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HomeMy WebLinkAbout04060137 Building PlansA ' T -- i — --- it— LI MMI ar / � •P-. 3 — f �i- — - - 2559 -� 3759 Z X2559 ZO7" •3 7 -- p` l` Z' ; HT p° 4 Rear Right Side Elevation ke-* 1. Shingles 2. Continuous roof vent 3, :kluminium gutter 4. Frieze trim. (see S-1, A-5) 5. NN ood lap siding 6. Brick veneer 7. Brick soldier course 8.8" finished cone, slab face 9. Cedar lattace panel, attached to brick veneer, over flat black conc. bl k. 11l. Railing assembly. See Bldr's. specs. 11, 12"x 12" base w/ 8"x 8" col. above, wi beveled columns 12. 6"x 18" decorative wood bracket 13. 1 "x 12" wood trim w/ 3/4" mould 14. 4-x 6" wood bracket 15. 6" rosette 16. Limestone head 1 2"x 6" prey trtd. belt trim 18. Rain cap by firepl. manuf. 19. Crave) space vent 20.30" wood vent 21. Half brick arch 22. 54"x 6" wood trim 23. Brick sill rollock 24. 4.25" wood crown 25. Copper flashing 26. F.F.I.`. veneer 27. Brick mould 28. I" half round wd. trim -All materials, components, and assemblies noted on the. Front Elevation are typical, unless noted otherwise. -Pella clad "Architect Series" window sizes are shown for general design purposes. Other suppliers shall submit a product of similar size and specification. -Shingled roof slopes are 9/12, porch roof slopes are 2/12. wi rr ri4/ w♦r♦ rii�V w.. .f.'v c+r Ir� �vr° = 9577 � f Z15; JFK�LIh Left Side Front Elevations r J?_ IP,r bra f ­7�i�i,:i, Z — S O D M ruN: G'f� U � C m C CL `d h a oa Q a. 0 z -a c � � W CY o •� a � � a Z U C1 E — E ti C Q SHEET SHEET J W � m `d h m U Cr L!0 CY SHEET SHEET 0 F J1 Zw !+y 133HS I Vol f* -------___----------------- �'- ol—__---------- — i ; 1UNI1 'DND I -- ---------- - --- - _ ------ — --- I FIV x FFo b? z I I it, X,Fo Sell 4 !2"dl I I I I I Irvw5lF NI I I 1w IZ15 l5a V014 i I - �d1s avo� FFb I I s�uo Aa NNd5 i HWd I I05;5a bOo1� I I I ac 0; 101 did F,I W15 I I I �_ cldW)11AN n I I I 1�LNI`I moi � d �V'! 52 rte+©d IV I WoC�� 4 I I I ..b x ,��-,b-z �4 �s��c►�+n o� '�s�I�-�► I � I I Niw ��no 1sI � �� 1+1•w 9 I 6111VWXANn cm oro V;5�- -1 I I I o/z I I �+9•. A • I b /z I 4d.K )NOS , b �- �{ r-'• I Qdd )NOS 1N0� S�d9 b -Z N11M cA I ! 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I dI Q�QV4 i \ NVA -49/7 H)A H1W Sd�UO ,l9 �i17ddS � I � I I I I I I FFz�lo-.L o , T JW V6;sU d Ola I ( r 7 I M b /z I i I N I I I V1iC?au `3 - HI FZ/101-,4 FF014 N�t1 I ( 1Y5A"9 ------ — — ------ — I Ir. i1M\F1 lI R/J d I F11 '"F�I I I IF'bx .FO -.b !----- J --- I I '� Alwsdld151N111 I L--------.._ — Vz �C115N1 119-'9 F b -,i Jr -.91 FFb 9Z 4 11Z-,9 ;.!. 9 I -- --— — — — — — — — — — — — -- ------------ law, )NO) - 1a1,)NO) d i F8 ,Z )tHd VHS LNiH<i 0 a n X IM rr� Is � N -P- m Vol f* -------___----------------- �'- ol—__---------- — i ; 1UNI1 'DND I -- ---------- - --- - _ ------ — --- I FIV x FFo b? z I I it, X,Fo Sell 4 !2"dl I I I I I Irvw5lF NI I I 1w IZ15 l5a V014 i I - �d1s avo� FFb I I s�uo Aa NNd5 i HWd I I05;5a bOo1� I I I ac 0; 101 did F,I W15 I I I �_ cldW)11AN n I I I 1�LNI`I moi � d �V'! 52 rte+©d IV I WoC�� 4 I I I ..b x ,��-,b-z �4 �s��c►�+n o� '�s�I�-�► I � I I Niw ��no 1sI � �� 1+1•w 9 I 6111VWXANn cm oro V;5�- -1 I I I o/z I I �+9•. A • I b /z I 4d.K )NOS , b �- �{ r-'• I Qdd )NOS 1N0� S�d9 b -Z N11M cA I ! NM E b ��J�O �d9 �OddA 111N 9 I I O /I X 0 %4 X O 4 Qdd ')NO� .F8 X t. 91 I7d�dl I I H)WJ I I I I I, I I IM 11dM FF9 x FFZ I I �al1 FF9 sJib 91 Cil ------------ —---- I — — — — — — g' — -- — -- -- -- — — — — -� I - �v1d sacra . I dI Q�QV4 i \ NVA -49/7 H)A H1W Sd�UO ,l9 �i17ddS � I � I I I I I I FFz�lo-.L o , T JW V6;sU d Ola I ( r 7 I M b /z I i I N I I I V1iC?au `3 - HI FZ/101-,4 FF014 N�t1 I ( 1Y5A"9 ------ — — ------ — I Ir. i1M\F1 lI R/J d I F11 '"F�I I I IF'bx .FO -.b !----- J --- I I '� Alwsdld151N111 I L--------.._ — Vz �C115N1 119-'9 F b -,i Jr -.91 FFb 9Z 4 11Z-,9 ;.!. 9 I -- --— — — — — — — — — — — — -- ------------ law, )NO) - 1a1,)NO) d i F8 ,Z )tHd VHS LNiH<i 0 1)11 'fin --- - - -t•- �— ------ a� First Floor Plan PRINT GRAPHICS N0888 i► V � i i } m 'i First Floor Plan PRINT GRAPHICS N0888 i► V � J W Q } m v N 0 LM a First Floor Plan PRINT GRAPHICS N0888 i► V � J W Q } m N 0 LM a a S ar � o Z � C to .� J p Q L V Z E E v CIO Q p� Z J W Q } m N N � S ar U f SHEET A-3 0 m s r, 11 85'-4'I 0' 1' 2' 4' .l'A G ; 5 0 Second Floor Plan k� V � C C CL C m a o a a. 0 IT c N W h— pm Z N M Le o Q Z � o 4w oA p Q CO LN < PRINT GRAPHICS N08881'2 W m 4 IT W h— pm N o 4w oA p Q m �L U X PRINT GRAPHICS N08881'2 U r �a°a0M pm o 4w oA p y� a �L PRINT GRAPHICS N08881'2 A Project Notes General 1. Alt contractors are to verify all dimensions, per their work. 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. 5. Architect shall approve any shop drawings required of this project. 6. All site planning, interior design, and kitchen -bath details by appropriate subcontractor. 7. AD electrical and HVAC design by appropriate subcontractors. Earthwork 1. All fill brought to the site shall achieve 95% compaction. 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". Framing 1. All framing to conform with common practices, installation requirements, and procedures of the suppliers. 2. Floor trusses, laminate beams, and connectors to be sized and certified by the manufacturer. 3. Steel column and beam assemblies to be designed and certified by the manufacturer. Manufacturer to verify tam. beam sizes for beam saddles. 4. Floor and roof loads to be calculated per local codes and conditions, including dead loads of materials and assemblies shown on the "Wall Section", as well as the "Elevations" 5. Framing materials shown in scale on these documents are sized for general design purposes only, unless specified otherwise. .17 9 $/4' Wb. fSF,SER! i Td 2"D) 1Vk i4 1'4%-9'J*V().Tt,SQD 2 17 _ JTdtK JVW46EK Stair Section iR Wal! Key 8" cone. block wall 12" cone. block wall 8"x 8" c.m.u. lintel 8"x 16" cone. block pier footing / wall - step w/ grade .---- --► truss joist - typical span --+ &"x joist -typical span •.. _ perimeter footing drains fig= lam beam w/ steel post ==t'= lam beam w/ solid wood bearing "R" Value Tabulation steel beam w/ steel post 1. Outside air film. R-.17 poured�oncrete wall, specifications by 2. Brick. R-.39 3.1/2" air space. R-.97 4. 1/2" exterior sheathing. R4.0 2"x 4" stud wall 5.3 1/12" batt insulation. R-13 6.1/2" drywall, vapor barrier. R-.40 Z� 2"16" stud wall 7. Inside air film. R-.68 8. Wood siding. R-.79 sound insulation - ,- Total "R" Value 19.61(brick) ` exterior wall w/ masonry veneer f.0 iding) t , Solid Bearing points shall be continuous through floor system to footing. Detail Key 1.2"x 4" 816" oc. bearing wall 2. Sbeathing 3. Building paper 4. Corr WWW brick ties 5. Step flasking 6. Weep laic ( two per step) 7.3 1/2"x 31/2"x 1/4" steel angle 8.2-2"x 8" roof rafters 9. Bride veneer Brick Detail Wall Section Key 1. Shingles over 30# felt 2.7/16" OSB roof deck 3.2"x 8" rafter @ 16" o.c. 4. Alum, gutter 5. Flashing 6.2"x 6" band brd. w/ 5/4"x 6" gutter board. 7.1 1/2" insulation board. R-10 8.1/2" drywall w/ V.B. R-.40 9.2"x 6" bracing @ 48" o.c. 10.2"x 4" frieze framing 11.2"x 4" studs @ 16" o.c. 12. 1/2" plywood/insulation, Tyvek sheathing. R-4.0 13.91/2" wood truss joist @ 16" o.c. 14.3/4" OSB Vg floor deck 15.2"x 4" pres. trtd. sill plate w/ 1/2" anchor bolts @ 16" o.c. V 16. Brick veneer w/ weep holes @ 32" o.c. R-.39 17.2"x 6" studs *?a, 16" o.c. 18. Two courses limestone banding 19. 10" poured cone. wall, specs. by installer. Height varies per grade.^ 20.4" cone. slab over 4" compacted gravel'fill, and v.b. y l, 21.4" perimeter drain in gravel fill ° 22.8"x 20" cont. cone. footing w/ 245 rebars (� 23. Moistureproofing system 24. R-13 batt insulation 25. R-38 blown insulation C) 26.6.25" wood crown w/ 2"x 4" wood trim 27. 1"x 12" wood trim 28. Cedar bracket, 4"x 1.20 29.1/4" cedar soffit w/ 2" continuous vent 30.3/4" wood moulding 31. R-15 batt insulation I U -' tet. cs� Nall Section "ii'" • J O a p,L C3 Z a C m W o� a' v •� a a m L F-4 F V o ? � •- E E i Q U SU A-5 C J v m a m W a' v h F-4 F SU A-5 C