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Plans (39) C VE� OFFiCE COPY ' our 1 i 2016 CITY A D 3UI i;JING DIVISION REVISION A E2 19'-1" 4'-1" 13'-11Y4" 1'-p/4 , 18 20B 3'-9j " 33/" 120 POST ABOVE S9.2 D6 POST ABOVE D3 6x6 P.T. POST 6x 5 P. PO'.T • rte, W/ ACE6 CAPRI �� P.T. 1x6 FLAT W/ ACC6 C P I z DECK ABOVE 1 !',�, DIACONAL P T. 6x12 FDR -_-� ,, I I a — — r th` — - — i I� '�' -"4'-4' o E- r T E CH JOIST :- -.\`o o I-I D6 < o 0 2D6B D6F �' t COMMON WALL x BL ND L STUDS z 2016-1- b /- �AEOV � o 1 • 2 j r / u P.T. 2x LEDGER m I m a. Din E 1 Q a 2X TRUSSES % 6x81 HI' a J -,...i.., � AT 24" O.C. `- -1 o / _ 3Y2'x9Y2" BIG BEAM FB ooz o GT HU410 N_ WOOD TREAD, MAX. RISER 8" .4 ABOVE (ADD OR REMOVE STEPS AS Mech. �; j - 0° © � GT ABOVE 3'-p" REQUIRED PER SITE CONDITION) o / o 1 4 w 204j T pm ( ^ D1 11 D1 L., / Ii m ,_ R3 OCUP. FIREPLACE rr (� J� ~ i / DIRECT VENT CAS n , ! nonvr / (1 UNIT E-6 MIDDLE FLOOR FRAMING PLAN UNITE_6 LOWER FLOOR PLAN 1/4"=1'-0" 1/4"=1'-0" City of Y '1 i ard p4r ved !a nV' ms+ - 0 0 aLI-� 305 0 Sw Si/t1-17- /Cf. QLJ 3 / 3 7U`'/ sw /17.14,-/- Tri- 2,9-+ i 3 ? is sw s<lZi4f -ref. REVISION z L J l 3 7 /.4 sk' Si./7-147 7r.1774 1--t7. a.y- c /� 73(i ,St( Slltilf -7-1/4. Ttil PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN DATE: 08-05-16 SCALE 1/4" 1'-0" PAGE: PREPARED BY: DAVID R BURNETT REF. SHEETS: U1, U2 MA-10.1 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. REVISION B E2 P.T. 1x6 FLAT DIAGONAL 15'-4" BRACE, NAILED 20B 18 AT EACH JOIST x'1 -034 10'-10" x 3'-5%4" ' POST ABOVE D6 S9.2 POST ABOVE I t I qCOMMON WALL I I , -J6 6 P. . PO.T ,; I DECK ABOVE r ... a W/ AC:6 C'P I I 6x6 P.T. POST I 1 1 - o L., 7 I '.T. ''x12 DR ,- , W/ ACE6 CAP / �l _ / o Q D6 c- - - '-'1 4x8 FB i 20F —-— — — 20B u i — — o II N I z I I 4 COMMON WALL- D6 D6 o o 0o BEARING I T1 1111111111 I S9.2 2 9'-11" 5'-5" I o N STUDS ABV. D1 '' 'I w m♦ IIIM 2 ,8 P. . LEIIGER� - I I . I a WOOD TREAD, MAX. RISER 8" (ADD OR 3 I I REMOVE STEPS AS - 1}--- REMOVE REQUIRED PER o I SITE CONDITION), 3'-0" TYP. I e O c6) co co�© z a ninr_ �3 o I o MAIN FLOOR U IT K -6 FRAMING PLAN UNIT K -6 LOWER FLOOR PLAN 1/4-.1'-o.. 1/4-.1.-0" PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN DATE: 08-05-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: DAVID R BURNETT REF. SHEETS: U5, U6 MA-10.2 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 84'-2" 19'-1” 15'-4" 15'-4" - 3'-5" 4'-6" 11'-2" • 1' 3'-1" 4'-6" 7'-9" 7'-9" 4'-6" 3'-1" 1 3'-1" 4%4„ 6�4„ 2'-11" 8%2' 4 4%4„ 6Y4" 3,-7Y2„ 4" 4" .� 8A 3'-7Y2" 6�4" 43/4„ 43/4„ DECK ABOVE I s CONC. STEPS AS NEEDED +0'-0" 20B�I CONC. SEEPS AS NEEDED D6 CONC. STEPS A NEEDED ' '�� +0'-0" TO MEET FINISH D GRADE 20B 20B _�_ _ TO MEET FINISHED GRADE (> ---TO fv1EET F7NTSFiED-GKADE z--- D6 3 , 3 ♦ 6x6 PT POST 1(1// D6 = D6 �� TYP. — 6x6 P.T. POST W/ w 1'-03/4'1 . ♦ 1 I 6x6 PT POST W/ -0/4,1 n'-0/4" � o♦ o , o - � ABU66 POST BASE L ABU66 POST BASE _ I o�� I ABU66 POST BASE ^ter - o r , o a z -- - , r ;.:1----_Z_----------- --- .1 ?.._,;,,..7%.1„,c, I - ., i ��-� ^fir -__111 I 3*' O�G�-0'-9" T o I I Y �— 0'-9 `�' I ►•� I I _N , o -0 -9" -i1 20B L I I W L I 71- L- YP. 7g E L J Y _ �t L- . D6 ." 1'.'BO �/� 16 ~ F2 I ODNC. 16 I a_ 1 r °' rn r``'- 16 z3Th' ODS L / \\ o D2 W I I 1 3 ^� D2 ( P2J D6 IP-0'-8" N I S -N I I �u I o -2"3-413 -0'-8' d +0'-0" o —0.-8 SIM. +0'-0" \\\ I cn vet I 1 I .t HDU11 4p2/z HDU11O HDL8 DU11 I LCP-2) '-11" +0'-0" Wl _IP2 I I I P2 W1 +0'-0" P2 P2 ♦ ♦ ♦ r t * -_ Lc _-,_i.___ ---- ---- -- --1 L- - - ---- -- ___ E eiL jHDUllr_0'-2" —1 1 kl --__ DU14 HDU14' `HDU14H 1 DU J5 13 HDU14 ®© ©® HDU14 I I HDU1' HDU4 D2 S6.0 I +0'-0" -0'-2" S6.0 D2 1 D2 S6.0 -0'-2" +0'-0" I I cII 0 I I I I I I 11 I P6TN I I® ® 1 I I ® ®I I® REVISION REVISION 15'-4" 19'-1" f 3'-1" 1 3'-1" 4'-6" 7'-9" 11'-2" 4'-6" 3'-5" 4%4" I 43/4" 6�4" 3'-7Y2„ 4,. " 8// 2'-11" 6Y4", 434„ 20B 20B i I E CONC. SEEPS AS NEEDED D6 D6 I TO MEET FINISHED GRADE +0'-0" �� CONC. STEPS AS NEEDED i , DECK ABOVE x ♦ f 6x6 PT POST W/ N•,-03 ,1 n'--03/4" TU-MEE 1`FTNISFILD GRADE19 , '7% ABU66 POST BASE w r�4J L,� 6x6 P.T. POST W/ - I TYP. ABU66 POST BASE ^ter ' - o F- I .. I e i i L\_ -yP w L(75 • I J _0'-9>'�3h' CONC. I �r 208 1 P No D2 FZ I 1 F2 8A 16 PAM SLAB. D6 0 o I I ' 1 D2 ti• I P2 P2 -0'-8" ;w +0'-0" W1 IP2 I I D6 +0'-0" SIM. -0'-8' +0'-0" �I -11" I I HDU1 HDU8 W1 HDU1 z P2' HDU11 y__- _s_t_ t___ 1 i J DU14 HDU14' 1 ' � 1 r HDU11, -IDU14 I I HDU14 13 5 -0 -2 I I I +0'-0" -0'-2" S6.0 D2 I I I 13 5 1 I I ®I I® ® � i S6.0 D2 HDU4 I I � S6.0 I i I I I P6TN I . * I . I i LOTS 1 -19 FOUNDATION PLAN 1/4"= 1'-0" 5-FLEX BUILDING SHOWN, PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN SIMILAR AT 4-FLEX BUILDING. DATE: 08-05-16 SCALE: 1/4" = l'—O" PAGE. PREPARED BY: DAVID R BURNETT REF. SHEETS: Fl MA-1(L3 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. mmis UPPER FIN. FLR. --_ ='�I � liiimeimm I��I I�'"-I ._ UPPER FIN. FLR. - I 4 I I +6'-F6' I Iim +6'-io" I I I+6'-io" I 14 I --F-- — —� z I z e a -- 1- 1I -r I- -� 11 I I n rn T () ---1.=... — I— — — g —1--- c5 v rn I I � _ z RIM _ I _i rn _ _ rn ID I N . I IMI . --I h- I — 2 I C.72 b �.. = -1-1 I r- - - �_ . 14 N b TOP OF PLATE._ Ka `��TOP OF PLATE._: OWDER FIN. F . I Iii I t 111111 I P WDER FIN. FLR MIDDLE FIN. FLR. - , , �' ,b I l I I��' MIDDLE FIN. FLR. il- 0 1 D6 J L - 1 o ` ` LOWER FIN. FLR. r ' II II I ,-l r LOWER FIN. FLR. ` ` 20 8A 20 20 8A 8A 20 D6 06 D6 D6 D6 D6 D6 LOTS 1 -1 9 REAR ELEVATION 1/8" = 1'-0" 5-FLEX BUILDING SHOWN, PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN SIMILAR AT 4-FLEX BUILDING. PAGE: DATE: 08-05-16 SCALE 1/8" = 1'-0" PREPARED BY: DAVID R BURNETT REF. SHEETS: El MA-10A This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. cl' 1 1„ - -- "Z" FLASHING, FIT BETWEEN LAP jp SIDING, PRIMED AND PAINTED. Fr COMPOSITE SPACED DECKING T I SIDING 0/ BUILDING PAPER 0/ %8" TYPE 'X' GYPSUM SHEATHING 0/ EXTERIOR WOOD SHEATHING WHERE INDICATED MAX. ALLOWED OVERHANG PER COMP. DECKING MANUF. Y2" GAP P.T. BLOCKING /4+" PER STRUCT. 3 'V— 2x10 FASCIA BOARD BEYOND AT DECK EDGE 1 V — P.T. 2x DECK JOISTS PER STRUCT. SLIDING GLASS DOOR, INSTALL AND -r_ .- FLASH FLASH PER MANUF. INSTRUCTIONS. I L �1 f f METAL "7" FLASHING W/ DRIP ' &/ EDGE, PRIMED AND PAINTEDY in COMPOSITE SPACED DECKING SEE STRUC. FOR P.T. HEADER _ CONNECTION DETAILS PER STRUCT. - - ---\ ---J r 2x8 P.T. JOIST FRAMING PER STRUC-. iHANGER PER STRUCT. c. w RIM BOARD PER STRUCT. • i1 —J I •J ACE6, CONNECTION PER STRUCK LAP OUTER LAYER OF BUILDING PAPER OVER FLASHING. INNER 1 \ LAYER RUNS BEHIND SIDING. ' P.T. 2x10 LEDGER, PER STRUCT. 20 2 D3 z x 1Yz"-2" AEVERY LAG S 6" -,- •s P.T. 6x6 POST 2 6 - METAL FLASHINGG ' 20 _ I SIDING, PER ELEVATIONS � D6 1.5 IP 12 LEDGER AT SPACED DECKING 7 DECK HEADER AT OFFSET COLUMN 3" = i'-o" SECTION 3" = 1'-o" SECTION AND AXON R317.1.1.1 Field treatment/ Field-cut ends, notches and PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN drilled holes of preservative-treated wood shall be treated in DATE: 08-05-16 SCALE: AS NOTED PAGE: the field in accordance with AWPA M4 PREPARED BY: DAVID R BURNETT REF. SHEETS: D6 MA-10.5 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. REMAINDER OF DETAIL 20/D6 UNCHANGED FROM ISSUED SHEET MANUFACTURED RAIL RAIL SYSTEM ' SYSTEM DESIGNED BY OTHERS. • e : di CloF0 W I.: GUARDRAILS AND ATTACHMENTS VERTICAL RAILS ❑ kirESGNED AT 4" OC MAX. S GLEBE CONCENTRATED FORA LOAD OF 200 LBS APPLIED AT ANY _Sir_ ® POINT AND IN ANY DIRECTION ��� k,_- D6 ALONG THE TOP OF THE RAIL. ��_ rrEFERRED SUBMITTAL SEE ;DD1 - "OVER SHEETD161 471111111,-1 \\ *Or 16 ❑ h.:�i r' 09 4',OSITE T a . ,� . SPtAe' • DECKING IOW.El0, 'X11 �� :. -,, ri �` ►—� ►--� �--� ►—�■ IPP--- 111-1111.1.---- 1411 —� ►—� ,. S. i , 1bII1LSTcT zz %4"_� P.T. BLOCKINGLO���.tlu . I II u� FASCIA P. V.l2x10 LEDGER ' °' P.T. JOIST PER STRUCT. BOARD 24411111111116 SBE STRUCT. -G I / HARDIPANEL I zi P !ER 'SMOOTH' 2 1 PE 7CT. i D1� �__� I �� ' ACE6 A DECK SECTION AT WALL �_%___ 20 /a" GAPEI D6 HARDIP D6x6 P.T. POST 1/8" x 11/2 FLASHING DO NOT CAULK ''�.�IN/ ABU66 CORNER TRIM 1 -----1" GAP liiiii;HARDIPANEL ��� _ ii LI ° 'SMOOTH' 11 I 1 II I =11 __ II it.: a H 1.1177771 �_ %"x2 CEDAR '-III—III „ I I a —� —� I OR P.T. FURR IIAIIIIILI- I —_ ° ° ° —-- I I—I 17 STRIPS OVER — ' I I I I BLDG. PAPER ° % • 0 POST PLAN B DECK SE TION AT FOUNDATION 4,_ DECK DETAILS , v3 t 1-1/2" = 1'-0" } 101 SECTION ovok 408) PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN dow4 DATE: 08-05-16 SCALE AS NOTED PAGE: PREPARED BY: DAVID R BURNETT REF. SHEETS: D6 MA-1O.6 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.