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HomeMy WebLinkAboutFloor Plan Framing Details.pdf� _ - . � � � � � Project Notes '. ! Genera! '!. Atl Contractors are to verify aii dimensions, notes, revision dafes, iY and Buiider's specifications, per their work. �.'_J ' 2. Ail Contraciors are to clean up the jobsite, per their work. . ' 3. Ali Contractors are to verify all applicabie codes or ordinances, per their work Any substitution to any materials, components, or assemblies � generically shown on these documents, shall aiso be veri�ed. ' 4. All materials, components, and assemblies shown in scale on these documents are for illustration purposes only, and may not be the g.� � G � actuat size, or modei aumber used for construcrion. � 2 ' S. Notify the Architect of any conflicts, per ali drawing notes, or illustrations. / Verify the degree of'�finished" or "unfinished" areas. � ' • � . ' The Architect shali not have controi of, or be responsible for construction ' .¢ �, means, methods and procedures, costs, safety, other's written specifications, j� • p`� f 4�0" and acts of omission by the Owner, Buitder, Subcontractors, or others Garage Framing Key performing or supplying work and products to the Projec� , 12'� ' 6. Apply all applicable practices to maintain permanent protection against .�, -.i ° 1. Foundation. � ` ����� ' moisture damage, and water intrusion into the structure.. 2. 2"x 6" stud @ 16" oc, ��? �� 7. The Architect shall approve any Shop Drawings required of this Projec� blocking, per code. h. r. 8. A(i site and landscape planning, interior design, and kitchen-bath detaits are ; 3. 2"x 6" pres trtd sill, w/ ,r� by the appropriate Subcontractor. '/s" anchor, space per code. ' � 2 9. All mechanical, electrical, and piumbing design (MEP) shali be by the 4. Double 2"x 6" top plate. Z . appropriate Subcontractor. ` 5. Manufactured scissor truss. i .� Manuf. to supply assem6ly � ', Site design, chord and web protle, '� 1. Ait fill brought to the site shall achieve minimum compaction required and force diagram. Hurricane ' �.�� � for construction of this project. � clip ea truss heel to double top plate. �w � g 3 2. k�nal grade shall be determined by individuai siYe conditions ' 6. Ceiling slope beyond. � 3 � � 3. Siope grade away from the building perimeter. 7. Wall mtd. Basketball goat � �? 4. Coordinate masonry ledge and/or foundation wall, wit6 the final grade. ; 8. Conc. slab Garage floor. Slope as �, --- __ shown. �'ti. � 'f �'J � � , Structure 9. Slab perimeter at East wall. �, � � _ . _ _ _._._ __ � _ �.. ! 1. Al( framzng shail conform with practices, installation requirements and � ' procedures of the suppliers, and manuFacturers. ,� . 2. Wood, concrete, or stee! floor and roof trusses, beams,��olumns, joists, rafters, -:Garage Frame PrOjlle and walt assemblies shall be sized and certified by the mannfacturer, or suppiier.> ' 3. All live and dead loads to be caleulated per ail codes and conditions. Review - all documents and specifications to determine the loads of ail materials, components, and assemblies used on this project. 'Additionai Information ' Wall Key ' 1. Not all information above may apply to certain Projects. ' 2. For structural additions to an existing building, match ail materials, � 8" conc. block wall components, and assemblies to the existing saare, whenever possible. `--- -- » 3. Review the 2012 Tndiana Energy E�ciency Code for compliance. � 12 conc. block wall ' 4. Verify any requirements with local Homeowner s, or Development associations. - --- - . . . ; _. • _ __ _ _ __, --::- ....... .. ...:: , Note: All siopes are 9/12, except as noted. + p .I � 8":t 8" c.m.u. lintel Front porch roof is a i/12 sioped �° �..-.:-::-:.: =::- membrane to a perimeter gutter. g �T; � 8"x 16" conc. blcek pier _ Entablature'overhangs at brick ' _ , � � . . . . � j; � !� i . . _�,__ � . . � � , . , � -�- . veneer to be 18". Single story areas, -. -i: ---D : a � .footing / wall - step w/ grade , __._-�__ • w! siding are 12". :; . a-- I p� _ �.j, d,� ;._.. _ truss joist - tYPical span , .; ..... :; : , : �:; -' :! � ..,: :� , ........................._..... ..._............. ---- 2"x j t p 1 p n 4 : p - o�-ty��sa ...: i�- i �'. � � ! �....� perimeter footing drains ......__ ......................._. :........, : � '� ; ; ; :........... i «R" Value Tabulation � �-' `_, _;�= lam beam w/ steel post q`' i. Outside air film. R-.17 > ' � b_l ' :='�= lam beam w/ solid wood bearing 2. Brick/Stone. R-.39 > : � � - - - -�--�--� . ; � 3.1/2" air space. R-.97 :� '. , : -' `.� M�_`•s :steEi beam w/ steel post 4.1/2" exterior sheathing. R-4.0 � �....._........'� � � P �' :...................... , • • 5. 31/12" batt insulation. 8-13 ': ` .............: '•. ; � ---- ncrete wall, specifications by ` 6.1/2" drywall, vapor barrier. R-.40 �. . : . � b : poured c ' : � : '- -' ; 1 ' ; -' �--�:�- _----- installer� '7. Inside air i►lm. R-.68 ! i °'`._. . ._ ....................1........ .. -' � i '- 8. Wood siding. R-.79 ' � -' `• � 2"x 4" stud wall 9. E.F.I.S. veneer. R- 5.0 r ; • : . � I , i) ' � b � b � *» Total �R" Value -19.61 brick/stone , _ .. _. . ;_: . __________._. ! �LZ . 2 x 6 stud wall - � ) : 1 0 �� __: s :.-.--......__..........._ .:.....:....._ ......--�-�---�� ; , j = 20.01(siding) . � ...............................:........................... ! � . sound insutation = 23.25(EFIS) . . . . . . . . . . . .. . . . .. . . . . . . . .. . . . .. . . .. . . . . . ....... ....... ....... . ....... ..... .. . . . . .. . . .. . . . . � . . i . . . .. ''. h . r . . . .. . .. exterior wail w/ masonry veneer Note: Not all materials may be used on this project ; � � RA01 PI`dil All solid bearing shalt be conivauous from applied +, load to footing. No intcrruption by horizontal components, ' pnless approved by Architect. �. y ; . , ��__- - -_ _.., Framing Details Key ; ( I/2° DIAMETER �AILfNG _ . , Y Wail Section Ke , ;; 1. Double top plate ~� ,' � 36" min. landing dept6 ' ' i. Shingles over 30# felt ' 2. L�I. header or beam* ' 2. 7/16" O.S.B. roof deck ' 3. lk pound anchor strap ; - ` 3. 2"x 8" rafter @ 16" o.c. (8/12 slope) 4. 2"a 4" or 2"x 6"_wall studs (see plans) r Ixi2 PQPLAR 9K1RT80 S 4. Metai Gutter 5. 2"x 4"�pr 2"x 6" jack studs (see plans)' r`r 2x12 i1J00D S GER 5. 3.25" crown over 1"x 6", over smooth 6. Top plate , - f i 1 hardiboard panel w/ quarter round "picture frame" �` 7. Bottom plate �' i 1/8' PARTIAL RD �� ; 6. 2"X 6" band brd. w/ 5/4"x 6" gutter board. ` 8. Treaded bottom plate / TR CAPB ; i , ` ' 7. Soffit w/ 2" cont. ven� Yer£. soffit-optional , 9�Yz" anchor bolt ' 91�" READ�"1 � i ' 8. 2"x 6" ceiling rafters @ 16" o.c. 10. Foundation NOc��� i� i 9. 2"x 4" kneewall, w/ 2"x 4" wind brace @ 48" o.a : � 11. Floor framing/deck *L�'L beams are required to be designed and � ' : 10.1/2" drywall w/ V. B. R-.40 �' 12. 2" header w/'/:" plywood tested, according to approved standards, and , ' ;� 11. 2"x 4" studs @ l6" o.c. ; ' 13. 2"x 4" or 2"x 6" silt (see plans) codes. Installation, attacLnaent, and support . � '� ' 12.1/2" plywd./insulation, Tyvek sheath. R-4A ' `s : ; 14. See table R502.5(1) above; from the shall be based on supplier specifcation, and �. � } I , ' 13.11 '7/8" wood truss joist @ 16" o.c. ' i1tC, for header spans requirements. eac8 individuai appiication. _, � � � 14. 3/4" O.S.B. Ug floor deck j - °" i 1 15. 2"x 4" pres. trtd. sill plate w/ 1/2" anchor ,. � � j � ►- i TER RAILING ~- . � „ ----w .. - __,- . ' � botts @ 16 o.c. ` � ' 16. Window head s�- �36" min, landing depth 36» min, landing depth 17. 15"x 20"x 6" bracket on 2"x 6" ledger /Y Dl2rltAl.t � t » » (� � i 2-� � i (� � . 18. 2 x 6 entablature trim £rame � � �� � Ixf2 POPI.AI� SKIRTBO 5 19. Brick course, expressed i/2��(water table) 20. Brick veneer w/ weep @ 32 o.c. Ties to structure, ! 3 � �' �. 14 92 i2 ;+ !4 2x12 WOOD S G�RS per code �t� 21.10" poured conc. wall, reinf. and instaliation � o � t I/8" PARTIAL RD specs. by installer. ' � <aARa�G� dND uBtlS 4�Kl�GE AND 1�41t5ffi o ' � ��p5 � 22. 4" conc. siab over compacted gravel fiil, and V.S. " � � � ' � � 1� � r'' T o. DGOt� TYP. W.iND1Y! ,,, . ,� � °' - n , o % . �,; 16 REAO�"'t ' 23. 4 perf. pvc. perimeter drain in gravel backfilL Z! � � d �, � o NO$ING 24. 8"x 20" con� conc. footing. ----- '�+ ' � i3 `D 25. Moistureproofing system 'F �' f2) 2x4 DOOR 26. R-13 insulation �' 27. R-38 insulation � y v. OV ��, lt � A D G A�, A 4 is v oo �, �, H . HEADER • L'-S" A.P.F. 5 �-' � �' � 9JOOD DOOR 29. Flashi g rring 1/2' GYP. BORRD ` 30. Lath catch ; �` f0 ; '' , � ` � 31. Optional 2" rigid insulation , g 9 �' ;36" min. landing depth '4' CONC 51,f1$ < 32. Crush block + . ; . _ . . ._._ - r oRY�u � .� , 4 n . � d I ' ._ _ _ _ .. ° • �. � . CS .:�.: i . w. . . , .... t o-•C .... .. •. .. :'.l G . { h „ � � . , . . ' ' ' . . , . _ ,�.. . , ... '. . ,. . . . . � N i7 . . . . . • - . � _ . . � . . . . _ .. _. .. .� �:r � � � . �. .. . � �. . � . , . � � � . . � ... � .. . � . . ... . . . '' . . . . .. . . . .. . . . : . .. �. . , . . �. . - � � . . . . i � � ' . . . . �. . . . � . .. . . .. � ° ' Wall Frarning I)e�ails Stair Detail ,, , . I�'I_.[�'�- � _� � , � r , , r� _ _ _ _ p,6u j. 2� ; ,. ' , . i = , , „ , � , � ' , � , . � ' � S" . . . . . . . .. . ' �. � . . . � . . � � . . � . . . . . � . ' � .. . . . . • . . . . . . �h.�"�.. . a . � � . . . . . • . . . . . � . i 0 ' f Wall Section. s., A�5