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HomeMy WebLinkAbout03120023 Building Plansg;< Elevation Key: 1. Shingles 2. Continuous roof vent III. Aluminium Gutter 4. Frieze Trim, (see S-1, A-5) 5. Hardboard lap siding S. Brick veneer 7. 4 26" wood crown over 1"x 12" 8. Lattice 9. 4.25" wood crown over 1" x 8" 10. Railing assembly. See Builder's Specifications 11. Metal flashing 12. 12" x 12" box column 13. 1" wood mould 14. 1" x 6" wood trim 33" x 16" louvered vent Bonus Room profile 1 . Rain cap by fireplace manuf. 5/4" x 6" wood trim t . 5/4" x 12" wood trim 24" x 36" skylight Screened Porch Elevation notes: All materials, components, and assemblies noted on the Front Elevation are typical, unless noted otherwise. Pella clad "Proline Series" window sizes are shown for general desi n purposes. Other suppliers shall submit a product of similar size, specification, and code compliance. a Roof slopes are 8/12, EXCEPT 10/12 ® Garage, 3/12 Shed Roof ® Screened Porch., and 4/12 & 2/12 Front Porch REAR ELEVATION 1/�11 = 11-01, DEFT=LEVATION �'Skgl�ght o, o' w , -- Ban{.e F.F. 40� J b tat F j a- h Ger: F.F,... cv 12 ■ RIGHT ELEVATION 1/4,. = 1,_0„ RONT %2.. ENATION I jW11, �t. nz.+ t 5 a LLL ` a o C �' c fpQppFp up u� v aC! a to t a 0yu� A q � O 1. Q •� +�+ G7 W m m d d �� S eye . a o• &,' 4SN1�9�..J®�l�A k' €a„� ���`.�" L *�4 �. t7 Q n, Obi •yti ��i .y y a S' 09,r p�i6.�3e7 `f'+.i.?2 r, '.„w�,, � �.,,e�. Q0. O V4 G • G. jjj 00 !�,7► !�l'd'o1n aouecl; 11.4 & & a v� aha p� 1 I 13 O ®W4 t� 4 co c 19 y �(1) a- CO C: O N O Y F4 2,,e i —3311 x 2 12, v 1. � O - Q � f N N co •- W V7 FA r- c a. ^s C: c.; U, -. Z �n,N j< i I N t+l uZ rvu t0 UUCoTU L Wit CL A � QIP ° nU—� U � p ppa► Q t cn a� ',, O `. 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I", : �. � L 'L _; I, � , , " 't ' � "I % ,A � I , m � . . . . . . . . () I . �m 0) I- s) -u I U lu 9 I ­77tll 0 w > > u LE L_ L_ n L: b 'L � , g t 0 2 L_ _- In q) q) co zil lu . I.j L -0 = (v -c Go c L. 00 , o - !p c t M - .�, to .A I a () 1 t. L_ Z) -go 1 d) 4D :: #j 1 13 0, L. 6 "I !! . I - , -�j u 0 cg -4 " vu 0 of j;j I .j = 40 P I V_ "c *. �j .0 - Q -0 w -F L __ is L) 9-- _u - - i I . , A v _-0 4) () r3 8 %j = 1 -.0 f-� 6 11 I 4L t 0 ,� 0 � < . , . - - _v � __" m UJI --" -E c) I . -&-) 4j in cr 0) U Qj L_ ai I C cn rZ m ---) o DL o : 01 a to L_ L_ ! U L_ (L IL I Q Q - w 0) 0 .E m 0 4) 0 m 5 v tko (n .5 r 4i .�p 11 0 1.4 Q p , .., .9, ov a I 0 F i - V z 0 � ,v ". 0. n 0 10 0 p" I Date: Sheet Title: 11-13-03 Second FIGor Plan SHEET A4 I' " I I 'H.+ r 6RAPNIGS N037878 Wall key 8" cone. block wall i 2" cone. block wall b"x 8" c.m.u. lintel MEW 8"x 16" cone. block pier footing / wall - step w/ grade ---- truss joist - typical spun --- 2"x joist - typical span �..._ perimeter footing drains Z lam beam w/ steel post C= lam beam w/ solid wood bearing T.- = steel beam w/ steel post poured concrete wall, specifications by ------ installer 2"x 4" stud wall 2"x 6" stud wall r777VT sound insulation exterior wall w/ masonry veneer NOTE NOT ALL JyMbOLI WILL ?5L llJED) 7112�3/4" 'W D, RISEN, 1n TV I.. L, 75/jka d/4" W0. fWEF,, i 5 TO .Z"_° `L, I TO 1'¢`,c 10 "WD. Tf�tAD Vi 14`_JTAIK JgCINGER Stair Section 1j I.t Y "R" Value Tabulation 1. Outside air film. R-.17 2. Brick. R-39 3. 1/2" air space. R-.97 4. 1/2" exterior sheathing. R-4.0 5.3 1/12" batt insulation. R-13 6.1/2" drywall, vapor barrier. R-.40 7. Inside air film. R-.68 8. Wood siding. R-.79 Total "R" Value=19.61(brick) = 20.01(siding) Wall Section Key 1. Shingles over 30# felt 2. 7/16" OSB roof deck 3. 2"x 8" rafter (0? 16" o.c.. 4. Alum. gutter 5. 5/4"x 8" w/ 5/4"x 4" frieze trim 6.2"x 6" band brd. w/ 5/4"x 6" gutter board. 7. 1/4" cedar soffit w/ 2" cont. vent 8. 1/2" drywall w/ V.B. R-.40 9.8/12 rafter profile 10.2"x 4" frieze framing 11. 2"x 4" studs & 16" o.c. 12. 1/2" plywood/insulation, Tyvek sheathing. R-4.0 13. 11 7/8" wood truss joist a% 16" o.c. Refer to manuf. specs. for installation 14.3/4" plywood t/g floor deck 15. 2"x 4" pres. trtd. sill plate w/ 1/2" anchor bolts (a) 16" o.c. 16. Hardboard lap siding. R-.79 1.7. 8" poured cone. wall, specs. by installer. 18.4" cone. slab over compacted gravel fill, and V.B. 19.4" pvc. perf. perimeter drain in gravel backfill. 20.8"x 16" cont. cone. footing 21. Moistureproofing system 22. R-13 batt insulation 23. R-38 blown insulation 24. R-15 batt insulation 25.2" rigid insulation. R-10 26.5/4" x 6" belt trim over 2"x 6" bandboard 27. 2"x 6" ceil'g. rafter 28.5/4"x 12" w/ 3/4" mould. 29.2"x 6" kneewall. 30. Brick veneer w/ weep holes 'a," 32" o.c. 31. Brick sill rollock 32.2"x 4" bracing Co 16" o.c. OPTIONAL i:1,IGK W&TEN7AP5LE. JEE ELEYA71ONJ hKO JDUfy0hT10N pL&Hf fOP, h6TIIAL. AppL1GATI0N, 0' 6" 12" Z4 A Project Notes a Q General 1. All contractors are to verify all dimensions, per their work. Y 2. All contractors are to clean up the job site, per their work. 3. All contractors are to verify all applicable codes or ordinances, per their work 4. Notify Architect of any conflicts, per these notes. .f �. Architect shall approve any shop drawings required of this project. w A 6. All site planning, interior design, and kitchen -bath details by c' Av ^q n appropriate subcontractor. 7. All electrical and HVAC design by appropriate subcontractors. *, ° a ffi* Earthwork Cy w N Ci 1. AU fill brought to the site shall achieve 95% compaction. d m 2. Final grade shall be determined by individual site conditions. 3. Slope grade away from building perimeter. 4. Coordinate top of poured wall with final grade. See "Wall Section". s�n uaac Framing m� 1. All framing to conform with common practices, installation ar°p Q•q1 requirements, and procedures of the suppliers. 2. Floor trusses, laminated beams, and connectors to be sized and certified by the manufacturer. r 3. Steel column and beam assemblies to be designed and certified GA by the manufacturer. Manufacturer to verify lam. beam sizes for N Gq a beam saddles. m•� E 4. Floor and roof loads to be calculated per local codes and O conditions, including dead loads of materials and assemblies npa 0 shown on the "Will Section", as well as the "Elevations" r`•.�'.. O 5. Framing materials shown in scale on these documents are sized for general design purposes only, unless specified otherwise. 'H.+ r 6RAPNIGS N037878 Wall key 8" cone. block wall i 2" cone. block wall b"x 8" c.m.u. lintel MEW 8"x 16" cone. block pier footing / wall - step w/ grade ---- truss joist - typical spun --- 2"x joist - typical span �..._ perimeter footing drains Z lam beam w/ steel post C= lam beam w/ solid wood bearing T.- = steel beam w/ steel post poured concrete wall, specifications by ------ installer 2"x 4" stud wall 2"x 6" stud wall r777VT sound insulation exterior wall w/ masonry veneer NOTE NOT ALL JyMbOLI WILL ?5L llJED) 7112�3/4" 'W D, RISEN, 1n TV I.. L, 75/jka d/4" W0. fWEF,, i 5 TO .Z"_° `L, I TO 1'¢`,c 10 "WD. Tf�tAD Vi 14`_JTAIK JgCINGER Stair Section 1j I.t Y "R" Value Tabulation 1. Outside air film. R-.17 2. Brick. R-39 3. 1/2" air space. R-.97 4. 1/2" exterior sheathing. R-4.0 5.3 1/12" batt insulation. R-13 6.1/2" drywall, vapor barrier. R-.40 7. Inside air film. R-.68 8. Wood siding. R-.79 Total "R" Value=19.61(brick) = 20.01(siding) Wall Section Key 1. Shingles over 30# felt 2. 7/16" OSB roof deck 3. 2"x 8" rafter (0? 16" o.c.. 4. Alum. gutter 5. 5/4"x 8" w/ 5/4"x 4" frieze trim 6.2"x 6" band brd. w/ 5/4"x 6" gutter board. 7. 1/4" cedar soffit w/ 2" cont. vent 8. 1/2" drywall w/ V.B. R-.40 9.8/12 rafter profile 10.2"x 4" frieze framing 11. 2"x 4" studs & 16" o.c. 12. 1/2" plywood/insulation, Tyvek sheathing. R-4.0 13. 11 7/8" wood truss joist a% 16" o.c. Refer to manuf. specs. for installation 14.3/4" plywood t/g floor deck 15. 2"x 4" pres. trtd. sill plate w/ 1/2" anchor bolts (a) 16" o.c. 16. Hardboard lap siding. R-.79 1.7. 8" poured cone. wall, specs. by installer. 18.4" cone. slab over compacted gravel fill, and V.B. 19.4" pvc. perf. perimeter drain in gravel backfill. 20.8"x 16" cont. cone. footing 21. Moistureproofing system 22. R-13 batt insulation 23. R-38 blown insulation 24. R-15 batt insulation 25.2" rigid insulation. R-10 26.5/4" x 6" belt trim over 2"x 6" bandboard 27. 2"x 6" ceil'g. rafter 28.5/4"x 12" w/ 3/4" mould. 29.2"x 6" kneewall. 30. Brick veneer w/ weep holes 'a," 32" o.c. 31. Brick sill rollock 32.2"x 4" bracing Co 16" o.c. OPTIONAL i:1,IGK W&TEN7AP5LE. JEE ELEYA71ONJ hKO JDUfy0hT10N pL&Hf fOP, h6TIIAL. AppL1GATI0N, 0' 6" 12" Z4 A Wall Section �,*\ a Q Y 9 t1. exp V,C 6w! Um? 0.m .f w A c' Av ^q n Fs 0 C° mac, i ° a ffi* Cy w N Ci Wall Section �,*\ I I r T I' I a Q Y 9 t1. exp V,C 6w! Um? 0.m 2 gA O O U w A c' Av ^q n Fs 0 C° mac, ° a ffi* Cy w N Ci d m .>. a how s�n uaac m� ar°p Q•q1 ��-0 rqo q�m C bLO. r GA N Gq a m•� E C O npa 0 r`•.�'.. O 40 �D A ss > y 06 A 00 a �F mg �I �� F .0 �_r 4� �.R � r. •vim � ti o a Ln i n a o 0 ea a U0 u° P fw W s LU ! O v i v o } U % cC �mT, to, OC - O L ! f t G' J i _ \YLLj u ZX }"' Q ( I E �- w c i tis QlCl � I © O � CL a- C) a� U rn � v v� 0o m � m Q .d W Ci p., n aU b C Date: Sheet Title. SHEET A5 I I r T I' I