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HomeMy WebLinkAbout04110066 Building PlansI i i3 • 4 i f i _ —_ Z16? L29g Rear 0. a ' 4' 2' 4' h ON T `i 4' 9' dz91-a, PRINT GRAPWCS N132351 Right Side Elevation key 1. Shingles 2. Continuous roof vent 3. Aluminium gutter 4. Frieze trim. (see S-1, A-5) 5. Wood lap siding 6. Louvered shutters w/ stays 7. Cedar panel 8.8" finished cone. slab face 9.619x 6" wood window well 10. Railing assembly. See Bldr's. specs. 11. 16"x 16" base /round tuscan col. 12. 5.25" wood crown 13. 1"x 12" wood trim w/ 3/4" mould 14. 3.25" wood crown w/ flashing 15. 24" base wood vent 16. 12"x 12" wood column 17. 'frigliph 18. Rain cap by firepi. manuf. 1.9. 2"x 2" canted wood sill 20. ,!Metal flashing 21. 2"x 6" wood skirt 22. 5/4"x 6" wood trim 23. Crawl space access panel w/ louver 24. 1"x 12" "pilaster" corner trim 25. One hour fire wall assembly. 2"x 4" with 5/8" type "?X" wallboard on each side. 26. E.F.I.S veneer 27. E.DP.M. roofing 28. Bedrm. Closet profile -All materials, components, and assemblies noted on the Front Elevation are typical, unless noted otherwise. -Pella clad "Proline" window sizes are shown for general design purposes. Other suppliers shall submit a product of similar size and specification. -Shingled roof slopes are 8/12, unless noted. J E B I R F 0 $� 1Y, & T l 1-3171 J759 -' 2511 1 �OBf w/' G0►7 (u iDOcs) .,, Left Side 14 j1L GU'T���1NL- I ( s' F� : -V tAAT(,� 7/42 G:17TLPL UN a . A D.� . - — ---- �y I ---- --14 }i Z c S -- — - ;_ 1 '' 0 C/)Y+........,r.-+Y�r�a....n-.+N-.-,...-,,...�..,...,.O t6 — Z i -3759x3 3771 „ Front Elevations -y a: 0 ct_ o�t— F-co OZ0Z U�J��.Q q0. CS Z 0 Uu)LL¢ U) ° O U_ LU F- O W Z �3- CL a O a CL C'3 ?Ui 't3 1-4 tt� o U) a i Q a Z t3 ca Z �3- c� v� 1-4 v N Gt HEV A-1 r Z 59 37 5 ­777Ri . . . . . . . . . . . .............. I i flo) L . . . . . . . . . . . .............. I 0 -- ---- ---- a 1�7 lzZ" Pup, STP)IP5 5 HviV 1RA51, UP V -4MilE TO --,�A, 1 rft K,. 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Ff(A, T F C COW, Lm LIN: UNMAVATM 41, CONULOOP 5LA6 over 421 6 MLL VAPa 13AMEP OVk 4" MIN GA I'Ll, ( TTICA,) {I!I VAN FAMLY 218 C) 2-4'-0" X4 cp BOOM 13AIH F C CONC, IW, 50PE P MR 10, TO ohv L 17 1 L Z//V/ IL 777/7777777777 2- 4'- 0" X 4" r c coNc, ma EM" ffa55 PAW lu 0.1 4 Coro IN ow too SHEET A-2 a i flo) OVAN s NMI" GLi a Y 22'-81/ 4" 1/ 2" 2�44' I1'-51/2" to 5+ 111 / 2" if 9'-41/2" N i I i i v `J ■ t xJ O 22'-81/ 4" 1/ 2" 2�44' I1'-51/2" to 5+ 111 / 2" if 9'-41/2" N i I i i v `J CL xJ i CL O LM a CL z T3 � � C J .y a i NOW •— E E U U " N U h ,,'..4„ i JGc Nfe;,MAj 1ON ^ TGE. i�-5 It / Second Floor Plan • v C � I N r � JGc Nfe;,MAj 1ON ^ TGE. i�-5 It / Second Floor Plan • v C � I N ♦0 V Q +Z V• a © a 2 E E / I Wall Key '--`= 8" cone. block wall - 12" cone. block wail C 8"x 8" e.m.u. lintel _ 8"x 16" cone. block pier footing / wall - step w/ grade --- - truss joist - typical span ---- 2"x joist -typical span _...,..__ perimeter footing drains lam beam w/ steel post NE= lam beam w/ solid wood bearing M _ steel beam w/ steel post U poured concrete wall, specifications by installer 2"x 4" stud wall Z_Z--Z 2"x 6" stud wall x sound insulation exterior wall w/ masonry veneer Project Notes General 1. All Contractors are to verify all dimensions, per their work. 2. All Contractors are t�! clean up the jobsite, per their work. 3. All Contractors are to verify all applicable codes or ordinances, per their A ork. 4. Notify Architect of any conflicts, per these notes. 5. Architect shall appro fang shop drawings required of this project. 6. All site planning, interior design, and kichen-bath details are by the appropiate Subcontractor. 7. All nimbanical, electrical, and plumbing (MEP) design and details are hN appropiate Subcoutraetors. 8. All materials. components, and assemblies shown in scale on these documents are illustrated for design purposes only, and may not be the actual size or model number used for construction. Site 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. Ctordindte top of masonry and concrete foundation walls with final grade. See "Wall Section". Framing 1. All framing to conform with practices, installation requirements, anif prw,-edures of the suppliers, and manufacturers. 2, t<i€ or and roof trusses, laminated berms, wood columns, joists, rafters, and connectors shall to be sired and certified by the manufacturer. 3. Steel beams, columns, connecters, and assemblies shall be sized and certified by the manufacturer/fabricator. 4. Floor and roof loads to be calculated per local codes and conditions. Review all construction documents and specifications to determine ele;ad loads of materials, components, and assemblies used on this project, ­­..nwn.YtAC .11. *.Y All solid bearing shall be continuous from applied load to footing. No interruption by horizontal components, unless approved by Architect. .79/` x 4/4` WD. fiISE R(I."F:_.Tri Z19 FL) 11fe To I`� ,c i"_2 `WD. TIM &D Stair Section f.'R" Value Tabulation 1. Outside air film. R-.17 2. Brick/Stone. R-39 3. 1/2" air space. R-.97 4. 1/2" exterior sheathing. R-4.0 5.31/12" batt insulation. R-13 6.1/2" drywall, vapor barrier. R-.40 7. Inside air film. R-.68 8. Wood siding. R-.79 9. E.F.I.S. veneer. R- 5.0 Total "R" Value=19.61(brick/stone) 20.01(siding) = 23.25(EFIS) Note: Not all materials may be used on this project. 10 Wall Section Key 1. Shingles over 30# felt 2.7/16" OSB roof deck 3.2"x 8" rafter ( 16" o.c. 7112 slope 4. Alum. gutter 5. 1 "x 12" w/ 5.25" crown over I "x 12" w/ 1/4" moulding. 6.2% 6" band brd. w/ 5/4"x 6" gutter board. 7. 114" cedar soffit w/ 2" cont. vent 8.1/2" drywall w/ V.B. R-.40 9.2"x4" wind bracing 10.2"x 4" soffit framing 1 L 2% 4" studs @ 16" o.c. 12.1/2" plywoodlinsulation, Tyvek sheathing. R-4.0 13. 11 7/8" wood truss joist @ 16" o.c. Refer to manuf. specs. for installation 14.3/4" plywood t/g floor deck 15.2"x 6" pres. trtd. sill plate w/ 1/2" anchor bolts (c� 16" o.c. 16. Hardboard lap siding. R-.79 17. 10" poured cone. wall, specs. by ,astaller.( refer to code for 8" wall) 18.4" cone. slab over compacted gravel fill, and V.B. 19.4" pvc. perf. perimeter drain in gravel backfill. 20.8"x 20" cont. cone. footing. Step ftg., and wall, as req'd., for frost protection. 21. Moistureproof ug system 22. R-13 batt insulation 23. R-38 blown insulation 24.2% 6" kneewall 25.2" rigid insulation. R-10 26. 1" x 6" belt trim over 2"x 6" bandboard 27.2"x 6" ceii'g. rafter I u Ir Wall Section U a 0) C C C1. C C Q o a a, 0 m it c U c C »U) a Q r•+ Z U E L co a � a . m it U SHEET