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1X4 1/2" DRYWALL DOORJAMB 1/2" DRYWALL 1t DOORJAMB , X4 1/2" DRYWALL DOORJAMB P.T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF. DOOR MANUF. t"' DOOR MANUF. X4 1X4 3-1/4" LONG X 3/16"0 1X4 FURRINGTAPCONS 3/16"0 X 3" LONGFURRING 3/16"O X 3-1/2" LONGTAPCON. FURRING INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8.. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL MASONRY THROUGH 311 DETAIL 1x4 P.T. & lx8 P.T. lx8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/,6" x 3 -1/2" DOORJAMB 4 1/2" DRYWALL DOORJAMB EACH END W/ MIN DOORJAMB TAPCON ATTACHED PER ATTACHED PER IS_ 2" EDGE D. ATTACHED PER f DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 *F- FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16 O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1I411 DETAIL �♦ UNAUL;L ' I AbLk INS I ALL I IUN PROPER INSTALLATION MAX. 8„ •••.♦ DO NOT DO THIS �•••� ♦♦ (TYP•♦♦•♦♦♦1♦♦ ��-, #5 REBAR (TYP.) ,) '''''••••• K (TYP.) ♦♦•♦♦♦♦i1 ''•D. 90° HOOK (TYP.) •i •E L ll Tr_ ''''••• +2� — NOTTT�♦@ FIRST COURSE 2 COURSES ''•••••''' ♦♦♦♦•1♦♦♦♦ FILLED CELL PER FOUNDATION PLAN BUILDOUT CC OVER SIZE DOOR -WINDOW ROUGH OPENINGS FILLED CELL INSTALLATION H 2"xBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. ScJ' SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION = 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A USP RT16M UPLIFT CAPACITY = 2139139 5 #FOR 1 STRAP # FOR 2 STRAPS FILL 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX SOLIDw/GROUT 2x BAND JOIST W/ FACE NAIL Tr2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONSAND BLOCK HEADER ARCH BLKG. &BUCK USP RT16M W/ (9)10d x 1%" NAILS & TRUSS)VERT. WEBS 10d @ (4) %" x 1%4' TAPCONS METAL SEAT PLATE 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP 8d NAILS AT 8" O.C. AT BUCK HTWM16 W/ (8) 10d x 1%" NAILS AND LAP SHEATHING TO LEAVE A CUT OUT IN O.S.B. ON THE (4) a " X 1%"WEDGE BOLTS [(1) BOTTOM OF BAND 2 x 8 45" DIAGONAL (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION _ STRAP = 1225 # , (2) STRAPS 2450#1 JOIST TYPICAL BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED " ` FOR OVERHANGS BETWEEN OVER 1 1/2" ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. W/4-SDS 1/4xl 1/2" BUILT UP PLWD. BUCK POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4) 1/4"x1-3/4" SCRIBE (NOTCH) IN PLACE BEAM FACE OF ARCH W/ (3) 10d NAILS WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL N.T.S. OVERHANG - CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4) ,Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL NTS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH W-^ FOR OVERHANGS BETWEEN 3/4°Ta 1 1/2" A- - RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1 /2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4%" WOOD SCREWS 16" O.C. MAX. OR IF MASONRY ------------ WITHIN 6 MIN. OF START OF ARC START OF ARC @ TWA / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REa'D. _ � SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3) 1/4" X 31/4" TAPCONS AT 16" O.C. TR S ARCH DETAIL i 2 X 4 #2 SYP SCAB TO SIDE OF JACK TRUSS PROVIDED BY TRUSS SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 j /� ? TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. W/ (3) 8d TOENAILS @TOP &BOTTOM SEE i k p� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN j �; / i. Ry�NO4E (2) 10d NAILS @ 8" O.C. 71 OdL FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK + + \NGTy �� TO TRUSS TOP CHORD ° WITH BUCK x 31/4" TAPCON (1 1/4"MIN. SSEBCTION ROOF SHEATHING ATTACHED / �/ + + PLYWOOD SHEATHING D �' PER NAILING SCHEDULE / + ` ° D 1/4" MAX EMBEDMENT INTO BLK.) i + n 2'-0" 8,� / y P ° P ° #5 BAR BLOCK HEADER (5) -12d NAILS / + + / BLOCKING AS p. 10 ° D ° CENTERED W/ g SOLID BLKG. AT TOP BTWN. ARCH / + REQUIRED o IN TOP - 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A / TO SUPPORT 90 H o / TRUSS + + SOFFIT _ n ° tg. KNOCKOUT / iv HAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK / + 2 x 8 VERT. W/ (2) 10d 2X4 SYP 16 -- p. PROVIDE 2x j NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING — - TAPCON AT START SIDE 12d NAILS / / / s SIZEAND SECTION QETAILS -I PROVIDE 2 X 8 DIAG. BRACE BTWN. --_nD VERT. BRACES WHEN HGT. OF JACK TRUSS PROVIDED BY BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" TRUSS COMPANY OR 2x4 CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF #2 SYP @ 24" O.C. � , '• CLEAN FILL I 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH / p Z TO BE INSTALLED 3'-0" MAX SEE PLAN / / SEE LINTEL DIRT BUILT UP PLWD. BUCK- jdl� SCHED. °. STANDARD o 7/16" OSB ARCH PANEL --- -- ---- 0 90' HOOK -1 SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4% WOOD FILLED CELL START OF ARC PRECAST LINTEL — 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. INSTALL WDW, SCREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0") ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @SHED ROOF L SECTION a@ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = l'-0" SS SCALE: 3/4" = l'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = l'-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED @PIPE PVC OR SCH40 SLEEVE s. FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE-=-==- PENETRATION PENETRATION PENETRATION PLUMBING LINE _ _ __ 50 EXISTING BOND BEAM. III -III III 1 1 I = FINI GRADE MASONRY WALL. SEE PLAN FOR Q a a - _ _ REINFORCING. PROVIDE LOWER HOOKED DOWEL ° II —III III III III II III _ _ a —III IF III III III III III III III -III =1 UP COLIC, =1 =1 I -1 11 I=1 I a I —I I I=1 11=111 .1 11 � � -1 I I 11 I 1 � 1=1 I I-11—I DRILL 3/4"X6"MIN. HOLE -III III=1_ ° I —III —_III- — = SEE PLAN — = I I=1 - =1..-_ =III— I = SET BAR IN EPDXY ''—III— • • --I I II, : I � � HTT16 W/ (18) - 16d NAILS TO — CAP TO PREVENT LEAKAGE z • ° • III =I I IE — — W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL } #5X6' EMBEDDED INTO WHERE THIS CONDITION SLEEVE THRU STEM KI (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM SEE FND. PLN. = 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z SIZE & REINF. GRADE COVER 6'-0" F.F. F 12" EMBEDMENT & 1-3/4" MIN. �a FILL CELL FULL HEIGHT W/ SEE FND. PLN. SEE PLAN FOR a . • �� • w NON SHRINK GROUT. SIZE &REINF. FOUNDATION INFO d' EDGE DISTANCE PIPE PERPENDICULAR TO FND. (ALLOWABLE UPLIFT=2,249#) \\ o J a A PIPE VERTICAL THRU FND. STEM FOUNDATION D D D �--a. \ 1 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ° I ---III- \ g 5X6' EMBEDDED INTO CENETERED @PIPE GRADE o g EXISTING FOOTING 2-#5X6' IN CONC. PENETRATION PLUMBING LINE REINF. SEE PLAN D D = I- U) N FILLED CELL ° g a. `-� DRILL 3/4"X6"MIN. HOLE NAV a ° 4 as ° M GRADE A ° i \�\\ / SET BAR IN EPDXY O =III -.III III -11 � I I III III, _ 111 -111 _ 4 =1—III— °� . CELL FILLED SOLID �. - = N ? i_ o w/(1) #5 VERT. REBAR III_ Ili- \\ ;4" SAW CUT III= a -I = • = o (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR 16" MIN. (1-STY) or COVER EA. WAY A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-STY)- EXISTING FOOTING SLEEVE THRU FOOTING SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4"=,'-o" SCALE: 314"=1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT FILL SOLID BOTH CELLS � #5 REBAR STD. 90" H00 IL +5^ �L NOTCH WEB AT THE FIRST 04 Lo O cV i 00 N L0