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IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. W SHEATHING NAILED W/8d Q z N @4"O.C. GABLE $ FIRST 2"x 4" BLOCKING SPACED @ 45" 0/0 PRE-ENGINEERED WOOD TRUSS AT LEAST ONE TRUSS OVERLAP SPACE w m N W� 4 TRUSSES (TOP CHORD) a o Z EACH BLOCKING. SEE FLOOR PLAN FOR HEADER CONN. a �_ E 3 2-ROWS 16d NAILS STAGGERED o w 16" O/C EACH FACE OR 3-ROWS a `` �`' 2 x 6 L- BRACE 16d NAILS STAGGERED ®16' 0 C / z 0 a$ ATTACHED W/ 16d NAILS (2)2 "x 4" DIAGONAL BRAG I NG FOR 2'x10� OR GREATER HEADER w 0 o @ 4 O/G TYPICAL ATTACHED W/ (5) ad NAILS 0 o � 9 F z SEE ELEVATION FOR FINISHES (2) 16d TOENAILS 9 �- ON 1/2" CDX PLYWOOD W/8d INTO EACH LEDGER. zam 6 "O.G. ED6E5 MINIMUM (2) 12d PER JOINT GABLE TRUSS WE 16d NAILS ® 16" O/C TYP. 5 a �3 MINIMUM 1 "x4" TRU55 BRACING SEE FLOOR PLAN FOR HEADER SIZE v> '_ 2 "x 4" LEDGER. (2) 12d X6STUDS 16" O.G. TO EACH TRU55 WEB. D RAT -RUN BRACING D ETAI L G GABLE END DIAL ATTACHMENT Q w SIMPSON SPI � TOP PLATE. �11L"OC"K � � . 2"x4" Up oz @ MIDHEICGHT. (2) 2"x4" DIAG. BRACING I —2 1-2 CRIPPLE Ft � � SPACED � 32" O/G NOT TO SCALE NOT TO SCALE 1 STUD () 2"x4" TRIMMER w v o0 (5) ad NAILS INTO TYPICAL SEE STUD (TYP.) z r 6' cfl cfl Q �, c� GABLE END STUDS. FLOORPLAN °M Uj a uj cc C:> "o FOR COLUMN = r ¢ U v� e7 G.G. TO WRAP FRAMIN SIZE m w w W/ TYVEK A SEE FLOOR PLAN FOR U ~ v CD 52 CONNECTION PRE-ENG. COMMON ¢ CD TRUSSES o24"O.C. tZ ¢ w o (I) 5IMP50N HETA20 @) 32" R.38 INSUL. (MIN.) 00 �pF- P.T. BOT. PLATE 0/0 RUN UP STUDS. (1)51MPSON 2"x 6" STUDS 16" O.G. c / 5P1 ® EVERY OTHER STUD. 5d COOLER NAILS @ 6G O. . 2"X 6" PT PLATE W/I/2"X 8" J-BOLT ®45"O.G. A GABLE SECTION 1-2 NOT TO SCALE 12 SEE ELEV. FOR SLOPE SIMPSON SP4 @ EA. STUDf 5/8" GDX OR IQ/52" 055 SHEATHING FASTENED TO TRUSSES WITH ad COMMON WIRE NAILS ® 4"O/C BOUNIDARIE56" 0/0 ED6E5 4 8" O/C FIELD SIMPSON 5P4 @ EA. STUD — 2 "x P.T. PLATE 1/2"0 WEDGE TYPE ANCHOR BOLT (p 24" O.G. W/4" MIN. EMBEDMENT 5"X8"XI6" K.O. BLOCK W/ 1 #5 CONT: AND FILLED W/ 2500 P51 CONCRETE 1 #5 VERT. IN GONG. FILLED CELL—/ W/ 57D. Ct0° HOOK IN K.O. BLOCK r- PRE-ENGINEERED WOOD TRUSSES (9 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE 2"x'4" #2 5YP STUDS @ 16" O.G. MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) KNEE WALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 20'-0"MAX. 20'-0"MAX. "X" BRACE SEE DETAIL— CONTINUOUS BOTTOM CORD C ROOF BRACING PLAN -2 NOT TO SCALE ,.3LE END BRAG I NG 4'-0" 0/0 MAX FOR FIRST (4) ROWS OF TRUSSES (2) 2"x 4" BRACING 52" O.G. SEE DETAILS. /ANCAIC.-T'C I>VL 15 C8) '+0 rE:) GABLE END DETAIL NOT TO SCALE WINDOW AS SCHEDULED PRE -CAST GONG. SILL TYPICAL G.M.U. .I 2"x PT WINDOW BUCK (150 MPH WIND) I "x PT WINDOW BUCK (< 120 MPH WIND) SEE ATTACHMENT DETAIL THI5 SHEET RIDSE LINE + f 4-+ r # o f f } # i + + } + + r + + # # + i # + + + + + + ++t+ «+«+ 4 + + + + f + + + + + + + + + # + ♦ + + r + + # + + + t+ 4 + r♦ 4 + f r o f f 4+ + + + + + ♦ 4 # + + r r + « r + 4 + ♦ + 4 t } 4 # + + ++'}'} RIDGE LINE + + +}#,*,* + + + + + # « f + + + + t + + + r + + r # + + + + ♦ } + « + r ♦ + + + « + + + r + + + + + r + + r + + + + + t + + + + +]. + + + + + + + + + + + + + + + + + + + + + + + + + + i i + + 4 + + } + + + t + .c!: 4 + + + + + # + + ♦ # + + + + + + + + + + + + + + + + + + + r + + + + + + + + + } + ♦ + i 4 + + + + « i + + + i i + r + + + + + + + + + ♦ + + + + + + + + i + + + + + + + 4 + + + + + + + ^+ + + + t } + # # + + } + + + i + } + 4 # } i # + + i + } i + + r + + + # + + 4 # 4 4 + + + } + + + + 4 + 4 4 4 4 + 4 } + ♦ } ♦ + ♦ + + ♦ + + + + + + # + + + SOHEDULE- + + + + + + + + + + 8d RING SHANK OR IOd COMMON NAILS @ 4" O/C ad COMMON NAILS @ 6" O/C ++++++i++++++++++++, (p GABLE END WALL OR OR BUILDING END ZONE ad COMMON NAILS @12" 0/0 + + + + + + + + + + i } + + + + r « r r + I NTERMED I ATE ' f SHEATHING NAIL PATTERN S 1-2 NOT TO SCALE TYPICAL HU5 INSTALLATION TYPICAL META / HETA INSTALLATION 51 MP50N MMTS I S W/- (4) 1 /4" x 1 1 /2" TAP - CONS INTO TIE BEAM RETROFIT-MTS ANCHOR TYPICAL HTS INSTALLATION 2"x BUILT-UP COLUMN 51MP50N f FILL EVERY NAIL HOLE W/ Ibd NAILS 5/4"0 THR BOLT 5/5"OxB" %J" BOLT OR 5/5"(P WEDGE ANCHOR W/ MIN. 5" EMBEDMENT 51 MP50N f * UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD 5EARINr_;;/EXTERI0R WALL HEADER DET,41L SCALE: N.T.5. S� H2.� SIMPSON OR HCDP U.S.P. INSULATION H2.5 SIMPSON OR HCDP U.S.P. H2.5 SIMPSON OR HCDP U.S.P. SPACE ANCHOR tff.:?, BOLTS 6" MAX. FROM END OF 2" X PLATE. � I RDER TRU55 'ILL EVERY IAIL HOLE V/I(od NAILS '.X TOP PLATE =ILL EVERY IAIL HOLE V/16d NAILS '. X B.U.G TYPICAL 51MP50N STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL H ANCHOR DETAILS -2 NOT TO SCALE N I a a . 2 ##5 CONT. DOUBLE TOP PLATE 2"X4"STUD @ 16" 0. C. (1) ROW 2X4 BLOCKING Q MID HGT. FOR WALL HGT. < 8' - 6". (2) ROWS 2X4 BLOCKING 3rd PTS FOR WALL HGT. > 8' 6". 1 /2" DRYWALL 1 /2" 0 X 8" ANCHOR BOLT © 24" O.C. W/ 2' 0 X 3/16" PLATE WASHER (TYP.) 2" X 4" PT PLATE INTERIOR SEARING WA -2% SCALE: N.T.S. 1) FASTENER SIZE - INCH DIAMETER 2) FASTENER LENGTH - MUST GO /4"ANCHOR5 2 INCHES DEEP INTO THE 3) r*wQEENER 5PAC I NG - NO °ERMANENTLY MORE THAN 16 INCHES APART vi NSTALLED 4) FASTENERS - MUST BE VIBRATION- W RE515TANT $ PERMANENT INSTALLED 5) FASTENERS - MUST BE CORRO51ON RE51 STANT < PLYWOOD PANEL 3 PLYWOOD HURRICANE PANELS 0 0 FA5TNER SPACING FA5TNER (INCHES) A,B PANEL 4 (b TYPE SPAN FEET FEET 4 SPAN SPAN NO. 5 WOOD 50REW BASED ANCHOR WITH 2 INCH EMBEDMENT LENGTH ib FEt FAT NO.10 WOOD SCREW BASED ANCHOR WITH 2 16 12 a INCH EMBEDMENT LENGTH 1/4 INCH LAG SCREW BASED ANCHOR WITH 2 INCH EMBEDMENT LENGTH 16 16 16 O U 0 w w = J a V J U PLYWOOD HURRICANE PANELS a Z WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" > INCH AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDIN65. V) PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE a WINDOW OPENINGS WITH ATTACHMENT HARDWAREL PERMANENTLY INSTALLED ON THE BUILDING. THE PANELS MUST LAP OVER THE c SIDES OF THE WALL AT LEST 5 INCHES. DO NOT FIT THE SHUTTERS INSIDE THE OPENING. N O N r<_*' TYPICAL HURRICAN PANEL DETAIL = Z -2 50ALE: N.T.5. 0 U 0 U LLJ (� (f Ln c�3 (-00 (of) LL CD z I cn E m ry U� n W N 0 J O DATE: 04/05/2021 DRAWN: J.W.S. CHECKED: PAA PROJECT: 2102 SHEET NUMBER Sl-02 11 OF 12