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�co rc� o 0, 111 m u � ®dD 4 lep SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) i6d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2"PTI SSCHEDULE FOR SHEATHING DETAIL 2"x OUTLOOKER 24" O.C. �(oPT10NAL - SEE ELEVATIONS) L4" OUTLOOKER 0 24" O.C. SIMPSON H10 OR EQUAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' lk� EA. OUTLOOKER OF TRUSSES ® EDGES OF SHEATHING TYPICAL I TOP CORD BLOCKIN FOR FIRST FOUR ROWS DOUBL�: TOP PLATE 2"x4" CROSS BRACT SIMPSO H10 OR EQUAL OF TRUSSES @ EDG S OF SHEATHING TYPICAL2" RIDGE SSSBRAC3 0 EA. UTLOOKER 7/$" STUCCO! FINISH PER ASTM C. 926 ¢" MAX 2"x4" CROSS BRACE AT EACH JOINT �N/ I 24` MAX "INIMUM 2"x4" CROSS zl LSO3 ! Z �i EA. S D- � AT RIDGE FASTENED (2) 10dx3" j "L" BRACE TO EXTEND AT LEAST BRACING SEE PLAN APPLY 3 LAYERS W/ TOTAL THICKNE. ,% AT EACH JOINT Wf I 90% OF WEB LENGTH (SEE TABLE) FOR LOCATIONS OVER FETAL LATH. FIRST �,AY£RS 3 f$P (2) 10dx3" ) THICK EACH. 3RD LAYER 1 8 THICK. 7f 8° STUCCO FINISH PER ASTM C. 926 2X6 FRAMED WALL -- SEE WALL SECTION FOR SPACING APPLY 3 LAYERS tY TOTAL THICKNESS 7f$ 2"x6" P.T. sILL I 2) 16d PER JOINT 1 /2" CDX PLYWOOD OR 7 16" OVA AL I ATH. #R aT SAYERS 3%$" ABLE TRUSS 2"x4 PANII ti. II�s" O.C. / THICK AGH. O t.AYER 16 TRICK. FOR THE. PRIS i� t2oWS OF TRUSSES Ow SHEATHING ATTACHED Wj 10d I FROG tA, ! TOP &BOTTOM FNAILS IELD �+ 6" O.C. EDGES AND 12" O.C. 2"x4" PANEL BLOCKING 4$" O.C. I 1/2" CDX PLYWOOD OR 7 f 16" OSB ATTACHED W/ (2) 16-d TOENAILS " _ (2) 16d NAILS FOR THE FIRST 8 -O OF END WALL � SHEATHING ATTACHED Wf 10d NAILS 0 6" O.C. M -2"x4" BLOCKING FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD _ ATTACHED Wj (2) 16-d TOENAILS 10dx3"0 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 5/8" O 1 /� - blI" LIIU6 DENSE 2"x4" "T" ON TOP OF PANEL \'ONIINUOUS BOTTOM CORD BRACING 1 "x4" MIN. OY 5-'Um" 'WALL BOARD FASTENED BLOCKING, FASTEN WITH r WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" € 4" 0/C 2"x4" "T" ON TOP OF PANEL DR I . . - I "X" BRACE SEE CONTINUOUS BOTTOM COR DET. 'J/S3 -I ��I ill K K AC YWALL SCREWS COMPLYING WITH BLOCKING, FASTEN WITH MOISTURE HARRIER NOTE: ASTM C1002 FOR FIRST 8'-0" 10dx3" 0 4" O/C 1 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING 7TOP &BOTTOM CORD FROM END WALL CAD 4" O./C TYPICAL:. 5/8" OR 1/2" CEILING DENSE SIMPSON META20 OR EQUAL CRO65 5RACIi�G DETAIL GYPSUM WALL BOARD FASTENED 0 4'-0" O.C. TYPICAL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ WITH 8d COOLER NAILS OR 1 1 /4 LONG SCALE: N.T.S.3 THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2"x4" (EDGER {MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH ASTM" C1002 2) "T" BRACING MAY 8E USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UPLIFT GONN®5 I ING CHORD SLOPE OF ADJACENT TRUSS) FOR FIRST 8 - 0 FROM END WALL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 0 4 O/C TYPICAL * USE SIMPSON META20 (OR BETTER) CONNECTORS 1/2.0 ANCHOR BOLT 0 48" O.G. (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) SECTION � " SECTION � i�G2UFR�D �fN1Ml,��"i ��j�"i,�1`1�1�7" `ii2U5� 8�G1�iC� �L1�1� L CONNECTORS @ FRAME WALLS & SIMPSON H5 MINIMUM 6 FROM PLATE SPLICES AS PER HIB 91 SCALE: NT.S. Ga' � @ HIP .JACK TO FRAME WALLS. Wj 3/16"x2"� PLATE WASHER SCALE: N..T.S. G3 SCALE: N.T.S. SEE STRUCTURAL NOTES AND NAILING 2x4 "T" BLOCKING SCHEDULE FOR SHEATHING DETAIL _\ 2x4 BLOCKING @ 48" O.C. BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER 0 24" 0/C "L" BRACE I 16d NAIL 7/$" STUCCO FINISH PER ASTM C. 926 ATTACHED W/ 10d NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 @ 4" O.C. TYPICAL OVER METAL LATH, FIRST AYERS THICK EACH. 3RD LAYER 1 f8 THICK. PRE -ENGINEERS �`�-�'�� BR4CIN�x OVERLAP io iIJ WOOD TRUSSES AT LEAST TWO TRUSS SPACES GABLE TRUSS WE � TOP CORD 1LOCKING FOR FIRST FOUR R W I IMPSON H10 OR EQUAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 0 EA. OUTLOOKER 2'x4" CROSS BRACE AT RIDGE FASTENED 4" MAX. DOU5LE 'L' 15RACING DETAIL (2 EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST SCALE: N_T.S. 53 {2) tOdx3" 90% OF WEB LENGTH (SEE TABLE) I ABLE TRUSS 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 OSB SHEATHING ATTACHED W/ 10d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING ® 48 I 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 FOR THE FIRST (4) ROWS OF TRU I FIELD FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS MINIMUM (2) 16d PER JOINT 16d NAIL NOTES: 1 ) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. ATTACHED W/ (2) 16-d TOENAILS INIMUM 2"x4" TRUSS BRACING "L" BRACE I I OPPOSITE SIDES OF THE COLUMN x 5 1 2" LAG SCREWS OR EQUAL SIMPS{}N HGA10 0 36" O.C. / 2"x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS I 2) ALL FLAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH @ 4" O.C. TYPICAL LAMINATION THICKNESS OF THE LAST 5} FOR 5-PLY, PROVIDE 1 j4" D#A. $ x 7" LAG SCREWS OR EQUAL 5 j8" OR 1/2" CEILING DENSE TUD WAIL (SEE TYP. SEC.) 3) 1Odx3" @ 4" O/C TRUSSI2AGIN� OI�� DETAIL EACH 30d COMMON NAIL MAY BE (SPACE AS SHOWN FOR 3-PLY) REPLACED W/ (2) 16d COMMON NAILS. 6 REFER TO NDS SECTION 15.3 GYPSUM WALL BOARD FASTENED +ALE= �Ta% GABLE TRUSS WEB (ONE INTO EACH OUTSIDE FACE OF ) FOR ADDITIONAL INFORMATION WITH 8d COOLER NAILS OR 1 1/T LONG B.U.G., SAME NUMBER OF ROWS, DRYWALL SCREWS COMPLYING WITii SIMPSON SP2 SINGLE 'rL"3IRAGINCx DETAIL �P SAME SPACING) ASTM C10g2 FOR FIRST 8'-0" EACH STUD FROM END WALL @ 4" O/C TYPICAL DBL, S.P.F.TOP PLATE SCALE, N.T.S. 5j TYPICAL NAILING 6CI-4EDULES FOR 5UILT-LIB' COLUMN6 SCALE- N .T,6. SECTION ABLE TRUSS 4 ABLE TRUSS ! " " " OJC g3 L BRACE Wf 1Od ®4 33 SCALE: N.T.S. �3 (SEE SCHEDULE FOR SIZE 1� "L" BRACE w/ 10a 0 4" O.C. �7 AND LOCATION) 12 (SEE SCHEDULE FOR SIZE 7 MAX. ND LOCATION) s S3 TOENAIL W/ (2) 16d NAILS 5 1Odx3" O/C @ 6" o/c TYPICAL 63 2 2' 4" (2) 10d PER JOINT 'L° 5RACING REQUIREMENTS I STUB NO (1) 2"x4" (2) 2"x4" (2) 2"x6- SPACING "L" BRACE "L" BRACE "L" BRACE 'L" BRACE 16" O'0" - 4'-5" 4'--5" - 8'-0" 8'-0" - 12' -O" 12'-Ga_ - IC-0. 24" C-0" - 4'-0" 4'---0" - 7'-0" 7'-0" -- 1a'-0" 10'-0" - 14'-?» SCISSOR GABLE - (1) 2"x8" #2 S.P.F. C EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING j NOTE: 6 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, z"x "RUNNERS IF S3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF CABLE, I 12" MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" Q/C. b I...,.... ... :.:..:::. .....:.... IF��CV � 1=1 I F VY^4� DBL. TOP PLATE SIMPSON SP2 ALTF_RNATE NON-DRof=' GABLE END DETAIL ONT. SEARING ONT. BEARING STUDS 0 16" O.C. ON SCALE- N.T.5. GAIBLE END 15RACING DETAIL GA5LE END 5fP,,4(:,-lNG DETAIL SIMPSON HGA1O @ EACH STUD MEAN WALL HEIGHT UP TO 3O'--0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N_T S. MEAN WALL HEIGHT UP TO 30'--0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SAMUEL A. `- FEEI�5ERc.';, FIE, 424 . SCALE; N.T_S. ❑ THUY H_ HUYNNH, I.E. 0122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL Ii�JIN .J_NS®i�I,�� 2"x4" OUTLOOKER 0 24" O.C. s� 12 Gum TOP PLATE SCISSOR TRUSS 45' SIMPSON H2.5 OR EQUAL TO THE 5EST OF THE IENGINEER'S KNOWLEDGE AND 5EL.IEEF, THE T MAX. TOP CORD BLOCKING FOR FIRST FOUR RO @ EA. OUTLOOKER STRUCTURAL I=L;ANS AND SPECIFICATIONS COMPLY WITH T OF TRUSSES EDGES OF SHEATHIN TYPICAL 2X4 CONT"L" BRACE FASTENED W/ 12 FLORIDA SUIL.DINC� CODE, SiEGTION 16FOR 120 Mfi�1 .3 c, {2) 10d 3-0 24" O/C. CMID HEIGHT C:LIST, EXPOvURE `15` WIND ZONE (2001 EDITION(. GABLE TRUSS THIS DRAWING�s AND DESIGN IS VALID FOR 12 MONTHS AFTEp_ -FHE 7 MAX. I 2x4 KICKERC�s 8'-O" 0/C. TRUSS VERTICAL ' REVISED 08-15-03 DATE IT 15 �viD AND SEALED, 2"x4" CROSS BRACE 2X4 BRACING @ 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST �----, „ „ SIGNED AND SEALED FOR THE STRWCTU FORTIORI OF THI- 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT,EACH JOINT W% 9Q� OF WEB LENGTH {SEE TABLE) (2) 2 X$ L BRACE FASTENED ZL CREATED 01--02-�-02 DRAWING ONLY, SIMPSON LSTA12 TYP. ATTACHED Wj 2--10d 0 EA. TRUSS (2) 10dx3" I FROMSIMPSON #3 WITH 8-8d BLOCKING WITH (3) 16d PER SIDE (NOTE: BRACING MAY BE PLACED ON OTHER DIAPHRAGM BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) ' . ABLE TRUSS @ 48„ O/C a GYPSUM WALL BOARD I 1/2" CDX XPLYWOOD ATTACHED W 014d NAILS � 6°IB iE e A � y� � 2"x4" LEDGE (MATCH BOTTO " % SCISSOR GABLE T � RACE 1`� r� I g CHORD SLO OF ADJACENT I EDGES AND 12 O.G. FIELD I 10D BOX 3400 - ® 3 `M 1 SCISSOR SS) AS PER HIB 91 SCALE: N.T P� a (OLS) 645 016#a F (PS13) I OISTURE BARRIER 12 n M P t S 2"x4" PANEL BLOCKING @ 48" O.C. t� ! l E5 Ole @THFSE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND ?;?E FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL CUFAlTd THIS PROCT. ANY REPRfDUCT10N OR UNAUTHORIZED USE IS PRt#IE17E➢. - 2063 COSMETIC DROP CEILING FRAMING FROM EA. END TYP. BOTTOM CORD CAA 6'-0" O.C. TYPICAL 3 SEC. GUST ATTACHED W/ (2) 16-d TOENAILS �f� t t 2"x6" P.T. SILL ALTERNATE SIMPSON LSTA18 j� �'fRU,55' W1 Dfi�'OP �E!LINCi 5R,4C«� DETAIL. 1/2.0 ANCHOR BOLT @ 48" O.C. STRAIGHT STRAP 0 4'-0" O/C SEAL ``� iUD5 16" O.C. ALIGNED WITH GABLE WEB. MEAN WALL HEIGHT UP TO 30'-V - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SC,4LE: NT5 ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NOMD* DIVISION �� . . AND TO MASONRY W/ (3) 3/16 x 2 1 /4 TAPCONs. PATE W/02 N: /BLOCKS/STI5 2001 ; SECTION- TRUE 1 DETAILS WOOD FRAMED C-s��3LE END BRACING DE�"r4IL. SCALE. u.T.�. �,3 MEAD€ WALL HEIGHT UP TO 3C-0" - SEE STRUCTURAL NOTES FOR WND SPEED SPECIFICATION SCALE -- NT.S. DE JOS NO. IIM - 502