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Home My WebLink AboutPermit File BLD-2020-0296 2804 Oakes Avenue (2)PROJECT DESCRIPTION SHOP ZONING TYPE: LIGHT MANUFACTURING CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: - 2015 INTERNATIONAL RESIDENTIAL CODE - 2015 WASHINGTON STATE ENERGY CODE - 2015 UNIFORM PLUMBING CODE LAYOUT PAGE TABLE TITLE COVER SHEET SITE PLAN FOUNDATION & FLOOR FRAMING PLAN MAIN FLOOR & ROOF FRAMING PLAN BUILDING SECTIONS EXTERIOR ELEVATIONS COMMENTS IF]HIIE IHIII]LIL bS1Hl('u0"*')1Pl 2804 OAKES AVENUE, ANACORTES, WA 98221 CONTRACT DATE PG# DATE PROJECT INFORMATION PROJECT ADDRESS: 2804 OAKES AVENUE, ANACORTES, WA 98221 PARCEL#: P58283 PLAN AREAS SHOP 765 SQ.FT. MAINTENANCE SHED 34 SQ.FT. PORCH 39 SQ.FT. REVISION TABLE DESCRIPTION 0 H z w J m 0 LL z w U LLI 0 DESIGNED BY: DRAFTED BY: o N O N T -1cp T 1/4" = 1' U.N.O. DATE o w H 05-19-2020 ry a a_z Ow UQ -iw wa =O �o 00 W W f= v / ry Lu 0 U L1�3u W z> Q Q U W0 ZO � �0UU F o a 0� W�zo Qwoa a ZzpUK - z Qmo �NUQm 1w2.- zMWw" oxxza z w U U mcl,U =Fop 2 0 � IL A WOo wNaZ Q aoUO OF-0 QKOo z O z U o Q��m'a ' ZD2 Mw= �ZO p¢_ z z 7 W'jQ .5Q z» O-aa oozl- 000U u a �7 zwUOo a mm�o O oo= F zU, �¢c) OO w<z' x �LL F �z I OWNER APPROVAL I INITIAL: PAGE #: PAGE: 1 of 6 DESIGNED BY: 8180006 6200031 7tA 3 44000m 30� 3112` CT� �s PEE CD, & 280P5a a3 122'-0 15/16" 94 -4 11116" UU I DRAFTED BY: I SCAT 1/8" = 1' U.N.O A DATE 05-19-2020 PLAN AREAS SHOP 765 SQ.FT. MAINTENANCE SHED 34 SQ.FT. PORCH 39 SQ.FT. o cn w z� 0 wa Z w J Z J c000 � d 0 W LL Z) z z w U� J J W U � = ~ w0 W 0 co N z J W m 0wW z> a Q U Z LLZ, w00D OZUU o-a ZO U w K w-z- awoa ZZpUL Z. a --0 a� Z a w wa 0 x=za Z w 0 0 N =� �op �n�awF gyp?=a zo2�x w� w� 2 �00 w�Naz Iao=o z 0 aZO ❑Up �Oz❑� 0 3�0 x � m 0 z zz vi ❑a- Z W �jaa C7UZ�7 wozmm 0001. g d F Z Z Zw000 a y U U ammNo 000= F zU, Q0z MQ aa0 w _ �w OWNER APPROVAL INITIAL: PAGE #: c 1 PAGE: 2of6 GENERAL NOTES DESIGNED BY: 0'-0 3/4" 5 1/ " 0'-0 3/4" /2" d 12" 6 X 6 P.T. POST d d ABU66 POST BASE OR SIM. (4) GRADE 40 #4 REBAR VERT. HOOKS 1'-6" O Cl) 7 I 0 W 4'-0" 1 Al (4) GRADE 40 v #4 REBAR E.W. — 1 A3 N N I °I 2 PILLAR DETAIL 1 Al SCALE: 3/4" = 1' I 2 X 6 WALL 1/2" SHEETROCK 7/16 OSB SHEATHING 2 X 6 WALL 2 7/16 OSB SHEATHING SIDING 1/2" SHEETROCK A3 SIDING 3/4" OSB SUBFLOOR TYVEK HOUSE WRAP 1/2" X 10" A.B. 48" O.C. W/ 3" X 3" BEARING PLATE TYVEK HOUSE WRAP co w 2 X TREATED PLATE w 3/4" OSB SUBFLOOR o 1/2" X 10" A.B. 48" O.C. W/ a SILL SEAL a 3" X 3" BEARING PLATE _ _ 0 2 X TREATED PLATE 2X12 JOIST 2X12JOIST �a ��V�� ----- T31."�SILL SEAL z SIMPSON HANGER ------ wz #4 VERT. "L" REBAR `�� W #4 VERT. "L" RE° 48" O.C. - CENT. IN WALL 48" O.C. - CENT. IN WALL Zo v z 7-3" z o I' 0' 2 15/1 '0'-3 1/16" z o (2) GRADE 40 # 4 6" CONCRETE WALL ° w (2) GRADE 40 # 4 w� - 6" CONCRETE WALL N ° w HORZ. REBAR it N w HORZ. REBAR w INSTALL 6 MILL BLACK a>z INSTALL 6 MILL BLACK a 4" PERFORATED PVC y� VAPOR BARRIER w 4" PERFORATED PVC i �,; N VAPOR BARRIER w FOOTING DRAIN i ovERLAP�oINTs1r' o� FOOTING DRAINo ovERLAP�oINTs12" o> I?mi 5/8" +/ WASHED 5/8" +/ WASHED_�r DRAIN ROCK S2) GRADE 40 #4 REBAR i (2) GRADE 40 #4 REBAR 16'%�ii DRAIN ROCK 16"�iiii NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE ALT. 8" FOUNDATION WALL TYPICAL 8" FOUNDATION WALL W/ JOISTS SITTING ON WALL W/ JOISTS HANGING ON WALL SCALE: 3/4" = 1' SCALE: 3/4" = 1' NOTE: - DEPENDING ON FOUNDATION STEM WALL HT. A OR B WILL BE USED FOR EXTERIOR JOIST CONNECTION - DEPENDING ON PLACEMENT OF BEAM C OR D WILL BE USED FOR MID BERING POINT ON BEAM. Simpson Strong -Tie ITS11.88 30 LB FELT OR SUITABLE BARRIER TO BE USED BETWEEN HANGER AND ACQ—DD & CA-B TREATED SILL SILL SEAL BEND TAB AND FASTEN WITH 10dx1 1/2" NAILS WHEN WEB STIFFENERS ARE NOT USED TOP PLATE HANGER A NOT TO SCALE Face Mount Versa -Lam ®or Boise GLULAM Beam: Beam width shall exceed 2x specified hanger nail length JOIST TO BEAM NOT TO SCALE D Q� Nail Boise Rimboard to BCI®joist with 8d nail into each flange. RIM BOARD B NOT TO SCALE 2X B Floor Joist Blocking per IRC 502.7 (Seismic Design Categories D1 & D2) wvr�� vn o�r�mi� -oii � �y Her local code provisions CONTINUOUS BLOCKING NOT TO SCALE 0 60 4 3 A3 A3 36'-0" 1 Al 32'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — d �--------- ------ --------------fie---- I Ico I 11 6 2'-6" - 9'-3" 2'-0" 20'-9" 2'-0" 1'-6" 0'-6' M 24" x 24" x 6" CONCRETE FOOTING - - (3) #4 REBAR EACH WAY r — - io I aL L 24" x 24" x 6" CONCRETE FOOTING J (3) #4 REBAR EACH WAY N a4 O V b� d Al I. z 2 ---� Al 141 Al 2'-0" 1'-6" 0'-6" 1 11 _6" 2' _6 aI I I o Al 4'-0" 1 Al L--------------------------- J a —— — a s e Q I - - - - - - - - - - - -A - - - - - - - - - - - - - - - - - - - CRAWLSPACE VENTILATION CRAWLSPACE AREA: 800 SQ.FT. 800 / 150 = 5.33 SQ. FT. OF VENT IS REQUIRED. USING 6 X 16 FOUNDATION VENTS, 8 VENTS ARE REQUIRED. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 2015 IRC - R408.1 FINAL LOCATIONS OF FOUNDATION VENTS TO BE DETERMINED ON SITE. 32'-0" 36'-0" 4 r3 A3 A3 1 Al ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR PLAN AREAS SHOP 765 SQ.FT. MAINTENANCE SHED 34 SQ.FT. PORCH 39 SQ.FT. FOUNDATION NOTES ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @ FROST DEPTH. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. DRAFTED BY: O N O N T 'CF T 1/4" = 1' U.N.O. DATE o w H 05-19-2020 O � LL z _ W 0 I< Q W p J 00 z � 2 w O m w a- 0 O w LL Z) z z � O� LU U)Q J J W C)= � F__ wo LU o O 00 r N a_ a a U Z Z w O O . pZUU O ova o0 w� O W�c zo z ¢woa a J zz OUK ��oOx r azz� o 0�Um J Q zwwa oax=za 0 z w w O N =.�op n�awF w z zmz a wo'_U� w� ui� KU'O V O Z w<azz 9MLL oUo �?�°o _ ❑OZUO ¢0(0,m'a '�ozD2 Fxgw= O�ow Zz�Zz FRAMING NOTES C, z C)Q C7Uz» wozaa z o2oUU wta zz z.-oo REFER TO SHEET Al FOR FOUNDATION NOTES AND DETAILS. o FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR Z.� zoom Pul FZUz SCHEMATIC DESIGN ONLY. a�Oz 0¢�O ozo2 O z<z� ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED _ �Z BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE OWNER APPROVAL AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. INITIAL - PAGE #: PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. Al PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALLABOVE. PAGE: ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE of 6 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. STANDARD TOP CONNECTORS llJ _ -� H A10 �y 11 V { AO HURRICANE TIE @EXPOSED BEAM H2.5A BO HURRICANE TIE @TRUSSES WINDOW FLASHING INSTALLATION STEP # 1 STEP A - INSTALL TYVEK APRON BELOW WINDOW SILL _PB- TALL VYCOR ACROSS WINDOW SILL -'FLEX WRAP IN WINDOW CORNERS 1" Minimum STEP A - INSTALL WINDOW & 4" VYCOR TAPE STEP # 2 STEP # 3 STEP A- 'E—INSTALL TYVEK HOUSE WRAP STEP B - �- INSTALL TYVEK TAPE COMP. ROOFING 12 7/16" OSB 3� 2 X 12 RAFTERS @ 24" O.C. i BLOCKING BETWEEN RAFTERS (VENTED) ALUM. DRIP EDGE GUTTER 2 X 10 FASCIA AIR BAFFLE W/ 1" G SIMPSON H2.5A Z-O" 5/8" SHEETROCK---' SOFFIT TO BE VENTED 1/2" SHEETROCK IF ENCLOSED 2 X 6 WALL TYP. EAVE DETAIL SCALE: 1/2" = 1' VENTILATION NOTCH,, COMP. ROOFING,., 7/16" SHEATHING 2X10 2XIOFASCIAA OUTLOOKER SOFFIT TO BE VENTED IF ENCLOSED 2'-0,. AIR BAFFLE W/ 1" GAP 2 X 12 RAFTERS 24" O.C. VENTED BLOCK 2 X NAILER 5/8" SHEETROCK 1/2" SHEETROCK 2 X 6 WALL 2 TYP. EAVE DETAIL @ RAKE SCALE: 1/2" = 1' U N IT 40'-0" 4'-0" 32'4" Z-0" 4'-6" - T-6" -- T-0" -- T-6" -i , T-0" -1 , 3'-6" -L T-0" -I- T-6" i` 4'-6" 3646 3646 3646 3646 4x6 TOP @ 102" 4X6 TOP @ 102" 4X6 TOP @ 1 2" 4x6 TOP @ 102" N CD 0zo 1 O N oo u0 N Call- Capa- Sheath-ing, Sides of wall out city, min. n•ind/ secs, Eh, plf O a -of o L-- o xCY I a It O o0co 10.4. 11 22'4" 6.75X13 GLB DROPPED ROOF BEAM EXPOSED @ 143 1/2" 6X6 POST W/ SIMPSON POST CAP CCQ76SDS2.5 OR SIMILAR SHOP [1'-0" X 23'-0" 767 SQ FT :XACT CABINETRY PLACEMENT T.B.D. 32'-0" 36'-0" Nails Stud Stud Stud Stud Nail Tap Tap plate Sill Black- Tap of Hall to parallel Tap of Bottom Mud sill Sill or height, spac'g, size, mat'[ Edge / Plate, splice, plate ing at framing or rim or rite wall to plate to anchor to anchor screws max., max., min. (see Field min. min. & unsup- blk'g. See perpen- framing. concrete max Size ft. in. std st'l spac'g @ studs parted dlcular See spc'g I specs) Stud w/ edges framing. min. spac'g, edge See embed - in. nail'g went, in. 10 24 2x4 Sawn Can't 6/12@16 sheathing 5I8" j-bolt +blkg or Can't or 5 8" 15 16 2x6 Savm 6/12@16 H2 4 or sheathing Titen HD 168/ 7/16" OSB one, either side, apply 48" lap sty.' Can't sheathing or A34 1PW 8d 2- 2x4 2x NAL SD'WC- or 16d ,v.-3" 72.4 1?0 ar ph•�va-od directly_ to studs 8- i6d or LTP4 at 36" max- i$ 12 2x6 Sawn 612@12 15600, A 6" or wshr- Or 2 24" 4 5" SDS NIASA or max- c712" NIASAP 2X6 RAF CC ON LOWEI 2 X 8 FASCIA ON LOWEI 22 12 1-75x5-5 LVL 6'12.@12 ra 4'-0" N N 0 � I o `p R5.5X�GLB TOP9) 121 E N I I a a II yl I I amr W �aa CO DET @O °O a o °O N a PORCH Sri II W LL m _ m °a, - q v SMOKE DET LO _O"X9'_2" X 37 SQ FTI 0 N v X a L6 I I �o 1 I o W 0 0 36-0" 4'4" 32'4" 2'-0" 1 A2 2 X 10 FASCIA OPEN SOFFIT (VENTED) 0 N 0 N PLATE @ 119 1/2" A2 ♦ ♦ ♦ A2 N N N - o co co o o0 M f'M 1.4. 5.5X9 GLB BEAM TOP @ 121 5/8" 10'-5 1/2 21'-6 1/2" G.B DROP RED ROC BEAM EXPOSEE @ 143 1 2" — FERS 24" O.C. MP. ROOFING— — 465X`13 A — — Z SHE ROOF X 6X6 POST W/ SIMPSON POST CAP CCQ76SDS2.5 — I 1 0O :1 2 0O Q h j d OR SIMILAR 2X12 RAFTERS 24" COMP. ROOFING R-38 INS. OPTIONAL O.C. N d w m 0 o � ♦ c� °' X OJ 0 J �O LL ` A3 `" I I DPEN SOFFIT Z SHED ROOF 3:1 o �a 1 o W — � � O N 7 M zo N M N M 5.5X9 GLB BEAM TOP @ 96, 1 0 0 cfl A2 SIM. 2 SI — — _3-4' A3 O - IL LU a^ 0 ED OU o PLATE @ 97 1/8" w �> LL � U)B u_ N o7 X LL XO o N IN CO i 2 o 1 2 X 10 FASCIA OPEN SOFFIT (VENTED) A2 4'-0" 32'4" 2'4" 36'-0" 2X6 RAFTERS 24" O.C. COMP. ROOFING DINLOWER SHED ROOF 2 X 8 FASCIA OPEN SOFFIT DN LOWER SHED ROOF 2 �A2 GENERAL NOTES ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEADER MATERIAL TO BE 4 x 10 D.F. # 2 U.N.O. VERIFY HEADER HEIGHTS WITH SUPER. ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. FRAMING NOTES REFER TO SHEET Al FOR FOUNDATION NOTES AND DETAILS. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUFACTURER FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. PROVIDE BLOCKING BETWEEN I -JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. PLAN AREAS SHOP 765 SQ.FT. MAINTENANCE SHED 34 SQ.FT. PORCH 39 SQ.FT. DESIGNED BY: I DRAFTED BY: I SCAI 1/4" = 1' U.N.O. DATE 05-19-2020 0Cn LL W Of z — 0 Q W 0 Z W J Z J W 0 L LI LL Z) z_ �wz 0 / U) W J J W U �e = ~ w0 It ^LL1 J O O CIO N Q zo U U_ Z. zo,o wo OZUU 0 °Fa ZO 0 wZ° z awoa ZZpUL ~❑°_ mo z L J zao awwa za °x�O 06 z w N Wz ..i . w NFawF �❑?xa 1..� zw W, 6 Z " w�azz O Z Zao�N LL �oo �Zzoo a o� 0 ❑OtZUp a�0m'a J �O❑� -_Z� ❑ 0 zz2zz vi °a- W Z U a a C7UZ�7 .❑ as z zOOVU uia,zz ZwU00 a y r U U LL a.ONo 000= F z U M �a °,�o ma 5 zz L wa<2 .E ti U OWNER APPROVAL INITIAL: PAGE #: A2 PAGE: 4of6 ELEVATION/SECTION DETAILS DESIGNED BY: OVERALL BUILDING HT. UPPER PLATE HT. OF VAULT LOWER PLATE HT. OF VAULT MAIN FLOOR 12 5/8" FLOOR SYSTEM OVERALL BUILDING HT. BUILDING SECTION 2 OVERALL BUILDING HT. UPPER PLATE HT. OF VAULT LOWER PLATE HT. OF VAULT MAIN FLOOR OVERALL BUILDING HT. BUILDING SECTION 1 F1-1 RIDGE VENT [2] COMPOSITION ROOFING. TYPE AND COLOR TO BE DETERMINED. 2 X 10 FASCIA [3] (B) 2 X 8 FASCIA SOFFIT TO BE VENTED IF ENCLOSED [4] CONTINUOUS ALUMINUM GUTTERS. [5] 2 X 12 RAFTERS - 24" O.C. (B) 2 X 16 RAFTERS - 24" O.C. [6] 6.75" X 13" GLB EXPOSED W/ NAT. FINISH. (B) 5.5" X 9" GLB EXPOSED W/ NAT. FINISH. [7] SIDING TYPE TO MATCH EXISTING HOUSE [8] 5/8" SHEETROCK ON CEILINGS 1/2" SHEETROCK ON WALLS 1-91 2 X 12 FLOOR JOISTS - 16" O.C. 1 O 6.75" X 13" GLB DROPPED BEARING BEAM 6 X 6 POST TO FOOTING 6 X 6 P.T. POST 11 ABU66 POST BASE OR SIM. PILLAR PER 2/A1 [12] 4" CONC. SLAB [13] [14] [15] [16] DRAFTED BY: o N O N O) SCF (6 1/4" = 1' U.N.O. ca a) DATE o 05-19-2020 a o w LL z LU o 121� o Q Lu o z w J O m 2 a_ j 0 w LL Z) z z � O� w_ U)Q J J W U � = ~ w0 Lu o 0 00 r N n UPPER PLATE HT. a UPPER PLATE HT. b �� OF VAULT $ 4 OF VAULT 4 $ LOWER PLATE HT. 3 LOWER PLATE HT. 3 � z> OF VAULT LOWER WINDOW OF VAULT LOWER WINDOW rn woo HEADERS 8 HEADERS 8 v / ozU� O 3 O 3 z o°w� U—ZO �O < W. O ZwOUw SHOP SHOP ga �QYvi0 O�Um 00 W xww, O- Z0u M r y7zxQ rO�r2 w�wco I ❑ El� ww0 O�NQz Z¢QUO o MAIN FLOOR MAIN FLOOR � o Z 12 5/8" FLOOR SYSTEM 12 5/8" FLOOR SYSTEM OOU O ZQI. Z�w— 9 �Illli a 9 z 'm WOz�� 0�300 10-III CRAWLSPACE CRAWLSPACE=lil-III 10 iii ZZ�ZZ ii zooQ� w o as w z w w I IIIIII i i i i i i i iIII III III III II III III I I1 II III1 II III1 II III1 II III1 II III1 II III1 II III1 II III1 II III1 II III1 II III1 II III1 II II II III III III N w 2 r� ZO IIII1 IIII1 IIII1 IIII1 IIII1 IIII1 IIII1 IIII1 IIII1 IIII1 IIII1 III—I1 TED FILOR'UNDISTU RBE OMPiACiTEiD FILL O axo0 I II II II II II II II II II II II I =iC_I_ wEN1 o - o O x it O 0pm¢ M K Z E: W w 9O � yz BUILDING SECTION 4 BUILDING SECTION 3 PLAN AREAS SHOP 765 SQ.FT. MAINTENANCE SHED 34 SQ.FT. PORCH 39 SQ.FT. OWNER APPROVAL INITIAL: PAGE #: A3 PAGE: 5of6 ELEVATION/SECTION DETAILS DESIGNED BY: OVERALL BUILDING HT. UPPER PLATE HT. OF VAULT LOWER PLATE HT. OF VAULT MAIN FLOOR OVERALL BUILDING HT. UPPER PLATE HT. OF VAULT LOWER PLATE HT. OF VAULT MAIN FLOOR N 1 W T 12 5/8" FLOOR SYSTEM SOUTH ELEVATION EAST ELEVATION OVERALL BUILDING HT. UPPER PLATE HT. OF VAULT LOWER PLATE HT. OF VAULT MAIN FLOOR OVERALL BUILDING HT. UPPER PLATE HT. OF VAULT LOWER PLATE HT. OF VAULT MAIN FLOOR N 60 W T 12 5/8" FLOOR SYSTEM NER WINDOW %DERS NORTH ELEVATION WEST ELEVATION F1-1 RIDGE VENT [2] COMPOSITION ROOFING. TYPE AND COLOR TO BE DETERMINED. 2 X 10 FASCIA [3] (B) 2 X 8 FASCIA SOFFIT TO BE VENTED IF ENCLOSED [4] CONTINUOUS ALUMINUM GUTTERS. [5] 2 X 12 RAFTERS - 24" O.C. (B) 2 X 16 RAFTERS - 24" O.C. [6] 6.75" X 13" GLB EXPOSED W/ NAT. FINISH. (B) 5.5" X 9" GLB EXPOSED W/ NAT. FINISH. [7] SIDING TYPE TO MATCH EXISTING HOUSE [8] 5/8" SHEETROCK ON CEILINGS 1/2" SHEETROCK ON WALLS 1-91 2 X 12 FLOOR JOISTS - 16" O.C. 1 O 6.75" X 13" GLB DROPPED BEARING BEAM 6 X 6 POST TO FOOTING 6 X 6 P.T. POST 11-11 ABU66 POST BASE OR SIM. PILLAR PER 2/A1 [12] 4" CONC. SLAB [13] [14] [15] [16] PLAN AREAS SHOP 765 SQ.FT. MAINTENANCE SHED 34 SQ.FT. PORCH 39 SQ.FT. DRAFTED BY: 0 N O N O) (6 SCF ca 1/4" = 1' U.N.O. DATE o 05-19-2020 o w U_ LU z o o IY Q Lu o z w J O j m 2 a_ 0 w LL Z) z z � O� w_ U)Q J J W U � = ~ w0 Lu o 0 00 r N n U/ ¢ Z z ozo� LL � H Q O (n W Y O W C)DOOLL Z a w g u zw00w Zz� �a 3ZQwO N�U�m Q O W aQox w� NQzUxwN wO �_Z=.zwH w0W 7Oz: mw ww0J w§azz Z¢oU0 W ?wow ❑OZUO aW�ma w ZU K zz z�az O v Z w U Q Q _U'Uz77 Nnzaa 2 cp:Nwozz 00OOV wmaR2Z! W 00.0 0ZUH ` ' Oh�¢z0 m¢ ?az� x ' ` w 9O W x ~ r NZ OWNER APPROVAL nirrr_�� PAGE #: A4 PAGE: 6of6