37539-37557 Daliha Ter - Laserfiche WebLink

Browse Search

SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2)16d NAILS LX4 ' I ' E�LVC�ICINC� SCHEDULE FOR SHEATHING DETAIL 2'x4' OUTLOOKER SEE STRUCTURAL NOTES BAGKNAIL W/ l2) Ibd NAILS BAGWAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES 2x4 BLOCKING 24' D.G. AND NAILING SCHEDULE FOR SHEATHING DETAIL USP RTIb OR EQUAL g AND NAILING SCHEDULE 2x4 oUTLOOKER g 24' BACKNAIL W/ 2x4 OUTLOOKER m 40' O.C. III NAIL REFER TO SECTION IA TOP CORD BLOCKING EA. OUTLOOKER 2'x4' OUTLOOKER FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE SEE STRUCTURAL (2)16d NAILS 24' O/C TOP CORD 'L' BRACE I \ / ON SHEET 55.1 FOR X-BRACING, AND TOP FIRST FOUR 45' t 12X4CR * 24' O.G. ELEVATIONS) NOTES AND NAILING SCHEDULE FOR BLOCKING FOR ATTACHED W/ 10d NAILS s� 4' USP HGAMIO W/ i CHORD BLOCKING ROWS OF 24' MAX TOP CORD qr,� ,'� 2X4 GOKt'L' BRACE TOP CORD BLOCKING USP RTI6 OR EQUAL 9 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS O.G. TYPICAL (4) 3/16'xl-3/4' INFORMATION TRUSSES g EDGES I USP RT16 OR BLOCKING FOR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 24 MAX EA. OUTLOOKER EQUAL 0 EA OF TRUSSES g WEDGE BOLTS d �i WOOD TRUSSES OF S BRACE EQUAL g EA" FIRST FOUR ROWS OF 3 o 24 O/C. CMID OF TRUSSES 9 EDGES 2x4 CROSS BRACE OUTLOOKER 4' MAx EDGES OF GABLE TRUSS WEB (4) SDS 1/4' x 1 1/2' > SHEATHING APPROX 8' FROM TYPICAL RIDGE FASTENED AT OUTLOOKER I TRUSSES m EDGES I I HEIGHT 2x8 SYP"2 L BRACE TO OF SHEATHING TYPICAL DOUBLE TOP PLATE APPROX. 8 FROM RIDGE FASTENED AT SHEATHING TYP. TO , DOUBLE L BRACING DETAIL 5 SCREWS EACH JOINT W/ (2) 10d ( 'L' BRACE TO EXTEND OF SHEATHING TYP. 2X4 KICKER � EXTEND 19 LEAST W% 2x4 CROSS BRACE APPROX. EACH JOINT W/ (2) L BRACE EXTEND At LEAST 90go OF WEB / 2x4 RAT RUN BRACING AT 24 O.C. ON TOP OF S5 t (2)10d TOE NAILS � AT LEAST W51. OF WEB LENGTH (SEE TABLE) 8'-0' O/C. 2x4 CROSS BRACE I OF WEB LENGTH USP � 8 FROM RIDGE FASTENED At 10d 4 (2)10d TOE I LENGTH (SEE TABLE) SCALE: N.T.S. BOTT. CHORD FOR 4 2x4 IT' BLOCKING EA END ( APPROX. 8 FROM NOTCH a BOTTOM SPT4 EA EACH JOINT W/ (2) 10d E (2) NAILS a EA. END ABLE TRUSS TRUSS SPANS 2x6 P.T. TRUSS VERT. WEB GABLE TRUSS I I RIDGE FASTENED AT CHORD (SEE TABLE) STUD 10d TOE NAILS a EA END 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR 2x4 BLOCKING f�7 ATTACHED W/ 2 - III SILL SPACED s 451 O/C Ax. I 1/2' GDX PLYWOOD OR EACH JOINT W/ (2) I USP RT3A WITH 8-Bd 2X6 FRAMED WALL - SEE 0 48' O/C FOR THE I 1/16' 055 SHEATHING 40' O.C. TEA. TRUSS JOINT 11 1/16' 055 SHEATHING I 10d E (2)10d TOE - • %T FROM LEDGER TP WALL SECTION FOR SPACING FIRST (4) ROWS OF ( ATTACHED W/ 10d NAILS L BRACE I I6d NAIL 2x4 PANEL BLOCKING 9 48 O.G. FOR THE FIRST ATTACHED W/ 10d NAILS 9 EA. END Y BLOCKING 1/2 CDX PLYWOOD OR 1/16 TRUSSES FROM EA 9 6' O.G. EDGES AND 12' ATTACHED W/ 22x4 BLOCKING e 24' 8'-0' OF END WALL FROM EA END TYP. BOTTOM I NAILS 6' O.C. EDGES GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED I END TYP, TOP 4 O.G. FIELD 10d NAILS � 4' 1/2' HIGH STRENGTH OR O/C W/ 2 - III CORD ATTACHED W/ (2) 16-d TOENAILS I AND 12' O.G. FIELDI 2'x4' PANEL BLOCKING g 48 O.G. FOR THE FIRST I 1/2' GDX PLYWOOD OR W/ 10d NAILS g 6 O.C. EDGES BOtI'OM ATTACHED (2) 16d NAILS O.G. TYPICAL 5/5' GYP, WB W/ 1 3/8' TOENAILS a EA. END 10dX3' s 3' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' 055 SHEATHING AND 12' O.G. FIELD W/ (2) 111 TOENAILS 2x4 'T' ON TOP OF PANEL GABLE TRUSS WEB DRYWALL NAILS OR MASONRY WALL NZ THROUGH CHORD BOTTOM CORD ATTACHED W/ (2)111 TOENAILS ATTACHED W/ 10d (2)16d NAILS BLOCKING, FASTEN WITH DRYWALL SCREWS 1' 2x4 t ON TOP OF PANEL BLOCKING, INTO 2'x6' P.T, PLATE 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS IV 6' O.G. EDGES 2x4 PANEL BLOCKING 48 2x4 BLOCKING 10dx3 0 4 O/C , SINGLE L BRACING DETAIL , O/C CEILING E 8 O/C ARCHITECTURAL FINISH FASTEN WITH 10dx3' � 4' O/C WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST (4) ROWS 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd COOLER NAILS -USP HGAI0 6 36 WALLS SCALE: N.T"S. 85 OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED INSTALLED PER MANUF. 2'x6' P.T. SILL 'J' NOTCH 'L' BRACE HERE OF TRUSSES FROM EA END 2x4 IT' ON TOP OF PANEL OR 11/4' LONG DRYWALL SCREWS O.C.5/8' DIAPHRAGM WITH Bd COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS MOISTURE BARRIER 5/5' x 10' BOLT 6 4W O.C. WEEP SCREED TYP. TOP t BOTTOM ATTACHED BLOCKING, FASTEN WITH COMPLYING WITH ASTM C1002 FOR FIRST DBL. TOP STUD WALL BLOCKING � EXT. WALL CONN. COMPLYING WITH ASTM C1002 FOR FIRST 8 -0 FROM END WALL ri USP WTA20 OR EQ. 9 6 -0 O.C. TYPICAL. ' ALTERNATE STRAP g 4'-0' INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 10dx3' � 4' O/C � � 8 -0 FROM END WALL 9 4 O/C TYPICAL PLATE (SEE TYP. SEC.) 46' O/C I j NON - LOAD BEARING LOCATION/00'�[) tv 4' O/C TYPICAL USP WTA20 s EA TRUSS USP LSTA18 STRAIGHT MOISTURE BARRIER 5/8' OR 1/2' CEILING DENSE 2x4 LEDGER (MATCH BOTTOM USP SPT24 EACH STUD I GABLE TRUSS SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' 5/6'x 10' 'J' BOLT a 32' O.G. MINIMUM 6' FROM VERT. WEB (24' O/C MAX.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT — — — — TRUSS VERTICAL PLATE SPLICES W/ 3116'x2'� PLATE WASHER 0ONs 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' WITH Bd COOLER NAILS OR 1 1/4' TRUSS) SECTION � ADDITIONAL INFORMATION. K**j� t t O NOTE: IF EMBEDDED STRAP MISSED TAP r ®�K002� LONG DRYWALL SCREWS COMPLYING WITH ASTM G1002 �jE:CT ION SCALE: N.T.S. C.J� (2) 2'x8' 'L' BRACE FASTENED WITH (3) VERTICAL FOR FIRST 8 -0 FROM END WALL 3 I6d PER SIDE CJ�J SCALE: N.T.S. WEB± USE SIMP50N MSTAM36 ON OUTSIDE SCALE: N.T.S. �J�j 9 4' O/C TYPICAL SCALE: N.T.S. s� JCIJSOR GALE IT' BRACE AS PER WIB '31 SCALE: N.T.S. 85 -Lim 8d g 610/G 2 x 4 BLOCKING W/(2) 10d TOE NAILS 9 EACH END g 20'-C' MAX 20'-C' MAX 'X' BRACE SEE DET. J/5551 �GONTINUOUS BOTTOM CORD BRACING 2'X4' MIN WOOD TRUSSES 24' O/C (TYP) • PROPER IN8T,4LLA4TION ♦ UNACCEPTABLE INST 4LLTION i MAX. 6' ♦♦ DO NOT DO THIS ♦� I I• I BRACING WK3)10d x 3' IT EACH CONK. is 24' O/C (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS /16'xl-3/4' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d USP HGAMIO W/(4)-3 COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE WEDGE BOLTS d )-3 SDS I31 MOISTURE BARRIER (D = 0.148', L = 3') OR EQUAL (D = 0.201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR x 1 1/2' SCREWS BOND BEAM NOTES: EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA x 5 1/2' LAG SCREWS OR EQUAL MASONRY WALL SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA x 1' LAG SCREWS OR EQUAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) —QL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (b) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION i�llk . X IL kX ,I ♦♦ NOTE: x 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP k BOTTOM CORD FIRST 2 COURSES ,� ♦♦ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING s ♦ THAT MY BE REQUIRED 4'-0' O.C. MAX FOR III COMMON NAILS. (ONE INTO EACH OUTSIDE FACE EX 1. WA LL CONN. 6 NON - LOA L) 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) BEARING LOCATION (UNEVEN CLG-) FILLED CELL PER FOUNDATION PLAN FILLED CALL INSTALLATION � BRACING PROVIDED It EXTENDS OVER AT LEAST 90% OF THE WEB. TYPICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMN5 S SEE TYP. WALL SECTION FOR SCALE: N.T.S. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SCALE: N.T.S. CJ�J ADDITIONAL INFORMATION. JrJ SCALE. N.T.S. REQUIRED AS PER BCSI 1-03 SCALE: N.T.S. CJ. eJ SCISSOR TRUSS 2'x4' OUTLOOKER 9 24' 12 O.G. W/ (2) 10d PER JOINT MINIMUM 2'x4' USP WTW20—i CROSS BRACING (SEE PLAN FOR LOCATIONS) 10dx3' O/C 21x4' TOENAIL is 6' O/C RUNNER (2) I6d PER W/ (2)16d TYPICAL JOINT NAILS I 12" MAX. I FILL SOLID BOTH CELLS Ir 5 REBAR STD. 90' D MA NOTCH WEB AT THE ♦♦ 5 IEBAR (T7 Tl'P) ♦♦ NOOK (TYP) ♦♦♦ - ♦, STD. W. NOOK (TYPQ Lu IL a I I I ♦♦ �. NOTCH s FIRST COURSE LIIIIIIIIII I� 111 I �IIIIII � OVERLAP TRUSS BRACING 6.9 MAX PRE-ENGINEERED At LEAST TWO TRUSS SPACES 6' OVER -AP WOOD TRUSSES 2X4 BRACING g 48' O.G. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d s EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) MINIMUM (2) I6d PER JOINT MINIMUM 2'x4' TRUSS BRACING NOTE: CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. ALTEWATE NON -DROP CxABLE END DETAIL 1) 'L' BRACE MUST EXTEND AT LEAST cJO% OF WEB LENGTH EXCEPT, SCISSOR TRU56 BRACING OVEiRLAP DETAIL.rm GABLE WHICH REQUIRES BRACE TO EXTEND PULL HEIGHT OF GABLE. GROSS BRACING DE:TA4IL J SCALE: N.T.S. 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS s 4' O/C. SCALE: N-T.S. �e, COSMETIC DROP CEILING FRAMING SCALE: N.T.S. cJ� 55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS GABLE TRUSS 4 S5 85 'L' BRACE W/ 10d a 4' O.G. 12 12 (SEE SCHEDULE FOR SIZE 69 MAX AND LOCATION) 6.9 MAX. 'L' BRACE W/ 10d . 4' O/C r� (SEE SCHEDULE FOR SIZE �� gg AND LOCATION) S5 MIR ABLE TRUSS tee.. • f "L." BRAG INCz RE QU I REMENTS STUD SPACING NO 'L' BRACE (1) 2'x4' (URA.) 'L' BRACE 2'x6' (URO.) 'L' BRACE 24' 0'0' - 3'-0' Y-0' - 6'-0'1 111 < GREATER SCISSOR GABLE - (1) 2'x&' 02 S.P.F. 6 EAG�4 VERTICAL AND (2) 21Ix811 FULL HEIGHT 6 DIAPHRAGM BLOCKING END JACK Il'-O' MAX. 1~ tiA - CORNER JACK „ zw IY OV .. SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 3 58 12 OUBLE TOP PLATE 6.9 MAX 2X4 LEDGER USP LSTA 16 UPLIFT CONNECTIONS DBL TOP PLATE i-i I P FRAM I NCB tUDS � 16' O.C. r��r � �� GONt. BEARING . BEARING uSP NGA10 (TYPE -STUDS , lb' OL. USP �24 UJOOD FR�41"IE C �4 N BRACING DETAIL D TILE E D GA5LE: EN:) BR4CINCH DETAIL •EACH STUD C��BLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION scAI E: s�4'_I'-v MEAN WALL HEIGHT UP to 30'-0' -SEE STRUCTURAL SCALE: N.T.S. � NOTES FOR WIND SPEED SPECIFICATION RFV1 W A1�z ? a . T�' � �P - ' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 o o In w z� OVA p � a+ � z< to v M � C Go a0i Op Z Q o o zw E W�~ W z o 0 Lo w j uj z W U w _ Z Q 3 O 0 O U TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 119.9 AAPH , 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE (2004 EDITION, INCLUDING 2005 & 2006 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE TT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 ❑ SAMUEL A. GREENBERG, P.E. #34245 ❑ THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ❑ ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: I JUL 3 2008 SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S5 C) N LO i O