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950 SAILFISH DR - REVISE 9-14-17 DWG'SJ01 J03 io � JOS J07 J07 J07 J07 J07 J07 J07 ro N J07 N J07 J07 a J07 J07' J07 T19 T20 T21 T22 T22 90 T23 N T24 T25 J05 J03 — — J01 0 M u) N M 1 "v ALL EXTERIOR WALLS HELD BACK 1/2" FOR SHEATHING O CL J03 J01 M O O O 0 O O 22'7.' o 52'3" o 14'7"—I I j o � o 14'7"—I BUILDER: TCI SUBDIVISION: Sailfish Drive LOT NUMBER: 950 MODEL: Custom DESIGNED/CHECKED: CD DB _ r Ja, T J03 H J05 — y J07 TrueHouse J07 J07 J07 J07 J07 J07 APEX J07 OFFICE COPY J07 This drawing is not sufficient alone for installation. J07 Additional instructions Jaz accompanying this drawing, including BCSI-131, should be J07 REVISION used in conjunction with the //�� architectural and structural J07 BP# /e ES /'7^ D U? �G plans during installation. If J07 DATE 10 BCSI-131 has not been J07 SIGNED /i'1 ..J�~" shipped to the site with the J07 """ components shown on this page, please contact Apex J07 Technology for a free copy. J07 Permanent bracing for the building, including bracing to J07- 'V "D resist wind, seismic, or other J05 lateral forces, and permanent bracing for all structural J03elements, is the responsibility SEP 1 4 2017 of the Engineer of Record for J01 the structure or the building designer, per ANSI/TPI 1- y�o I Pi ti's' ri{ 00 hapter2. a i % `% v..•' E ••• NO 1457 .yy s O ••• �• �, �N®®% APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JA APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224- 904.821.5200 WINDOW CEILING MIN. EGRESS I . y W T I [� �GI� 36" _ABLE OF ,CONTEN S v 3 41 , _ - rRADIUS 0 PAGE DESCRIPTION �v Gre vUYGo1� 1 FOUNDATION PLAN F cS - L0 R PLAN VOLyG, � � U. � y GENERAL NOTES' `+ OPENING x� j ,t � W Ih Y2 ELEVATIONS, WALL SECT N, J n FLASHING NOTES (N uU�h YtG�V �DYG1^(D 3 ROOF LAYOUT ELECTRIC L P FLOOR LAN, r- a � 12� S� ATTIC VENTILATION , (� 3 -4" STRUCTURAL ENGCNEERING BYddj� S4 5 OTHERS ARCH OPENING •• SITE PLAN' BY OTHERS J�oM TOTAL of Z AT FOYER 52'-4" 6„ 10 27'-8 6 00 „ 52'-4+, , ,, 24 -8 9 -5 9'-4" 8'-11" 27'-8" 24'-8" 70, 9'-5 9'-4" 8,-11" 5'-10" z Z 13 -0 5 -10 00 B TO SLAB AT `°REAR PORCH TO SLAB AT 0 „ tD o — REAR PORCH � 6"X6 P.T. POST —4— _ — — —.-� -�-- — LOCATION t -6'"X6" P.T. POST PRE-ENGR B (LOCATION) 4060SH 4060SH w oo :� TYPICAL TOP 8' P Cs� 8'co Q� I Q rn Z I m COV. �- " NC C0�%. Q� o �6 � 4 CONC o o � � z DIN NG SLAB REAR PORCH ( � � Z w , _I w REAR PORCH ° 10' LG. W w 10' CLG 9'6"X '10" U- a 27'4"X10'0" a, �O v� -I I ti0 W I O I d- 3,_ 4>, 10'_ 0;, 5' 4" 4'-8" 4, 4„ d 25'-0" 2'-8"Lo z Q 6" 'n01 I J 6" 6 WALL CL 3060SH 2O40SH 2040 H 32" ca RECESS 3060SH TOP ©8' T P P C� 8' \HOWE TOP @ 8'.5" �� 0 C�? 8 2R ECES 23 -4' 3 x , �° MASTER ow I N N B O 5' _ AT r in I I � I Ud �o I I„ Q-0 SINK NK 5'- 4 2 -10 -2 t 24';;6” O� I H_ I v1.- SH i-- — OWNERS ° N 2Xfi WALL O — — O - .I SUI TE 3, Ln 6' 4" P 2X6 WALL a GREAT R M O 10 CLG. ROOM M i I I _T f —I " oI 16 0"X12,0„ _ I N 10 CLG. 14'�"X24 6" „ 1'-3" I I I N I I i I 16'-6,> `'Rd, 5'-5" 5'-11" I I G.O� I I 8'-6" � `��- 16 0 8 6 I W I N /� /�\ t:A i,I . IiIl,I — ❑_ _WIC III O0o BATH 2 SINK " Mz ` �zs SIKIK V) IF,/ 00000 2 o M KIT 4 cv :00<J Q d OHO L I I 0 10' CLG. ( I -00 L_J_t-:J _ — I N W NPROV a 6,_0" 3,- ,_ , ,> 5,- 0 DE ELECTRIC N N Co= I 5 HF' 8 3 6 6 10 0 3 -0 11 -6 I J - >, _ _ A 1. 5 -_ T ISLAND I I S LL.. 04 LO L � a . Q oc) BED2 L I 50806E 10' CLG. I v�, 6'-0" R & S 10'0"X100" o- -- -- wl 00 I O 00 D 3 3 2'- 9 0 o -- 6.-P NTR REFG 01 LAU DRY ARCH,;SPACE .� MAIN l N 00 I 506 OF ------ -- SLAB _�xoo�° N N --- ----- ---------- -- -- — -- —---------------- -k— — d 2X6 WALL 2X6 WALL 4,. l CONC. SLAB REINFORCED WITH 6X6 10/10 W / W M OMP. El OR FIBER M COMP. WH ESH ON 6 MIL VAPOR BARRIER OVER I O 0 CLEAN, COMPACTED, TREATED FILL. I SINK TUB w/c I CURB I _J 22'-2,, 15'-6„ — 10 Ln r+� b ENTRY DOOR I 1 N w ~-4 o Lu0 I— Q 0 12'-8" 2'-4' 0 4" CONC Q z70, SLAB " _ 4. -'-1� W COV. Of 00 ro 4 CONC Looo FRONT PC R C H SLAB N 6X6" P.T. POST ` ❑ (LOCATION) ❑ ARAE 2—CAR GARAGE 0 HB in 6 SILL 16'X7' O.H. GARAGE DOOR 6 SILL M <a w 11'-4" AT SLEEPING AREAS 4-11" „ 5 -2 2X6 WALL A/C BELOW FBC R310.1 „ 11 -4 11 -4' „ 22 -8 6„ , 4-11„ 5'-2" 4'-11" „ 15 -0 , 52'-4"Ir ATTIC ACCESS FBC R807.1 F_ -7 1'-g" 4" 4„ 01 i M 12'-10„ '-0" ACCESS FROM INTERIOR OF HOUSE 15'-0" O 6 52'-4” PROVIDE PROT OF 20 X 30 'INCHES MINIMUM CLEARANCE PER FBC R P 801.4 FLOOR LAYOUT IN FRONT 22'-2" ONE ATTIC ACCESS PER FLOOR... PLUS... ACCESS NEEDS 24 OF OPENING rPULL� t° TO BE INSTALLED IN ATTIC AREAS NOT ACCESSABLE CLEA 11u I 5.7 ISTAIRSI BY ONLY ONE ACCESS PANEL. - SQ FT d z E-17-010 EXAMPLE: WHERE PARTS OF THE ATTIC IS NOT ABLE SCALE 1/4" _ 1'-0" (VNO) MIN. N w o a TO BE REACHED C ED BECAUSE OF VAULTED TRUSSES 30 PROVIDE PROTECTION ON PER FBC 8302.5.1 WITH MIN. 1-3/8 THICK SOLID CORE OR DOOR, MIN. 1-3/8 THICK SOLID OR HONEY -COMER CORE OR 20` MIN. FIRE- RATED DOOR. INSTALL A SELF-CLOSINGOR DEVICE. 10'- 2" J 1820 SQ 484 SQ 112 S FT Q 282 SQ FT 2698 SQ FT SPACE ATTIC ACCESS SHALL BE ACSSESIBLE AND PROVIDED WITH A LID THAT MAY BE EASILY REMOVED "- w O 21 TU B TU DATE: 06/05/2017 CHANGES 09/02/2017 3 DATE � CLEAR WALL 10' CLG ACCESS IS NOT REQUIRED WHEN THE CLEAR HEIGHT OF 23'10"X23;8„ MIN, �- 16'X7' O.H. GARAGE DOOR THE ATTIC SPACE, MEASURED AT THE ROOF PEAK, DATE !o ! SIGNED OF: 3 o i IS LESS THAN 24 INCHES FLOOR MIN. SPACING BED. 3 CLEAR OPENING AREA FBC R307.1 DOES NOT INCLUDE I 0 OBSTRUCTIONS SUCH I . y W T I [� �GI� 36" _ABLE OF ,CONTEN S v 3 41 , _ - rRADIUS 0 PAGE DESCRIPTION �v Gre vUYGo1� 1 FOUNDATION PLAN F cS - L0 R PLAN VOLyG, � � U. � y GENERAL NOTES' `+ OPENING x� j ,t � W Ih Y2 ELEVATIONS, WALL SECT N, J n FLASHING NOTES (N uU�h YtG�V �DYG1^(D 3 ROOF LAYOUT ELECTRIC L P FLOOR LAN, r- a � 12� S� ATTIC VENTILATION , (� 3 -4" STRUCTURAL ENGCNEERING BYddj� S4 5 OTHERS ARCH OPENING •• SITE PLAN' BY OTHERS J�oM TOTAL of Z AT FOYER 52'-4" 6„ 10 27'-8 6 00 „ 52'-4+, , ,, 24 -8 9 -5 9'-4" 8'-11" 27'-8" 24'-8" 70, 9'-5 9'-4" 8,-11" 5'-10" z Z 13 -0 5 -10 00 B TO SLAB AT `°REAR PORCH TO SLAB AT 0 „ tD o — REAR PORCH � 6"X6 P.T. POST —4— _ — — —.-� -�-- — LOCATION t -6'"X6" P.T. POST PRE-ENGR B (LOCATION) 4060SH 4060SH w oo :� TYPICAL TOP 8' P Cs� 8'co Q� I Q rn Z I m COV. �- " NC C0�%. Q� o �6 � 4 CONC o o � � z DIN NG SLAB REAR PORCH ( � � Z w , _I w REAR PORCH ° 10' LG. W w 10' CLG 9'6"X '10" U- a 27'4"X10'0" a, �O v� -I I ti0 W I O I d- 3,_ 4>, 10'_ 0;, 5' 4" 4'-8" 4, 4„ d 25'-0" 2'-8"Lo z Q 6" 'n01 I J 6" 6 WALL CL 3060SH 2O40SH 2040 H 32" ca RECESS 3060SH TOP ©8' T P P C� 8' \HOWE TOP @ 8'.5" �� 0 C�? 8 2R ECES 23 -4' 3 x , �° MASTER ow I N N B O 5' _ AT r in I I � I Ud �o I I„ Q-0 SINK NK 5'- 4 2 -10 -2 t 24';;6” O� I H_ I v1.- SH i-- — OWNERS ° N 2Xfi WALL O — — O - .I SUI TE 3, Ln 6' 4" P 2X6 WALL a GREAT R M O 10 CLG. ROOM M i I I _T f —I " oI 16 0"X12,0„ _ I N 10 CLG. 14'�"X24 6" „ 1'-3" I I I N I I i I 16'-6,> `'Rd, 5'-5" 5'-11" I I G.O� I I 8'-6" � `��- 16 0 8 6 I W I N /� /�\ t:A i,I . IiIl,I — ❑_ _WIC III O0o BATH 2 SINK " Mz ` �zs SIKIK V) IF,/ 00000 2 o M KIT 4 cv :00<J Q d OHO L I I 0 10' CLG. ( I -00 L_J_t-:J _ — I N W NPROV a 6,_0" 3,- ,_ , ,> 5,- 0 DE ELECTRIC N N Co= I 5 HF' 8 3 6 6 10 0 3 -0 11 -6 I J - >, _ _ A 1. 5 -_ T ISLAND I I S LL.. 04 LO L � a . Q oc) BED2 L I 50806E 10' CLG. I v�, 6'-0" R & S 10'0"X100" o- -- -- wl 00 I O 00 D 3 3 2'- 9 0 o -- 6.-P NTR REFG 01 LAU DRY ARCH,;SPACE .� MAIN l N 00 I 506 OF ------ -- SLAB _�xoo�° N N --- ----- ---------- -- -- — -- —---------------- -k— — d 2X6 WALL 2X6 WALL 4,. l CONC. SLAB REINFORCED WITH 6X6 10/10 W / W M OMP. El OR FIBER M COMP. WH ESH ON 6 MIL VAPOR BARRIER OVER I O 0 CLEAN, COMPACTED, TREATED FILL. I SINK TUB w/c I CURB I _J 22'-2,, 15'-6„ — 10 Ln r+� b ENTRY DOOR I 1 N w ~-4 o Lu0 I— Q 0 12'-8" 2'-4' 0 4" CONC Q z70, SLAB " _ 4. -'-1� W COV. Of 00 ro 4 CONC Looo FRONT PC R C H SLAB N 6X6" P.T. POST ` ❑ (LOCATION) ❑ ARAE 2—CAR GARAGE 0 HB in 6 SILL 16'X7' O.H. GARAGE DOOR 6 SILL M <a w 11'-4" SEE NOTE 4-11" „ 5 -2 2X6 WALL A/C BELOW WH „ 11 -4 11 -4' „ 22 -8 6„ , 4-11„ 5'-2" 4'-11" „ 15 -0 , 52'-4"Ir 7'-4" 14'-8'' O 01 i M 12'-10„ '-0" 3'-8" 15'-0" O 6 52'-4” PROVIDE PROT CTION CURB FOUNDATION PER FBC R P 801.4 FLOOR LAYOUT 22'-2" 2' DRAWN BY rPULL� t° IDOWNI 11u I Of I< ISTAIRSI 1 I L—J ED E-17-010 SCALE 1/4" _ 1'-0" (VNO) w w o a AN D A COPY HE BUILDING BEFORE C.O. .. PER CODE R302.6 W FBC 8302.5 C 8302.7 (IF ACCESSIBLE) PROVIDE PROTECTION ON PER FBC 8302.5.1 WITH MIN. 1-3/8 THICK SOLID CORE OR DOOR, MIN. 1-3/8 THICK SOLID OR HONEY -COMER CORE OR 20` MIN. FIRE- RATED DOOR. INSTALL A SELF-CLOSINGOR DEVICE. 10'- 2" J 1820 SQ 484 SQ 112 S FT Q 282 SQ FT 2698 SQ FT SPACE AtcBATH 2—CAR GAR AGEco co DATE: 06/05/2017 CHANGES 09/02/2017 3 DATE JOB N0. SHEET 10' CLG 23'10"X23;8„ �- 16'X7' O.H. GARAGE DOOR M <a w 11'-4" 11'-4" 4-11" „ 5 -2 2X6 WALL 14'-8" a COo a w o o 10„ ~ „ 11 -4 11 -4' „ 22 -8 6„ , 4-11„ 5'-2" 4'-11" „ 15 -0 , 52'-4"Ir 7'-4" 14'-8'' O 01 01 (~ pa 22'-8„ 15'-0" O 6 52'-4” FOUNDATION LAYOUT FLOOR LAYOUT DRAWN BY JOB# I 11u I Of I< ED E-17-010 SCALE 1/4" _ 1'-0" (VNO) w w o a AN D A COPY HE BUILDING BEFORE C.O. .. PER CODE R302.6 W FBC 8302.5 C 8302.7 (IF ACCESSIBLE) PROVIDE PROTECTION ON PER FBC 8302.5.1 WITH MIN. 1-3/8 THICK SOLID CORE OR DOOR, MIN. 1-3/8 THICK SOLID OR HONEY -COMER CORE OR 20` MIN. FIRE- RATED DOOR. INSTALL A SELF-CLOSINGOR DEVICE. 10'- 2" AREA EVALUATION LIVING AREA 2- AR C GARAGE FRONT PORCH REAR PORCH TOTAL UNDER ROOF VOLUME OF THERMAL 18 ,200 CU FT 1820 SQ 484 SQ 112 S FT Q 282 SQ FT 2698 SQ FT SPACE AtcBATH DATE: 06/05/2017 CHANGES 09/02/2017 3 DATE JOB N0. SHEET �- DATE !o ! SIGNED OF: 3 o i BED. 3 I 0 Q � 0 o m 10' CLG. F O Y R 6' �6° �° D� to CLOON � o�N M m 10'0"X10'6"5'-0" 4'-10" 9'-8" LU LL - U O 40 V)a (2) 3060SH O o O`b BED. 4 TOP ® 8' 0 10' CLG. in 14;0"X10,0„ I r`' 5' 40 0„ 70, 7'- ' 2'-4" 2'' 6" o 12,-2>; 10 O L0 =: o COV. o 0 v) I o N 0 U „cp FRONT PORC 0 I o ►� �j ,- N 10' CLG. I 'n N ,M 15'0"X7'0" i ►� jr.�.� CL PRE-ENGR B - — M — (2) 3060SH TOP 8' w u � V- �+ O C4 Z Z w '6X6 1 WRAPED001 8X8 V w �e J to '� co Z O L 10l «3 Q M <a w 11'-4" 11'-4" 4-11" „ 5 -2 4 -11 14'-8" a COo a w o o 10„ ~ „ 11 -4 11 -4' „ 22 -8 6„ , 4-11„ 5'-2" 4'-11" „ 15 -0 , 52'-4"Ir 7'-4" 14'-8'' 7'-4>, 01 01 (~ pa 22'-8„ 15'-0" O 6 52'-4” FOUNDATION LAYOUT FLOOR LAYOUT DRAWN BY JOB# ED E-17-010 SCALE 1/4" _ 1'-0" (VNO) w n I FOUNDATION f O U I.V D ATI O N ZPLUM B I N G LAYOUT SEE STRUCTURAL' PLANS FOR SEE STRUCTURAL PLANS FOR ALL SLAB INFORMATION AND SIZES NOTES A FOUNDATION SURVEY SHALL BE PERFORM ED OF THE; SURVEY HA SHALL BE ON THE SITE FOR INSPECTOR'S` USE PRIOR TO FRAMING INSPECTON., PARKING BUMPER (IF„REQUIRED) MUST BE INSTALLED 5/8” TYPE 'Y' GYP. BOARD REQUIRED _ON CL HVAC PENETRATING RATED ASSEMBLIES' TOCOMPLY UNDER STAIR PROTECTION TO COMPLY WITH AN D A COPY HE BUILDING BEFORE C.O. .. PER CODE R302.6 W FBC 8302.5 C 8302.7 (IF ACCESSIBLE) PROVIDE PROTECTION ON PER FBC 8302.5.1 WITH MIN. 1-3/8 THICK SOLID CORE OR DOOR, MIN. 1-3/8 THICK SOLID OR HONEY -COMER CORE OR 20` MIN. FIRE- RATED DOOR. INSTALL A SELF-CLOSINGOR DEVICE. GLAZING. IN WET SURFACES PER FBC R302 .1 GLAZING IN WALLS, ENLOSURES OR FENCES'' CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BAT UBS, SHOWERS, AND INDOOR OR OUTDOOR SWIMG POOLS WHERE E THE BOTTOM EXPOSED EDGEF OF THE GLAZING IS LESS' THAN 60 INCHES I MEASURED VERTICALLY ABOVE ANY STANDI G WALKING SURFACE SHALL BE CONSIDER D A HAZARDOUS s LocarfoN: THIS SHALLAP Y �, MULTIPLE GLAZING. AREA EVALUATION LIVING AREA 2- AR C GARAGE FRONT PORCH REAR PORCH TOTAL UNDER ROOF VOLUME OF THERMAL 18 ,200 CU FT 1820 SQ 484 SQ 112 S FT Q 282 SQ FT 2698 SQ FT SPACE FACE COI t COPY -REV. MO � �S 17' O (� DATE: 06/05/2017 CHANGES 09/02/2017 REV. DATE DATE JOB N0. SHEET �- DATE !o ! SIGNED OF: 3 l 4 � W 6' OFF—RIDGE VENT �k 6 12 12 6 w FIBERGLASS FIBERGLASS SHINGLES SHINGLES FIBERGLASS SHINGLES 10'-1 1/8!' PLATE+ 10'-1 1/8" PLATE 10'-1 1/8" PLATE 10'-1 1/8" PLATE + + + + — 4„ TRIM 14, HARDIE VERTICAL SIDING /4" TRIM 6X6 POST T Q (NOT T❑. SCALE) 6X6 OPENING. APPLY A %' NOM. APPLY CONT. SEAL TD THE .MOUNTING. DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEAD) AND (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW) EXTEND. FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 W ABOVE PRE -PUNCHED HOLES OR SLOTS. THE R, I AT HEAD, EMBED JAMB zz 10� 1 OR 16» QQ(°o R-30 INSULATION 4" POST 5 >T� VINYL SOFFITp - - - - - FASTEN IN PLACE, (FLASHING TRIM ■ 4" GOES OVER SEALANT), v� 4" CSECURE TRIM WRB 4> `n V , 3:N TRIM ®oma ■ AT HEAD W/ APPROV. HURRICANEr FIRE BLOCKING INS IN11 6X6 ® ;. ANCHOR AT ENDS OF IF ANY PART OF THE OVERHANG CL ~� W L �+ � LL Emil 11m: I 0 APPROV. BUILDING WRAP POST EACH TRUSS IS WITHIN 5 OF THE PROPERTY V� Ld ^ U FLASHING AT HEAD z o (VAPOR BARRIER) C1J LINE, INSTALL FIRE BLOCKING BETWEEN THE TRUSSES FROM O EXTENDS V BEYOND JAMB FLASHING. oil 5/8" HARDIE W Y J U� Ln 5; 3/8" or VERTICAL SIDING ROOF —1 /2" SHEETROCK 00 DECK, AND FIRE CAULK` Z , z O 24" WIDE 26 GAUGEHEAD - FLASHING F-14~( r-� Y 32 GA, GALVANIZED ROLL VALLEY FLASHING HEADDFLASHIING AGAi ST "Z" FLASHING AT ALL VALLEYS SEALANT (FLAB i GPGOES OR - SEALANT 5 OVER SEALANT), EXTEND 6X6 POST T 6X6 POST - REAR ELEVATIONWRAPED OUT 2„ 8X8 w TRIM FRONT ELEVATION J 12 4 6 TRIP 12 FIBERGLASS SHINGLES 6„ WTRIM 12 T6 77 6' OFF—RIDGE VENT s, 6" a TRIM CL� 6„ 6' OFF -RIDGE VENT 6p WINDOWS ® SIDE WINDOWS 0 FRONT TRIM AND REAR FIBERGLASS WINDOW TRIM SHINGLES 10'-1 1/8" + + N + PLATE 10'-1 1/8", PLATE + + PLATE HARDIE VERTICAL SIDING 4" _ W 4" TRIM " 4„ 4 T ■ 4 TRT >, RIM M _ TRIM TRIM 4 „ 4 6X6 TRIM 4 TRIM 4" POST TRIM TRIM LL HARDIE LAP SIDING HARDIE RTI SIDIN T V CAL S D Z HARDIE ■ HARDIE HA DIE DIE _ rr ^^ VERTICAL SIDING VERTICA SIDING VERTICAL SIDING V, U W J U) a cn LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 0 V Cy) FIBERGLASS SHINGLES 12 .. A ON 15# FELT SEE EG H OVER 7/16 O.S.B. 12 ELEV. w 2 3/4" (SEE NAILING SCHEDULE)SEE FIRE a CAULK 0 - W/ 1/2" CLIPS ELEV. _ Ln 2X FIRE BLOCKING J INSTALL VENTILATION SEE STRUCTURAL FBC R302.11.115 uyyy 0 m N ENGINEER'S DWGS V) BAFFLES BETWEEN TOP PLATE w cuTRUSSES VEN TLESS v 5" WINDOW AND DOOR INSTALLATION METHOD A-1)_SOFFIT Q 0 - WEATHER RESISTIVE BARRIER WRB APPLIED PRIOR TO THE WINDOW INSTALLATION. a FIRE 26 GA. GALVANIZED FLASHING APPLIED OVER THE ACE OF THE MOUNTING FLANGE 2X6 FASCIA PRE—ENGINEERED CAUL K26 GA, GALVANIZED 5 X 5 ANGLE FLASHING �5 JAMB FLASHING METAL DRIP EDGE TRUSSES ©24" 0. C. 2 1/2" METAL DRIP EDGE O SEAL THE WINDOW FRAME TO F Q (NOT T❑. SCALE) (N❑TT❑ SCALE) OPENING. APPLY A %' NOM. APPLY CONT. SEAL TD THE .MOUNTING. DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEAD) AND (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW) EXTEND. FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 W ABOVE PRE -PUNCHED HOLES OR SLOTS. THE R, I AT HEAD, EMBED JAMB zz 10� 1 OR 16» QQ(°o R-30 INSULATION FLASHING INTO SEALANT AND 5 >T� VINYL SOFFITp - - - - - FASTEN IN PLACE, (FLASHING - ■ [SEE ROOF LAYOUT]„zuz GOES OVER SEALANT), v� III CSECURE oil WRB 4> `n V , 3:N ®oma ■ AT HEAD W/ APPROV. HURRICANEr FIRE BLOCKING INS IN11 HARDIE LAP SIDING OR HARDIE VERTICAL SIDING ® ;. ANCHOR AT ENDS OF IF ANY PART OF THE OVERHANG CL ~� W L �+ � LL Emil 11m: I 0 APPROV. BUILDING WRAP �. EACH TRUSS IS WITHIN 5 OF THE PROPERTY V� Ld ^ U FLASHING AT HEAD z o (VAPOR BARRIER) C1J LINE, INSTALL FIRE BLOCKING BETWEEN THE TRUSSES FROM O EXTENDS V BEYOND JAMB FLASHING. oil 5/8" III W Y J U� Ln 5; 3/8" or ROOF —1 /2" SHEETROCK 00 DECK, AND FIRE CAULK` Z , z O 24" WIDE 26 GAUGEHEAD - FLASHING F-14~( r-� Y 32 GA, GALVANIZED ROLL VALLEY FLASHING HEADDFLASHIING AGAi ST "Z" FLASHING AT ALL VALLEYS SEALANT (FLAB i GPGOES OR - SEALANT 5 OVER SEALANT), EXTEND HEAD FLASHING BEYOND VALLEY FLASHING EACH JAMB FLASHING. .FASTEN IN PLACE. 4 - 5 • c? -s FLASHING R ❑ [126 (�5 JAMB FLASHING q TSHING Z ®® —HARDIE ®-SIDING7 6X6 POST - REAR ELEVATIONWRAPED OUT 2„ 8X8 w TRIM FRONT ELEVATION J 12 4 6 TRIP 12 FIBERGLASS SHINGLES 6„ WTRIM 12 T6 77 6' OFF—RIDGE VENT s, 6" a TRIM CL� 6„ 6' OFF -RIDGE VENT 6p WINDOWS ® SIDE WINDOWS 0 FRONT TRIM AND REAR FIBERGLASS WINDOW TRIM SHINGLES 10'-1 1/8" + + N + PLATE 10'-1 1/8", PLATE + + PLATE HARDIE VERTICAL SIDING 4" _ W 4" TRIM " 4„ 4 T ■ 4 TRT >, RIM M _ TRIM TRIM 4 „ 4 6X6 TRIM 4 TRIM 4" POST TRIM TRIM LL HARDIE LAP SIDING HARDIE RTI SIDIN T V CAL S D Z HARDIE ■ HARDIE HA DIE DIE _ rr ^^ VERTICAL SIDING VERTICA SIDING VERTICAL SIDING V, U W J U) a cn LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 0 V Cy) FIBERGLASS SHINGLES 12 .. A ON 15# FELT SEE EG H OVER 7/16 O.S.B. 12 ELEV. w 2 3/4" (SEE NAILING SCHEDULE)SEE FIRE a CAULK 0 - W/ 1/2" CLIPS ELEV. _ Ln 2X FIRE BLOCKING J INSTALL VENTILATION SEE STRUCTURAL FBC R302.11.115 uyyy 0 m N ENGINEER'S DWGS V) BAFFLES BETWEEN TOP PLATE w cuTRUSSES VEN TLESS v 5" WINDOW AND DOOR INSTALLATION METHOD A-1)_SOFFIT Q 0 - WEATHER RESISTIVE BARRIER WRB APPLIED PRIOR TO THE WINDOW INSTALLATION. a FIRE 26 GA. GALVANIZED FLASHING APPLIED OVER THE ACE OF THE MOUNTING FLANGE 2X6 FASCIA PRE—ENGINEERED CAUL K26 GA, GALVANIZED 5 X 5 ANGLE FLASHING �5 JAMB FLASHING METAL DRIP EDGE TRUSSES ©24" 0. C. 2 1/2" METAL DRIP EDGE O SEAL THE WINDOW FRAME TO F Q (NOT T❑. SCALE) (N❑TT❑ SCALE) OPENING. APPLY A %' NOM. APPLY CONT. SEAL TD THE .MOUNTING. DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEAD) AND (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW) EXTEND. FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 W ABOVE PRE -PUNCHED HOLES OR SLOTS. THE R, I AT HEAD, EMBED JAMB zz 10� 1 OR 16» QQ(°o R-30 INSULATION FLASHING INTO SEALANT AND 5 >T� 6X6 POST - REAR ELEVATIONWRAPED OUT 2„ 8X8 w TRIM FRONT ELEVATION J 12 4 6 TRIP 12 FIBERGLASS SHINGLES 6„ WTRIM 12 T6 77 6' OFF—RIDGE VENT s, 6" a TRIM CL� 6„ 6' OFF -RIDGE VENT 6p WINDOWS ® SIDE WINDOWS 0 FRONT TRIM AND REAR FIBERGLASS WINDOW TRIM SHINGLES 10'-1 1/8" + + N + PLATE 10'-1 1/8", PLATE + + PLATE HARDIE VERTICAL SIDING 4" _ W 4" TRIM " 4„ 4 T ■ 4 TRT >, RIM M _ TRIM TRIM 4 „ 4 6X6 TRIM 4 TRIM 4" POST TRIM TRIM LL HARDIE LAP SIDING HARDIE RTI SIDIN T V CAL S D Z HARDIE ■ HARDIE HA DIE DIE _ rr ^^ VERTICAL SIDING VERTICA SIDING VERTICAL SIDING V, U W J U) a cn LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 0 V Cy) FIBERGLASS SHINGLES 12 .. A ON 15# FELT SEE EG H OVER 7/16 O.S.B. 12 ELEV. w 2 3/4" (SEE NAILING SCHEDULE)SEE FIRE a CAULK 0 - W/ 1/2" CLIPS ELEV. _ Ln 2X FIRE BLOCKING J INSTALL VENTILATION SEE STRUCTURAL FBC R302.11.115 uyyy 0 m N ENGINEER'S DWGS V) BAFFLES BETWEEN TOP PLATE w cuTRUSSES VEN TLESS v 5" WINDOW AND DOOR INSTALLATION METHOD A-1)_SOFFIT Q 0 - WEATHER RESISTIVE BARRIER WRB APPLIED PRIOR TO THE WINDOW INSTALLATION. a FIRE 26 GA. GALVANIZED FLASHING APPLIED OVER THE ACE OF THE MOUNTING FLANGE 2X6 FASCIA PRE—ENGINEERED CAUL K26 GA, GALVANIZED 5 X 5 ANGLE FLASHING �5 JAMB FLASHING METAL DRIP EDGE TRUSSES ©24" 0. C. 2 1/2" METAL DRIP EDGE O SEAL THE WINDOW FRAME TO F (NOT T❑. SCALE) (N❑TT❑ SCALE) OPENING. APPLY A %' NOM. APPLY CONT. SEAL TD THE .MOUNTING. DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEAD) AND (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW) EXTEND. FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 W ABOVE PRE -PUNCHED HOLES OR SLOTS. THE R, I AT HEAD, EMBED JAMB 1 OR 16» R-30 INSULATION FLASHING INTO SEALANT AND VINYL SOFFITp - - - - - FASTEN IN PLACE, (FLASHING - [SEE ROOF LAYOUT]„zuz GOES OVER SEALANT), v� CSECURE WRB 4> `n V , 3:N AT HEAD W/ APPROV. HURRICANEr FIRE BLOCKING Y N HARDIE LAP SIDING OR HARDIE VERTICAL SIDING ;. ANCHOR AT ENDS OF IF ANY PART OF THE OVERHANG CL ~� W L �+ � LL 0 APPROV. BUILDING WRAP EACH TRUSS IS WITHIN 5 OF THE PROPERTY V� Ld ^ U FLASHING AT HEAD z o (VAPOR BARRIER) C1J LINE, INSTALL FIRE BLOCKING BETWEEN THE TRUSSES FROM O EXTENDS V BEYOND JAMB FLASHING. 5/8" W Y J U� Ln 5; 3/8" or ROOF —1 /2" SHEETROCK 00 DECK, AND FIRE CAULK` Z , z O 24" WIDE 26 GAUGEHEAD - FLASHING F-14~( r-� Y 32 GA, GALVANIZED ROLL VALLEY FLASHING HEADDFLASHIING AGAi ST "Z" FLASHING AT ALL VALLEYS SEALANT (FLAB i GPGOES OR - SEALANT 5 OVER SEALANT), EXTEND HEAD FLASHING BEYOND VALLEY FLASHING EACH JAMB FLASHING. .FASTEN IN PLACE. 4 5 CA FLASHING R ❑ [126 (�5 JAMB FLASHING q TSHING Z GA GALVANIZED TOOVERLAP SILL LASHING. - �— "Z" FLASHING JAMB FLASHINGEXTEND B !¢' 2X6 STUDS FLASHING DETAILS ABOVE ROUGH (WHERE EXTERIOR BUILDING OPENING AT HEAD, SECTI❑N A SEE STRUCTURAL PANELS J❑IN H❑RIZ❑NTALY) JAMB FLASHING SEALANT ` ) THROUGH WINDOW JAMB OFFDWRBAT THE BASE PER BUILDER HEAD. SEE DIAGRAM, 2X P.T. SOLE PLATE B a:a, SILL FLASHING 3 SEALANT BEAD r Q BEHIND MOUNTING (ADD SHOE MOLD IN 26 GA, GALVANIZED u SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE FLANGE. W/ ANCHOR BOLTS $ PLUMB. AND LEVEL CONDITION. USE CORROSION 12 _ . AREAS W FASTEN WINDOWS PER / TILE OR VINYL „ ) SEE U WINDOW MANUFACTURER SPECIFICATIONS ANS SILL SEALANT „ DRAWN BY .JOB# FIBERGLASS SHINGLES ELEV, (WHERE CHIMNEYS AND s ED E-17-010 ON 15# FELT (SEE STRUCTURAL SECT.) WALLS MEET ROOF) ' �. 1 WEATHER; RESISTANT OVER 7/16" ❑,S,B. SCALE AT A 45 ""` BARRIER (WRB) DEGREE APPROVED FLASHINGL / " = 1'-0" (UNO) W/ 1/2" CLIPS BARRIER ONAI GONAL, CAREFULLY L1 4 RAISE THE WRB- FLASHING .TOP EDGE OF THE BARRIER UP AND TAPE THE /'+ p TOP CORNERS AND CENTER TO THE EXTERIOR A ANT AD .BETWEEN '((�� SEE STRUCTURAL DATE: 06/05/2017 WRB SURFACE ABOVE. FLASHING BAND MOUNTING 2X6 FASCIA qq INTERIOR V FLANGE RADE SECTIONS FOR CON(. CHANGES 09/02/2017 A 26 GA, GALVANIZED I ❑ VI : -w G " TOP LEFT 'CORNER. OF WINDOW O O � REV. DATE 2 1/2 METAL DRIP EDGE SLAB AND ..FOOTERS >: REV. SATE OFFICE COPY VINYL S❑FFIT NOTE: ALL FLASHING WILL BE SELF ADHERING AND. ROLLED SMOOTH & FLAT WITH A J -ROLLER, ,JOB No. TYPICAL 1 -STORY WALL SECTION -SHEET (LAP SIDING) AB REVISE) SCALE. N.T.S. 2 OF: 3 1 OR 16» R-30 INSULATION VINYL SOFFITp 1/2" CEILING BOARD Z LO [SEE ROOF LAYOUT]„zuz or 5/8 SHEETROCK v� DOUBLE 2x TOP PLATE 4> `n V , 3:N W/ APPROV. HURRICANEr FIRE BLOCKING Y N HARDIE LAP SIDING OR HARDIE VERTICAL SIDING ;. ANCHOR AT ENDS OF IF ANY PART OF THE OVERHANG CL ~� W L �+ � LL 0 APPROV. BUILDING WRAP EACH TRUSS IS WITHIN 5 OF THE PROPERTY V� Ld ^ U z o (VAPOR BARRIER) LINE, INSTALL FIRE BLOCKING BETWEEN THE TRUSSES FROM 4 H z L ” p B 7/16 S R-13 INSULATION THE TOP PLATE TO BOTTOM OF W Y J U� Ln 5; ROOF —1 /2" SHEETROCK 00 DECK, AND FIRE CAULK` Z , z O - F-14~( r-� Y 2X4 STUDS OR LASHING. - �— "Z" FLASHING JAMB FLASHINGEXTEND B !¢' 2X6 STUDS FLASHING DETAILS ABOVE ROUGH (WHERE EXTERIOR BUILDING OPENING AT HEAD, SECTI❑N A SEE STRUCTURAL PANELS J❑IN H❑RIZ❑NTALY) JAMB FLASHING SEALANT ` ) THROUGH WINDOW JAMB OFFDWRBAT THE BASE PER BUILDER HEAD. SEE DIAGRAM, 2X P.T. SOLE PLATE B a:a, SILL FLASHING 3 SEALANT BEAD r Q BEHIND MOUNTING (ADD SHOE MOLD IN 26 GA, GALVANIZED u SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE FLANGE. W/ ANCHOR BOLTS $ PLUMB. AND LEVEL CONDITION. USE CORROSION 12 _ . AREAS W FASTEN WINDOWS PER / TILE OR VINYL „ ) SEE U WINDOW MANUFACTURER SPECIFICATIONS ANS SILL SEALANT „ DRAWN BY .JOB# FIBERGLASS SHINGLES ELEV, (WHERE CHIMNEYS AND s ED E-17-010 ON 15# FELT (SEE STRUCTURAL SECT.) WALLS MEET ROOF) ' �. 1 WEATHER; RESISTANT OVER 7/16" ❑,S,B. SCALE AT A 45 ""` BARRIER (WRB) DEGREE APPROVED FLASHINGL / " = 1'-0" (UNO) W/ 1/2" CLIPS BARRIER ONAI GONAL, CAREFULLY L1 4 RAISE THE WRB- FLASHING .TOP EDGE OF THE BARRIER UP AND TAPE THE /'+ p TOP CORNERS AND CENTER TO THE EXTERIOR A ANT AD .BETWEEN '((�� SEE STRUCTURAL DATE: 06/05/2017 WRB SURFACE ABOVE. FLASHING BAND MOUNTING 2X6 FASCIA qq INTERIOR V FLANGE RADE SECTIONS FOR CON(. CHANGES 09/02/2017 A 26 GA, GALVANIZED I ❑ VI : -w G " TOP LEFT 'CORNER. OF WINDOW O O � REV. DATE 2 1/2 METAL DRIP EDGE SLAB AND ..FOOTERS >: REV. SATE OFFICE COPY VINYL S❑FFIT NOTE: ALL FLASHING WILL BE SELF ADHERING AND. ROLLED SMOOTH & FLAT WITH A J -ROLLER, ,JOB No. TYPICAL 1 -STORY WALL SECTION -SHEET (LAP SIDING) AB REVISE) SCALE. N.T.S. 2 OF: 3 OVERHANG AT EAVES 16" OVERHANG AT GABLE 12" ROOF SLOPE 6/12 =4 REPRESENTS ROOF SLOPE DOWN ATTIC VENTILATION WITHOUT COVERED REAR PORCH VENTED SOFFIT VENTILATED ATTIC AREA = 224 LINEAL FEET 224 LF X 6.55/LF= 1467 IN NET FREE AREA OFF -RIDGE VENTS VENTILATED ATTIC AREA = 2704 SQFT 1/300 X 2704 SQ FT = 9.01 SQFT 9.01 X 144 = 1297 SQ IN TOTAL NET FREE VENT AREA 1297 X 50% 649 IN NET FREE (3) 6' OFF -RIDGE VENT REQUIRED (ORV) OFF RIDGE VENTS: SOFFIT VENTS: (1) 4' ORV = 144 IN. NET FREE 12" 4.18/PER L.F. NET FREE (1) 6' ORV = 216 IN. NET FREE 16" 6.55/PER L.F.. NET FREE NOTE NO SOFFIT VENTS IN SOFFITS THAT PROJECT WITHIN 5' OF PROPERTY LINE. AFT CI LOCA I ON S ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 AND 20 -AMPERE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES; DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILARROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC -FAULT CIRCUIT INTERUPTER INSTALLED TO PROVIDE PROTECTION- OF BRANCH CIRCUIT. GFCI LOCATIONS GFCI INSTALL GROUND -FAULT CIRCUIT INTERUPTS WHERE SHOWN OR PER NEC CODE. HIGH -EFFICIENCY LAMPS A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS AF' H I h �- wr W 26 O H � 1..1� Cy R AF / Q 3 WIRE/BRACE FOR JOB# ED "E-17-010 T CEILING FAN W/ ti AFI \ LIGHT SCALE U — DATE: 06/05/2017 W LL ECOPY AFI a fi. � REV. DATE � U) Q JOB NO. U) COV. i O L PORCH I BED. 4 Lo AFI a) IY O Li ELECTRICAL LAYOUT o Q © m Ld m a O i z oLo I f O � � U~ �N -+ YM A U z IO Z-' --�Uw H � Cy DRAWN BY JOB# ED "E-17-010 SCALE 1/4" = 1'-0" (UNO) DATE: 06/05/2017 ECOPY CHANGES 09/02/2017 REV. DATE REV. DATE JOB NO. SHEET REVISED3 O 17 OF: 3 DESIGN CRITERIA AND LOADS Building Code ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE Florida Building and Residential Codes, 5 rr, Edition (2014) Code for Design Loads STUCCO AND DIRECTLY[FIELD. ANSI/ASCE 7-10 12" O.C. IN THE 1 OF LOADING ........ ............ ROOF C = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD 101 - 200 ftz ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE., ..................... 10 PSF J U) Q (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING....,..... :. ...... .............. Cd_ .1.60 ASCE 7-10, 3S GUST ............:. .................130 MPH BASIC WIND SPEED (NOTE 8) EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ENCLOSED RE COEFF....................... INTERNAL PRESSURE ..0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING ................................. ....::...Cd = 1.00 TOP CHORD LIVE LOAD:....... 40 PSF TOP CHORD DEAD LOAD..... 10 PSF BOTTOM CHORD LIVE LOAD..:.. ,....... .....0 PSF 60TTOM CHORD DEAD LOAD........................5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... C, = 1.00 TOP CHORD LIVE LOAD .................................. 60 PSF TOP CHORD DEAD LOAD ................... ........ .10 PSF BOTTOM CHORD LIVE LOAD ................. ......0 PSF , BOTTOM CHORD DEAD LOAD ................... 5 PSF MAXIMUM FLOOR TRUSS SPACING. ...,.....:i6" O.C. DEFLECTION CRITERIA IS, 12" O.C. IN THE ROOF TRUSSES ................:... ........: . ....... LL/240 EACH END TL/180 MIN %6' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TOSUPPORTS TL MAX 1" UP TO PORCH CEILING BOARD SHEATHING: 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS ......... LL / 360 MIN %6' OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ TL/240 (26) 0.162" x 2 %" IN T'_ MAX %4" WOOD I JOISTS ....... ...........::. .... ......... LL/480 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES). TL/240 RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS TL MAX %" TABLE 2: SOD STRUCTURAL PANEL SHEATHING REQ IREMENTS NOTES: F 1 " v RING RING TING USE 10d RIN � SHANK NAILS IN LIEU OF 8d R THAN CATEGORY 32(16 SPAN RA THICKNESS GREATER CA EGO SHEATHING THTC / , 1. FORS 3z ( ) SHANK NAILS. (0.148" x 3" LONG); 2. COMMON NAILS IN WALL SHEATHING MAY 3E SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AN SUPPLEMENTS OF CURRENT APPROVED APA.MANF.`SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. PA 5 RECMMENDATION PER A TECHNICAL 6. 1 /32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA O BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD., SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE Y/s" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY ER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7, %2" " PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW;'%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD SHEATHING EXCEEDING THE STRUCTURAL INSTALLATION DRAWINGS S E INS WINGS REQUIRE SPECIFIC ROOF H ROOF MANUFACTURER'S MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. EXT STUD SPACING IN O.C. LE 3. MAXIMUM EXTERIOR WALL TAB NOTES 1, 2,3 STUCCO FINISH -0360 FLEXIBLE FINISH -L/120 BEARING CONDITION WALL HEIGHT WALL HEIGHT &STUD TYPE NOTES. 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD 16 16 12 - -- 16 16 16* 12 -- FBC 1605.3.1.1. J I� 2x4 N0.2 SPF 16 16 16* -- -- 16 16 16 16 12 z TABLE 7. METAL CONNECTOR SCHEDULE `SHEET INDEX ST -1 .. ...... ......... STRUCTURAL SPECIFICATIONS USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE MI�32/16 AN RATEDOSB OR PLYWOOD INSTALLED VERTICALLY OR (Y/6' 24/16 O O STUCCO AND DIRECTLY[FIELD. INSTAL Y W/ 8d COMMON: 6" O.C. AT PANEL EDGES LED HORIZONTALLY) 12" O.C. IN THE Z _ ADHERED STONE 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. (8) %a" x 1 %z" SDS SCREWS w x w (NOTE 6) -20.56 - 101 - 200 ftz w= 3" 1,2,3 IN STUD %" 0 x 4 %" J U) Q WOOD SCREWS IN STUD MIN/is 24/16 SPAN RATED OSB -0R PLYWOOD INSTALLED VERTICAL L DR HORIZONTAL UJ J ALL OTHER VENEER W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); DTB-TZ (NOTE 8) 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) CS20 EACH END OF GREATER THAN 75" UP TO 111" SCREW ANCHOR YON TILE ROOF MIN'/ 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 32 STRAP w '? r (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND p (18) 0.1.62" x 212" IN 8" O.C. IN THE FIELD 3. u `Q O w O SHINGLE AND METAL ROOF MIN " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG �s NAILS: O.C. AT G DIMENSION PANEL EDGES 12" � co ? (NOTE 9) IN SHANK 6" PERPENDICULAR TO SUPPORTS W/ 8d RING , 6. (7) 1 O x 1 %" O.C. IN THE FIELD. 5$" 0 x 6" EMBED ANCHOR FLOOR DECK SHEATHING: 2332' T&G OSB OR PLYWOOD W/ 1 Od COMMON: 6" O.0 AT PANEL EDGE IS, 12" O.C. IN THE (NOTE 5) FIELD. EACH END 7. MIN %6' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TOSUPPORTS W1 8d PORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES; 12" O.C. IN THE FIELD. - TABLE. 9. PLA ORIENTED HEADER REQUIREMENTS „ SW DESIGNATED SHEAR WALLS. MIN %6' OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ 8d COMMON: 3" (26) 0.162" x 2 %" IN O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), (NOTE 8) 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES). NOTES: F 1 " v RING RING TING USE 10d RIN � SHANK NAILS IN LIEU OF 8d R THAN CATEGORY 32(16 SPAN RA THICKNESS GREATER CA EGO SHEATHING THTC / , 1. FORS 3z ( ) SHANK NAILS. (0.148" x 3" LONG); 2. COMMON NAILS IN WALL SHEATHING MAY 3E SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AN SUPPLEMENTS OF CURRENT APPROVED APA.MANF.`SPECIFICATIONS. 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. PA 5 RECMMENDATION PER A TECHNICAL 6. 1 /32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA O BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD., SHOULD BUILDER SPECIFICATIONS ALLOW, MIN STRUCTURAL REQUIREMENTS ARE Y/s" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY ER FLEXIBLE VENEER WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 7, %2" " PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY AND INSTALLATION REQUIREMENTS ALLOW;'%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH. 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD SHEATHING EXCEEDING THE STRUCTURAL INSTALLATION DRAWINGS S E INS WINGS REQUIRE SPECIFIC ROOF H ROOF MANUFACTURER'S MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. EXT STUD SPACING IN O.C. LE 3. MAXIMUM EXTERIOR WALL TAB NOTES 1, 2,3 STUCCO FINISH -0360 FLEXIBLE FINISH -L/120 BEARING CONDITION WALL HEIGHT WALL HEIGHT &STUD TYPE NOTES. 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER 2x4 SPF STUD 16 16 12 - -- 16 16 16* 12 -- FBC 1605.3.1.1. J I� 2x4 N0.2 SPF 16 16 16* -- -- 16 16 16 16 12 z TABLE 7. METAL CONNECTOR SCHEDULE `SHEET INDEX ST -1 .. ...... ......... STRUCTURAL SPECIFICATIONS USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP USF FASTENERS I'- (8) %a" x 1 %z" SDS SCREWS +16.31 -17.86 (8) %" x 1%" WS15-GC -20.56 - 101 - 200 ftz +15.50 -17.05+15.50 3" 1,2,3 IN STUD %" 0 x 4 %" 2 3 WOOD SCREWS IN STUD GARAGE DOOR PRESSURE (9) 10d COMMON 16d SINKER (9) 10d COMMON DTT2 EMBED EPDXY OR DTB-TZ Y" 0 x 4%z" EMBED EPDXY CS18 EACH END OF CS20 EACH END OF GREATER THAN 75" UP TO 111" SCREW ANCHOR PROVIDE OR SCREW ANCHOR WALL SEGMENT IS IDENTIFIED AS SWI, SW2 SW3, SW4, OR SWB ON THE PLAN. THING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. ALL SW SHEAR WALL SHEATHING Q STRAP � %' STRAP (18) 0.162" x 2 %" IN (18) 0.1.62" x 212" IN CONVENTION OF THE LAYOUT SHOWN HERE. 3. D ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE HEARWALL REQUIRE STUD GROUP AND HOLD DOWNS SW SHEAR WALLS INDICATE ,M1 H G S Q O OW S ONLY AT - FASTEN TRUSS DIRE LY TO HEADER w/MTS OR HTS w/ (14) 10d x 1-1/2 (OR EQUAL APPROVED BY EOR). " 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAM/TRUSSO 3. 7 1 O x 1 %" 6. (7) 1 O x 1 %" HTT4 5$" 0 x 6" EMBED ANCHOR HTT45 %" 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END 7. IN CONCRETE f OF 2,000 ps. IN AND COHESIVE SOILS. O IN CONCRETE SWB - SEE SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. - TABLE. 9. PLA ORIENTED HEADER REQUIREMENTS ll:J z TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING T HE DESIGN OF THE UPLIFT (26) 0.162" x 2 %" IN 5TH 2014 TABLE SHALL BE ACCORDANCE WITH FRC 5 ( ) (26) 0.162" x 2 %" IN 5. rr 2ND LEVEL SW SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING. RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS 1,2 ,3 H TT5 ' STUD/BEAM/TRU SS 123 HTT45' STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON - M TA24 S 9 10d COMMON ( ) CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALLSECTION SHEET. _ FABRICATED TO ACHIEVE THE FLOOR. PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE 53" 0 x 6" EMBED ANCHOR THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO: %" 0x6" EMBED ANCHOR, � ,r 1 r, r, TO BOTTOM OF HEADER WITH 2 ROWS 0.131 0 X 1/ EMBED INTO HEADER 8 O.C.STAGGERED. O EACH END Derek B. Murray, P.E. EACH END 6. IN CONCRETE IN CONCRETE M LTAL CONN E�CTO R ENGINEERING P.E. No. 71457 5 (20) %a" x 3" SDS SCREWS N AN INSTALLATION. SEE DESIGN CRITERIA, ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION D (24) 3" WS 1N STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP Z„ M6TA36 (13) 10d COMMON MSTA36 (13) 1Od COMMON „ Z 0 x 12'' EMBED ANCHOR a 0x:12" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE - (38) 16d SINKERS INTO (38) 16d SINKERS INTO (11) 1 O x 1%" IN ' (11) 10d x 1%" IN STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER WET EMBED IN WET EMBED IN (11) 10d x %"1N (11) 1 O x 1%" IN CONCRETE CONCRETE STUD STUD 10 10d x 1 NA ILS IN Y Y2" 2 10 16d COMMON NAILS ( ) 5 8d x 1 IN / 2 / 5 8d x1 IN / 2 LTT20B2 STUD LTS192IN STUD H2.5T/ TRUSS RT7/ TRUSS %" 0 x6" EMBED EPDXY %" 0 x6" EMBED EPDXY HA8 5 8d x 1%" IN TOP RT7AT 5 8d x 1 %" IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE 12 5 10d x12" IN 1 5 10d x12n IN (12) 16d COMMON NAILS 1 (12) 16d COMMON NAILS TRUSS TRUSS ABU44 V 0 x 7 EMBED EPDXY PAU44 53 O x 7 EMBED EPDXY H8 (5) 10d x 1 Y IN RT8A (5) 1.0d x 1 % IN TOP PLATE TOP PLATE NAILS 12 16d COMMON1 ( 12 16d COMMON NAILS 1 n 9 10d x IN 8 8d x1 " IN Y AB U 66 %" 0 x 7" EMBED EPDXY 1 PAU66 V 0 x 7" EMBED EPDXY TSP STUD LFTA6 STUD (12n EMBED AT GARAGE n (12 EMBED AT GARAGE n (6) 10d x 1 % IN 1 rr. (8) 8d x 1 IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (6) 10d COMMON (6) 1 O x 1)/2" IN HUC48, HEADER HD481F, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (8) 10d COMMON (8) 1 O x 1 %2" HUC28-2 HD2821F IN STUD/HEADER STUD/HEADER HU410, (18) 16d COMMON IN HD410, (18) 16d COMMONJIN (26) 16d SINKER IN (28) 16d SINKER IN HUC410, HEADER HD4101F, HEADER WALL FRAMING WALL FRAMING (10) 10d COMMON IN HD210-2, (10) 10d COMMON LGT3 rr 1r (12) SDS /a x 2'z L T UG 31r,HU210-2, (12) WS25 /a x 2 2 HUC210-2 BEAM HD2 0-21F BEAM IN TRUSS IN TRUSS (4) %' x 1 %" SDS SCREWS (4) X" x 1%" WS 15 SCREWS IN TRUSS/RAFTER IN TRUSS/ HGA10KT (4) Y x 3 SDS SCREWS IN HGA10 4 1 O /a„ x 3 WS3 SCREWS IN SDWC14500, SDWC15600 NO USP EQUIVALENT TOP PLATE TOP PLATE DIA. &EMBED SPECIFIED WEDGE DIA. &EMBED SPECIFIED TITEN HD ON PLAN BOLT+ ON PLAN ST -2 ................... FOUNDATION PLAN ST -3 ..' ..................1 EiT LEVEL STRUCTURAL C URAL FRAMING PLAN ST -3A...- ...............1 T LE,/EL ROOF FRA - MING. PLAN ST 4 .................... 2ND LEVEL STRUCTURAL FRAMING PLAN IF APPLICABLE ST -4A_* ................. LEVEL ROOF FRAMING PLAN IF APPLICABLEST-5 ... ::ICAL WALL SECTION SHEET . TIONS AND DETAILS T-7 ..................S TIONS AND DETAILS TILS IF APPLICABLE_ O LEGEND O OR R" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL O A TERNATIVE FOR THE APPLICATION SHOWN N to Uh0 U LE SS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD 00 EW E `CH WAY d' OSB O, ENTED STRAND BOARD O O WSP; VJ O ODSTRUCTURAL PANEL SYP vOIJTHERN YELLOW PINE SPF RUCE-PINE-FUR tet' N CONT N N N TI UOUS N O.C. CENTER - M LSL 1 . 5E TIM BERSTRANDL SL ENGINEERED LUMBER 1 3/4" WIDE, D ONO. ' J CD (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LL LVL 2 E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2 PAR M P LU RALLA SL ENGINEERED LUMBER, 3 1/2" WIDE, ONO.: J . c: SYS 42 PROPERLY RATED OPEN WEB HEADER J . Z *-E r IR cRIOR ROOF LOAD BEARING RING WALL SPECIFICATIONS , O O C TLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS Y - U IN ERIOR BEARING WALL WITH NO UPLIFT NO UPLIFT ANCHORS REQUIRED.. MINIMUM Q B OM PLATE ANCHORAGE IS %"ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW' SP CIFICATIONS - ) N O STU T � W Iq C URA WOOD BEAM W H FO DATION KEYNOTE CALLOUT A STU COLUMN KEYNOTE CALLOUT � O - NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. U NUMBER OF STUDS BELOWBEAM/GIRDER TR T D S O USS STUDS S Q TO MATCH WALL FRAMING SIZE AND RADE UNO. S G � ADOTiONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN Z I O I - BOTTOM OF STUD COLUMN CONNECTION I-- • 1ST, LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN (A • 2ND' EVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL Ln COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. I' w p Z 2 0 "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN d Qcj m p o z Q z NUI1�tBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE r v o - W'Y I- p u w L Q n,. z ,.,w a. h Z 2 U U D J- (2)2x4 N0.2 SPF 16 16 16 16 16 16 16 16 16 16 NOTES: ! , to N 0 0 _ 1- Z N 0 m a z W J _ J TABLE 1. COMPONENT AND _ Z ❑ TA O R HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 INCHES. OPTIONAL SIMPSON / x12..TITEN HD OR USP WEDGE � LW' o z J m 1. EPDXY ANCHOR EMBED FOR 2 HEADER STRAPPING KEYNOTE CALLOUT ¢ �. O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 W L N ALL CASES EXCEPT GARAGE RET' w _ m 0 BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEM AL I O m m � p 0 n ' r w W w - D R F TRAPS CONNECTING HEADER TO ACK STUD w m CLADDING DESIGN PRESSURES NUMBER O Sw m C PF 16 16 16 16 16 16 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.. 117- 7k�<�. � Z p a W � w w J p � - o � 2x6 NO.2 S 16 _,: m� Hof- >wz 0 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAYBE SUBSTITUTED WITH ; , (� ❑ a . Z - w � _- _- __ TYPE.OF STRAP CONNECTING HEADER TO JACK STUD p � w � J m ❑ Z n R 2x4 SPF STUD 16 12 -- - -- 16 12 EQUAL OR BE17ER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 ,MSTA24 U) z 11. ❑ a } w _ N w - W w WINDOWS AND DOORS - T EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1'. ;> TT2Z W ¢¢ 0 w l W W m 0 N m o -- -- 16 16 12 12 - -- 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTAC '�..KING/JACK GROUP BOTTOM CONNECTION w m ❑ I I w Z ZONE DESIGNATION 2x4 N0.2 SPF 16 16 16 EFFECTIVE rr Z Z � NAILS LONG WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BEUSED FOR ABU POST ❑ ¢ � 5 POSITIVE PLACEMENT GUN AIS 2 Y D ROUP HOLDDOWN E U RE a WIND AREA IZ -Interior Zone (psf) 1 EZ -End Zone (psf) 2 2 STUDS (0 w o � tr -24.42 21 - 50 ft2 2 ANCHOR I'- TO MATCH WALL FRAMING SIZE AND RADE UNO. S G � ADOTiONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN Z I O I - BOTTOM OF STUD COLUMN CONNECTION I-- • 1ST, LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN (A • 2ND' EVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL Ln COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. I' w p Z 2 0 "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN d Qcj m p o z Q z NUI1�tBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE r v o - W'Y I- p u w L Q n,. z ,.,w a. h Z 2 U U D J- (2)2x4 N0.2 SPF 16 16 16 16 16 16 16 16 16 16 NOTES: ! , to N 0 0 _ 1- Z N 0 m a z W J _ J TABLE 1. COMPONENT AND _ Z ❑ TA O R HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 INCHES. OPTIONAL SIMPSON / x12..TITEN HD OR USP WEDGE � LW' o z J m 1. EPDXY ANCHOR EMBED FOR 2 HEADER STRAPPING KEYNOTE CALLOUT ¢ �. O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 W L N ALL CASES EXCEPT GARAGE RET' w _ m 0 BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEM AL I O m m � p 0 n ' r w W w - D R F TRAPS CONNECTING HEADER TO ACK STUD w m CLADDING DESIGN PRESSURES NUMBER O Sw m C PF 16 16 16 16 16 16 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.. 117- 7k�<�. � Z p a W � w w J p � - o � 2x6 NO.2 S 16 _,: m� Hof- >wz 0 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAYBE SUBSTITUTED WITH ; , (� ❑ a . Z - w � _- _- __ TYPE.OF STRAP CONNECTING HEADER TO JACK STUD p � w � J m ❑ Z n R 2x4 SPF STUD 16 12 -- - -- 16 12 EQUAL OR BE17ER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 ,MSTA24 U) z 11. ❑ a } w _ N w - W w WINDOWS AND DOORS - T EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1'. ;> TT2Z W ¢¢ 0 w l W W m 0 N m o -- -- 16 16 12 12 - -- 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTAC '�..KING/JACK GROUP BOTTOM CONNECTION w m ❑ I I w Z ZONE DESIGNATION 2x4 N0.2 SPF 16 16 16 EFFECTIVE rr Z Z � NAILS LONG WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BEUSED FOR ABU POST ❑ ¢ � 5 POSITIVE PLACEMENT GUN AIS 2 Y D ROUP HOLDDOWN E U RE a WIND AREA IZ -Interior Zone (psf) 1 EZ -End Zone (psf) 0 - 20 ftz +18.24 -19.79 +18.24 -24.42 21 - 50 ft2 +17.36 -18.91 +17.36 -22.67 51 - 100 ft3 +16.31 -17.86 +16.31 -20.56 - 101 - 200 ftz +15.50 -17.05+15.50 3" -18.94 VINYL SOFFIT MAX PRESSURE (psf) F17.4 -23.2 GARAGE DOOR PRESSURE SEE FRAMING PLAN END ZONE KEY MAP END ZONE: END ZONES SHALL BE TAKEN AS THE IST 4.0' PER IRC FIGURE R301.2 (7) 4.0 FT ST FLOOR (TyP) END ZONE DESIGNATION z • 1sT LEVEL STU G. R Q I D AT BASE OF STUD GROUP U) F ❑ ❑ z w a 0 0 O (2)2x4 N0.2 SPF = T6 ' 16 16 16 16 16 16 16 16 16 BASE ANCHORS CS18 AND MSTA'`FLAT STRAPS. ¢ z I- z W w - x p U_ O •21VD,LEVEL STUD COLUMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD p w w o. _ � o w J p Qff O U 1 -4 \ GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. m O w m 0 0 ❑ w O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 L9Q(Zv zwwzm0¢�w TABLE 8. SPECIFIED SW WALLS Z QXW00�_0 �❑z 2x6 N0.2 SPF , . 16 16 16 16 16 16 16 16 16 16 NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP LU E - p w � z ¢ H w m _ [7 w xQ D¢M L4. NOTES: 1 STUD SPACINGS ABOVE ARE Ti-I',F-MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON PLAN. 2. IF STUD SPACING ,IS. NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. (*) STUDSPACIfIG IN TABLE DESIGNATED WITI I ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED IN ALL END ZONES TO BE DOUBLED, FASTEN STUDS PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR ' END ZONE LOCATIONS. 4. ALL NON-BEARING WALLS MAY BE FRAMED W/ 2x_ STUDS AT MAX 24" O.C. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER NOTES 1, 2, 3, 4 ' FASTENER TYPE ACZA DIAMETER LENGTH 8d COMMON 0.13P` 2%" 8d RINGSHANK 0.113" 2-33" 1 Od x 1 %" 0.148" 1-'/2" 10d 0.131" '' 3" 1 Od COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4" 16d SINKER 0.148" 3-Y" 1 Sd COMMON 0.162" 3-Y2" NOTES: PRESERVATIVE ' FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND SW3 FASTENERS REQUIRED. SW4 CONNECTORS MUST HAVE ALL OTHER PT Z -MAX, G120 DR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. INCH TO 2 INCHES IN LENGTH. C 1. ALL FASTENERS MUST BE HOT � DIPPED GAL ANIZED. 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). SWTYPE 1ST LEVEL;, HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 HTT4 (2) MSTA36/CS18 SW3 HTT5 (3) MSTA36/CS18 SW4 HDQ8 (4) MSTA36/CS18 z W W¢ W a 2 Z 0 J� Z N F W Z { IEADER FRAMING KEYNOTE CALLOUT _ >- z Q 0 _ _ a ] ❑ z ¢ w 0 (2) 2x10 - 1/ 2 N BER OF KING STUDS EACH SIDE OF OPENING Z w w D Q m Z w Q m Z 3 F- I- W �0i0WW0 Nw¢��m NU BER OF JACK STUDS EACH SIDE OF OPENING Q = Q Z >- Z = Q Ll w Ix � o W Q E I- z - � I Y zw0 � � � z � SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP 0 w Q Q F OJ H W 0 0 NU ER OF PLIES IN HEADER �EVISIONL I ,, z SHEET NO.: EN NEERED LUMBER HEADER FRAMING KEYNOTE CALLCS # FS /7- op �+T- )91 /2" LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING DATE %O % 9 1� I- �7 Q STRUCTURAL NU ER OF JACK STUDS EACH SIDE OF OPENING SIGNED�YI't HEA ER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) 11 SPECIFICATIONS DE H OF HEADER Q JOB NO.: NU ER OF PLIES IN HEADER (1 3/4" WIDE UNO) OFFICE AT'2468 HEADER FRA ING COPY Q SUBDIVISION: 1. ALL HEADER JACK AND I NG STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. OO 9'556 Sailfish Drive 2. WSP HEADERS ARE WO STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: LO • SHEATHING TO MATC SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. Q • ATTACH TO ALL FRAM G MEMBERS (KING STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d LOT NO.: COMMON @ 3" O.C. U • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING Z_ - MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE >_ • NO.2 SPF HEADER SILI INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END 0 FLOOR PLAN: • WALL SHEATHING AB VE OPENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL 0 Marlin -A SECTION SHEET) FRO TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 3. FASTEN ALL MULTI -PLY ADERS TOGETHER WITH (2) ROWS 1 O @ 8" O.C., STAGGERED ALONG EACH EDGE. z DESIGNED: 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. IF HEADER NOT SPECIRCONTACT ENGINEER OF RECORD. (=j CCS/SDA 6. UNO ON PLAN, MIN (1) S C15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE W CONNECTION REQUIRE ACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST H REVIEWED: FLOOR HEADER WHEN A ND LEVEL FLOOR SYSTEM IS ABOVE X 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). LL BE PREPARED IN ACCORDANCE WITH E RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. SYSTEMS ARE THE CONTINUOUS ROUGH OPENING WIDTH 7. TOP PLATE TO HEADER NNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR OT LLI d DBM MAXIMUM 11' 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE NOTES: OPENINGS 39" OR LESS, WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR Q (2) 2x4 (2) 2x4 0 5. INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. C 1. = LY SHEATHED T R P F THE EXTERIOR WALLS ARE FUL $ WITH OSB O PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE SYSTEM IS ABOVE: � REVISIONS DATE (2) 2x4 1 NEW AR CH 09-12-17 ' DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE ' CE RESISTING:SYSTEM. ADDITIONAL FRAMING AND'HOLD-DOWNS ARE RE UIRED ONLY AS NOTED ON THE PLAN OR •TOP PLATE T HDR W D " BUILDINGS MAIN WIND FORQ O O S WC15600 @MAX 32 O.C. AS SHOWN, ALTERNATE SECTION (HEADERS),ST-5 MANUFACTURERS WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE` OPENINGS. rr 0 GREATER THAN 75" UP TO 111" R SH PLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER RECOMMENDATIONS. SYNTHETIC FIBERS ALL COM S PROVIDE 2. WALL SEGMENT IS IDENTIFIED AS SWI, SW2 SW3, SW4, OR SWB ON THE PLAN. THING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. ALL SW SHEAR WALL SHEATHING Q •SPH w/ (12) 10d x 1 1z" 16" O.C. OR ? �� �� - • DSP w/ (14) 10d x 1 3 16 O.C. OR � %' FOR OPENING WI O O E NG DTHS LESS THAN 48 A I PLATE I C SINGLE 2x LA E S SUFFICIENT. FASTEN PLATE STUDS WITH 3 10d - O TOE -NAILS AT EACH END. .. , S T F <U. ,�. N OFFICIAL. CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING CONVENTION OF THE LAYOUT SHOWN HERE. 3. D ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE HEARWALL REQUIRE STUD GROUP AND HOLD DOWNS SW SHEAR WALLS INDICATE ,M1 H G S Q O OW S ONLY AT - FASTEN TRUSS DIRE LY TO HEADER w/MTS OR HTS w/ (14) 10d x 1-1/2 (OR EQUAL APPROVED BY EOR). " m 2 T P. ice, O 3. • NAND SPECIFICATIONS THETRUSS SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 4. - FOR PLATE HEIGHTS ABOVE 11 SEE FLOOR PLAN FOR PLANK ORIENTED HEADER R IREMENT. EQU EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. ,: .• \��''' s F R � ,. ,. C? � ., w WITH THE TRUSS SHOP DRAWINGS. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY AND f OF 2,000 ps. IN AND COHESIVE SOILS. O 4. SWB - SEE SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. - TABLE. 9. PLA ORIENTED HEADER REQUIREMENTS ll:J z TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING T HE DESIGN OF THE UPLIFT TRUSSES RAFTERS TO TOP PLATES WITH 3 d TOE NAILS 7. FASTEN ALL TRUS O8 5TH 2014 TABLE SHALL BE ACCORDANCE WITH FRC 5 ( ) ELEVATION VERSUS TOP OPENING DOESNOT PROVIDE FRAMING DEPTH X E ADEQUATE FOR PLANK ORIENTED HEADER BE INSTALLED GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT 5. rr 2ND LEVEL SW SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING. RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. M - USS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 8. ALL MULTI PLY TR „ MAXIMUM DRY DENSITY. IT IS T COMPACT THE FILL IN 12 LIFTS TO AT LEAST 95 /" OF MODIFIED PROCTOR r r �E OWNER S OR CONTRACTORS HOLD DOWN WITH CHI -HEIGHT'-" DIA ROD TO SLAB END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB NOTE 6 (APPLICABLE TO ALL CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALLSECTION SHEET. _ FABRICATED TO ACHIEVE THE FLOOR. PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED THE THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO: RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. . 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6 APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH O SUBTERRANEAN TERMITES. 6. DESIGNATED "SW' SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FRAMING NOTES ; FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. ACRYLIC -TIE ADHESIVE ORE UAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 1. SIMPSON Q D : ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN'' ANCHOR BOLT, THREADED ROD , OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH IN, IED BY MANE TYPICALLY i"TO-!'GREATERANCHOR DIAMETE . A I ALONE, CONTACT THE ENGINEER OF RECORD. A HOLE AS SPECIE ( 16 $THAN SPECIFIEDR)_ ADHESIVE/EPDXY VE/EPOKY T MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE TRUSSES & i-JOIS S PRE-ENGINEERED FOLLOWED FOR PROPER INSTALLATION. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTU L PLANS SHALL BE DESIGNED UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY UNO. ALL WATERPROORNG•AND FIRE SAFETY ` >Nnwr E a�. C Q Z 1 4 ,_ 017 7 S Q H S UCTU L ENGINEERING UI, FL O' B V q, SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SH LL BE PREPARED IN ACCORDANCE WITH E RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. SYSTEMS ARE THE CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH -U360 FLEXIBLE FINISH -L/1 MAXIMUM 11' MAXIMUM 11' (NOTES 12) ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN PLATE. HEIGHT PLATE HEIGHT GREATER THAN 48" UPTO 75" (NOTE 3) (2) 2x4 (2) 2x4 0 GREATER THAN 7i" UP TO 111" . (2) 2x6* (3)2x4 Z_ � GREATER T N 111" SEE FLOOR PLAN 00 SEE FLOOR PLAN - * - PTO 75 (NOT E 3)GREATER THAN 48"' (2) 2x4 (2) 2x4cify 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE` OPENINGS. rr 0 GREATER THAN 75" UP TO 111" (2) 2x6" (3) 2x4 0 GREAT T ER THAN 111 " SEE FLOOR PLAN SEE FLOOR PLAN >Nnwr E a�. C Q Z 1 4 ,_ 017 7 S Q H S UCTU L ENGINEERING UI, FL O' B V q, SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SH LL BE PREPARED IN ACCORDANCE WITH E RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. SYSTEMS ARE THE 1 FOR OPENING WIDTHS E ,, HS GR ATER THAN OR EQUAL TO 48 FASTEN PLANK HDR TO STUD GROUP WITH MIN 6 10d O %- U' 0 71 57 ,. .. ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET T CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN 3. ALL METAL CONN * , , ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALLB E LEFT IN PLACE AFTER G CODE TABLE 2304.9.1. FLORIDA. BUILDING ` TOE -NAILS AT EACH END.: � J - * - CONSTRUCTION IS COMPLETE. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE` OPENINGS. rr O _ • Ct .. 2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING AND NAMING LOCATION5. MULTI -PLY STUD COLUMNS AND CORNER T WITH 2 ROWS 10d 8 O.C. STAGGERED. FASTEN ALL MOLT Y S COU S TOGETHER W T O O @Z 3 . FOR OPENING WI O O E NG DTHS LESS THAN 48 A I PLATE I C SINGLE 2x LA E S SUFFICIENT. FASTEN PLATE STUDS WITH 3 10d - O TOE -NAILS AT EACH END. .. , S T F <U. ,�. CONVENTION OF THE LAYOUT SHOWN HERE. UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR 2 T P. ice, O 3. • NAND SPECIFICATIONS THETRUSS SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SUBMIT THEM UNDER SIGN AND SEAL A N REQUIRED BELOW H GROUPS SYSTEM TO FOUNDATION. OT REQU E O HEADER JACK/KING STUD ( ) 4. - FOR PLATE HEIGHTS ABOVE 11 SEE FLOOR PLAN FOR PLANK ORIENTED HEADER R IREMENT. EQU U ,: .• \��''' s F R � ,. ,. C? � ., WITH THE TRUSS SHOP DRAWINGS. TO BOTTOM AND TOP PLATES WITH 4 8d TOE NAILS OR 2 16d COMMON END NAILS: 6. FASTEN ALL STUDS O O 5. 6. O HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. IN SITUATIONS WHERE PLATE HEIGHT OF ELEVATION W E- � � � % �t O N A�- �� t, 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING T HE DESIGN OF THE UPLIFT TRUSSES RAFTERS TO TOP PLATES WITH 3 d TOE NAILS 7. FASTEN ALL TRUS O8 ELEVATION VERSUS TOP OPENING DOESNOT PROVIDE FRAMING DEPTH X E ADEQUATE FOR PLANK ORIENTED HEADER BE INSTALLED GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT �L,Lf r►r►�1 % RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. M - USS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM 8. ALL MULTI PLY TR OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN FASTENED I TWE N TOP OF OPENING &BOTTOM OF HEADER SHALL BE LU 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALLSECTION SHEET. _ FABRICATED TO ACHIEVE THE FLOOR. PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED THE THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO: � ,r 1 r, r, TO BOTTOM OF HEADER WITH 2 ROWS 0.131 0 X 1/ EMBED INTO HEADER 8 O.C.STAGGERED. O !L Q Derek B. Murray, P.E. 6. 1 -JOISTS M LTAL CONN E�CTO R ENGINEERING P.E. No. 71457 5 N AN INSTALLATION. SEE DESIGN CRITERIA, ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION D , THIS SHEET. 06-14-2017 6" 4„ CONCRETE SLAB W/ �� N0 4 0R N0 5 @ 18" O.C. 6x6 W1.4 x W1.4 WWF OR 4 CONCRETE LAB W/ GENERAL 2 #4 OR 2 #5 CONTINUOUS 6x6 - W1.4 x W1.4 WWF 4 CONCRETE SLAB � ,, 4"CONCRETE SLAB W/ G E N E R/'�L FO N .FIBERMESH � O O 6x6 W1.4 x W1.4 FOR / 6x W1,4 x W1:4 W/ 9 BEND @BOTTOM 6x6 W1.4 x W1.4 WWF U ATION NOTES OR FIBERMESH W 6 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE FIBERMESH WWF OR FIBERMESH OR FIBERMESH -- VHRIES 8" MIN A MINIMUM BEARING CAPACITY OF 2,000 sf IN ACCORDANCE WITH FRC 5TH - -° - �- - - - -p �� a 0'-0" A.F.F. 0'-G" A.F.F. p ---- 9------------ 8 MIN __a___ A---___-�----- '- - a d VARIES ° A - EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL A o--�— -- n--1 a — — — a — — —4+ — r. �-a----a---------I VARIES \ \ \ \ \ \ 28 MAX a e d c 28 MAX a d a c AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF r\\ \\ \\ \\/\\j\\j \,\\/\\/\\/\\/\\ \ a e \\ r d a a $ a /,,//,//. j/ // /,� / // \/\----____-- / / / / / / / / r L_------_- MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR d \\/\�\/\�\/ \ I\\�\ \/\i \/\i \ / / , CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. \ \ ,d , \ \ ;� 8 MIN `. �\ \ \ \ \ \. \ \�\\�\ VAPOR BARRIER // , I\ \ \ \ \ \ // / d / //\ a _ti/ 12 MIN./ /\/ \ \ /\ „ 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT TH \/\/\/\/\i \//\ .� • , //\// 4 E SOIL IS NOT r, /\� r \ \ • \\�\\ \ \ \ \ \\ /\ SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL �L \// •,� . �j\ \\r\\j \//\\//\\/\\/\ / VAPOR BARRIER / VAPOR BARRIER //\ t / / ' ////i// \\/i\/��//�/\ , FOUNDATION WORK MAY BE REQUIRED. y\\r /%/ 16"8"x8" THICKENED 8" \/\ �� // / 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN `I\ ., FTG AT STEP -DI SWR; / ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL O FOOTING TO BEAR ON VAPOR BARRIER 6 OPT. EXTENSION IN BRICK VAPOR 6" OPT. EXTENSION IN BRICK SEE DLAN PLANS FOR LOCATION OF SLIDING GLASS DOORS. ■ FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN LOCATIONS ON FND PLAN BARRIER BEARING WALL FOOTING SECTION 12" UNDER 1 STORY WALL 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. O WALL 3 12 UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. O 12 UNDER 1 STORY5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT � CURB STEP SECTION WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO.4 OR NO. 5 `„ UNDER 2 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 16 CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. C4 BAR IN BRICK LEDGE a; BAR IN BRICK LEDGE WITH (3)#4 OR (2)#5 CONT N 16 UNDER 2 STORY WALL 16" UNDER 2 STORY WALL 00 WITH (3)#4 OR (2)#5 CONT WITH (3)#4 OR (2)#5 CONT 0 0)_BEARING CURB STEP SECTIGN� rn GARAGE EXT WALL CURB SECTION FOUNDATION KEYNOTES: MONOLITHIC FOOTING SECTION 4 T T FTG SLOPES DOWN IF GROUND ADJACENT TO FTG SLOPES DOWN NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 04 IF GROUND ADJACEN O CV, AND AWAY FROM STRUCJ_URE STEEPER THAN AND AWAY`FROM STRUCTURE STEEPER THAN ' N "VERTICALLY PER 3'-0" HORIZONTALLY 1'-0" VERTICALLY PER V-0" HORIZONTALLY, 8"x8" DEEP THICKENED EDGE M l' -O" CONTRACTOR HAS TWO CHOICES: A W/ (1)#4 CONT _J CONTRACTOR HAS TWO CHOICES: A LL CIO 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING 2. USE STEMWALL FOOTING B 12" DEEP FTG W/#4 @ 12" EW _j c Q UNDER BOX COLUMN, FTG TO BE J PROJECTED MIN B" AS SHOWN > Z 16 SQx12 DEEP FTG W/ Q O 52,,4,, C (3)#4 EW I I TYPICAL REINFORCING 27'-8" 24'-8" a 24"SQx20" DEEP FTG W/ BARS AT THICKENED 0 (3)#4 EW N I I FOOTING, SEE PLAN9'-5" 9'-4' 30 8'-11" - 0 II „ 0 "SQx20" W/ DEEP FTG ` MIN 24 LONG #4 OR #5 Q (4)#4 EW W I I I BAR SET AT MID -DEPTH H II OF SLAB, TYPALL r -------------I 1---- --- ----- RE-ENTRANT CORNERS J J L_ - 36 50x20 DEEP FTG W/ (� F r-- ----.--------------- -----I a (4#4 EW H II —_-_ -- I (5)#4 EW, T&B C) /� �I LI--- - - - - - - - - C I 48"SQx24" DEEP FTG W/ Q I 3 TOTAL I 1 HOUSE SLAB I I - RE-ENTRANT CORNER DETAIL L II I z p (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL F I I Z) ENTRANT CORNERS ' I v I I U) RE. _ ti z �❑ 0 xa z❑ Q� u�° oWXaz U. p = Y k p w r I 4" CONCRETE SLAB W/ LO N 0 Z 1- Z 0 0 W V N a I I 6x6 W1.4 x W1.4 WWF _ I I ~ Q�aW zoma�a�W❑ I = OR FIBER MESH LL O 1- m w 1- ❑ m i 1 (^ OPT I I N I 8" CMU CHAIR BLOCK W/ wwa❑ ow Jw}UI wlnp0 v z pomM FMI-p z� 1 #5 CONT. I I TOP OFSLAB h O � p a z w p m • - I I 1 cn to za❑a�ww�mm °Zw ---------------- z �w W Q w Q o w F= w m o z u / I z F=aa-im OF zW<w J\/\ U 0 a a ❑ pQa -- ( VAPOR BARRIER /VA/ 1 /VASA �, m a w z p 0 z w p w 2�-$ 24'-8'� /V/ //V// // z a Q X w ❑ w I.— O — 1 13 z VA L1 EE w�1-ZQ�WLa m \/ EE U<0: w "\ /VA/VA W waQ�w� o0:3 .ww .. #4 OR #5 VERT REINFORCING \ \ Z w a z m „ ////// — zz w mz?-o❑t7�_ z „ UP TO 3 COURSES. 72 O.C. A/\ I /\/\ } z Q ❑ IL ❑ _ Q ❑ I 1 4 TO 5 COURSES: 48" O.C. ,�/VA/ I %VA/VA/ z❑ p z> 1i m w a a m z H V// 1/ IZ www�m�w�Qhw3��Q I (REV09-12 17) A ti z m Q a v Q z�zzzxQ�z -0�- z�ap ��o2�woz4 p 1M<071 -_mm OR #5 IN 1 \\� ADDITIONAL #4 FOOTING TO BEAR ON FIRM \ ' LL. 1 //i / BRICK LEDGE SHEET NO:: iv I UNDISTURBED SOIL z 004" OPT BRICK LEDGE 0 ST -2 z VERTICAL REINFORCEMENT I- 1 TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN � FOUNDATION.... CAST -IN-PLACE FOOTING SPECS O I iv 1STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT nD/- PLAN N I � ,J- �r I :;T 2 -STORY: 10" x 20 W/(3) #4 OR (2) #5 CONT Q JOB NO.: LO v -2" 16'-4" 14'-10" 9'-2" 5'-10" Q AT2468 8' 2 CMU STEMWALL SECTION SUBDIVISION: 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK O 9550 Sailfish Drive FILLING BEHIND A STEMWALL, PARTICULARLY WHEN IT IS OVER 4 -J I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS u- `_° I - - - - - - - - - - - - - - - - - - - I MAY OBTAINED FROM THE ENGINEER OF RECORD. Q 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTIN LOT NO.: - - - - I q T GS ONLY. EPDXY C ) L — ANCHORS MUST BE USED IN S , EMWALL FOUNDATIONS. z _ I — FLOOR PLAN: 3 1 ° Marlin -A 0'-0" A.F.F. I-------- ------------- -- — -j (BEYOND) _ �r U -BLOCK W/ _ DESIGNED: 4' FLOATING CONCRETE cv 1' #5 CONT S B W/ 6x6 W1.4xW1.4 O 0 CCS/SDA VjWF OR FIBERMESHz W 4 F- 1 OPT , REVIEWED: X a-;-°-�'- I j FINISH W DBNI r p GRADE I I Q REVISIONS °A TE � .NEW ARCH 09 12-1 04 OR #5 VERT REINFORCING { I UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / v , o li; W I I I � I z �— ---- OFFICE COPY 5 5 ' o - I I (REV 09-12-17) I /q FOOTING TO BEAR ON FIRM Q I I (2) TOTAL I ( UNDISTURBED SOIL ADDITIONAL #4 OR #5 z F_ -- I- 1---- ----------- IN BRICK LEDGE - - - J L_ - J L_ - - VERT REINFORCEMENT TO EX HAVE 6" BEND @ BOTTOM 4 OPT BRICK LEDGE 0 NOTED ON FND PLAN ;. STRUC RAL ENGINEERING co C!'.ST-IN-PLACE FOOTING SPECS 1- DRY: $" x 16" W/ 2 #4 OR (2#5 CONT U I � 2-S1�RY: 10" x 20" W/(3) #4 OR (2) #5 CONT [g,9' . ;� ,REVISE Q .,� UNDER DOOR9i,, S• ,•L '. — J CMU STEMWALL SECTION No 71457 •; f �- — - ,. ---- -- Z 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK O FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 -j_ „ O Ci 3 2 16-5 2 4-11 5-2 4 11 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS E 0 4C MAY BE OBTAINED FROM THE ENGINEER OF RECORD. % w� 22'-8" 15'-0" 14-8' 2. SCREW IN ANCHORS ALLOWED MONOLITHIC _ i0 V.- �`�• �• O N ONO HIC FOOTINGS ONLY. (� � O R 1 ,. „ EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. LLI i� � �s% 52-4" ;� �iO N A X W 11 1 11 Q_ Derek B. Murray, P.E. FOUNDATION PLAN n 1/4 1 0 P.E.METAL CONNECTOR ENGINEERING N0.7145706-14-2017 1 (REV 09-12-17) FRAMING KEYNOTES NOTE 4 s 2x8 (2)2x6-1/2 METAL CONNECTOR) (2) 2x8 (2) (2) 2x8 Sip SW3 — 6x6 NO.2 SYP PT NOTE 4 POST, (2) TOTAL NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN V. 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. SHEATHING DETAIL.",' (3) 2x12-2/3 — — - SHEET ST -6 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS - _ _ �lj GARAGE DOOR DESIGN L_ WIND LOAD (PSF): WHERE INTERIOR SHEARWALLS'HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. O 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. p B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR � DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. � r N 4. PORCH BEAM FRAMING NOTES 09 SEE "TYPICAL PORCH A SHEATHING DETAIL.", 'T-6 A A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV 6x6 N0.2 SYP PTISW2 SHEET NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL.04 ' POST, (3) TOTAL NOTE 4 NOTE 8 TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. N B. SHIM BELOW PORCH BEAMS JUST ABOVE TOPPLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. N M cn (2) 2x10 (') 2x10 (2) 2x10 (2) 2x8-1/2 (2) 2x8-1/2 J LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV \ PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR W C PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, J MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS 20 OR > MSTA24. Z O O - (2) 2x10 1 MSTA24 (2) 2x6-1/2 D. BEAM ATTACHED TO EXISTING FRAMING U) 1 DTT2Z ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS U W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Q 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL cN WALL SECTION SHEET. 0` NOTE 4 2 O 2x6-1/1 6. HIGH UPLIFT CONNECTION: LLJLL • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C. NO HDR 0/2 (2) 2x6 1/2 (2) 2x6-1/1 •FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32" O.C. NO - STUD u w 3 S ALTERNATIVE AVAILABLE O o • 1ST LEVEL STUD TO BOTTOM PLATE W/ (1) SDWC15450 @ 16" O.C. OR 0 DTT2Z (2) SDWC15450 @ 24" O.C. Y 7. PLANK -ORIENTED HEADER FRAMING (2) 2x4-1/2 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ 2 A35 EACH SIDE OF OPENING, SEE PLANK, HEADER FRAMING DETAIL, ON Z 1 DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP W;TH Q ~ HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. U) ( REV 09-12-17) C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS :LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT to } OF PLANE WIND LOAD. ti w 0 z I❑ It II u[] ❑ GZw�m Q 8. HARDI PANEL IS INSUFFICENT FOR SHEAR LOADS. SHEATH LL p 2 w o o L w o - 0 I I I WALL, PRIOR TO INSTALLING HARDI PANEL PER "SW' � to 0 ❑ ,z t- Z � m n N SPECIFICATIONS OR SHEATH INTERIOR FACE OF WALL PER r, Q} a p z o o � m J z w o "SW" SPECIFICATIONS. O 1 0 w w > 06 w w❑ of Z m pILW� ��J0�`W-0M ii U) 00ma .zWFwjmzz� ❑zW �I W zaoa}W U7W Q �-QU' W1 -W WNpUU ii Z Li FIO-0jWM-I-MZW<w QHZ ❑W❑Z'Wapl 0 p a W w I m - B w?[)Q w m C7QQ0W00Wwpm0 W zZWFpQ�WN�M- Wp F 1 (REV 09-12-17) NOTE 4 s 2x8 (2)2x6-1/2 (2) 2x8 (2) (2) 2x8 Sip SW3 — 6x6 NO.2 SYP PT NOTE 4 POST, (2) TOTAL SEE "TYPICAL PORCH SHEATHING DETAIL.",' (3) 2x12-2/3 — — - SHEET ST -6 L - _ _ �lj GARAGE DOOR DESIGN L_ WIND LOAD (PSF): ** HARDIE PANEL SPECIFICATIONS ** Lu WW Z x Q W L< m LLZ 0� W I U 7 N - Z ZWQWIWZZJFZMI-WZ I} Z Q 0-- a a 0 0 Q W❑ Uj Ww�Im?WOaFwQIFQ Wzo [7w[7F NI��UU Q ��Izp�YUZLj wc wl--a ❑ W a Q W F • I z 0 J O rUl-?3Narna❑m�ZUU J LL Z SHEET NO.: O ST -3 o STRUCTURAL FRAMING PLAN of Q JOB NO.: Q AT2468 0 SUBDIVISION: o 950 Sailfish Drive J LL Q LOT NO.: z - FLOOR PLAN: Marlin -A 0 Z DESIGNED: CCS/SDA Lu F- REVIEWED: w DBM a. < REVISIONS DATE 1 NEW ARCH 09-12-171 m LLIW O L! IsQ +15.43/-17.42 Z G1 G1 ST -6 ST-6EX ` x 0 H STRUCTU L ENGINEERING- LL O,rrl A44, eft ol'� rr •• �® No 1.457 J = O Z STE OF .•b[/: 4✓ L FIRS T LEVEL STRUCTURAL FRAMING PLAN 1/4 - 1 0 /�- .,;pNa; 0% x _ W a Derek B. Murray, P.E. No. 71457 N P.E..E. N METAL CONNECTOR ENGINEERING - Q 2017 co T J05 J05 J07 J07 J07 J07 J07J07 G BLK Q'D, S E NOTE e1RUSST S DS / HTS2 TS12 J z Y U q ROOF FRAMING KEYNOTES OO O.C. SPACING 0 w F- U) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 2x6 2x8 2x10 F- O U 12" 1. PRE -MANUFACTURED SHEAR PANEL 25'-6" 16" 12'-6" 15'-10" 18'-9" • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON 24" 10'-2" 1 12'-11" ` 16-4" 18'-0" FRAMING PLAN 20 LL:/15 D.L. #2 SYP 25'-7" • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. 'IT -11" 17'-7" 20'-11'' • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT J07 1 4. OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. q PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION of BOK-FRAME OVER SW" DETAIL, SEE DETAIL SHEET N J07 J07 J07 O CL 52'3" 2. TYPICAL BEARING BLOCK O • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO i8' MATCH DIMENSION! OF TRUSS MEMBER. � 2718" 247" • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS p BOTTOM W/ ROWS CHORD (3) 10d @ 4 O.G. STAGGERED. p r C'7 LO �- N M 'I LO CD CN O r r CSI C'7 d- LO CU I` 00 LO M r 3. LEDGER FRAMING NOTES: LO O O O O O O O O O VO F— F_ F— F_ F— `'- O r r r c- r r r r �— �— f FASTEN LEDGER TO VERTICALS AT EVERY F— F_ F_ F— ,� • (REV 09-12-17) • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. I- •FASTEN"SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d Z COMMONS MIN. O • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT F- F - CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. 1 '� SUPPORT CR WITH FASTENING SHOWN BELOW (MAX 24" O.C. SUBDIVISION: — SPACING) } W w z i E3 a� ❑ Qz°mEn J07 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON 0 950 JO 1 PLAN • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION CV JQ 1 AGAINST CORROSION CN 1 • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS M T23 SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS J J03 J03 p AS INDICATED ABOVE.. COMMON NAILS AT FLOUR FRAMING LL Q LEDGERS ARE FOR INTERIOR USE ONLY. - J LOT NO.: N co T J05 J05 J07 J07 J07 J07 J07J07 G BLK Q'D, S E NOTE e1RUSST S DS / HTS2 TS12 J z Y U q RAFTER SPAN SCHEDULE OO O.C. SPACING 0 w F- U) 5, DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY 2x6 2x8 2x10 F- O U 12" 14'-5" 18'-3" 21'-8" 25'-6" N CN r r Q m m m m J07 w d a a J07 v J07 J07 J07 J07 RAFTER SPAN SCHEDULE Jul O.C. SPACING LUMBER SIZE 5, DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" 10'-2" 1 12'-11" ` 16-4" 18'-0" 16-11" 20 LL:/15 D.L. #2 SYP 25'-7" 'IT -11" 17'-7" 20'-11'' J07 1 4. OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. q J07 N J07 J07 J07 O CL PLAN i8' JOB NO.: T22 18' J07 J07 J07 J07 (REV 09-12-17) • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. I- •FASTEN"SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d Z COMMONS MIN. O • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT F- F - CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. 1 '� c SUBDIVISION: — } W w z i E3 a� ❑ Qz°mEn J07 N CN r r Q m m m m J07 w d a a J07 v J07 J07 J07 J07 Qw to ❑ d w❑ =vYF ❑�`w❑ U) J❑az I - W0 JL]D0N� >. a' —0M<M<nW° O w,�m> C) I-❑NNI❑ Z 0 Fw_0 —oa {/� ❑MIL ZMI- �WzF❑ U) Z❑1 wWFW_jIn � W 4aIZ<0 1WwNf-NWw Z WF U30wF-=Iw❑zL3 FI❑QJ0. MO�I-I-IYZW7L Cq QZI_DwO'LWXp2p❑ _+ 0WWa=w ❑wJpQ m 19< L] 4.ww' zln❑a2W W ZZQXF❑DI-❑-_�❑z W IY-DW F-Z<pwEnLa LE W X Q U Ir IL Z wW Q�a�Fw-Ovlw-zlnWw z=}ZQ0zZa1❑❑Qwza Z W w a In Z_ a Q F z 3 F Q w wz0�L9LUL9 to<z'<WEJ �rIZ1-1-�C❑ZWO❑FFA ZL3< ❑M❑2 W0z< o0lw-?3NauI-iQari1?0_j LL T20 RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 5, DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" 10'-2" 1 12'-11" ` 16-4" 18'-0" 16-11" 20 LL:/15 D.L. #2 SYP 25'-7" Qw to ❑ d w❑ =vYF ❑�`w❑ U) J❑az I - W0 JL]D0N� >. a' —0M<M<nW° O w,�m> C) I-❑NNI❑ Z 0 Fw_0 —oa {/� ❑MIL ZMI- �WzF❑ U) Z❑1 wWFW_jIn � W 4aIZ<0 1WwNf-NWw Z WF U30wF-=Iw❑zL3 FI❑QJ0. MO�I-I-IYZW7L Cq QZI_DwO'LWXp2p❑ _+ 0WWa=w ❑wJpQ m 19< L] 4.ww' zln❑a2W W ZZQXF❑DI-❑-_�❑z W IY-DW F-Z<pwEnLa LE W X Q U Ir IL Z wW Q�a�Fw-Ovlw-zlnWw z=}ZQ0zZa1❑❑Qwza Z W w a In Z_ a Q F z 3 F Q w wz0�L9LUL9 to<z'<WEJ �rIZ1-1-�C❑ZWO❑FFA ZL3< ❑M❑2 W0z< o0lw-?3NauI-iQari1?0_j LL T20 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 5, DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY 2x4 2x6 2x8 2x10 12" 11'-10" 18'-8" 24'-7" 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 'IT -11" 17'-7" 20'-11'' 10 L.L./5 D.L. #2 SYP Qw to ❑ d w❑ =vYF ❑�`w❑ U) J❑az I - W0 JL]D0N� >. a' —0M<M<nW° O w,�m> C) I-❑NNI❑ Z 0 Fw_0 —oa {/� ❑MIL ZMI- �WzF❑ U) Z❑1 wWFW_jIn � W 4aIZ<0 1WwNf-NWw Z WF U30wF-=Iw❑zL3 FI❑QJ0. MO�I-I-IYZW7L Cq QZI_DwO'LWXp2p❑ _+ 0WWa=w ❑wJpQ m 19< L] 4.ww' zln❑a2W W ZZQXF❑DI-❑-_�❑z W IY-DW F-Z<pwEnLa LE W X Q U Ir IL Z wW Q�a�Fw-Ovlw-zlnWw z=}ZQ0zZa1❑❑Qwza Z W w a In Z_ a Q F z 3 F Q w wz0�L9LUL9 to<z'<WEJ �rIZ1-1-�C❑ZWO❑FFA ZL3< ❑M❑2 W0z< o0lw-?3NauI-iQari1?0_j LL T20 II 5, DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.: ST Q J07 BUILDER IN ACCORDANCE WITH FRC R302.12. -3 T21 q ROOF FRAMING J07 O CL PLAN JOB NO.: T22 J07 AT2468 T22 c SUBDIVISION: J07 0 950 Sailfish Drive LL. T23 Q LOT NO.: N J05 F .. Z - T24 FLOOR PLAN: J03 a O Marlin -A T25 O DESIGNED: J01 Z CCS/SDA J05 JO _w REVIEWED: F- m M W DBM J03 J03 a o _ o, q REVISIONS DATE J01XQ J01 is ZKNEW ARCH 09-12-1 } m _ o z O OO O O O O O O O 0 O O� O TRUSS ENGOINEERING NOTES: a 227" 147" z PEX 52'3" • UNLESS SPE IFICALLY NOTED ON TRUSS FRAMING PLAN, ALL :D O TRUSS TO T P PLATE CONNECTIONS SHALL BE ACCORDING F= TR TURaL ENGINEERING TO THE TYPI AL WALL SECTION SHEET. • ALL EXTERI WALLS ARE HELD BACK 1/2" FOR SHEATHING _v OFFICE C J .. ;... , '•�,�G NSFR��,�', No 1457 J - • : �= A REVISE z _ Z� •, STA OF .' �4U FIRST LEVEL ROOF FRAMING PLAN _ 1/4 1; 0 w . ., S ••...... C� -.., oNAO'.,� W-1111,, � 0 METAL CONNECTOR ENGINEERING 0- Q Derek B. Murray, P.E. NE. N P.E. No. 71457 2017 TYPICAL ROOF DECK, SEE SHEATHING ISPECS, SHEET ST -1 TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTALLATION #1 BELOW. WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2 ST -1. 4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. TRUSS OR RAFTER TO TOP PLATE OPTIONS, UNO: � TRUSS TO OP PLATE W/ SDWC15600 OR H2.5A/T • H2.5A/T INSTALLED INSLDE FACE • SDWC15600 OF PLAT E AS SHOWN* �-- H2.5A/T OR SDWC15600 @ HEADER JACK\KING PROPERLY WIND LOAD RATED SOFFIT MATERIAL GROUP AND @ MAX 32" O.C., SDWC MAY BE CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT TOP PLATE TO STUD W/ INSTALLED TO EITHER FACE OF STUD, SEE AND CLADDING DESIGN PRESSURES ON SHEET ST -1. SDWC15600 OR H2.5A/T TYPICAL \ INSTALLATION DETAILS BELOW EXTERIOR WALL `-- 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3: MAXIMUM BETTER a MAX 16" O.C.PER EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY RAN BEARING ONLY. *SEE INSTALLA ION #2 BELOW BELOW TRUSS TYPICAL WALL SECTION ALTERNATE ROOF—TO—WALL CONNECTION TORY APPLICATIONS (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWOS ) Y C)L) aC MIN Y" 36 KSI d' W MIN Y"x10" L -HOOK THREADED ROD - MIN %" Ox 6" TITEN HD O MASA TO TOP OF Ci� O -N V7 N ANCHOR BOLT ■ OR HILTI KWIK HUS -EZ 00 d' BOTTOM PLATE W/ (6) U ADHESIVE (OR APPROVED EQUAL) d' N N J C7 C/)M DO NOT USE J -BOLT AT LL. _j -J J HOLD-DOWN Q Z O 0 (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWOS ) Y C)L) aC N O MIN Y" 36 KSI d' W MIN Y"x10" L -HOOK THREADED ROD - MIN %" Ox 6" TITEN HD MIN %" Ox 6" TITEN HD MASA TO TOP OF ANCHOR BOLT _ OR HILTI KWIK HUS -EZ OR HILTI KWIK HUS -EZ BOTTOM PLATE W/ (6) U ADHESIVE (OR APPROVED EQUAL) C7 10d x 1 %" DO NOT USE J -BOLT AT HOLD-DOWN Q TO TOP OF WOOD 1� CONNECTORS PLATE Q 2x6 BOTTOM PLATE2x4 BOTTOM PLATE ° MASA TO SIDE OF 1— ° 8" EMBED AT STEMWALL ° BOTTOM PLATE W/ (3) - 6" EMBED AT MONOLITHIC ° ° ° 10d x 1 %" ° - 4 MONOLITHIC OR ° MONOLITHIC ZpJOWUmM >. 11L Zoma�_azW° MONOLITHIC OR a STEMWALL FOOTING FOOTING ONLY ° ° MASA SETS" TO THE ° STEMWALL FOOTING V° V INSIDE OF SLAB. PER PLAN d APPROVED ADHESIVE d ° OR EPDXY ANCHOR ° MIN. MIN. ° ° ° MIN MONOLITHIC OR 3„ ° 1%4' ° d ° a MONOLITHIC ° ° STEMWALL FTG PER 1Y41' ° d FOOTING ONLY PLAN ° ° n ° a ° a ° %2' DRILL & EPDXY 2' O SCREW ANCHOR IN 2' 0 SCREW ANCHOR IN ° a 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE %2' J -BOLT ANCHOR ANCHOR MASA ANCHOR ° TYPICA BOTTOM PLATE ANCHOR OPTIONS N O d' W CD O U Y Q Z 1— d X Z 20 Q�IL Q • 0 LLQZ U70 ❑W LL 0ti W LL 000 F- LID ZpJOWUmM >. 11L Zoma�_azW° OWWMO DNWW�NU3;z BOTTOM PLATE ANCHOR NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: ❑ o m a Z F > w z I- I WALL SECTIONj2_y4-'-2y4" o M W m p z �7 TYPICAL T T EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE (� z 0 a > W m M_ w SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS)1. ANCHOR R QUIRED ADJACEN , O EAa Q 0 m I W W I- w ( 2. TYPICAL A CHOR BOLT SPACING IS 48' O.C.-SEE.PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. W Q w W ❑ W I I w ❑ z ❑ a TYPICAL WALL SECTION NOTES. NON -TYPIC L BOLT SPACING. REQUIREMcNTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1%" NAIL PENETF2ATION INTO Z Q I p Q '' a a z W �` REQUIRED IN ANY SEGMENT OF BO ANY TE. FRAMING SUPPORTS MAX 24" O.C. Pressure (� Q z F Z W o Z W X p - ❑ ❑ r 2 2x NO.2 SYP FASTENED W/ 2 ROWS 10d @ 8" O.C. STAGGERED 3. MINIMUM (2 ANCHORS @ W a p � Q M 1. ALL TOP PLATES ARE TO BE BUILT NITH O _ ( ) • GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER treated sill o a W a I ❑ W 0 o W " IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHO MUST BE PRESENT WITHIN 12 OF THE END OF ANY PLA #, USE GALVA Z {UNO). MINIMUM 48 LAP W/MINIMUM �20)10d 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACIITIES.% 4. ALL BOLT A CHOR OPTIONS REQUIRE NUT AND 2" SQUARE WASHER SPECIFIED INSTALLATION DETAIL •` • • , ti m ❑ z Q ❑ w 0 o w 0 - p Q 0 z . ., .� � � � 7 X Ll I-_ I W0- 3. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. ' WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND 30 W WWzWXaWcjQaui LLz L CONNECTORS AT GIRDERS AND SHEAR WALLS WG]QD STUDS (FBC TABLE 721.1(2), FOOTNOTEL). SDWC15450 at sill late connection W w a M W i h o W :11, w w 4. SEE PLAN FOR ADDITIONAL NON TYPICAL META C 5! o plate z WQWa� —f -z11 R NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK e TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR' 10 0 _ — z z z H z AL STUD TO BOTTOM PLATE CONNECTOR Q ,,. i O timal 2 Finch. Black E Coat __-2<0-1000<W ° 5. TYPIC .V FRAMING APPLICATIONS. AT SW WALL, OSB OR PLYWOOD MUST BE INSTALLED p U' [7 t7 0 z I _ TO IN RIOR OR EXTERIOR FADE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. Z z ❑ ❑ Q m z Q z 3 Ww� _ t- Q Note: Sill plate anchor to foundation not shown for clarity. W w z 0 ❑' w [W7 F . N g w L3 Q I Q Z>- Z 7 Q O W a- p F QLL INSTALLATION SPECIFICATIONS, AS PROVIDED BY 'SC EW MANUFACTURER 11 SDWC STUD -TO -SILL PLATE CONNECTION C) F z Ii Z� F Y] z W Q W W z� SDWCINST re 0 �.Q�°� I° **NOTE TO FRAMER** "NOTE TO FRAMER** _j �❑I-z3NamQ0[7F?Uv MAX 9' SDWC TO NARROW FACE OF MAX 1 SD C TO NARROW FACE OF O O � SHEET NO.: EACH STUD, (2) SDWC TO NARROW FACE EACH STUD, O SDWC TO NARROW FACE Z ° OF STUD REQUIRES (2) STUDS OF STU REQUIRES 2) STUDS 0 ST -5 Optimal 22/ » F- min 4 » Rafter or Truss N4 nin % 10 0° „ 4 » » TYPICAL WALL 30°Ma o % minimum O 30' edge distance Optimal 22 ° ° SDWC15450 a SECTION for full values Splice may be in 30° 10 0 „ IX with or without upper lower' MIN ;/z' EDGE O JOB NO.: { pp Do not install SDWC in a plate splice) plate DISTANCE U AT2468' ® hatched area Q SUBDIVISION: 1 , „ „ }_ 1 00 3 / DWC 56 S Max %a � z O 950 Sailfish Drive Offset A" from LL Min top plate splice LL „ �Ov erhan s „ SDWC 5600 for full values !M1 EDGE Q ax1 /a M ANCE V LOT No.: Note: Sloped -roof rafters may be sloped up to and including a SDWC15600 p Rafter to Top Plate shown SDWC15600 (1) SDWC (2) SDWC Z _ i SDWC15600 ` _ 1 12.12 pitch and must be birdsmouth cut. SDWC15600 Truss to To Plate similar. SDWC 560 P Note: Stud -to -Bottom Plate shown. Another installations similar. } SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT. SDWC STUD TO TO PLATE SDWC INSTALLATION RANGE OPT. SDWC ST D TO SILL PLATE U' FLOOR PLAN: _ PT SDWC INSTALLATION RANGE S l(! CONNECTION SDWC EDGE DISTANCE AND SPACING NFORMATIO OPT. SDWC INSTALLATION TRUSSIRAFTER ALIGNED WITH STUD O I A STANDARD SDWC ROOF TO WALL INSTALLATION STANDARD SDWC 2 I 2Q 3 (SIM FOR STUD TO TOP PLATE CONNECTION) `� CONNECTION NARROW FADE 44 AT NARROW FACE OF STUD 1121 THROUGH NA OW FACE AT FDN 113 0 _ 1 1 a � Marlin -A Z DESIGNED: w CCS/SDA I— REVIEWED: I DBM III Q REVISIONS DATE I 00 I W 0 r Q Z )APEXO H STBUCTURALENGINEERING U Q � ruu�zillrff B _x U_ i OFFICE COP .,,, ti.. EN SA .IA:,, ' No 71457 ' O O z _ST OF B REVISED� P l0-7 W a Derek B. Murray, P.E. Q METAL CONNECTOR ENGINEERING P.E. No: 71457 0620 14 17 — KING AND JACK STUDS PER ENGINEERING i PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, SPECIFICATIONS THROUGH THE GOAL POST. _" MAX aw Max =s° MAX GARAGE DOOR JAMB DETAIL s T -BRACE FASTENED T4 WEB W/ 1 Od AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB ----- GARAGE DOOR BUCK/JAMB NAILED TO STUDS W/ (2) 16d COMMON OR 12d CC NAILS @ 16" O.C. _ (1) DIAGONAL BRACE PER (10) TRUSS APPLIED TO z TRL�SES NEEDING BRACING- N N +■, SIZE CLR M S 2x4 WEATHER STRIPPING/STOP _I OPPOSITE SIDE OF WEBS. DIAGONAL CE APPLIED AT (1)2x4 2x4 I f- LATERAL BRACING - MULTIPLE TRUSSES U_ (2)2x4* 2x6 1 ROW APPROXIMATE 45° ANGLE TO NO LES HAN (3) TRUSSES. 1. ALL RESTRAINT LUMBERh _ "SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER (UNO) W C 2 ROWS 2x6 - 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE IMMEDIATELY 1 ROW it II II it (1)2x8 i _j CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 2 ROWS 2x6 36 LONG SPF SCAB W/ (20} 10d TO -------------J 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z CONTINUOUS LAT L RESTRAINT CORNER STUD ONLY WHEN HOLD NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. Q DOWNS ARE SPECIFIED ON PLAN. (CLR). QUANTITY D LOCATION 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 0 2x- SPF CORNER STUDS 2x6 SYP GOAL POST ATTACHED NOTE: 5. DESIGNED PER BCSI-133, 2007. U DEFINED BY TRUS SHOP DRAWING. TO STUDS W/ (2) ROWS OF 3-1/2' GALV DECK SCREWS @ 12" O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR p /� q ALTERNATE CORNER DETAIL GOAL POST ATTACHMENT, THE GARAGE DOOR SUPPLIER MAY SPECIFY A FASTENING N O TO EITHER IF LATERAL RESTRAINT MUST 3E GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK pr APPLIED SIDE OF WEBS MADE OF MORE THAN ONE PIECE, DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE 1 i PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, SPECIFICATIONS THROUGH THE GOAL POST. _" MAX aw Max =s° MAX GARAGE DOOR JAMB DETAIL s T -BRACE FASTENED T4 WEB W/ 1 Od AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB ----- GARAGE DOOR BUCK/JAMB NAILED TO STUDS W/ (2) 16d COMMON OR 12d CC NAILS @ 16" O.C. _ BRACE SUBSTITUTE z TRL�SES NEEDING BRACING- N N +■, SIZE CLR M S 2x4 WEATHER STRIPPING/STOP _I cn (1)2x4 2x4 I f- LATERAL BRACING - MULTIPLE TRUSSES U_ (2)2x4* 2x6 1 ROW � GARAGE DOOR 1. ALL RESTRAINT LUMBERh _ "SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER (UNO) W C 2 ROWS 2x6 - 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE IMMEDIATELY 1 ROW 2x6 (1)2x8 i _j CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 2 ROWS 2x6 36 LONG SPF SCAB W/ (20} 10d TO -------------J 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z O CORNER STUD ONLY WHEN HOLD NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. Q DOWNS ARE SPECIFIED ON PLAN. F 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). 0 2x- SPF CORNER STUDS 2x6 SYP GOAL POST ATTACHED NOTE: 5. DESIGNED PER BCSI-133, 2007. U TO STUDS W/ (2) ROWS OF 3-1/2' GALV DECK SCREWS @ 12" O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR p /� q ALTERNATE CORNER DETAIL GOAL POST ATTACHMENT, THE GARAGE DOOR SUPPLIER MAY SPECIFY A FASTENING N O GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK pr i PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, SPECIFICATIONS THROUGH THE GOAL POST. _" MAX aw Max =s° MAX GARAGE DOOR JAMB DETAIL s T -BRACE FASTENED T4 WEB W/ 1 Od AT 6" O.C. W H U Y Q Z L -BRACE FASTENED TO 0 WEB W/ 1'Od AT 6" O.C. F - SINGLE TRUSS BRACING 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL CD RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE X ❑ SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. r__w w � z i ❑ WEB W/ 1 Od.AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST of T -BRACING, L -BRACING, OR 11. Q � N o 0 Z a z *IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. j, p V F w �` w ❑ 0 REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND LO 0 ❑ 0 z P z n w 0 w N =6" MAX �6" MAX =6° MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. Q F a 0 z p m G Q W b I'0 IL m> 0 m w w 0 N❑ 2 0 .. PERMANENT WEB BRACING ❑ w w ti. (n Z11Oa>-wwFmm w W QaFQ0w1wwwpNwm Z Q=oQ°aWFFWZW<LL FI- ❑ ❑ZlLI107 ❑ ;v D owwalW L-❑wJoQM X ❑ w - m 0 Q� � O z w w z m 0< I w W_ Z a F 0_ O F O = ❑ Z �w I-ZQFwU1-LL ' w z -xQw Q �`Z W w R Q m w,2 P 6 L3:I J w w Z Z w w a� Z z � n Z U F w z HJ [5 AT CORNER 2X6 —-zzQ❑--a _ Q ❑ STUD PACK IZ Ww0i