br />AND
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
<br />2"xf RUNNERS s3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT 4F CABLE.
<br />( 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
<br />I
<br />10dx3" NAILS ® 4" Q/C. b
<br />II ..;::... ......... _.......... .............. ......... ...
<br />rI n
<br />DBL TOP PLATE
<br />ALTr=RNATE NON-F_>R0 ' CABLE END DETAIL aNT. SEARING (NdT. BEARING STUDS 0 16" O.C. SIMPSON SP2
<br />SCALE= N.T,�. GAIBLE END 5R,4C:ING DETAIL GA5SIMPSON HGA10 @ EACH STUD
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SrAI,�: N.T.S. � E END I '� I D T,4 I L
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N:1°_5. El SAMUEL A. G ' r=N16F_RG' Fr:, #34245
<br />�] THU`I'" H_ HU"'r'NH, ice . 0I22
<br />SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS �(
<br />SCHEDULE FOR SHEATHING DETAIL L I TIN-®I�,'�9i�a
<br />2"x4" OUTLOOKER 0 24" O.C. ALI A55,45 I4AKIM, PE 61$6
<br />•
<br />12 OUBLE TOP PLATE SCISSOR TRUSS 70p CORD BLOCKING FOR FIRST FOUR RO 45" SIMPSON
<br />ONUTL 5 O R EQUAL TO THE 5E aT OF THE ENGINEER'S K6NOWLED(xE AND 5ELEF, THE �
<br />STRUCTURAL PLANS AND SPECIFICATION COMPLY WITH THE
<br />2X4 C"L"
<br />MAX. OF TRUSSES 1,EDGES 4F SHEATHlN TYPICAL I ONTBRACE FASTENED W/ FLORIDA 5UILDINCx CODE, SECTION 16 FORI2O MF14 3 COND {
<br />T
<br />12 {2
<br />ST, EXPOSURE '13' WIND ZONE (2001 EDITION). I
<br />} 10d 3'C� 24" O/C. CMID HEIGHT %LI
<br />GABLE TRUSS THIS Di�AIlJIt� AND ©EaIC-aI�# 15 YAL.I® �R 12 Mt�NTI-15 E� "� €
<br />i MAX. TRUSS VERTICAL_ ®ATE IT I� SI
<br />I 2X4 KICKER* 8'-0" O/C.
<br />2'x4" CROSS BRACT /1\ REVISED 08-15 03 c�NED AND SEALED.
<br />2X4 BRACING 0 48" O.C. AT RIDGE FASTENED ( "L" BRACE TO EXTEND AT LEAST --- - j
<br />„ ,> aICxINEO AND SEALED TI4E 3 TUB,,. PORTION OF TI~1I�� �
<br />2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT:.EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) (2) 2 XS L BRACE FASTENED AoCREATED 01-02-02 DRAWING ONLY,
<br />ATTACHED W/ 2-10d 0 EA. TRUSS (2) 10dx3" SIMPSON 3 WITH 8---8d WITH (3) 16d PER SIDE
<br />SIMPSON LSTA12 TYP. (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TP BLOCKING DIAPHRAGM BLOCKING
<br />TOP OR BOTTOM OF THE BOTTOM CORD) N I' . • ABLE TRUSS (� 4 S„ O/C
<br />d'
<br />PLYWOOD
<br />GYPSUM WALL BOARD ( 5HEATHINGXATTACHED W 010d NAILS" ®fi BQ.G.
<br />SG I550R GABLE "T' E3R4GE ENGINEERING,
<br />CHORD
<br />LEDGE (MATCH CENT / PO X 34M LL - 3
<br />I EDGES AND 12" O.C. FIELD I
<br />CHORD SL0 OF ADJACENT s i
<br />PWONE
<br />SCISSOR SS) OISTURE BARRIER AS PER HIB 91 5CAL1=-: T,S, 53 - (813) 645 VWvra - (813) f: 2"x4" PANEL BLOCKING 0 48" O.C. .A. 12 O M P I i . 3 �45io @THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PAND ThE FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL WENT ON THIS PROECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003
<br />COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD ® 6'-0" O.C. TYPICAL 3 SEC. GUS I
<br />ATTACHED W/ (2) 16� d TOENAILS
<br />2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 �8
<br />ff '' �tt ff !! " STRAIGHT STRAP @ 4'-O" O/C , N M
<br />5G 55� T1.55 W�� G 11-. TAG I 1 /2 ANCHOR BOLT 48" O.C. ALIGNED WITH GABLE WEB.
<br />IUDs 16" Q.G.
<br />MEAN WALL HFJGHT UP TO 33'-O" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NTS ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NaMD DRAUN. �
<br />AND TO MASONRY W/ (3) T A DIVISION
<br />3/16"x 2 1/4" TAPCONS. W/02 N: /BLOCKS/ST) 2001 ,
<br />5EGT0 2
<br />WOOD FRAMEDC.�>45LE END BRACING DETAIL �cALE: N:T.3. 53
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T,S,DE J05 NO. f=1" f 5027
<br />
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