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HomeMy WebLinkAboutB18-0275_REV2 Approved Plans_1546020131.pdf " °F 1/4 , ,. .,. ..,.,, #6's BENT BARS AT 48" 6"ALTO.BC O.0 ASD SHOWN 0 din IP' BENDS STEEL COLUMN PAVER SLAB OVER COMPACTED /112/28/18 2x6 STUDS AT 16" O.C. w/CONT. 2x6 PT-BOTTOM i s _r A (SEE PLAN) SYSTEM FILL (SEE PLAN) PLATE. ATTACH TO CONCRETE w/ 5/8"4x10" A.B.'s AT 32" O.C. & WITHIN 12" FROM EACH SPLICE OR STEEL BEAM _ _ _ _ _ CORNER (TYP WHERE SHOWN ON PLAN) (SEE PLAN) MATCHEXIST TO ENGINEERING MATCH EXISTING I L4"x3Y2"x546" CONT. I #6's BENT BARS AT 48" - - - - - - AS SHOWN (LLV) I 6" V 7887 E. Belleview Avenue, Suite 1100 O.CASSHOWN CopI /� ALT. BENDS • /6\ Englewood, Colorado 80111 SLAB OVER WOOD DECK 303-475-5691 Telephone ►'hI L E-Mail: ty.astra@gmail.com ill „_ (SEE PLAN) 3-SIDES - - 5/s” CDX PLYWD TYP. ` VSTEEL CHANNEL TO CONCRETE WALL °° " 5 " " I � MATCH EXISTING SEE DETAIL- 4 L3Y2x3Y2x46 x0 -6 LONG = WOOD JOIST SIM S100 DOUBLE ANGLE WELDED _ CONNECTION AS SHOWN = (SEE PLAN) ��t k x PLY2"x7"x0'-9" w/(4) Y2"x 8Y8" ''Ott R,+-'f ` ��� EXTERIOR FINISH = HCA NELSON STUDS CENTERED BEAM DETAIL WALL CONNECTION AT BRIDGE I+ (SEE ARCH) AS SHOWN SCALE: 1/2"=1'-0" SLAB DETAIL SLAB GARAGE ENTRY # iii i CONCRETE WALL /e\ SCALE: 1/2"=1'-0" Q $ • - ' le ., f L f SEE DETAIL- 4 6 •F C SIM 4 fr Vet ',..i.2x6 STUDS AT 16" O.C. w/CONT. '�, 7 SLAB DETAIL SLAB OVERHANG AT GARAGE 2x6 PT-BOTTOM PLATE. ATTACH © �k;} __.- SCALE: 1/2"=1'-0" CONCRETE SLAB it TO CONCRETE w/ 5/8"4x10" A.B.'s (SEE PLAN) AT 32" O.C. & WITHIN 12" FROM0 h. EACH SPLICE OR CORNER 5 > STEEL GRATE TREADS TO (TYP WHERE SHOWN ON PLAN) O STEEL GRATE TO S300 moi' MATCH EXISTING (TYP.) MATCH EXISTING i� L EXTERIOR FINISH W � I . \ J Il, (TYP.) HSS5x3xY4" STEEL POST TO I (SEE ARCH) I OD ' 'fy-��MATCH EXISTING (TYP.) _ iii I C12x20.7 EDGE BEAM 111 .. z- 11111011/ I (TYP.) IIIIIIIIi i l u u u up IIWr I O I I Q I L2x2xY4" EDGE ANGLE HSS TO I I \ J `-' 1 1 I7 (TYP.) PLATE Y4"r 5 " ,., J HSS3x3x46 w/Y2"x6"x0'-6" A .~. o » » , 1 .4_,.._. a ,a • a STEEL PLATE w/(4) Y2 x4 H.A.S SW-1 - - EQUALLY SPACE AS SHOWN TOP I 0 \ ISI ! FACE OF �/ AND BOTTOM "' 2 11�/a' LVLi� J EXISTING - 3 rs.„Ari \ RETAINING PL3/8"x4"x8" w/(4) 5/8"0 BOLTS WALL / SEE ARCH / SET INTO PIER OR RETAINING I Its\j""lif ' rO4 i WALL w/HILTI HIT-HY200 6 POST DETAIL SLAB AT OPENING I© ADHESIVE EMBED 6" (TYP.) SCALE: 1/2"=1'-0" Y-. I " VL -" 0,� IIIIIIIIII14w SW---1 2x8 JIM .T Am4 STAIR DETAIL EXTERIOR STEEL STAIR/LANDING HANDRAIL. MOUNT 34" ABOVE \TREAD NOSING (TYP.) A11 PLATE. ATTACH TO CONCRETE w/ 5/8"4x10" A.B.'sPL3/4"x4Y2"x5Y" CAPiii 1AT 32" O.C. & WITHIN 12FROM EACH SPLICE ORPLATE (TYP.)CORNER (TYP AS SHOWN) ` COL3)(304 OVE :. FACE OF SLAB HSS5x3xY4 STEEL POST TO SEE DETAIL m 3 BEYOND (4) #6's AT 3" O.0 ` MATCH EXISTING (TYP.) \ 0 TOP AND BOTTOM II> _ \ J AS SHOWN i< Id- ----- - RETURN HANDRAIL END 6 M1111E�� I�_ INTO POST AS SHOWN 1111 HSS4x2x346" STEEL RAIL 111:_vvor..,;,,,,p\."3: N g (TYP.) TO MATCH EXISTING �HSS3MNyABOVE �q 2 AS SHOWN (TYP) mit �G��, _ r o.. ,�- - - - STEEL GRATE TREADS TO 5 " I Dt0' - — /84 STL. RODS AT `MATCH EXISTING TYP. "� 1,, - 1615-115. �'I ( ) \ 4" O.C. (TYP.) - �� 11 � 14" LVL AT ,r1x1 BART & BTO - �� ' I L I 16" o.c. DDSUPPORT BEAMI """ MATCH EXISTING (TYP.) _— / '` Ilik: ��� u ® . AND FRAMING -� „ o I� (SEE PLAN) 14" JOIST w/SIMPSON MIU1.81/14 '"°' • 3� ; - 11111011111101 14%� ED�� �I_ /©HANGR (TYP) SEEPLANC12x20.7 STRINGER °°�/ � � 1 S300 0 (TYP.) Y4 \ Y4"V STEEL GRATE TO I� I 1 1 BEAM DETAIL BEAM AT OPENING • MATCH EXISTING (TYP.) a O I I \ k FINISH SLAB SCALE: 1 2"=1'-0" COPE FLANGES �� 1 i I \ ELEV.:8238'-6" \ _- 0 AT POST (TYP.) - _- - 1111r - ,' 6 pp) 1 - - -I S30 M G — 3) 14"LVL BIto 31-0° ZO =IL thli_ill ig — II __ ....sowlia, A — _� — .� FINISH SLAB 2x6 STUDS AT 16" O.C. w/CONT. _ - m _ �/ I / _ 12" S CONC PIER 4' 0" DEEP w 4 #4's 1 Q EXISTING CONC. RETAINING o� � 2x6 PT BOTTOM PLATE. ATTACH ] - e �e c ELEV.:LEV8238'-3" VERT. (2 EA. FACE) AND #3 U-BARS Ca? 12 WALL. CUT OFF TOP OF WALL � - ---� �'�� - L I-Icn � \ `` 5/8"0x10" » „ I - p TO CONCRETE w/ /8 4x10 P.A.F. O.C. INTO EXISTING WALL. SET IN HILT/ AS NEEDED TO ALIGN BRIDGE DD N 1 - I i m \ 8 0 �j - I = I \ 30 AT 8" O.C. (TYP AS SHOWN) HIT HY200 ADHESIVE EMBED 4" TYP. � - l p/ S (TYP.) I \S30 N W I I I AT #6's BENT BARS AT 8 _ - - ` I I n 1 BEAM 6" O.0 AS SHOWN ao _ © 1 I iliI t I _ \ -- - �, o ALT. BENDS DETAIL STEEL EXTERIOR STAIR AT ENTRY - �3) 11/a II \-- \ 5$ -� 5 SCALE: 1/2"=1'-0"m . . . . . . . ‘jkdi 1 I \ w8 - r \ 01 --7-071 \ 1 \ D /�1 1 I 1 14LL \�.3��� 1 1 \ —, , / SI M I x I, \ I� \ \ - - . PAVER ORCED \ 1 a 1 �,� ®1 I • Lj �� SAB REINF I \ \ 1 1I • STD. DOUBLE ANGLE SYSTEM =I #6 AT6" & B -200 I I I ®, a1 '" zII 0 a/ -SEE PLAN :1E5 ACH \S3 aBOLTED/WELDED WAYT I p0/ \ 1I Ia,= SLAB OVER WOOD DECK CONNECTION w 3/" BOLTS CONCRETE SLAB OVERIiI , I ` / \ a 1 1� r�;SEE PLAN / 4 STEEL DECK SEE PLAN x3/a - I 1 x `�( ) ( ) 11 - - SB:LS � I EXTERIOR FINISH � � s I I � \ 1 \ �� �Xcr o _ 3/4"x8" » „ 54 BENT PLATE „ _ S 2x4x/S ^ I 6a �,C 1 1� 1" 1� w N (SEE ARCH) — 14 LVL LEDGER w/(2) /4 x8 6 Y4 V 2 6 I HS - 10 I \-- ,. A� 1 I 1 U` AS SHOWN CONT. 7 \L- i L �. I �� �cA 7 1 \ o ANCHOR RODS AT 32 O.C. I a L I (TYP) 1 .�4► Zi-�Ai i � r� \ TYP. S300 I i I 1' Ij __ /-'--' � �cA 1 ; Iz3I 00 CONCRETE WALL Y"V2-6 I SIM I S� I ,� 1,5VL18 GLV. STEE DECK �� U.) 4 / , 4 I �—- a/4" (t=2. ) TOPP�G SLAB 1 0 SEE DETAIL- S300 I I I I pGE - 1 1 �-A D 6x6- .1 xW21 WF TYP 4 L �1 \/ S100 Y4"› _ D REMOVE AND REPLACE I I S200 Ii t 14 VL/ 1 \\ 1 ; ` 0 5 STEEL BRIDGE w/NEW TO I I —- 4- SIM /(1'-0"/ Bs WEB STIFFENER PLATE I J�-;-' 1 \ J MATCH EXISTING I S200 11 /6„�. EACH SIDE SEE DETAIL- I 1 1 SLAB DETAIL SLAB EXTERIOR WALL 0 \ ,�� 8 SCALE: 1/2"=1'-0” _ PLY»x10"x0'-10" w/(4)5/8"4 A.B.'s 300 I ' I JIM % 0 p/ \ 1 1 \ ' .X p AS SHOWN (CENTERED) I I I I SIM '`� \ \ ��� � ,S. CONCRETE COLUMN _/,�eekiee. 2x6 STUDS AT 16" O.C. w CONT. 2x6 PT-BOTTOM SEE DETAIL-cp, 7,,,,,_ ,1 ' '`, � )/ BOLTSNCHOR 5 „ EXTERIOR FINISH II 1 ��. ��� �` SEE DETAIL LL PLATE. ATTACH TO CONCRETE w/ /8 4x10 A.B. s /ir (SEE ARCH) •� AT 32" O.C. & WITHIN 12" FROM EACH SPLICE OR EXISTING FOUNDATION \ 9 530 LO TO REMAIN IN PLACE 4 R., / \ S3p0� . CORNER (TYP AS SHOWN, 0 #6's BENT BARS AT 48" \S300 6" O.0 AS SHOWN ao ♦ — - ALT. BENDS �� _ WALL BELOW SLAB DETAIL COLUMN AT SLAB OVERHANG — RETAINING SLAB OVER WOOD DECK SCALE: 1/2"=1'-0" I I I - - — —' SEE DETAIL-0 - - _ f(SEE PLAN) ' - No. Description Date • - - 1A EXTERIOR FINISH 45300 \ 12''Da A G.L."G" WALL REV 09-11-18 (SEE ARCH) • . O A GARAGE SLAB REV 09-24-18 L3x3x546" CONT. AS SHOWN I I I 4 TAILS 10-06-18 _ CONCRETE OVER PAVER 546" WEB STIFFENER PLATE I, /� STEEL DECK SYSTEM /4\ SHORING DETAILS DETAILS 10-30-18 j EACH SIDE \ - (SEE PLAN) I / li _. \ --� \ GARAGE REV, 11-09-18 CONCRETE WALL l,Illllllll l l l l l l l l l l l l l l REMOVE AND REPLACE--//// EPLACE ( 'i, 1 SEE DETAIL— 4 Fill -- - - - -- - STAIR w/NEW TO MATCH �'I _ I GARAGE REV 11-21-18_ S100 EXISTING I 0 7\ SIM I _ I 1 o STEEL BEAM Y4 = Y4"r _ ` `� SLAB DETAIL SLAB EXTERIOR WALL 1 SCALE: 1/2"=1'-0" (SEE PLAN) = i 6 �� CONCRETE WALL 4 2x6 STUDS AT 16" O.C. w/CONT. 2x6 PT-BOTTOM EXTERIOR FINISH SEE DETAIL-m I 9 PLATE. ATTACH TO CONCRETE w/ 5/8"4x10" A.B.'s (SEE ARCH) .D10' AT 32" O.C. & WITHIN 12" FROM EACH SPLICE OR 0 0 CORNER (TYP AS SHOWN) Y4"D SLAB DETAIL SLAB RETAINING WALL 5 #6's BENT BARS AT 48" SCALE: 1/2"=1'-O" HEADER / POST SCHEDULE ProjectNumber 000000 L4 x3Y2 x46 CONT. 6" O.0 AS SHOWN cop O /I AS SHOWN (LLV) ALT. BENDS /-SLAB OVER WOOD DECK PL3/s"x6x0'-6" WELDED TO 0 HEADER POST N Date 7. 13.2018 2x6 STUDS ® 16" O.C. FOR (SEE PLAN) CHANNEL WED STIFFENER ALL EXTERIOR WALLS, UNLESS 1 AND BOLTED TO BEAM w/(2) DrawnB • - - - - 3/4"THRU BOLTS AS SHOWN 1O (2) 2x8 HDR 1 (3) 2x4 POST OTHERWISE NOTED. MASTER LEVEL FRAMING PLAN NOTE: y ASTRA >� 3-SIDES 1/4„=1'-0” NORTH ALL STEEL COLUMNS FROM • YB 0 (3) 2x8 HDR 2� (2) 2x6 TS, (2) 2x6 KS ABOVE SHALL PENETRATE PLi �� 11 SHEAR / BEARING WALLS SHOWN ON THIS FLOOR SYSTEM AND BEAR 3/8"x 4"x0'-6" w/(2) BACKFILL ONLY, NO PAVER � �, IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII III- O (2) 9 1 /2 ML 3 (3) 2X6 POST PLAN ARE FOR MAIN FLOOR WALLS DIRECTLY ON STEEL BEAMS OR 3RD FLOOR FRAMING 3/8"x 6Y8" HCA NELSON a FRAMING AT "SIM" SYSTEM .�, 1 FOUNDATIONS BELOW. (4)3/4" x6" LONG A.B. STUDS CENTERED SET 14" LVL LEDGER w/(2) 3/4"x8"" ,L —INTO WALL CORNER ® (3) 9 1 /2" ML 4 (4) 2X6 POST No PLAN PLATES AT 24" O.C. 0 �_ ANCHOR RODS AT 32" O.C. _111 BEYOND 5 NOT USED 5 (3) 2x8 MARK SHEATHING & FASTENING SILL CONN. ALL WALLS OVER 12'-0" IN AS SHOWN (TYP) CHANNEL rl WALL RETURN_,� TO ANGLE y4"� " I� HEIGHT WILL BE FRAMED AS NOT USED 6 (1 ) 4x4 POST Treated SIMPSON TITAN HD Y2"x8" DOUBLE STUDS © 16" O.C. 2-6 BEYOND 6 3/8" WOOD STRUCTURAL PANEL (STRUCT 1 EXTERIOR FINISH — ' CONCRETE WALLAT 16"O.C. AT FOUNDATION (SEE ARCH) + SEE DETAIL- 4 7 (3) 11 7/8" ML 7 HSS4x3x3/8" COLUMN SW-1 SHT'G) - 8d common nails © 4"O.C. AT EDGES � #14 WOOD SCREWS x 5" AT EXTERIOR FINISH CONCRETE WALL 3 AND 10"O.C. AT INTERMEDIATE STUDS SIM S100 (SEE ARCH) SEE DETAIL- ® NOT USED 8 HSS4x4x/8" COLUMN 6" O.0 INTO WOOD MEMBER 11 S 3 0 0 D10 90 (2) 2x10 HDR 9 H SS3x3xY4" COLUMN y = LOCATION OF HOLD-DOWN SLAB DETAIL SLAB EXTERIOR WALL © (3) 2x10 HDR 10 POST FROM ABOVE SEE DETAIL- Ali Deo ' (-8- .Dior SCALE: 1/2"-1'-0" 2 SLAB DETAIL SLAB RETAINING WALL 11 (5) 2x6 POST Scale AS NOTED ^ .� ._.-,\.. SCALE: 1/2"=1'-0" it4 411,.15 e 4 .ril Q07.1 12/28/18 • til A..isTA CONCRETE WALL SEE FND PLAN WOOD STAIR TREADS (SEE ARCH) ENGINEERING L- - ° 7887 E. Belleview Avenue, Suite 1100 LY4"x3x3x5" LONG A' Englewood, Colorado 80111 TYP EA SIDS 4303-475-5691 Telephone —— ° 4 ° E-M ail: t antra m ail.corn I SUBFLOOR 13-SIDE$› • VIII ' r (SEE PLAN) 1(TYP) Y4 �✓ co �i� _ , - ATE ��� �A z .4#414,414 ONG ANCHOR 2 I HILT/ HIT HY-200 1 200 # P) FULL PENE. s 5/6"xd5" BENT ih",* PLATE (TYP) 7 L HANiNEL HSS6x6x3/8" STRINGER #0 V E PLAN) 1t,teNec , IF (TYP.) ° -,2DETAIL STRINGER AT STAIR / " F.... . / s SCALE: 1/2"=1'-0" CONCRETE WALL `t ` . C7 SEE FND. PLAN6 ',wk%, z - 9 4 rail 3 17/6 LVL 100 ' PLAN STAIR ASSEMBLY �l ---\ 1 SCALE: 1/2"=1'-0" © Kt, 1 (._... ._ ... c. _ cv0 (1) 5Y4' 11�/a' PSL '� 1=1 v, cm CONTROL JOINT II 48 #6's BENT BARS AT;64_7 (3) 1�/a' LVL �� + = - _, 6" O.0 AS SHOWN CONCRETE SLAB 04 ALT. BENDS C=2 0 (SEE PLAN) 1111111 T.0. SLAB � ---------------- � � � � ELEV=8238'-6" . •• •. , ••� • to 6 c 16"a 1111111111111111 N.O. i' A -111-111-111=111= �iN�D°�D°�D°�Gc111=111-111-111—I I1 ;, i0----- - /- • �D°•� °tea° IIIIIIIII-III- f ��� �i� IIIIIIIIIIII 7-----A - r-4 I 14" JOIST w/SIMPSON MIU1.81/14 Jao�D°�Da�D°�� 111111111-111 — �]/ OO 00 HANGER (TYP) SEE PLAN • • Kg9A960�-111111111 - D0 D° D0 D°� 1i 1,111 1111111 IIIIIIIIII I �1) 5Y4�D°�D°����I 111111111(2) 14" LVL LEDGER w/(2) 3/4"x10" � � � 111111111 ANCHOR RODS AT 16" O.C. • ' �D° D°�D° D°� ;-:,,�',�; 111111-111-III 111111101111111111111101110111111111il I (TYP) �D°���D°� 111-111-111- �� Kg9 �� 111-111-111 11 • • 1po oon oo D° 111 111 111- IriaragArg � ' D°�D°�D°��g�111111-1111 A #5's VERT. AT 12" O.C. �n� FRONT FACE OF WALL • . �D°�D°�D°301 11 1 1 1 1 1 11 ' � � � -111 111 111 $11 0lMIIIIIII „WW ,. D°�D°�D°�D°�� ril 11 111=11 11 I ,,,,,,,v9„,,,,111,111,111, IIU � „„„........, #5's VERT. AT 8" O.C. • ' )� � � � - i. � � 11 , D°�D°�D°�n H I 1-111-11 I 411111111111i BACK FACE OF WALL • . )0000000091-111-111-- 1'I_-i_ �� iii g v 2x10 LEDGER ATTACHED TO ----A1n� D°S OVO 11 11 W1 SII-III •- i 1111111111111111111 CONCRETE w/(2) 5/8 b x8" ,��������=111= 1 - I NI °' 01111111111111111111111111 to , I fi -x-7, � ,n _ EXISTING UNDISTURBED _ A.B.'s AT 32" O.C. ,n n 111_ cv ,.D°�D°OM�/D° D ! NATIVE SOIL li 1 I I III X DD PLYWD j°: j / °° °° IIIIOOR ) - 1 =0 1 0T.O. FLR. ■PII D I a 001 isr.77 1 _ 1 �Olinl � 1 Ay Airl X ' ELEV.=8224-3 ��-� � �/�. � -111-111-, � _.�i�t� �. � � �I II11111 --1111144' �_ 11 _ ID°�D°�D°�D°cl-III-111 ill _ Q1. - S�� PLAN OIST 3/4' MINUS CRUSHED ROCK `t - too 1 �D° D°�D°o< AND/OR RAV '� D/0 GRAVEL ill _ _ I I� WOOD BEAM WOOD JOIST J�, ;wfwsiD° D° /, x ea �� SEE PLAN SEE PLAN / � 5! 1 - 011 r, ' �® my- 111111110 I #4's HORIZ. AT 12" O.C. r---/Ca.ig97301V=111=I= 111 '' _ X - 111111 �I ■'■ Al �DO �DC 1111 Illf\ jt- - i — mai 4111 EACH FACE AS SHOWN (TYP) D° D° D°c 111= o . 4 1 l 5's VERT. AT 8" O.C. VS0g960g9S0111=1 i siiiiiiillilli BACK FACE OF WALL CN� D°�D = DRILL AND EPDXY NEW DOWELS V1``! SIM 8 I o- is I FULL HEIGHT `,S� � ,111 .. TO MATCH & LAP VERT. WALL 0_ I � C,2x3�� D° D° ° a BARS INTO EXISTING FOOTING l = o 0 �� - I \5100 D1Do�g9SVG111 BELOW SET IN HILT/ 0I �r 117/8" LVL LEDGER ATTACHED �D D° D° D a HIT-HY-200-R ADHESIVE - fry � � lailoos 0 5 �n� - - � 4 0� TO CONCRETE w/(2) /8"D x8" J�JaO�/ 900g°j 111- ' _........i* A fp A.B.'s AT 32" O.C. • ?_0090000-111=1T.O. PLOWABLE FILL I — _III 111 ELEV.=8214'-3" 01 $CI - =j �' 1 1 IA 11 PLYWD • • -11111 - NEW WALL w/ROCK ...wiii T.O. R, - FLR. ----------------- SUBFLOOR PLOWABLE BACKFILL (SEEPLAN) I r 410111.11. 11111011111 , ELEV=8212'-11" = AS SHOWN VENEER 1 o — tOS #5 DOWELS TO MATCHCaf)4 4 VIII AND LAP HORIZ. WALL S200WOOD I—JOIST -III 111= !' BARS AS SHOWN. DRILL AND I 11yo '' w (� SEE PLAN a III- EPDXY INTO EXISTING WALL L OJ11 #5 DOWELS TO MATCH -• SETIN HILT/ HIT-HY-200-R of, i P AND LAP VERT. WALL '� ADHESIVE - _ �2) 14 LV /�� II #5's VERT. AT 12" O.C. -111 BARS AS SHOWN �•°sa�fa1 - I - 10,6"O :III illtA CRAWLSPACE FRONT FACE OF WALL ` 11- 22" 0100 4 < �� , f I OR JOIS S © •'' > 5's AT 8" O.C. f� x O F 0 / Oco #5 DOWELS TO MATCH # `� D k ____ 2T.O. FTG. AND LAP VERT. WALL =i TOP & BOTTOM AS SHOWN • - I 10LLELEV.=8209'-3" �`- 36" BARS AS SHOWN \ \ \ IA �— ` 111= NEW FOUNDATION mati GI0 1 LO - • 11 1SEE DETAIL-© I S2' 1111 111 1 - ' S200 CRAWLSPACE I 1iAdr"rifi 1 ,_111_11 � rarilf ro - �I 11111 11�i #4's AT 8" O.C. TOP I f. v ' I=1 I ' & BOTTOM AS SHOWNo I ISIM VE I 11 wA1 I CR ES ACE 1 Nm OPTIONAL / 3'-6" 1'-0"� 2'-0° 11 I S21-0� SLAB ABO EXISTING FOUNDATION \ No. Description Date 04 A 6'-6" TO REMAIN (SEE PLAN) I I _------� O ^ G L."G" WALL REV 09-11-18 DETAIL RETAINING WALL AT GRID-LINE "G" /1PLAN CONNCETION AT EXISTING WALL \ \ 1 --_-------- - ----_�- GARAGE SLAB REV 1030 09-24-18 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" L- __ ----- A SH❑RING DETAILS 10 30 18 I _-- A GARAGE REV. 11-09-18 EXISTING FOUNDATION _ --� TO REMAIN IN PLACE — L --- GARAGE REV, 11-21-18 CO i 11-1 I I © 6 0 0 9 U HEADED POST SCHEDULE II NOTE: 2X6 STUB ® 16" O.C. FOR O HEADER POST ALL EXTERIOR WALLS, UNLESS OTHERWISE NOTED. Project Number 000000 O (2) n (• 3) LIVING LEVEL FRAMING PLAN NOTE: 7. 13.2018 2x8 HDR 12x4 POST ALL STEEL IT FROM Date O ABOVE SHALL PENETRATE 2 (3) 2x8 HDR 121 (2) 2x6 TS, (2) 2x6 KS 1/4"=1'-0" NORTH FLOOR SYDIRECTLY STEM STEELD BEAR BEAMS OR • (2) 9 1 /2" ML 3� (3) 2x6 POST SHEAPLAN RAREBFORIMAINAFLOORHWALLON THIS1 FOUNDATIONS BELOW. Drawn BY ASTRA ® NOTE: (3) 9 1 /2" ML 4 (• 4) 2x6 POST ALL WALLS OVER 12'-0" IN ONOT USED 5 (3) 2x8 HEIGHT WILL BE DOUG E STU S 0 FRAMED" 0C. 2ND FLOOR FRAMING © NOT USED 6 (1 ) 4x4 POST Treated PLAN MARK SHEATHING & FASTENING SILL CONN. O (3) 11 7/8" ML 7 HSS4x2x3/8" COLUMN 0 NOT USED 8 HSS4x4x3/8" COLUMN 3/8" WOOD STRUCTURAL PANEL (STRUCT 1 AT 16" N TITAN HD /2"x8"O.C. AT FOUNDATION SW-1 SHT'G) - 8d common nails © 4"O.C. AT EDGES #14 WOOD SCREWS x 5" AT O (2) 2x10 HDR 9 HSS3x3xY4" COLUMN AND 10"0.C. AT INTERMEDIATE STUDS 6" O.0 INTO WOOD MEMBER © (3) 2x10 HDR 10 POST FROM ABOVE = LOCATION OF HOLD-DOWNS200 11 (5) 2x6 POST SEE DETAIL-/ 7\ 8 Ami :.)_21.5d) •D2O? .D10, Scale AS NOTED ,.„:74004.00.44, M. EXTERIOR SHEATHING WALL 0 (SEE SCHED.) 2x6 STUDS AT 16" O.C. w/CONT. SLOPE BEYOND 1017 2x6 STUDS AT 16" O.0 2x6 PT-BOTTOM PLATE. ATTACHY2 EXP. JT EXTERIOR FINISH s _ _ _ J >--<, EXTERIOR 12/28/18 w/CONT 2x6 BOTTOM TO CONCRETE w/ /$"0x10" A.B.'s -co < INTERIOR FLOOR ARCH) �� � A . > m SLAB /PATIO SLAB PLATE (SEE AT 32" O.C. & WITHIN 12" FROM =i= Ti-'Ti — Lu v 2x6 PT-BOTTOM PLATE. ATTACH EACH SPLICE OR CORNER PREPARED SOIL .ITI' TIIIITi11111=1 II=I Q Iwo \ SSEOE PLAN 4. is _R TO CONCRETE w/ /s 0x10" A.B.'s (TYP AS SHOWN) -III=III FLOOR DIAPHRAGM s " (SEE SOIL RPT.) Ti - / > cn(SEE - AT 32" O.C. & WITHIN 12" FROM Y2' EXP. JT 1=11=11 II I GIST ;hili X11 -I I-I I-I I-I I-I I-= \ Il1I ITir1ITi ITI T-IT _ '_"= -1 =1 PLAN FOR J - I- - DIRECTION) EACH SPLICE OR CORNER EXTERIOR 2-#5's CONT. AS SHOWN klllll l l l _111_111 III III III III III III -III- II-III, ENGINEERING INTERIOR FLOOR - - - - 1j_ - 2-#5 TOP & BOTT. (TYP AS SHOWN) SLAB PATIO SLAB TOP & BOTTOM CP . /III III=III=III-- -111111_ III1j -i -111 moi- 2 #5's CONT. TOP o SLOPE E111 Z II-I (CONT.) 7887 E. Belleview Avenue, Suite 1100 ( ) T.O. SLAB - Englewood, Colorado 80111 T.O.W. & BOTTOM AS SHOWN \ \ #5 BENT BARS AT 12" O.0 SEE PLAN SEE PLAN z - #5 DOWELS w/STD 303-475-5691 Telephone , - w/STD. HOOK AS SHOWN #4's © 12" o O E-Mail: t antra mail.com ,- ,, ,- 11=111=111=111=111=1117HOOK PLACED ATy." @ g ;, GRADE —11— 1- 111=111=111=111=111- O O.C. CONT. - I #4's © 12" 11/4 _ _ _ \ \ PREPARED SOIL 1111 ,l11EIl iiil 11111 h Ti o 12" O.C., CENTERED #5 VERT. BARS TO / -____ = o TI=ITI=1 #5's AT 18" O.C. TOP I O.C. CONT. MATCH SPACING AND �IIIIII111IIIIIIIII,�1 111III111=1II= (SEE SOIL RPT.) 11=11 111; AS SHOWN • • FOOTING LAP DOWELS BARS EIl 111- \ �`fi 11 » =I'' 2-#5 TOP & BOTT. Ti z za w (SEE SCHEDULE) AS SHOWN Jr I (CONT.) -111 cwn ` ' Y2" EXP. a� o \ \ (CONT.) JT. z I (4) #4's EQUALLY • 6 \- #4's © 12" O.C. u) #5 DOWELS w/STD #4's @ 12" SPACED AS SHOWN 8» ��` E. `h CONCRETE SLAB I�,' CONT. AS SHOWN w HOOK PLACED AT • O.C. CONT. / / 11 'Lk Ca �� - \ (2) #4 s EQUALLY - i..-�•• fe < oSEE PLAN .•' + FF N� 12" O.C., CENTERED z 1 -6 1 -2 10 SPACED AS SHOWN T.O. SLAB > I w Q / / / • SEE PLAN - -Ni- • w #5 DOWELSAwD STD `� FOOTING AT PATIO EDGE FOOTING AT OPENING 9 6 �• '' 1 w Iii / HOOK PLACED AT \ \ • 1 . FOOTING / 8 / 2 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 4 ' .* , d PREPARED SOIL -��� • '` • (SEE SCHEDULE) I ' •.•; � 1 (SEE SOIL RPT.) SEE PLAN0 ti •71 i ;1111 ' PERIMETER WALL AT PATIO0 0 41'-0'/ " 1111111111111111111111 \ 1/ " SCALE: 1/2"=1'-0" 7'-$72 CON'T FOOTING 1'-2" T.O.W. ELEVA SEE FTG. SCHED. NOTE' T.O.F ELEV.Q, 8210'-9Y4" P ( ) DO NOT PLACE BACKFILL 2x6 STUDS AT 16" O.C. w/CONT. 8204'-0" SEE PLAN UNTIL WOOD FLOOR © — -1 .. 1 .x/ / 2x6 PT-BOTTOM PLATE. ATTACH DIAPHRAGM IS INSTALLED. I Ian TO CONCRETE w/ s/s"0x10" A.B.'s Otai S100 T.O.W. E EVA _ _____,-----r-0- 00 w 1- T.O.F. ELEV. 8210'-1 . P - I I 1 .. . - BENT BARS AT 18" AT 32" O.C. & WITHIN 12" FROM I 8202'-6" r _ 1 m _1 = OD #4EACH SPLICE OR CORNER _- FOOTINGAT EXTERIOR WALL O.C. AS SHOWN• (TYP AS SHOWN) I -;--- ____-----'1 I1 STEP W = 4 SCALE: 1/2"=1'-0" CONCRETE SLAB ON (3) #4's CONT. EQUALLY © -,------- _ ------ ___1------1-- - I IT.O.W. ,_ o T.O. GRADE (SEE PLAN) SPACED AS SHOWN ____---- �I _____-- 1 ®� lO5 0 = 0 2x6 STUDS AT 16" O.C. w/CONT. 2x6 4x4-W2.9xW2.9 WWF _----- I __- 1 ___--- _ 12'_3" I - J PT-BOTTOM PLATE. ATTACH TO CONCRETE w/ /CENTERED r - ----_- - -_ I 1 1 ,1 o - %"0x10" A.B.'s AT 32" O.C. & WITHIN 12" FROM T.O. SLAB T.O.W. ELEV, I - ___- I 0I �. i .. . i--} \ \ _ T.O.W. ELEV o EACH SPLICE OR CORNER SEE PLAN r �� T - 8210'-1Y4" --- ___ ---- 15' 8" 8216'-3Y4" P 0 1 9 \ _ * ck- (TYP AS SHOWN) //-I 2,/6„ /. I -__-- 1 510Ai 0 _ w, (LAP) 0 6—MIL. VAPOR II I1 1� I I— —I T.O.W. r " 4" THK. CONCRETE SLAB REINF. 1 T.O.F. ELEV. / I SEE PLAN EXTERIOR FINISH \ ��� /� �� BARRIER (TYP.) 1 I 1 13' 1 w/6x6 W1.4xW1.4 WWF OVER 8205'-6" I I \ GRADE 11 ARCH) II 1 Y2" EXP. JT. I - I(CONT.) _ _ � \ \ COMPACTED SOIL CO PACTED FILL (TYP) U.N.O. I0 I STEPA 1 RE: PROJECT SOIL REPORT I T.O.W _ SEE PLAN I 1 11 -11,8202'-6"LEV. ,�FIN SH SLAB ELEV.:8210'-2" T.O.W. ELEV 11 1111IS 1 T.O. SLAB TT I11I�II�1=11IIII�III 111II11�1 lo / f BASE MATERIAL I I - SEE PLAN _ • . gr-T (SEE SOIL REPORT) I I \8210'-9Y4" P O _3 1 - -_„ = - T.O. . ELEV.A -- _ _ ©I \ I T.O.F. ELEV. / _ __--I H11 II "1 /I� 1 8204'-0" T.O.F. ELEV. �� 8209 -7Y4' - _ --- v, Z SECTION AT BRG. WALL ' , 8205'-6" �_ I T.O.F. ELEV. PREPARED SOIL "=11 X11 w I I5100 -_J ° _______� I 8205'-6" / - �� SCALE: NONE / 3 _ _ _- - / (SEE SOIL RPT.) o I - - - 0 - 1 1 -1 _ _ - 3 I - / r > 4 I I II \S100 L- ___-- 1 T.O.W. ELEV.A I -1 • • 6" BRICK I I O -� ,--- LEDGE _J I � 1 8221'-0" #5 AT 12" O.0 TO MATCH LEDGE I I _ _-T - ___-- _--- ® L r 1 AND LAP DOWELS 1 1 L- _-r ____ ----- o p1 1 I 0 0 I �. • �t FOR ADDITIONAL REINFORING r-- 1 AS SHOWN SEE DETAIL- I -- -1 __I T° I 1 I • —1 _ - T.O.F. ELEV. I-- -1 .� CON'T FOOTING 1 _ - --- Et U' 13 9 1 8207'-4" I 1 m C0 (SEE FTG. SCHED.) 1'-2" NOTE: ELEVATOR HOISTWAY S100 A - I r ® L----1 I m I I FOR REINFORCING STEEL SEE ELEVATOR MFR. REQ'S I 0 I 0I 1 SEE DETAIL— 4 • }'2" EXP. JT. I I T.O.W. ELEV. II I I II 1 ° 0 I0 I1:0 G s SEE PLAN THICKENED EDGE OF 0 S100 (CONT.) O Ir _�I 821 O'-9Y4" I I O 4" THK. C•NCRETE SLAB REINF. 11 1 T.O.F. ELEV. I ° I 1 w 6x6 W1.4xW1.4 WWF OVER CONCRETE SLAB 1 / I 8209'-O" 1 $ T.O. SLAB I I I -� BEYOND V SEE PLAN 6 I I ^ COMPACTED\ FILL (TYP) U.N.O. I I I - 5100 k T.O.W. ELEV. 6 EXTERIOR FOOTING T.O. SLAB % �a+Wa+`_ " 5l00r 1 •'� 1 1 '©� RE: PROJECT SOIL REPORT 1 I 1 gl WINDOW SILL (SEE ARCH) .' iii-1 �� T.O.F. ELEV. 0 1 SCALE: 1/2"=1'-0" SEE PLAN =III=111 =III-VIII I S10 SFINISH SL B ELEV.:8210'-3Y4" I DEPRESS SLAB II JA I © 4" THK. CONCRETE SLAB REINF. ,• IIII111111 -III=i��_ rla 1 8205 -9 I1 II FOR SHOWER I w/6x6 W1.4xW1.4 WWF OVER III 1� 4•rI /41 I II \i1 11I I (SEE ARCH) 1 1COMPACTED FILL (TYP) U.N.O. =/III_= 1I T.O.F. ELEV. I I I \ RE: PROJECT SOIL REPORT PREPARED SOIL aII 8209'-0" 11I I 1110I ''2x6 STUDS AT 16 O.C. w/CONT. (SEE SOIL RPT.) I I 1 I I 1 IFINISH SLAB ELEV.:8218'-1"2x6 PT-BOTTOM PLATE. ATTACH 1 IDEPRESS SLAB I1 I �� kb% I0 I TO CONCRETE w/ s/s"0x10" A.B.'s T.O. SLAB1'-0" 1 FOR SHOWER I I I I T.O. %� I I DD AT 32" O.C. & WITHIN 12" FROM - SEE PLAN CON'T FOOTING / / ( ) 1 I 1 8 I I •SEE ARCH I 8221 • I O ,. (SEE FTG. SCHED.) 3'-O" I 1 1 I 1 1 T.�•W•- EACH SPLICE OR CORNER T. Akili r, / / I 1 1 I � TEP ELEV. (TYP AS SHOWN) -iTI III-III=III-III-III=III- 1 I Q\ 8211'-6" ,� T.O.W. ELEV. \ 1 rill=III=IIIIII=Ili- REMOVE EXI' ING I I 5100 /� 8237'-3" \ ) • 1-1 _I 11111 /` \ -111=111HyPREPARED PREPARED BACKFILL / SLAB AT ELEVATOR PIT O7 II0 FOUNDATION I I I I ,� T.O.W.TBOW-3LEV. 2x10 LEDGER CONT. ATTACH To 0I 1 ELEV. E J s _ = SEE SOIL RPT. SCALE: 1/2"=1'-0" I I DEPRESS SLAB 1 1 1- 1 ( ) I 8209'-0" 4 1 CONCRETE w/ (2) /s 0 x8" A.B.'s • /I I - - FOR SHOWER 1 I 11? 1 AT 32" O.C. AS SHOWN I111I1=1I111-- STEF1 , 11 (SEE ARCH) - I �I T.O.W. EL V. I 1 1 T.O.F.\ ELEV. '4:0_ 1111 SUBFLOOR 1=1 #5 VERT. BARS TO T.O.1=11 T.O.W. ELEV. 1 I I �� 8237'-3" I I L 8213'-0" i- • • =III-III- MATCH SPACING AND #5 AT 12" O.0 TO MATCH 10 1 8210'- " 1 1 1 X - 1 ._ -I T.O. FLR. /III- AND LAP DOWELS W I I 1 ------III -18217'-5" 1 LAP DOWELS BARS _ - SEE PLAN ^, 1 Liaii54\ I • W L V. \� 10 _ I I I ' �8 S" I I o II IIG AS SHOWN AS SHOWN • GRADE o I lEn 1111 • TIIID Ill IMI IMI 111 IMI 111 I1�_ 1° IT.O. SLAB ELEV I- I 11 I 1 #1 1 \ ® -' J- #4's @ 12" 0.C. =III=III=III=III -III- \ O I _ • 1__ I1 111 CONT. AS SHOWN T.O. SLAB . � 11III-III-III- DD o 4 1 I 8209 -7Y41 - 1 �� 1 I 1\ 11 1M� 1 1SEE PLAN „_ I' -III I I 1L, JWOOD I-JOIST '� 6 I S m SEE PLAN 1 I I II - = � � 4; Q, A5100 - �� I 1 /'� I 5100p � - .� 1 a I I �Q\ O / • 1 \ 4 STAIR �,,� 0 CRAWLSPACE III IIIIIII 111 DOWELS w STD HOOK 1'111VIIII1=11III,II,IIII111 • 1 I - ° I - /®� I 5100 L- 1 82 ' \ 5100 FOOTING, 1 #5 / PREPARED SOIL #4 s © 12" �D0 S1OO I �� 1 • -III VIII PLACED AT 12" O.C. TO (SEE SOIL RPT.) O.C. CONT. Z I _ --- 1 1 I'___ _�-�� � II \\ ....._.r.14,- - 7-1"-- \ 111 DTII 1 MATCH AND LAP WALL 0 - _ __-- I 1� \ / I III REBAR AS SHOWN w_ -_-- 1 I _ /e\ 1 k T.O.F. ELEV. \1 1 D PREPARED SOIL 1 IiIT111 -111 _iil_ #5 BENT BARS AT 12" o.0 - O 1 I - 1 I 1 1 _11 i— 1I 111=1 • I I=1 I -- � - co �� I I— _111_11 ��� �� w/STD. HOOK AS SHOWN Q o I ° I I I ®�I �Gl1 \\ - 0 0 1 /� I 8213'-0" - / > _1 I 1 I .\.6 I \ 10 -- (SEE SOIL RPT.) �- 2-#5's CONT. AS SHOWN • 0 1 O3 I 1 1 S100 I lO3 p� I 1 500 T.O.COL.• TOP & BOTTOMI T.O.W. ELEV.A I MI LY1 (1) SztintsrA I 8219'-1Y4' I111 111 I 8 \ 8237'-3" 1 0#5's AT 18" 0.C. TOPI0 II 100 ` 4 EDGE OF ELEVATED \ LLJ 0 8" 2'-0" AS SHOWN - I OCONT FOOTING / I � 1 S20• (SEEL SHEET S300)(SEE FTG. SCHED.) , 11 3'-6" 0 0 1 J / / I I ' O , .W.� Q (4) #4 s EQUALLY EXISTING FOUNDATION ' __°-_____ �- --I il k�►f� � oil \ RETAIN RETAINING WALL SEE SPACED AS SHOWN TO REMAIN IN PLACE L / 0 O WALL AT MECH. ROOM (2) #4's EQUALLY .. , , •, 82'-0" 1'-2" 1'-4" SPACED AS SHOWN I a 1 �� /b\ T.O.F. ELEV. �� SCALE: 1/2"=1'-0" / / / _ o, 11 8218'-0" D VT.O.F. ELEV. e 1 ta ,k T.O.F. ELEV. 1 0 EXTERIOR FINISH EXISTING FOUNDATION 8209'-0" °SW. • 8223'-0" `/ 4-#4's CONT. 2-EA. 1,6"1,1'-0"1,6't' (SEE ARCH) FOOTING AT PATIO WALL TO REMAIN IN PLACE - L� FACE AS SHOWN SQ 9 SCALE: 1/2"=1'-0" SEE DETAIL-'17117 1717 Ilir4001111° gig% 00,00,.. -04 _____\__ \ �I� 11 s ,k T.O.F. ELEV. 4-#4's I la T.O.W. ELEV, _- ` 1 / \ O. PREPARED SOIL LVL RIM BOARD I 04 (SEE SOIL RPT.) �— MECH. ROOM PLYWD SUBFLR. ? ►�� 82375 , \ ,® -�- 1\ 1 \ \ SEE PLAN ,,8‘237_7_5_ S200 8 = 111W 2x6 STUDS AT 16" 0.0. w/CONT T.O.FLR. I 1- k T.O.F. ELEV. I -'�4100 . TO \\� / /1\ - \ _ _-_ MI 8209'-3" EXISTING FOOTING TO iI _ Q EXISTINSa F DATION I BE TIED INTO NEW 1 A\ re! 1 \ N0. Description Date IIIHI I- it -ICI III - SII 2x6 PT-BOTTOM PLATE. ATTACH " " " " " " " " SEE PLAN 4- 5's w/STD. HOOK = TO CONCRETE w %"0x10" A.B.'s • EMAIN IN PLACE 1 I 11 _ „ # / / (VERIFY DEPT ) �. SEE DETAIL- I 8 ` 1 \ .J O AG.L. G WALL REV 09-11-18 2-EA. FACE AS SHOWN /III\� z AT 32 O.C. 8c WITHIN 12 FROM - 0 0 EXISTING FOOTING TO #4's @ 12 g . •• .. •� I I - T.O.F. ELEV. _ _ • O.C. CONT. EACH SPLICE OR CORNER / I W co0 BE TIED INTO NEW _ __ i 1TOC _ It 8228'-0" GARAGE SLAB REV 09 24 18 #4's AT 8" O.C. EACH o (TYP AS SHOWN) FLOOR JOIST \ I (VERIFY DEPTH) ___ -- -- WAY WAY BOTTOM AS SHOWN ICRAWLSPACE SEE PLAN i I 0I __ _ ___- SIN/ , ADD'L DETAILS 10-06-18 2-#5's CONT. AS SHOWN ____ w._ T.O.W. ELEV. 0 -- - (k)_‘•I 8237'-8" SH❑RING DETAILS 10-30-18 \ TOP & BOTTOM T.O. SLAB ------ _-- g'01% o SEE PLAN ___-- ik T.O.F. ELEV. A GARAGE REV. 11-09-18 S _ I • ,1 ` PREPARED SOIL ,- - , ea '�� / _ 8230'-9" (SEE SOIL RPT. _ _ _ _ _-- O T.O.W. ELEV. = - - vi= - T• ��' 5 I 6 � 11-09-18 \ ) TIII11 1 �1111111 #5 BENT BARS AT / L - \ gl 8237 -3 =I 111111-111 T.O.FTG. - =111=111=111 -1111 1 111-111- / E - G FOUNDATION N � 2'-0" 2'-O" 2'-0" SEE PLAN !_! I1 1 12" 0.0 w/STD. HOOK / / / / =IIIIIIIIl AS SHOWN (ALT BENDS) TO REMAIN IN PLACE — 1 I /6\ / 6'_O» / 11 O •' - 111 41) I 171_8" SQUARE (3) #4's EQUALLY 111E11 #4 s © 12 O.C. CONT. SPACED AS SHOWN I - '-CIW' 19'-10 5 —6Y2" 1 0 FOOTING AT EXTERIOR COLUMN III _ SCALE: 1/2"=1'—O" FOOTING AT MECHANICAL ROOM - 1 �� �\ ,_9„ r^ 12,_3" SCALE: 1/2"=1'-0" `, •_ � 13 2x6 STUDS AT 16" O.C. w/CONT. --ti-- 15' 8" 2x6 STUDS AT 16" O.C. w/CONT. 0 0 2x6 PT-BOTTOM PLATE. ATTACH 13'- " _ 47' 10" 6 ec Prot Number TO CONCRETE w/ s/s"0x10" A.B.'s 2x6 PT-BOTTOM PLATE. ATTACH l� MECH. ROOM PLYWD SUBFLR. 000000 AT 32" 0.C. & WITHIN 12" FROM TO CONCRETE w/ MECH.A.B.'s SEE PLAN AT 32" O.C. 8c WITHIN 12" FROM EACH SPLICE OR CORNER �^ ^ ( 5 T.O.FLR. 4 Date ( ) ELEVATOR HOISTWAY EACH SPLICE OR CORNERI ie 9 FOUNDATION PLAN 7. 13.2018 TYP AS SHOWN SEE ELEVATOR MFR. REQ'S (TYP AS SHOWN) SEE PLAN © DrawnBy ASTRA Y2" EXP. JT. 2x10 LEDGER w/(3) 16d IsIN -FLOOR JOIST 4"=1'-0" NORTH (CONT.)CONT. AS SHOWN ( ) NAIL INTO EACH STUD SEE PLAN TOP & BOTTOM _ T.O. SLAB 2-#5's CONT. AS SHOWN0 CRAWLSPACE FOOTING SCHEDULE PREPARED SOIL � V SEE PLAN TOP & BOTTOM FOUNDATION PLAN T.O. SLAB (SEE SOIL RPT.) IIIII 1 ��:� S T.O. SLAB i" NOTE: I -_111-1111 111 1 `� SEE PLAN PREPARED SOIL __ J SEE PLAN 2X6 STUDS ® 16" O.C. FOR O (W x TYPE ILEX D) REINFORCEMENT T.O.FTG. 1 II/II/1111 � � (SEE SOIL RPT. �• V = LOCATION OF HOLD-DOWN ALL EXTERIOR WALLSUNLESs _ ) �I Ill -•vp LISED. ' > SEE PLAN 111 TI IT'' Iii=Iil-111 -Ii1-111 SEE DETAIL- 7 8 ® 2'-o" x CONT x 12" (3) #5 BARS CON'T = i— 1 _ _ =1 LP :111=111=111=111= #5 BENT BARS AT 1 © 12" T.O.FTG. 111111111111111 -111�I-III-III= D20 D20 .D10► #4'sO #5 BENT BARS AT SEE PLAN 1111! 1 12" 0.0 w/STD. HOOK NOTE: ® 2'-0" x CONT x 12" SEE DETAIL 4/S100 O.C. CONT. -I =Illi ALL STEEL COLUMNS FROM 12" 0.0 w/STD. HOOK 11 1_ AS SHOWN (ALT BENDS) ABOVE SHALL PENETRATE — — AS SHOWN (ALT BENDS) O • 11111 II MARK SHEATHING & FASTENING SILL CONN. FLOOR SYSTEM AND BEAR ® 4 0 x 4 0 x 12" #5 BARS AT 8" O.0 EACH WAY (3) EQUALLY DIRECTLY ON STEEL BEAMS OR #4's �1I111' #4's © 12" FOUNDATIONS BELOW. O5 ---- SEE DETAIL 9/S100 SPACED AS SHOWN (3) #4's EQUALLY � SIMPSON TITAN HD Y2"x8" S 1 0 0 SPACED AS SHOWN O.C. CONT. 3/8" WOOD STRUCTURAL PANEL (STRUCT 1 AT 16"O.C. AT FOUNDATION © SEE DETAIL 2/S100 SW-1 SHT'G) - 8d common nails @ 4"O.C. AT EDGES #14 WOOD SCREWS x 5" AT NOTE: 1 2 FOOTINGAT MECHANICAL ROOM AND 10"O.C. AT INTERMEDIATE STUDS ALL WALLS OVER 12'-0" IN 7 2'-O" x CONT x 12" SEE DETAIL 6/S100 6" O.0 INTO WOOD MEMBER HEIGHT BE FRAMED AS - v ,. � ,i✓6.�..�.. FOOTING AT MECHANICAL ROOM " " DOUBLE WILLLUDS ® 16" O.C.o.c. 8 5 -0 x CONT x 12 (7) #5 BARS CONT © Scale AS NOTED