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HomeMy WebLinkAboutREDLINED PLANS - 04-00315 - Parkside Townhomes - Bldg 97 7" I TYPICAL FOUR PLEX GARAGE FRAMING PLAN TYPICAL FOUR PLEX GARAGE FRONT ELEVATION A Z-- L . STRUCTURAL WALL, ASPHALT SINGLES VINYL. SIDING Z<05= 2 u 1 DRAWN o w wc) X Q JF+4- [ ujv;o -jx uj D TE' -j C. <wou 7' -8 19 17'- 2 2'-6" 2'- 6 8 6'- 8 2 -6" 8'-11" 7'-- 7" 2'--- 6 7. -7„ 1 .............. (2)1 X10 (2) N10 (2) 4,10 (2) Ivin Wool a 0 mool a a 4040 3�06 30 404U 4040 � 27 � I Z -1 HR. FIREWALL W/ i 1 J I TYPE "X" SHEETROCK EACH SIDE -- TYPICAL tyliv% I Layer S/ -)e ......... ���w ■ ■ allow & x7Q Q,b, & 67Q Q.H. ao lmmmmmw� oil �m ■ • a a ammmi a mummi (2) 111 M,L.B (2) 1 11 Ml B l x7g Q,H, a • ■ a 'aaaa a 11 , 0 1 �jm. M.L .B. L 'a"aa a small ■ ■ a a IMMME & �7Q Q.H (2) 1 1 M.L.B 1 6' T- 1 16' 1 16' - - 1 6' 73'-3" -7f I TYPICAL FOUR PLEX GARAGE FRAMING PLAN TYPICAL FOUR PLEX GARAGE FRONT ELEVATION A Z-- L . STRUCTURAL WALL, ASPHALT SINGLES VINYL. SIDING Z<05= 2 u 1 DRAWN o w wc) X Q JF+4- [ ujv;o -jx uj D TE' -j C. <wou A% �Ll < Lam 5/8" SHEETROCK MANUFACTURED TRUSSES 0 24" 0 C 112" w/ R CA;f7s. -15 LB, FELT �.�r , -235# ASPHALT SHINGLES 2X6 FASCIA GUTTER AERATED ALUMINUM SOFFIT , " , 1) TYPIC,"AL Fn�jR PLEX FOUNDATION PLAN 1 "=i'-o 5/8" SHEETROCK , \/INYL SIDING 1/2" OSB 2X4 STUDS 0 16" O.C. —2X4 PRESSURE TREATED SILL WITH INSULATION UNDER #4 DOWELS 0 18" O.C. VERT. bNCRETE FOUNDATION WALL 4&4 1 �ij AIRS HORIZONTAL I 3-#4 REBAR CONTINUOUS 4 "=l'-0" MANUFACTURED TRUSSES @ 24" O.C. 112" OSB 15 LB FELT /-235# ASPHALT SHINGLES 11 2X6 FASCIA GUTTER AERATED ALUMINUM SOFFIT VINYL SIDING - 112" OSB 2X4 BLOCKING 2X4 STUDS 0 16" O.C. g m T ci (n X LL *ozj < 00 cr uJ OZMUJ co ui za: W lAJ >- L z F ro. S 1!! Zo <lx LAJ V) uj >- < 00 rNw 0 , :'m x r�� p u o -j uj < ,-< 0 u OT- Q o ° U V) - Li cy) 0 � J--Zcr ( 4) W<:D Q ox O < ct x <>- x c w z <00< z 0> z(n o < (/ i L, c v 4 V) wo z o Z <vip DIRAM Wt 0 U, < V) Z-41 a , < NAILING 8d NAILS 0 6" O.0 PANEL EDGES AND 12" IN THE FIELD 2X4 PRESSURE TREATED SILL WITH INSULATION UNDER 77 —GRADE 0" X 8" CONCRETE FOUNDATION WALL 4 -#4 BARS HORIZONTAL 3-#4 REBAR CONTINUOUS', k-l/ / Uj < a- n F D t- A ki7li r irmr rn; �r . , ♦ l - - R-38 BLOWN INSULATION SHEE TI=C Z'/ It 7 1b - 4x4 NON B'' A� 'NG VINYL Pu'S-l NUOUS FLOOR JOIS A JOIST - LOOR MOIST 1/4" PER FOOT R-38 E INSULA' 1) ,-VANUFACT'UREE) TPU 0 24 O.C, r i -lSB 1 LB. FELT ,---235# ASPHALT SHINGLES 38 BLOWN-IN !N'S(jL ATION S SHEE. TPOCK MECHANICAL CONNECTION TRUSS AND WALL SECOND FLOOR C Z j z < r 0 7 r. A T" �lwoo VINYL SIDING 2 x 10 RIM JOISTS R--13 RIM JOIST INSULATION CAULK BRICK 1" AIRSPACE 112" OSB 2X4 STUDS R-13 INSULATION S r� 'T i D� 1;0N AT BALCONY 3/4"=1'-O" SIMILAR TO DETAIL ( 1 96 NO TE- - E XTERIOR " WALL., RE WEATHER BARRIER STUD AND BRICK A N SIDING WEATHER RE G, BARRIER BEHIND MASONRY & STUCCO (REINFORCE MASONRY PER R703, IRC) PROVIDE CRAWL SPACE VENTILATION G.I. FLASHING WEER HOLES EVERY GRADE �7 R-11 INSULATION--/ I TT T7 NOTE: ALL OTHER FOUNDATION T DETAILS SIMILAR TO EXTERIOR WALL. SECTION THIS SHEET, 4 MIL VISQUE E N I L LL;-T- 7 - 1:!! L- 6 0 -- - � I I " - -.- 4 1 2 BFI (;K VENEER DETAIL 2X6 P. AS0A 11 ou T T F R AERATED ALuVINUM SOFFIT 3LOCKING COMMON-WALL SECTION -0" 1 12" SI-IFETROCK WOOD BASE 3 I&C, OSB 5)"jH-FLOOR FLOOR' JOISTS ----\ SHE:ETPOCK DOUBLE 2X4 TOP PLATE HEADER - 2X4 HEAD WOOD SILL 1 SHEET ROCK 3/4" T&G OSB SUBFLOOR Fj-OOR JOIST P- 1 1 INSULATION---- A 1 2" ANCHOR BOLTS 0 32" ' a 2.- $ 41 vjr - A--a #4 DOWELS @ 24" 0,C-' 2-#4 REBAR CONTINUOUS - 4 MIL 'VISQUEEN DESIGN REQUIREMENTS MINIMUM ROOF LIVE LOAD 35#P.S.F. MIN. WIND 85 M.P.H. SEISMIC ZONE Dl P rovide Truss oeWils Prior to Frame CE SHiELD linspwion lm .r - - - F A ' ''A 1 T TP R AERATED AL' S()� 2X* /I iN'S"i'LATION 'jxf P" 471E' RIM JOIST iNSu 0 -4 " rt X T E R' 0 W S F T N -) L I THERMO-BREAK VIN FRAME WINDOW 2X4 SILI. VINYL SIDN'-; 1/2 OSB R--13 !NSULAT (7)IN ' 2X4 PL (PROtiIDE CRAWL SPACE ',(EN IS RIM JOIST 2X4 PRESSURE TREATED SILL WITH INSULATION 'UNDER B ADE 8" CONC F'OIUNDATION 3/4 = 1'- 0" 4 " _--, 1 ' - 0"' 1-^ In A 9, v (D46 SO A m l ESN - allpea 4 4�C, i 4' - SEAL DUCTWORK - HEAT TRAPS ON W.H. - ANCHOR GAS W.H IF OVER F 1-1,- - -- ------- 0 A R D R 0 B ----- ----- - it JE J ::1 24 -------- < < ) N't N N t7 �71 2 Il f --, "A V� In cr z r: Ll cr a LL -5 f --, "A V� In - - -------- A I CD z ) a < U', Z cr Zy cn, O Z 3, Lj 2 Uj C)LO Lh ZL LJ L'i L- Z LD - d z o SEAL DUCTWORK -7 7 HEAT TRAPS ON W.H. I-J L 7=-! ANCHOR GAS W.H IF 7777- 7 OVER 4` TALL I �17 7"7 �E --------- --------- - -------------- -- - ------- lj� C A 7 2 x 'S N(- "I & A 4 d - - � � I CD z ) a < U', Z cr Zy cn, O Z 3, Lj 2 Uj C)LO Lh ZL LJ L'i L- Z LD - d z GROUND SURFACE TO SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" WITHIN FIRST 10' o -7 7 I-J L 7=-! 7777- 7 I �17 7"7 �E --------- --------- - -------------- -- - ------- lj� C GROUND SURFACE TO SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" WITHIN FIRST 10' it o L 7=-! lj� C A 7 2 x 'S N(- "I & rv1 iN CNI L I Z " tom j � it o L 7=-! lj� C 2 x 'S N(- rv1 iN it o it L 7=-! it I I ----------------- , I , 11 , I , 11 5 PLEX FOUNDATION PLAN BUILDING #6, 7, & 8 3/16"=l'—O 4 PLEX FOUNDATION PLAN BUILDING #5 & #9 3/16"=l'—O " n ., , I C „ r , , 11 , I 1 , 11 --- — — — — — — — — — — - 7 MR 5'- 2 NOTES: 1 ALL WALLS ARE 8" THICK x 36" MIN HIGH, 5.5 BAG CONCRETE. 2. ALL FOOTINGS ARE 10" X 24" 5 BAG CONCRETE 3. ANCHOR BOLTS ARE 1/2" @ 32" O.C. 4. 2 ROWS OF ANCHOR BOLTS ON PARTY WALL • SIMPSON HPAHD22 HOLD DOWNS TYPICAL OF 8 ON 'A' UNIT TYPICAL OF 8 ON 'B' UNIT .9m. 5'- 2" &)/?-)c Z%c !4 A, r ---------------------- ci d 0 00 /-- 36" x 36" x 12 x C CONC FTG. r L z u- o� § o 3 x 1 < 0 W 4- L 8 G. L.B. — L,8. L J L CRAWL CRAWL. SPACE SPACE ACCESS 0 ACCESS O CRAY& SPACE go CRAWL SPACE x Z CL < Lli C V)ul (n�- u3m Of < 3_ "x 12" 4x4 POST 4x4 POST Z OVER GRAVEL 4 MIL VISQUEEN LS-J!� OVER GRAVEL 0 < 0 X 04 L) OT (p x B L --- _---- __ ._._._....___, B L --------------------- c o J 1 01 36' x 36 OD CONC. FTG x C'4 3-" . 10\" U d CRAWL SPACE I �� � I co CRAW- - ol SPACE \. fr - - - ACCESS I r L 3 x iov L. B, i 4x4 POST 4 MIL VISQUEEN OVER GRAVEL x cj A L -- - - — --------- - - - - -- --.L I - 4" mi 0 TYPICAL FOUNDATION LAYOUT 3/16 4" 1 2'-4" ci 0 co x 36 x 36" x 12 cli CONC, FTG, L z u- o� § o 3- 2" < 0 W 4- L 8 x 0 Z:2 uj owl r L CRAWL uj C> SPACE ACCESS 0 m CRAY& SPACE L) uio>-i w Z CL < Lli V)ul (n�- u3m Of < Cr Cr Z(n�- 4x4 POST 4 MIL VISQUEEN Z OVER GRAVEL LS-J!� 0 0 < 0 X 04 L) OT (p B L --- _---- __ ._._._....___, 4" 1 2'-4" I CD I I C\4 v):D 0 ul L z u- o� § o < 0 W x 0 Z:2 uj owl r uj C> Lam L L) uio>-i w Z CL < Lli V)ul (n�- u3m Of < Cr Cr Z(n�- Z LS-J!� 0 < 0 L) OT (p uj � Q) U)oz c o z LLJ 3Lj I uj cr_ o< 0: Lij Z <00< cy) z Q� zm 0 < © (/' viI 6 6 62, 1 = DRAWN 8Y: 0 < 02 u I CD I I VENT ATTIC 1/300th OF ATTIC SOFT. I K 1 X a 1 * a s , PROVIDE ROOF VENTILATION AS PER 8806, IRC STREET NUMBER DISPLAY ON HOME (Visible- FrPPK rj'mll Olt 0 ,3�m ica h l , - e-5 CL 0 4) Ley 0 M o Q m Q Q "a Q o 6 :2 ul co ly ui Zu- Uj) '�2�0 �%o 5E CL ( V A ) Lao> I- E L t < o EY "JO4, z (A ak oz 00.1 a < 1) a L W L 2000. ow<:D zoxa, xo>- X LLJ < Z <00< z < z �- DRAWN 8Y: RL W 6 _Jw w < 0. DA'Tt: 90 nO /I rl lr%A U Z' LZLJ k t17 V/F%' A /300-1 CL 0 a� ASPHALT SHINGLES w 0 Z 1 `I,J uj (A LJ V) t-1 QLj o ----- --------- ZY) ' �X6 VV (',OD POSTS -H P 42" Hill WOOD A;L T F-1 to� LAJ 4 Al i C�) z W i � ! � t � � ! t.a1 �/ < T ct w I P < 0 0 < rJ T 0i DRAWN BY UI LL 9=111 r uj JPH U)a I Hft _J cr DATE [Ell -3 WOOD TRIM L j 1 �) " =- , -- M VENi ATI��('-' 11/'3C)-)1h. 9 6X(- WOOD POS ,WOOD RA!L 42" HIGH A P A 3i NC' C L �1 rl WOOD TRIM WC('-)D TPIV. 0j T N T IN 1 7- L-, - [."-- v I ON -BUILDING .#K- 3 / � "'I ( - " = 1 - () " rt _ —�, IT" 1IF fl, T L - - ---- ---- -- ----- 27 RA M N L ()W p 1 71 Fy L.)A i luN PL. 'N BUILDING #6, 7, & 8 3/16 "_ - 0 4 P' L E X ,ru'UNDATION PLAN BUILDING #5 & #9 3/16"=l'-o .o, 4 _T -1 J 4 c5 j C) 0 o 0 36" 36 CONC FTC , lb X 0 36" x 36" x '2' X ; A _) P AC E . 0 i CRAM- SPACE D i 3--" 12" z ii 0 ------ --- - _.__- __ - col 4x4 P,)�S X1 4 MIL V SQF;EEN L y r-, `¢ Lu CRA& SPACE b ACCESS ap L + CR A WL cp SPACE L 4 4x4 wQSr O � 4 MIL VISQUEEN OVER GRAVE-L 0 x 00 04 C4 3- x 7 2 1 -1 J 4 c5 j C) o Cc x J - 0 0 36" x 36" x '2' X ; A _) P AC E . 1 00, o D i 3--" 12" z ii 0 ------ --- - _.__- __ - UJ 4x4 P,)�S tJ 4 MIL V SQF;EEN L y r-, `¢ Lu )VFR, GRAVE b ap ✓ CR A WL cp SPACE -1 li --. 4 ' i - 4 „ TYPICAL FOUNDATION LA 1 T m 00 L-n Z*= CT) m CD CD NOTES: 1 1. ALL WALLS ARE 8" THICK x 36" MIN HIGH, 5.5 6.4"S CONCRETE. 2, ALL FOOTINGS ARE 10" X 24" 5 BAG CONCRETE 3. ANCHOR BOLTS ARE 1 ,12" @ 32" O.C. 4. 2 ROWS OF ANCHOR BOLTS ON PARTY WALL SIMPSON HPAHD22 HOLD DOWNS TYPICAL OF 8 ON W UNIT TYPICAL OF 8 ON 'B' UNIT O 0 0 36" x 36" x '2' X ; CONC. FTG. 1 00, D i 3--" 12" z ii 0 -N- 4- ---- -- _.__- __ - UJ L y r-, `¢ Lu b ✓ CR A WL cp SPACE L 4 O � 00 CRAWL SPACE x 04 3- x 7 2 4- 0 a: 4,,(4 0, 4_'� — c o (y- w 'la' 11 z > 4 MIL. VISQUEEN OVER GRAVEL, ' C ca _J(n < z >cil I — 00 x ui 3: Q Z W z Z:2 i C) E3 $ 'j ;i � cl CU L,j Z CC I I Lj< z oof < X L'f � o< '. Q� Z < Oc < z ci z < ' wz z z ' DRAWN 2Y: 0 W L- � cr U JPH ci) Li DATE: < 9 "D 09/02/03 m 00 L-n Z*= CT) m CD CD NOTES: 1 1. ALL WALLS ARE 8" THICK x 36" MIN HIGH, 5.5 6.4"S CONCRETE. 2, ALL FOOTINGS ARE 10" X 24" 5 BAG CONCRETE 3. ANCHOR BOLTS ARE 1 ,12" @ 32" O.C. 4. 2 ROWS OF ANCHOR BOLTS ON PARTY WALL SIMPSON HPAHD22 HOLD DOWNS TYPICAL OF 8 ON W UNIT TYPICAL OF 8 ON 'B' UNIT O 0 0 36" x 36" x '2' X ; CONC. FTG. 1 00, i 3--" 12" -N- 4- ---- -- _.__- __ - f G L B b CR A WL cp SPACE AC("F �SQ O � 00 CRAWL SPACE x 04 3- x 7 2 4- 4,,(4 u b 4 MIL. VISQUEEN OVER GRAVEL, i ca 00 x E3 I &yon V II it IIIIIIII1 cap %f a . 1 - WE' I I s ell I y an I A mom Oil Aso IMAI mil 1 III as two Two KL, fill I a , VON. I III O tt ko lox 0 VON I.- "It II Qy n HJ I no's 0 14 to- two, vt vt Aw" lot n W ins, sol IIt" Py" i I Pon a A tic I 54 lot OAF i 4 l sit tons III ;24 on I imolts A 0 I 'lot K Olt IIII,lima. I Ioil, i 101, 0 m a 11 _� a �;,. i i IT- 1 11 ' 1 L I - `� � (, 1� -oa ly e H al 1 v "fir "C►x.''C7 2)C4 P Sf&,. RE ,yTEID Sii-- WI' Vii. G S NSU- i CtER d *d fie �p cq O;G. 04 0 ti 1 's ` ft -2a