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<br />BACKNAIL W/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SEE STRUCTURAL
<br />SCHEDULE FOR
<br />NOTES AND NAILING
<br />SHEATHING DETAIL
<br />SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS
<br />2"x4" OUTLOOKER 0 24" O.C.
<br />2"x4" OUTLOOKER 0 24" O.C.
<br />(OPTIONAL — SEE ELEVATIONS)
<br />SIMPSON H10 OR EQUAL
<br />TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' 1
<br />0 EA. OUTLOOKER
<br />OF TRUSSES ® EDGES OF SHEATHING TYPICAL
<br />TOP CARD BLOCKIN
<br />OF TRUSSES 0 EDG
<br />FOR FIRST FOUR ROWS O}HI F Tip PLATE
<br />S OF SHEATHING TYPICALI
<br />2"x4" CROSS BRACE I SIMPSO H1O OR EQUAL
<br />® EA. UTLOOKER
<br />{
<br />AT RIDGE FASTENED
<br />W%
<br />7/8" STUCCO FINISH PER ASTM C. 926 xl
<br />E 2"x4" CROSS BRACE
<br />s�S� I`ca�" °' 4" MAx.
<br />+n+i � EA. S D--� AT RIDGE FASTENED
<br />AT EACH JOINT 24' MAX
<br />(2) 10dx3 "L" BRACE TO EXTEND AT LEAST
<br />"INIMUM 2"X4" CROSS
<br />APPLY 3 LAYERS W/ TOTAL TN1CK1��'S� �%8�'
<br />AT EACH JOINT W/
<br />90% OF WEB LENGTH (SEE TABLE)
<br />BRACING (SEE PLAN
<br />OVER METAL LATH. FIRST 2 VYERS 3/8"
<br />THICK EACH. 3RD LAYER 1/8 THICK.
<br />(2) 1odx3"
<br />I
<br />7/g" STUCCO FINISH PER ASTM C. 926
<br />FOR LOCATIONS)
<br />2x6 FRAMED WALL - SEE
<br />WALL SECTION FOR SPACING
<br />1 2" CDX PLYWOOD OR 7 16"
<br />/ /
<br />APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8' 2"x6" P.T. SILL
<br />" I
<br />OVER 'PAL LATH. IRT,AY!*RS 3J$ ABLE TRUSS
<br />II11CK.
<br />2) 16d PER JOINT
<br />2"x4 PANT dI L .
<br />III. `Is" O.C. OSB SHEATHING ATTACHED W/ 10d
<br />THICK kGFI. 3RD LAYER 1
<br />FOR THE FIRST (
<br />FRPM LA. END
<br />12c3WS OF TRUSSES
<br />. TOP & BOTTOM NAILS 6" O.C. EDGI S AND 12" Q.C.
<br />2"x4" PANEL BLOCKING 0 48" O.C. ( 1 /2" CDX PLYWOOD OR 7/16" OSB
<br />ATTACHED W/ 10d NAILS 0 C Q.C.
<br />ATTACHED W/ (2)
<br />FIELD
<br />16-d TOENAILS (2) 16d NAILS
<br />HFIRST 8' 0" OF END WALL SHEATHING
<br />FOR THE
<br />FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD
<br />• q, 2"x4" BLOCKING
<br />,. •'
<br />ATTACHED Wj (2) 16-d TOENAILS 10dx3"0 3" O/C THROUGH
<br />--N � --
<br />"T"
<br />CHORD INTO 2"x6" P.T. PLATE
<br />ON1lNU0US BOTTOM CORD BRACING 1 "x4" MIN.
<br />/8" 1 1;
<br />b -vLtNG DENSE 2"x4" ON TOP OF PANEL
<br />G'' ,J "WALL
<br />BOARD FASTENED BLOCKING, FASTEN WITH
<br />2"x4" "T" ON TOP PANEL
<br />NTH 8d COOLER
<br />NAILS OR 1 1/4" LONG 10dx3" 0 4" O/C
<br />F STEN WITH
<br />"X" BRACE SEE
<br />CONTINUOUS BOTTOM CORI
<br />B
<br />END
<br />JACK
<br />}ACING
<br />Iv 0. MAX.
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<br />DRYWALL SCREWS COMPLYING WITH BLOCKING, A MOISTURE BARRIER NOTE:
<br />ASTM C1002 FOR FIRST 8'—O" 1Odx3" 0 4" O/C
<br />FROM END WALL Cr�D 4'° 01C TYPICAL 5/8" OR 1/2" CEILING DENSE SIMPSON META20 OR EQUAL CRO56 5RACING DETAIL J 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CORD
<br />GYPSUM WALL BOARD FASTENED 0 4!-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG SCALE: NTS, THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR
<br />2"x4" LEDGER MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH ASTM C1002 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES WEL IFT CONNE �4 I f' F -V N
<br />CHORD SLOPE OF ADJACENT TRUSS)
<br />FOR FIRST 8 -0ALL
<br />0 4" Q�C TDYPICAL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. USE SIMPSON META20 (OR BETTER) CONNECTORS
<br />SE CT I C 1/2"0 ANCHOR .BOLT @ 48" 0. - SE T I O REQUIRED MIN1Ml 1"f PERMANENT TRUSS S CiNC LA1� (OR EQUAL) © MASONRY OR SIMPSON H10 (CAR EQUAL)
<br />I MINIMUM 6" FROM PLATE SPLICES CONNECTORS @ FRAME WALLS & SIMPSON H5
<br />G ,T.S. @ HIP JACK TO FRAME WALLS. CJ�
<br />W/ 3/16"x2"0 PLATE WASHER SCALE: N..T,S_ AS PER HIB 91 SCALE: N
<br />�,13
<br />SCALE: N.T.S. �.3
<br />SEE STRUCTURAL NOTES AND NAILING 2X4 "T" BLOCKING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />2x4 BLOCKING @ 48" O.C.
<br />BACKNAIL W/ (2) 16d NAILS
<br />z"x4" OUTLOOKER 0 24" O/C "L" BRACE 16d NAIL
<br />7/8" STUCCO FINISH PER ATM C. 926 ATTACHED W/ 10d NAILS
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" @ 4" O.C. TYPICAL
<br />IOVER EATH 3A LAYER. OYERCK.3/8� PRE-ENGINEEREDo1/Ei�LAP T♦2U$6 i:3RACIW- OVERLAP
<br />f1
<br />TOP CORD 1IMPS
<br />LOCKING FOR FIRST FOUR R W I ON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES'
<br />OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I ® EA. OUTLOOKER GABLE TRUSS WEB-1• %
<br />2"x4" CROSS BRACE DOU5LE "L" 5fP�ACING DETAIL
<br />AT RIDGE FASTENED 4" MAX.
<br />AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST
<br />SCALE: N_T_5.
<br />(2) 10dx3" 90% OF WEB LENGTH (SEE TABLE)
<br />j�
<br />ABLE; TRUSS L�&
<br />I 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 W/ 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" 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 (D = 0.207", L = 4 1/2") OR EQUAL
<br />FOR THE FIRST (4) ROWS OF TRU I FIELD MINIMUM (2) 16d PER JOINT
<br />FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS „ "
<br />ATTACHED W/ (2) 16—d TOENAILS INIMUM 2x4 TRUSS BRACING "L" BRACE I 16d NAIL. NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4 PLY, PROVIDE 1/4" DiA.
<br />SIMPSON HGA1O 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 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY)
<br />BLACKING, FASTEN WITH @ 4" O.C. TYPICAL
<br />" 10dx3" ® 4" O/C TRU55 3fi2ACINC OYEi�LAff DETAIL OF THE THICKNESS OF THE LAST x 7" LAG SCREWS OR EQUAL
<br />5/8 OR 1 /2" CEILING DENSE TUD WALL (SEE TYP. SEC.) LAMINATION 5) FOR "PLY, PROVIDE 1 /4" L
<br />3) EACH 30d COMMON NAIL MAY BE (SPACE AS SHOWN FOR 3-PLY)
<br />GYPSUM WALL BOARD FASTENED 5G,4LE: NT.v, REPLACED Wj (2) 16d COMMON NAILS.
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG GABLE TRUSS WEB 6) REFER TO NDS SECTION 15.3
<br />DRYWALL SCREWS COMPLYING NTH 51MPSON SP2 0 (ONE INTO EACH OUTSIDE FACE OF FOR ADDITIONAL INFORMATION
<br />ASTB.U.C., SAME NUMBER OF ROWS,
<br />FROM END END M FOR FIRST 8' -0" EACH STUD SINGLE "L" BRACING DETAIL �O SAME SPACING)
<br />FROM WALL ®4" 0/C TYPICAL
<br />DBL. S.P_F.TOP PLATE 5CALE- N.T-5. TYPICAL NAILING SCPEDULES FOR BUILT-Uf' COLUi`'N6 �
<br />5CALE: N.T,5,
<br />5 C T ION___ ABLE TRUSS 4 ABLE TRUSS
<br />83 83 "L" BRACE W/ 30d @ 4' O/C
<br />SCALE: N.T S CJ 12 (SE SCHEDULE FOR SIZE
<br />"L" BRACE W/ 10d 0 4" Q.C. AND LOCATION)
<br />12 (SEE SCHEDULE FOR SIZE >17
<br />ND LOCATION)
<br />7 MAX.
<br />S3
<br />TOENAIL W/ (2) 16d NAILS
<br />$3
<br />10dx3" O/C ® 6" O/C TYPICAL
<br />2" 4" OUTLOOKER ® 24" O.C.
<br />W% (2) 10d PER JOINT
<br />.L"
<br />5RAC:ING
<br />REOUIREMENTIS
<br />l
<br />STUD
<br />SPACING
<br />NO
<br />"L' BRACE
<br />(1)
<br />"L"
<br />2"x4"
<br />BRACE
<br />(2) 2"x4"
<br />"L" BRACE
<br />(2) 27xC
<br />"L" BRACE
<br />16"
<br />0'0"
<br />- 4'-5"
<br />V-S"
<br />- 8'-0"
<br />8'-0" - 12'--0"
<br />12'-0� -
<br />24"
<br />U--0" - 4'-0"
<br />4'-0'
<br />- 7'-0"
<br />7'-0' - 10'-0'
<br />10'-0" - 14'-0-
<br />CISSOR
<br />GABLE —
<br />(2) 2"x8"
<br />(1) 2"x8"
<br />FULL
<br />#2
<br />HEIGHT
<br />S.P,F, @ EACH VERTICAL AND
<br />@ DIAPHRAGM BLOCKING
<br />NOTE:
<br />V2'x4. RUNNERS 6 $3 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
<br />s3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF CABLE,
<br />I 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
<br />I
<br />10dx3" NAILS ®4" C}/C. b
<br />! - ... .. _
<br />I...:... ........ .. .....-- ....... .. b
<br />ONT. BEARING DBL TOP PLATE STUDS 16 O.C.
<br />ALTERNATE PION-DROf=1 CaABLE END DETAIL ONT. REARING " SIMPSON SP2
<br />5C4LE: N,T.5, GAk3LE END 5FR ACING DETAIL SIMPSON HGA10 0 EACH STUD
<br />MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR IMND SPEED SPECIFICATION roCALE: N-T_5, ���� � END �3�:�C I �IC� DETAIL
<br />MEAN WALL HEIGHT UP TO 30'--0" -SEE STRUCTURAL NOTE FOR WIND SPEED SPECIFICATION SCALE: � S'��U�l- '�`' Cxi�EEI��EI<'C�, �°�- �°2��
<br />N_T_5_
<br />❑ TI-IU1i' I-4_ HU`1'PlH, F'.E. %0I22
<br />SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS
<br />SCHEDULE FOR SHEATHING DETAIL ❑ Ii#�1IPI ,)_ I:3EIoISCI�I,4���
<br />2�L / I - — "x4" OUTLOOKER ® 24" O.C. ❑ ALI A55A5 HAKIi, F'.E- 05618we
<br />•
<br />12 OUBL.E TOP PLATE SCISSOR TRUSS 45` t SIMPSON H2.5 OR EQUAL TO THE 5EST OF T44E ENGINEER'S KN+ EDGE AND 5 LI , THE
<br />TOP CORD BLOCKING FOR FIRST FOUR RO ® EA. OUTLOOKER 1
<br />STRI,ICTLl1:'2AL PLANS ANT? SPECII=ICATIONS CO%IPL Y" WITH THE
<br />MAX. OF TRUSSES EDGES OF SHEAIHIN TYPICAL 2X4 CONT'L" BRACE FASTENED W/
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 12O Mf 4,H 3 c�. ,
<br />12 GAB
<br />(2) 10d 3'0 24" O/C. CMID HEIGHT GUST, EXPOSURE 13' IIJIND ZONE (2001 EDITION). 1
<br />7 MAX, ( 2X4 KICKERO 8'-0' O/C. LE TRUSS GUNGHE
<br />TRUSS VERTICAL TWIS DRAWIAND DESIGN IS VALID 12 McNT'�!6 A-7ER �"
<br />2"x4" CROSS BRACE � REVISED 08-15-03 DATE IT IS SIGNED AND SEALED.
<br />2X4 BRACING 0 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST -^ ^- -� ., SIGNED AND SEALED FOR TPE 5TfPUCTURAL P®RTJON Tk
<br />CONTINUOUS TO FIXED LOCATION ATE EACH JOINT W 90� OF WEB LENGTH (SEE TABLE} (2) 2 X8 L BRACE FASTENED AoCREATED 01--02— ORAUING ONLY'",
<br />2X4 LJ�3GER / OZ
<br />ATTACHED Wj 2-10d ® EA. TRUSS (2) 10dx3' SIMPSON #3 WITH 8-8d WITH (3) 16d PER SIDE
<br />I SIMPSON LSTA12 TYP. �""� (NOTE: BRACING MAY BE PLACED ON EITHER � FROM LEDGER TP BLOCKING @ 48 R O fc BLOCKING
<br />TOP OR BOTTOM! OF THE BOTTOM CORD) ' . ' i ABLE TRUSS " I
<br />GYPSUM WALL BOARD 1/2" CDX PLYWOOD OR 7/16 OSB L. ) , 4 aN %%-.' f- 19 Lo�
<br />I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. +E e �q ENGINEERING, o CHORD
<br />LEDGE (MATCH ADJBOTACENT
<br />I EDGES AND 12" O.C. FIELD SCISSOR A L t C i PD.BOAC 34M - r am.® E)- 3 y,2 f
<br />CHORD SL4 OF ADJACENT SCALE: N_T.S.� '�{Oi a t81311645 016,6 m feBi3� II
<br />SCISSOR SS) A5 PER HI$ 91
<br />0lSTURE BARRIER 2"x4" PANEL BLOCKING 0 48" O.C. 120 M P H £S .0I0 @THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A- AND T?E I,
<br />FFOR THE ROM EA. FIRST (4) ROWS OF
<br />TYP. BOTTOM CORD SIMPSON HETA20 OR EQUAL ��� ���� CLIENT ON THIS PROuFCT. ANY REPRODUCTION'OR UNAUTHORIZED USE IS PROHIBITED. — 2003
<br />COSMETIC DROP CEILING FRAMING ATTACHED W/ (2) 16--d TOENAILS ®6'-0 O.C. TYPICAL
<br />2"x6" P.T. SILL
<br />ALTERNATE SIMPSON LSTA18 " CJC I CJCJ0� T6W1O C ( I I�C I DTr� �,,, 1/2" CAD ANCHOR BOLT 48" O.C. STRAIGHT STRAP 0 4'-O" 0/C SEA -SEA -SEA- LENNAR 0 L ALIGNED WITH GABLE WEB. I
<br />IUDs @ 16 O.C.
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NT5 ATTACH TO TRUSS W/7-10dx1 1/2"
<br />AND TO MASONRY W/ (3)
<br />3/16"x 2 1 /4" TAPCONS. 0ATE W/02 T A fVB61 N: /BLOCKS/STD 2001 j
<br />_ & CT I O 2T
<br />LNOTESTRUSS R,4DWOOD FRAt ED Cz,4�LE END BRACING DETAIL II
<br />SCALE: N:rs- �3 I
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL.. NOTES FOR WIND SPEED SPECIFICATION SCALE: NTv-. DE J08 NC. I=T-1 m 5027 �� jr
<br />
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