3222 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

USP HGAM10 W/ (4 1/4"xl-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 7 TOP CHORD @ 24" O.C. BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TRUSSES @ "L" BRACE TO EXTEND EDGES OF 2x4 CRO BRACE AT LEAST 90% OF WEB SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2" CDX PLYWOOD OR 48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES GABLE AND 12" O.C. FIELD TRUSS TRUSS VERT. WEB 15# FELT SPACED @ 48" O/C MAX. PAPER BACK METAL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 p PARGE COAT OF CORD ATTACHED W/ (2) 16-d TOENAILS SILL CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP.. 2x4 "T" ON TOP OF PANEL BLOCKING, U.N.O. AT EXT. FRAME FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. WALLS. SEE ELEVATION SHEETS FOR TEXTURES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 10dX3" @ 3" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THROUGH CHORD FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL INTO 2"x6" P.T. PLATE 1A 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM WEEP SCREED PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. NOTE: IF EMBEDDED SECTION 1 MOISTURE BARRIER STRAP MISSED VERTICAL WEB; USE SCALE: N.T.S. S5 USP HTA20 @ EA. TRUSS MSTAM36 ON OUTSIDE VERT. WEB (24" 0/C MAX.) REFER TO SECTION SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER TOP CORD BLOCKING 45°+ FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 2X4 KICKER @ 8'-0" O/C. I 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END GYPSUM WALL BOARD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL 5/8" x 10" "J" BOLT @ 48" O.C. USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION ECTI0N 2 SCALE: N.T.S. Srj 1A ON SHEET S5.1 r FOR X-BRACING, AND TOP CHORD00 `V BLOCKING INFORMATION 1 1 WOOD TRUSSES - 1/ co co 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF t2' 1 1 2 BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 2x4 L 2 KIN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL O/CTOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION, SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT .......... ,,,...., .. �... �.,......., . ,..,., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 1111R J 1�1 �llll_ GABLE END BRACING DETAIL RU ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. 2X4 CONT"L" BRACE FASTENED W/ (2) 10d 3"@ 24" O/C. CMID HEIGHT 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF WEB LENGTH & NOTCH @ BOTTOM CHORD (SEE TABLE) USP RT3A WITH 8-8d FROM LEDGER TP BLOCKING 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS z . FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. U.N.O. AT EXT. FRAME WALLS. SEE ELEVATION SHEETS FOR TEXTURES GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NOTCH "L" BRACE HERE WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL BACKNAIL W/ (2) 16d NAILS ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT 2x4 OUTLOOKER @ 24" MATERIALS TOP CORD 24" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) 2x4 OUTLOOKER BACKNAIL WI (2) FIRST FOUR ROWS SEE STRUCTURAL 16d NAILS @ 24" O/C OF TRUSSES @ USP RT16 OR EQUAL @ NOTES AND NAILING EA. OUTLOOKER SCHEDULE FOR DOUBLE TOP PLATE SHEATHING DETAIL 2x4 CROSS BRACE APPROX. 2"a4" CROSS BRACE 8" FROM RIDGE FASTENED AT APPROX. 8" FROM USP SPT4 EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT @ EA. 10d TOE NAILS @ EA. END EACH JOINT W/ (2) A STUD 2X6 FRAMED WALL - SEE 10d & (2) 10d TOE WALL SECTION FOR SPACING NAILS @ EA. END 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED 2x4 PANEL BLOCKING 10d NAILS @ 6" O.C. EDGES @ 48" O/C FOR THE AND 12" O.C. FIELD FIRST (4) ROWS OF 15# FELT TRUSSES FROM EA. —1f PAPER BACK METAL LATH END TYP. TOP & PARGE COAT OF CEMENTITIOUSBOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8" THK FIN IN W/ (2) 16-d TOENAILS O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELEV. TYP. TOP & BOTTOM ATTACHED SHEETS FOR TEXTURES W/ (2) 16-d TOENAILS (2) 16d NAILS 2x4 LEDGER (MATCH BOTTOM 2x4 BLOCKING CHORD SLOPE OF ADJACENT 2x4 "T" ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER f- 16d NAILS @ 24 O/C TOPCORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ jOd NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xl-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 BLOCKING W( :.. (2)12d TOENAILS EDGES OF SHEATHING TYP. USP RT16 OR EQUAL @ EA. "L" BRACE TO OUTLOOKER 24" MAX. EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ZG-AA TRUSS X 1/2" CDPLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ • 6" O.C. EDGES AND 12" O.0 (2)16d FIELD NAILS 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS FINISH TO _ BE 7/8"THK FIN IN THREE USP HGA10 @ 36" O.C. COATS. TYP. U.N.O. AT DBL. TOP PLATE EXT. FRAME WALLS. SEE ELEVATION SHEETS FOR USP SPT24 @EACH STUD TEXTURES STUD WALL (SEE TYP. SEC.) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) `BRACING W/(3) 10d x 3" @ ® i EACH CONN. @ 24" O/C i \-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-13" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN a z w a 2x4 BLOCKING v 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \' 5� 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - 'CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ---- ui o 0 w o w d m o o 0 w o o r X � a o r 2 w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER SCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STPUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION =wi w ❑ Z w W Q ❑ W o wa W W F- I- o 5; w O zp Ow r o �UU W Z 00Lo N U- = In O 00 Lo w 'k z w >z ..E U-❑ W _L_ O UQ� V y 0 w�I=-� w�m �W w ❑ a 1-8 E / I 1 � ; O , V! Q -4-0) 5 /n N V O°° U e. M 'L L 2 Z) 0 2 p ED- O U: o R i Ups O Q �t/! w Qv n` v N c co �M W L a 'a W ui WO~ wF-Q wm_i W§Yzofz V O0-�O LL Q Q U I- 1z Qom- J�O�wwu_ =coo zLLU_oz2�oM acnwg0 Ow-OOm O O 00 Z cn ��az W W �t!}rm¢ �QQOWQ�zWZoWUoa L ¢ow �H� gYz2Q ow o 0¢¢u- Q Q 0 O O Z W 0 �- >_ (n O 0 F- CM O Q % M Lo I-- 0� CL M <U<00 Z �- w W J O O ® 0 N rn CV �- o O O 1 O N2 > (D r > Z Z ZO � WUI~-> owco N OnRo Z 1=0-CL . � zw it LLI F-Q (D Of Q ~m0Z (Do Z ?: J >- mZw U_ Z Z r� � M WTI O a � W Q Z Z EQO ry Z Z U OU O a Q Z S5 z z Ill _j a C!I LAST PLOT DATL >Q' . . Oct. 10, 17 -ice+ O STRUCTURAL DETAILS