3167 Nubbin Ridge Ln - Laserfiche WebLink

Browse Search

W SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR BLOCKING FOR SHEATHING DETAIL FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL I ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" ITRUSSES EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4�KI�CKER 2x8 SYP#2 "L" BRACE TO 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB � @ 8'-0" 0/C. EXTEND AT LEAST 90°10 OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5Awl (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO FROM LEDGER J 7/16" OSB SHEATHING FATTACHEDW/10d & (2)10d TOE NAILS @ BLOCKING EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM7 1/2^CDX PLYWOOD OR 7/16" IJ I I I 1 1AND THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" m PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR X-BRACING, AND TOP CO NOTES AND NAILING CHORD BLOCKING SCHEDULE FOR INFORMATION `� oO SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES Go oo APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 " " EACH JOINT W/ (2) AT 24" O.C. ON TOP OF tp 10d & (2)10d TOE BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS40� ATTACHED W/ 2 1� 2x4 PANEL BLOCKING -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 FI 48" (4)O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT wl (4)1/4"x1 112" BOTTOM ATTACHED w/ 2 10dx3" 4" 0/C SDS SCREWS TO TRUSS & (4) 1/4"x3" () @° SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 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 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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 2x4 "T' ON TOP OF PANEL) I1.` OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING(*8 IL D )SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR 10dx3" O/C WOOD TRUSSES OCATIONS) 2"x4" TOENAIL 6"O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 12 6.9 MAX. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. I � „I � 'll iu r II a. ° • �I- \ t A II ° � IL � � °N a a. �I � ° II. ° e I � �° I. n.. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES rTOE NAILS AT EACH END @ I 24" O/C (TYP) \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU • EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - V-0" 6'-0" & 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS '-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-V MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 90� 0 CORNERJACK C7 Y a Q Iz W z <r 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 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 DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ''�IIIIII,1.11�1 llllll�l■IIIINS FlOrl 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 BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & 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 AT 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 STRUCTURAL 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 a O 0 (L_ �. _" . 1• A` •-or- . C� < 0 - Ci To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» Q SON 4 M N t3 u. u- ;LLH,�71 a LLaa N NCN7 W h" T C U_ . 0. Y n Q&- I j d m m Wi9°,'� . o C N apR M ILZ ARN ° ao z N �coZ W z J N Z u_ C1 (0 •U y W a 0 N �(10 c uj a o w Z M $ poi to z Q LL ao Wi �aR zp oa E f0 F— E o XI �~ U O oU o� z N z wo W Z �� m� c UU� N z Z5 3 O w Q W �z a N 3 6� ao U W 3o =k _A ni Z ~ a x i1 o 3 C �N 120 ^L' W '> C 00 CV .-. Cal _ O CD I'— cr d- .T• Z O LO r .L CD (DD N T 00 N T C "' C z Z E O E r a v JOB NO: 19-8534 SCALE : AS NOTED SHEET NO. S5 w Ei F