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HomeMy WebLinkAboutBLD2015-00152 - PLANS m N 70 n > - r N rri N > ra r rn co N O r6 N U. Z --1 r f 7 N -t / 14'2" / c�rii II Z O ^ g \ \ A S / . -1...- O K > ? rn I Orn 1 Kim N . • CPrn 1 rn cm N FCA El rn N / ! cs)x 70 X 4 / / 1 cn O di (51 N 8 . \ 70N KA fil 111 0 Z CP '0 (70,19 rn r �' T > D rn P 1 I- r O 6 0 S cn 8 o Z 70 x 0N \ 411 ) Z70 —_.._ O W W S o x71 0 o rn • V Q gni rn ;-1 > � 6r 701 Cr) p � O 0O -o -1 Cr)Crn O CD rn CD 0 8 � � o O o > rn o FA 7,3 rn03 rn N C rrT m 8 rni 70 rn ta b C —I A � _ � rn O in I ' 1 n 1----- 0 -0 o II 0 = > \ D I I I z > rnrnr •rt D m 70 0.) X .. 7J o NZ rn � - \ I 2 0 rn9 Zrn n Ul ma V) O 5 An u' AU HC • 6 N 7 - Om (I) --Ap n � v a3 ? .. of Cl c N 2 H N RISO --1-1 �,.,. In m TASTING SHED FOR: AS-BUILT TER A PIr\ > �' FINNRIVER CIDERY m W 9165 RHODY DRIVE FLOOR PLAN ARCHITECTURE PC m o PORT TOWNSEND, WA 98368 & SOUTH ELEVATIONPO TOW TSEN , (360)379-8090 PORT TOWNSENDWA 98368 y 29'-0" NEW CONCRETE SLAB • I II / 19'-5" f TO CENTERLINE OF NEW POSTS /I . (RI 4P \ 4P BPP BPP RP RP ,' II - II II II II II ; • • `I 1 I 0°I ; II II II II 11 I I 1` o• dig \ dh efh dfH dh B4h D ` 3'-0" j, '2 1, 2'-8" / 3'-0" f ' z O.C.TYP± AIr 13 m O A O rn Z N i CROWN rn - ;n —1 T S 0 SPAN BETWEEN NEW POSTS m I Z N AT1 Z -17 ! tt 2" 70 O 7-C3 1 \ 4P \ 4P RP • RP RP BflH • N II II H II H II I:� a II II 11 11 II II , ; E \ co .x. E h Eh i Eth \ ,/ -11 C) CD C.) 70 II > -AVMCIN YMC 70CA '' FTI 8 - 7q LI -i 73 Q � � Ci� � OHO 7� (� 7rn0 Orn c � � , 70 'c) -n U' rnrn � 1 � Zl � rn � g o Dia rn I rn rn �y cs cn -1 1 PI O - Pmrn : 1 1 • © , m T 70 70 > 0 Z -I y m A 0 S MI n m O I . oa 9O n'� Z , ,, �r,� O o ,, 0 o,.. .- . ar, �3, D m Chimacum Creek PrimarySch ° Chimacum School ist. TERRAPIN .. 313 Ness Corner Rd MAI LOOR PLAN ARCHITECTURE Pc I o �a 727 TAYLOR STREET (360)379-8090 - Port Hadlock, WA 98339 1 1 X 1 7 PORT TOWNSEND,WA 98368 �qq II 29'-O" NEW CONCRETE SLAB \ 0 19'-5" / TO CENTERLINE OF NEW POSTS l-- -.``\ 4131 \ 4P 413 ER3 �P 4P • II CO_ II II II II II ` ' dib \ Ail dfe di3 rib dfb `• l ' 3.-0" fU" 4' v, 2'8" I 3'-0" f z 1- O.C.TYP t MO O rnn -1 z n i m X73 O • 70 � O rn I 2 a, — — CROWN — — — — — rn —MIL) m 5 c9. l ,i, 19' 1 f 71 w I 0 SPAN BETWEEN NEW POSTS a b n CD CDao- 0 Z 1m 70 { ; `'\, 4P \ 4P 4P 4P 4P 4P /./. \ I.°;� ; II II II ii II II ; \ II II II II II II '\ ;• - / dib \ C9 dfs df3 Alldig ; 71 ,- L _I 0 /3 ,J) o (_•) > , ,-,.., _,, \ _, . r.--- 11 > I-1011 (7 . > � Z D � 7= * CII H � l ' pi� > � rn Ca ren n O rn m :-‘1O I 76 1 1 • 1 I O -'1 m m A 1 7_ o Z -i D m A = 0 i -i N / - o 0 -c, n D m Chimacum Creek Primary Sch ��� TERRAPIN D rr Chimacum School Dist. MAIN FLOOR PLAN ARCHITECTURE PC m W = ;� 313 Ness Corner Rd ', Port Hadlock, WA 98339 1 1 X 17 727 TAYLOR STREET (360)379-809D PORT TOWNSEND,WA 98368 O NOTES: ALL STEEL MATERIALS SHALL BE GALVANIZED OR PAINTED DOUBLE NUTS FOR ADJUSTMENT (4) 0 HEADED ANCHOR (TYPE A36) CORRUGATED TRANSLUCENT ROOFING 2X4 PURLINS (FLAT) Cad 24" O.C. 40 DF #1 RAFTERS 9 48" O.C., SEE NORTH ELEVATION SHEET A-1 FOR LOCATIONS #1 MATERIAL PREFERRED FOR APPEARANCE. 40 DF #1 OR 4X10 #2 15 O.K. STRUCTURALLY (2) SIMPSON H2.5 TIE Cad RAFTER TO BEAM (TYP.) 5 "' X 10 �" GLU-LAM BEAM SIM12SON CCOS 5.50 STEEL COLUMN CAP '11.0 N TY "LAN REVIEW <i 0 a' OAS "' PPROVED AS NOTEt) Date . Reviewer REVIEWED FOR C009 COMPS. IC REJECT SAND OR��rtr�t� PEA GRAVEL contact"th -45U Prior to t l �---4A-1h Play UNDISTURBED SUBSOIL 2.75'0 PIER (7) - #5 (4) - #3 TIES 2500 P.S.I. CONCRETE � FOST DETAIL / SCALE: 3/4 =1'-0" 4X10 DF #1 RAFTERS 9 48" O.C., SEE CORRUGATED NORTH ELEVATION SHEET A-1 FOR TRANSLUCENT ROOFING LOCATIONS (PREFERRED FOR DESIGN) 40 DF #2 15 O.K. STRUCTURALLY �-- 2X4 PURLINS @ 24" O.C. 1' e 1/2 12 / AN s M 3-6 TAPER TAPER _ 5 '" X 10 �„ '_---- 1 3'-91, 5 �" X 10 " GLU-LAM BEAM GLU-LAM BEAM 4 3. �1 CANTILEVER F M 4 EDGE OF BEAM CANTILEVER FROM -* 4" PIPE COLUMN EDGE OF BEAM - cij 4 CENTERLINE OF POSTS 4, l+n� CONCRETE 21 f NEW CONCRETE FOOTING, a t AL1/ —� SEE PE TAIL _ _ _ - _ _ _ _ - _ - = _ _ - - _ - =I I —i I I -i I I -i I=iii -_C _I 1_I I l' ITI'-I 11_1 11-I ISI I I -I I I_I I I -III -I 11-11 I .. _IJ -I 11=1J_I I I -I III I I I I �LI-I I i -I i - I IJ=I 11=1111 11-1 11=1 11=1 11=1 11=1 11=1 I =W=1 I I 1=1 11=1 11=1 11=1JTI 11=1�1 I =1 11=1 �I 11=1 11=1I 1=1 I I -I 11=1 I �I I =1 III -I I =1 11=1 I I 11=1 I �I I I I I _ - -=1=1ll-ll1-=====1= 1111111 111- - - _ _ _ _ _ _ _� _� _ _ _ _ - _ - - - I Ij --1 ° : d ` l q EXCAVATE DOWN TO ___ 11=1111 a I�I I (I I I -IJ I I J=1 ", I�I_i III=1 III -I UNDISTURBED 5U8501L AND I I -J I _I� I I -III A P I-I_IIi 11-I III -I I1 ll=i FILL W/ REJECT 5AND OR I I=UII i(=J i- -- -_- HEM I I 111=11 -II -I I I -111=11=1I i -I I11=1I I II -I II -I I I -111=1I Fd PEA GRAVEL I I -I I I -I I �I I �I 11=1 II I f=1 I I I I -III -I I i -I 11=1 11=1 I i=1 11=1 I I L1=ll1=ll1=1-ll1= 111- lll=1L�I I �-lll-lll-ll1-111- I t -J=1 I t=1 I I I =1 I �I 11=1 I I I I -J -I 11=1 I I -I 11=1 I I -I I i -II I TION r'`IPE SEC SCALE: 1/4" =1'-0" 4X8 DF #1 RAFTERS 9 48" O.C., SEE NORTH ELEVATION SHEET u 3'-011 REV I DATE I DESCRIPTION NEW CONCRETE SLAB MAIN FLOOR FLAN 2 SCALE: 1/4" l'-011 l - - _ I I i i�i-1 i 111- � ---- -=-III=III= ---- 111_111 _IJ_II ._I- .. , . 71F=-1 -L 11111 2 3'-3" 3'- 2 , 2 SPAN CENTERLINE OF POSTS NEW CONCRETE FOOTING, SEE DETAIL 1/A-2 41-011 5 PACI NG ' FRONT SECTION C�4 11-11-011 TERRAPIN ARCHITECTURE, P.C. 2015 D RAW N BY: TH DATE: 4-30-15 SCALE: 1/411 = 1 '-01 ' ,i 4° 0 PIPE' r COLUMN, TYi-, - STEEL PLATE W/ BOLT5, SEE DETAIL 1/A-3.0, TYP. INVERTED "U" BICYCLE RACKS LINE OF ROOF FRAMING ABOVE 2'-9" DIAMETER CONCRETE PIERS, SEE DETAIL 1/A-5.0, TYP. 3.. 2-34 CORRUGATED TRANSLUCENT ROOFING 2X4 PURLINS 9 24" O.C. - -`�`-- 5 g" x 10 �" GLU-LAM 4 I BEAM 1' 8" EXCAVATE DOWN TO UNDISTURBED SUBSOIL AND FILL W/ REJECT SAND OR PEA GRAVEL 2 NEW 4" CONCRETE SLAB --- -=11 I I_I I _I_II I I - '. I-11 J- -I- 1 -I I F _ _ - 11El . 1=III I • < � �, �. I I III 1 6 I il1l I A-1.0 51-5 LU ' � 0 O Q M uj CSS :D ow w g" FL X 10" X 10" W/ (4)1" � z DIAMETER HOLES (TYPE A36 � E STEEL) 1.. e w ¢ .� Cl. F --m --u w z T. NEW 4" CONCRETE SLAB W/ #3 �.,.. . .. REBAR GRID Cad 2'-0" EACH WAY �. ` CU < ~ P-1 o~c O u REVIEWED FOR C009 COMPS. IC REJECT SAND OR��rtr�t� PEA GRAVEL contact"th -45U Prior to t l �---4A-1h Play UNDISTURBED SUBSOIL 2.75'0 PIER (7) - #5 (4) - #3 TIES 2500 P.S.I. CONCRETE � FOST DETAIL / SCALE: 3/4 =1'-0" 4X10 DF #1 RAFTERS 9 48" O.C., SEE CORRUGATED NORTH ELEVATION SHEET A-1 FOR TRANSLUCENT ROOFING LOCATIONS (PREFERRED FOR DESIGN) 40 DF #2 15 O.K. STRUCTURALLY �-- 2X4 PURLINS @ 24" O.C. 1' e 1/2 12 / AN s M 3-6 TAPER TAPER _ 5 '" X 10 �„ '_---- 1 3'-91, 5 �" X 10 " GLU-LAM BEAM GLU-LAM BEAM 4 3. �1 CANTILEVER F M 4 EDGE OF BEAM CANTILEVER FROM -* 4" PIPE COLUMN EDGE OF BEAM - cij 4 CENTERLINE OF POSTS 4, l+n� CONCRETE 21 f NEW CONCRETE FOOTING, a t AL1/ —� SEE PE TAIL _ _ _ - _ _ _ _ - _ - = _ _ - - _ - =I I —i I I -i I I -i I=iii -_C _I 1_I I l' ITI'-I 11_1 11-I ISI I I -I I I_I I I -III -I 11-11 I .. _IJ -I 11=1J_I I I -I III I I I I �LI-I I i -I i - I IJ=I 11=1111 11-1 11=1 11=1 11=1 11=1 11=1 I =W=1 I I 1=1 11=1 11=1 11=1JTI 11=1�1 I =1 11=1 �I 11=1 11=1I 1=1 I I -I 11=1 I �I I =1 III -I I =1 11=1 I I 11=1 I �I I I I I _ - -=1=1ll-ll1-=====1= 1111111 111- - - _ _ _ _ _ _ _� _� _ _ _ _ - _ - - - I Ij --1 ° : d ` l q EXCAVATE DOWN TO ___ 11=1111 a I�I I (I I I -IJ I I J=1 ", I�I_i III=1 III -I UNDISTURBED 5U8501L AND I I -J I _I� I I -III A P I-I_IIi 11-I III -I I1 ll=i FILL W/ REJECT 5AND OR I I=UII i(=J i- -- -_- HEM I I 111=11 -II -I I I -111=11=1I i -I I11=1I I II -I II -I I I -111=1I Fd PEA GRAVEL I I -I I I -I I �I I �I 11=1 II I f=1 I I I I -III -I I i -I 11=1 11=1 I i=1 11=1 I I L1=ll1=ll1=1-ll1= 111- lll=1L�I I �-lll-lll-ll1-111- I t -J=1 I t=1 I I I =1 I �I 11=1 I I I I -J -I 11=1 I I -I 11=1 I I -I I i -II I TION r'`IPE SEC SCALE: 1/4" =1'-0" 4X8 DF #1 RAFTERS 9 48" O.C., SEE NORTH ELEVATION SHEET u 3'-011 REV I DATE I DESCRIPTION NEW CONCRETE SLAB MAIN FLOOR FLAN 2 SCALE: 1/4" l'-011 l - - _ I I i i�i-1 i 111- � ---- -=-III=III= ---- 111_111 _IJ_II ._I- .. , . 71F=-1 -L 11111 2 3'-3" 3'- 2 , 2 SPAN CENTERLINE OF POSTS NEW CONCRETE FOOTING, SEE DETAIL 1/A-2 41-011 5 PACI NG ' FRONT SECTION C�4 11-11-011 TERRAPIN ARCHITECTURE, P.C. 2015 D RAW N BY: TH DATE: 4-30-15 SCALE: 1/411 = 1 '-01 ' ,i 4° 0 PIPE' r COLUMN, TYi-, - STEEL PLATE W/ BOLT5, SEE DETAIL 1/A-3.0, TYP. INVERTED "U" BICYCLE RACKS LINE OF ROOF FRAMING ABOVE 2'-9" DIAMETER CONCRETE PIERS, SEE DETAIL 1/A-5.0, TYP. 3.. 2-34 CORRUGATED TRANSLUCENT ROOFING 2X4 PURLINS 9 24" O.C. - -`�`-- 5 g" x 10 �" GLU-LAM 4 I BEAM 1' 8" EXCAVATE DOWN TO UNDISTURBED SUBSOIL AND FILL W/ REJECT SAND OR PEA GRAVEL 2 NEW 4" CONCRETE SLAB --- -=11 I I_I I _I_II I I - '. I-11 J- -I- 1 -I I F _ _ - 11El . 1=III I • < � �, �. I I III 1 6 I il1l I A-1.0 51-5 O LU ' � 0 O T M uj V :D 0 M � U � E Lu 1.. e w ¢ .� Cl. F --m --u H Lu z T. CeZ UO �. � O CU < ~ P-1 o~c O u O LU �p- W 1•- t3 m z T v uj V 10 %0 Q � lJ oc , O O V ¢ � /�/ �..ba W E 1.. e w ¢ .� Cl. z C O U U CU U 0 u (1) � 0-0 CCS E W � V • ,N` Z c� u t-- O rL M u SHEET: A1.0