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PRJ11-0395 B11-0284.pdf
10 ' - 2 1 /2 " Se Stair Detail B/S1 For GENERAL Stir Framing at New i - - i i - - i 1 . DE51GN LIVE LOADS: Snow = 100psf, (80psf at roof Reaining Wall This Area steeper than 4/ 12) , Deck= 10Dpsf, Floor=40psf, Wind � _ _ , 6x6 � _ _ , 6x6 7' -2" 7' 90mph (3 Second Gust) , Seismic Zone B � CB66 � CB66 2 . RESPONSIBILITY: The contraetor is responsible for 18 "x18 "x12 "' Pad 18°x18'�x12� Pad cross referencing all plans and inspecting work w/ 12 "�s Pier wj 12"�D Pi r � _ _ _ _ , � - -• - - � � _ _ _ � placement at tne site to assure that no omissions or i � i i i r discrepancies exist that might adversely affect N i i � � i i construction or the integrity of the finished product a � i � 6x6 � � 6x6 i � 6x6 Job site and construction safety are nat addressed in ; � � _ _ _ _ � � � _ � these plans and are the responsibility of the CB66 � - - - - � CB66 - - CB66 � � � � contractar. These responsibilities are industry standard . � 24 x24 x12 Pad 3Q x30 x12 Pad 24 x24 x12 Pad 3 . These plans are intended to be in accordance � 5 ' -2 1 j2 " 5' � wj 12"�D Pier w/ 12"4 Pier w/ 12"b Pier with 2Q06 IBC and IRC codes . All canstruction to b � in conformance with these codes . N , \ r- FOU N D�TIO N ,n 1 . Faundation designed in accardance with LKP' s soils � '� " � � � _ _ ., i T i report # 10029 , which is hereby made a part of these � i � � � � drawings. Maximum allowable soil bearing pressure = � CB66 � 200Q psf, no min . Proper authorization for use of the � _ _ _ _ � CB66 � � - , CB66 L � report or its recommendations are the responsibility „ „ » �, » „ 18"x18"x12" Pad of the owner. � 24 x24 x12 Pad 18 x18 x12 Pad w/ 12"� Pier 2 . We recommend the soils e � gineer verify during �- wj 12 „4� Pier w/ 12"� Pier excavation (and before construction of any part of � the foundation ) that soils types and conditions match � 7' -5 1 /2 " g' �' - � 1 j2 " � " those described in the pit lag(s) of the above � ,-- �,-_�` mentioned sails report. r ` � 3 . Remave to soils , or anic material , and an r - - � r - - � r - - � r.. _ _ - -� � � t- - - - - -� P 9 Y E � � � � � i i � � i i questianable material below pads and footers. All pads � _ _ � 6x6 � _ _ , 6x6 � _ _ , 6x6 j � 6x6 � � 6x6 i � 6x6 and footings exposed ta frost must maintain the � � i � GB66 � CB66 � C � 66 `- - - - -' CB66 � _ _�� CB66 '- - _�� CB66 required 4 frost depth . Minimum pad thickness = � � � � a� „ „ „ „ „ „ „ , , „ , a : n 12 . The footing elevations of this design are r � � � � � 1 � x18 x12 Pad 18 x18 x12 Pad 18 x18 x12 Pad 24 x24 x12 Pad 30 x30 x12 Pad 24 x24 x12 Pad indicated in economica { relation to architectural 41 `� w 12"� Pier w 12 "�b Pier w 12"sa Piee- w 12"� Pier w 12 "� Pier w 12 "� F'ier � � �� � f � / l / / � elements . Proper soil bearing and f or the soil report � .� � F � may require lower footings . j.� �� w � ° e . � •cova, 4. Drainage an d gra ding de tai ls to dive r t su rface �, � � x �, + °� ° " ° � °� ui drainage at least 1d away from the structure . '� � � :� '�9a p � � ei� 5. E x t e n o r b a c k fi l l m a y b e n r�ti v e i n o r g a ni c m a t e ri a l � � � •� � ' :", ,< f com pacted per soils re por�. � � � � w c a q� NU g 2& _2 6 . All construction and materials to conform with ACI �/ � � •� � N ; . ^ b P T 2 2x 8 Le d er w . , 2 , � � - - �` , 318. /� � w = o � � ) ,1 y� 9 � :' ' . 2x8 � e� e � ��S28 S2 i i 7 . Reinforcing bar to be deformed 60 ksi steel (per �,.,/ C � w.� b (2) y z x 6 E p o x y � � �' "- • :., . _ 7 y p i i � ° " '' _ » ' � � _ o a "�-� i 6x6 A S T M A- 6 1 5) . Lap a l l re bar sp lices an d corners � � ° o� Anchors at 16 oc To � �. , � y �' ., _ � � • � - - - � CB66 38 bar diameters minimum . a � � w 3 Retaining Wall ' o / •- � `�' � � � � � � p� .� ` � 6x6 � „ „ „ 8 . Mi �imum concrete 28 day compressive strength = � ,, . � .� � 24 x24 x12 Pad 3500 si for walls , footers, ond ads , and 4000 si for � s � � '3 .: :. � . � �� ' e p. r Ow k�n � Post w/ 12 "4� Pier slabsp P p � o °: ,> °° • � , �'� � n�r / Provide 12 �D Pier �Xt�tr ag � � � � � 9 . Concrete cover: Gonerete cast against and ►�•� ° � .� • ''" -►�. ,�„(2)2x$ � Foundations (No Pads � � � � � ,� permanently exposed to earth : footing , pad = 3 . � Nsw Retdining Walls By Others To ° ' ;`. ` " . ' "'� �' / Required) Per A/51 At S� ° b � `� �' '� Concrete exposed to earth or weather: walls, slabs = w Re lace Existin Retainin Wali � � ' � ' 6xg Stair Landing Posts � � � � � � 1 _ 5,� � q;; :. � / � � � � e�s � „ P 9 9 � I Post � � � � � � � �°" � 10. Consolidate concrete per ACI 309 . � � � c� � � � � � � � '� ° '' . , . 6 I � � � .� � � � °�a � .� ,� � � WOOD �RAMWG � Q � ` al � • a1 � 0 1 i - - - � � � � '� � � � � � .� � 1 . Framing plans show structurol requirements only. Q ; � � � � � � � � o� � � � Additional members may be required for blocking , � � �� / � / Z � i i � < . "� ,� aa .�. � s� �> � h�l ;� d- . . � .,_, � � �, c� a� � �° nqilers and code requirements. � o ? ' � � � 6x6 ,..a ca '� ca ar� ea �s �.: � =�"s *�`° °� ,� „ „ � � J " ' � L _ _. _ J CB66 `"� � c� �� � � � �s .� .'� � � � � 2 . Use Douglas Fir or Hem Fir stud grade (S4S) rn a . . �-0',� .: I � °: : I � . . � � ll# QJ "i .ew � ,.,.. -C3 �y �Y qy fll � � o C7l ,^ °C� '� "m' CCD � .m< '� a-^ OO � / / � „ „ „ �ra . � � � �, � �, � � .� � � �, 2x6 for ali wall studs (UNO) . Use DF� 2 (S4S) or � U � ` ° ' � , ' . • 24 x24- x 12 Pad = ct� � c� � ,� ca m � � � c� � . . .. o `� o ' � . (3) 2x12 Stringers Each Run and � � "'° '° �' ' ` better for all multi - stud osts , oists, rafters, �, N _a � .«� � � aa ��- A�. �sa ca P 1 t3 0� a� . , < . . ... : . . w 12 � Pier � � --' `� -� "`� "°� � � �' °° beams and lates. ^'� � � e' �' . , . . 2x12 Treads At Stair. Use PT / � a� �s � "`p �° � ` � � � headers, osts , ' PT(2)2x8 Ledger w/ ° . `' . . 2x8 .- � � ,�° � .� � P P oo � � � � � � c�a � � � ,�. �° � cu �-° c� .� a, ,.�. a. 2 Lumber at Any Woad in Contact N �, � � � � � � � ,� � � � � � .� � 3 . Any lumber i n c onta c t w �t h soi l s to b e Sp eci e s p., � •� o � �� y� � ° "� �.. . • w/ Soils or Concrete � ;� � „�, � � � � � � � ,� �a �, � � ._- Group B Pressure Treated Lumber. Specified PT on Q � � � o (2) Y2 x6 Epoxy ' . . '� / � in � �-- °-� � � � � �' � � -.� aa c� � lan _ � � � r. Anchors at 16 oc To � . ` ' - � � s� � ;� � � •� � � � � � � � � 4. Glulams (G �) - 24F-V8 manufactured in � .� a W °�' Retaining Wall : ; / � / � '° m 6x6 ,- - - _ -, � . < �t �°- c a� � � '� � ¢� �' aa '�" -°- `� �' °` ' ' �' � c�u accordance with AITC 117 -84 fb =2400 si. All Glulams o� � � p � � ;< 'i ' i . . Post 6 i �. ::� .w � .� cs .�? � �� �. s� � ;� �, .=a. , P � � 3 i � � � � � �, � � �, � �. � � a� � used in exterior appiications must be sealed and w r, � � x �C ; � �e . � . , . C L _ _ � 6x6 C� � � ,� � � �- q� ` ,� � � � � �} reservative . � � � �, �- � ° `� �. °.� � �� � c, � `� protected from moisture with an appropriate '"" � °' p" �' � � tla `` `�'^�. . S2 Concrete Slab CB66 � � � � � � � �; � � � � -� � �� P , ; . � 2 2x8 �anding 24"x24"x12" Pad � `� � �� -� �' �? � �- �`� ��= = Q' G� �n 5 . Timbers - Douglas Fir (DF} Grade specified on : " . HUS28_ . . :4. 6x6 ,> � � � � � �� .� � .o` m � `� t= �r� plan - # 1 Fb > 1300psi, #2 Fb7850psi. � a. 2 wj 12 4s Pier � � � � � � � �. � � � � .�� �� -�; 6 . Maintain 6 " clearance between untreated wood or � . , , . ° Post � � � � •� �a � `,�`> � � � c� � :s sidin and soils at finish rade . DATE: 8- 16- 11 �; � � � � a> �?- c� -;" �r �;� �: � :� � g JOB #: 1189 � � � � �n u� � �=� � � � 7 . Posts to stack over equal below (UNQ) . 4.. : : b � � � � � � � 8 . Solid black all bearing walls and posts fior DRAWN: EDW a . ° - - Connect 6x6 posts Existing o continuity to foundation . EI'�TG: CF ` . 4 �. ` at Upper landing Mechanical Pad 4- 9 . Block all joists at all bearing paints where not ��SED: ---- ° a � To Retaining wall � restrained from rotation (ie at hanger) . 'hEVjSED: ---- ' � ; e: ` Below w/ Simpson �-- 10 . Gonnect joists ta blocking with a minimum of ° ABU66 � (2) 10d nails and connect joists to plate or beom . ., . . ^ ` ; •A: � � � � � below with a minimum of (3) 10d toenaiis. ` q � t� � � � �- 11 . Nailing , blocking , and all other construction ` � - <a � � � �`s � � � � details per 2006 IgC and IRC, such as Table ISSUE: PEItMIT SET � d � • °° ;; � � � � j »� � � R6p�. 3 ( 1 ) . ( UNQ) - °' '` d • . ` . ; . � .w � � � a �a � � � t� 12 All connector eallouts to be Simpsan Strong -Tie ,� ,��"�p ��, :����,.:, °" � ; ° • < . ' - ` r - - , �► � � � � � � � or e ual b Sim son Stron Tie Cam an , inc . Install ��� � � �° ° � i °°� G�a � �°` � � �. � G Y P 9 - P Y ���,, �,� W � � 6 � ��`��" � � � � c�- � � c� � per manufacturer's instructions. f -� � A � = .;� �� �'v� �,�,.a � �� p . � � � � g q { o-„� � � ��6D � 4 � a � RLS �. � � � � � � � � FJX � � � � .._9 � ._° � "� � �az�� �� °� ����r ��� :,- �- - �, -- � C666 �- C) �>gq � � � � � � a �� � <;� � � l !§ m � � e R E T A I N I N G W A � L S Ta I R a E TA 1 L �- 24 x24 x 12 Pad � � � � �° � � �a � TYPICAL ABBREVIAB G S bearing � � � � , n » rr � � �.,T � � � � W�, �� �� � `� � � F� �i ,�iy°, � �� � � � �- � CL = center line �' �a� � � � � w/ 12 � Pier � C) � � � � � � '� � �� � �� A.< � � $ d� ,� � � ..� N E-� � � � � E. E. = each end � � � � � � { rF � r Scale : 1 /4 " = 1 ' - � " _ � � � .� � � � ,> � ��;� � �� �� �� �� � � � � � � E. M . - each member =�,,� ��t r> � � � � = � � � �. � � � � � � ,� � � � ,� � � � E.5. = eaeh side s,, ;>,�d , u �` � ,��'`� � � � � cJ � .�'�,'a � is � � � �W. = eaGlulam � � � ���� � � � � � - - - � � � t�.! C�7 � �� , i � �. ,_ � �w HDR = header •+ �� � � � i � 6x6 � � � � � � ��.�� ;� � ���' ��� � � oc _ = on center � � � � `- _ -- _ -' C666 � � � � � � � �� x ,.��� � � �� �ai OF overframe � �° � � � � k `� " �a��� � � � OH = overhang � � ; � � » ,� n � � � � � MR. �_ �� � � �r��� � OPP SIM = opposite similar ° � 24 x24 x12 Pad � w/ 12 "� Pier � ` � . PL = plote p � . � k �a w g�`� ° _._ _ _ . � � s.�: Existin " � ° `� m � '"�"'� PT = pressure treated g ^ � � J°�, STR = Structural Z x� � .� Exterior p � � �� .�� -� TYP = Typical O ��� � Y � ✓� 9 Slab � �mP ��� UNO = Unless noted otherwise � ` �.�� r .��.�� h v . . � � � �.«k� ...,. °` � . � .. r�^ Vl � T � o- Post Per Plan Z i i 6x6 O `- - - - -' CB66 CB Base � � 7' -3 1 j2 " ----d� 24"x24"x12" Pad . x � wf 12 ��� Pier ' � Maintain 6�' clearance between top W � � of Pier and Soils at Finish Grade A I�I � � � � � `- FlNISH GRADE Q r �l W � w ��.�� � Maintain Gode �, � Required Starage Shed � A 12"� Pier � Q Window �ell Below Deck � S1 \ a x Qpenin9 � - - TYpical (4)#4 Vert. Reinf. Z � U � r - � r - - - � r - � r - - - � �T � a N i i i i i i i i i i � a . Hook into Ftg . Q W � � � - - , 6x6 � - - � 6x6 � _ _ � 6x6 � - - , 6x6 i 6x6 _ �,, [-+ � a0 GB66 CB66 C�66 CB66 '- - ; - � CB66 --'�j,, � �4 @ 6"oc E.W. `� a � � U 18"x 18"x 12" Pad 18 "x 18 "x 12 " Pa d 18"x 18 '�x 12" Pad 18"x 18"x 12 " Pmd �24"x24"x 12 " Pad � � " w/ 12"� Pier w/ 12 "9 Pier w/ 12 "� Pier wf 12 "� Pier w/ 12 "� Pier _ a a ((''''�� � `"'' 6' � ' -4- 1 f2 " ���? ° �'' � . � r " _ - � r ._ � s1 r ° - � \\\ W N � . ( I I I I I I I i I I � _ _ � 6x6 � _ _ , 6x6 � _ _ , 6x6 �- Per Plan --� NOTE: 20 " Bigfoots with 1 Q "� Piers May CB66 CB66 CB66 NOTE: A(1 Dimensions Based an Existir� Conditions Be Substituted For 18"x18" Pads with �_ �� �> �� >y �� �� » �� Surve B Ea (e Val { e Surve � n Ali iimensions 12"4� Piers, and 28 " Bi foots Ma Be PAGE 18 x18 x12 Pad 18 x18 x12 Pad 18 x18 x12 Pad �` y g y y g • 9 Y w/ 12"4� Pier w/ 12 "�b Pier w/ 12"4� Pier Must Be Fie {d Verified and Coordinate� With �earing per � Substituted For 24"x24" Pads. Maintain " ' Existing Structure. EDW is NOT Resparible For soils raport All Specified Rebar. � 6' 6 ' -5 1 j2 " g ' Dimensiranal Aecuracy, , ', � ' � z � PAD PIER DETAI � FOUNDATIC� N PLA �I o >, , „ � � S1 Scale : 1 2 " = 1 ' - 0 " ��.. ��7 S1 Scale: 1 /4 = 1 - 0 � � ( f a � ��� � � lJ � 1189 of 2 AUG � `7 2d� 1 � T�UV(V � F° 1/AIL p See Stair Detail B/S1 For , Stair Framing at New 6x6 6x6 Retaining Wall This Area Post Post Provide 4x4 Knee ; . - . � . � . ^ . . - . - . - . - . Braces At Raised Deck Per Detail � . _ . � . _ . - . . - - - - - � - � � (6) Pasts TYP I � ! � . � . _ . -.. . � . . _ . _ . � . _ . � . . � . .� . .- . � . _ . _ . _ . - . _ . _ . _._.. . . . . A • S2 � � . _ . T . _. . _ . . _ . _ . � . _ . � -��- . _ . _ . � . - . _. . _ . ._._ . - . - . ._ . 2x8 Jaists � � ' 1 � � 2x10 C�} 16 "oc Joists � 6x6 6x6 ( 6 6 ° .. � .. � .. — .. � .. � _ _ .. _ .. _ .. �c.. — .. — .. _ .. _ .. _ .. i . c N �. . ..� . — . � . _ . . _ . _ . — . — . � N � � ' ( � � � ,�...., �,, . � . _ . — . � . � . � . � . _ . _ . _ . _ . _ . _ . � . � . � c � � ` 2x8 C�716 "oc Joists TYP . 5 Ys "x12 " G � 0 4x4- Knee Brace w/ 5/g" . � • �-- Existing � . - � c - - • - . .� . _ . � � o� .._._ . _ . _ . ._ . � . _ � � . _ . ._ . _ o� � c Thrubolt at Post and ( 2)5js'> Siab To Be ° ' � Thrubolts at Joists Provide � 0 6x6 � m� � � �. m�. Simpson CC Joist or Packout ES of Replaced � 6x6 L 6x6 � Post oa � a� - - - � - � - � - � - � a� - ' ' U c - ' - �' a� � Connector Kneebrace `E- Pos . x � o� . . . x �� � � a � � � Q � �- c� ri n ' ci •-"• ° p ^ p � • p c0 � _ � N �yQ — . — . � . _ . _ . _n� _ . � _ ' � NI� x U �o`v.' �u' x � X�r .-�� �XEro (�05t ' = - 4V 3, _� _ . _ . _ . ��.d ,�. � • 2x8 C�716'°oc 1 � � 'n � � '� �� KNEE BRACE PARALLE� TO JOIST iy I Jtaists TYP ' N S2 . � . _ . T . _ . - . - . � . _ . _ . � . _ . _. . _ . � . . ^ :� . _ . � . � . _ . � � � �,. ' ° � HUS28 -2 . 6x6 - • - � ! 6x6 6x6 HUC28 - 2 . . - . - . .^ . - . - . - . - . 6x6T 5 Ys�bx12" GL Beam ��)�x� �Post Post (2 ) 2x8 Rim TYP Past CC o cs . � • < � � . � • � � . �. m � . � . � �._ . � . �. o �� . � o . < o � � . � . � . a . � . - . _. . � . T . _ . _. . � . o 0 6x6 6 6 i � . . � . _ . - . - . _ , _ . _ . _ . � . _ . _ . _ . _ . . . G � � � { � � � � � � � ( � ( � � � � � � � 2x e km I � � ' - - - - - � - �-�- • - - - - Cantilever � ,� � .�' ( � � � � � � � � � � I � t � I � I � Pe Ow er � � tv T. O. DECK c Beam To End 4x4 Knee � � ° '� �� � � � � . . . Lt9S28 00 ._ ._., Brace w/ /8 . . . . . . � �P . N � . . . . . � 81� 37. 6 , °C� af Deck Simpson CC 5 F--i � � � ° � . �. T �-! �. . �. - �-! . � . �. _ �-! � . �: - 4! . � . . ._. �-! �. . �. - . � . �. _.. �! � . - . _ . _.. . - � - - � � - Connector Thrubolt EE ^ � � ` � i � Q Lb � � _ ___ ___.__..� ____ _ � ._ _ o - q 3 :� i __ .______ � ..w.__.. .�_._w �.�� . �......._ __.__ • � L . � W I _ �``-� a ;� a' y � -- _ _ � � I.. . � . � . � . � . - . � �� - . 6X6 pOSt � ._ o � PT 2x� Led er w 3 5 " � � � C = � Y i g / ( ) � KNEE BRACE PARALLEL TO BEAM .� o ,_ ,� N » � . - . - . - . � . - - - ,, o , � Ledgerlok Scr�ws C�1� oc �; � � �, .� o � ' Existing Unit 1 to Remain Unchanged i ta Existing 2x10 Rim TYP � �. _ � � . Q �, .w � ' i � �.US28 6x6 � � � � � Existin Unit 2 Fire Dama ed Roof TYP A ( to BegReplaced 9 i � . — . - - - . _ . _ . _ . _ . � . KNEE � RA � � DETAI � �. � �� � v � � I 7 � ... � w E .� ra ca 3 � � �'hs is a Electrical Load report fc�r th� Vail C �rrr�muni � - _ . _ . _ . _ . _ . _ . _ . _ . S2 sG ° ' �: � f� °� = � � — o �� L �° � � �- � � � • Contractor Verify � 2x8 @16"oc Joists TYP � � De�elopment Office for the Flre � arna�e at 2458 �arrnish EX;��; �, g �� , o R,�, :�.� . _ . _ . _ . _ . _ . _ . _ . _ . ' � Typ � � w � � � ` � � � � � � � � � � � i � � � � � � � � Sidc A . I am the electrician worl�ing for Pr�rn�er � uild�rs � . , � - - - - - - - - - � Q � Fieid Verify Existin9 � Provide (2) 2x4 • • x Inc , My company is Eagle Electr�� Inca and m� narne is � � ' Ridge Beam And � Min Below New TI� • Contact Engineer � GL Rafters . ' - - - - � - � - - � `���� � With Size ' Mldlael Koenen . �- c ! � I � ° � � � . � . _ . � . _ . _ . � . � . . _ . _ . _ . � . _ . _ . _ . _ . _ . _ . _ . . _ . ..� � . _ . .._ . — . _ . _ � � o � 6x6 a/ � o0 � The ?roperty is a Duplex. The Fire Damage remadel has its own meter. The �aQ�,�' �e�k � — — — — — — - � � � o ° p ! j Cantilever Deck 2' � U � d. a mete� has a 125 am main breaker. The feeder tm the anel is a 1 /0 SER wire � � v � � � � .� _a ,.. �, ' � ! New 5 Ye"x15" GL Rafters �48"oc j Existing 2x4 Exterior j� � � � _ _ _ ^ _ _ f Wa � � �P fromthe meter. - - - Connect Tnp and� �attom Raifs to � � � � ^ °� t ' , f - - � - . - N e w e l P o s t s w f /� E m b e d d e d 6 x 6 N e w e l P o s t w/ 1 4 5� o �, � .., o Dowe ls an d (3} 6 " Tim ber lo k Screws Beve l Aroun d 1`op T Y P � o a. � � • � s � e � a � e � s a� � • e .�� s s� e �r a o a � e � e � e o a � � e e s • � � �� � �� � � � \� _._.. �, • � ' The only powe� �equi�ements we a�e addang a�°e 1 �0 ft of 240 v. wath � � � o � � I lYP . 125 13. 5 ' :.� . � . e - - . - . � . _ . � . ; 6 w a t s p e�f t. w h i c h i s 4. 5 amps which �eplaces old heat tczpe which was 2. 5 w ' ° � .� x ¢ � ,-. c� w w w � � i ampsThe diffe�ence is 2. S amps or 600 VA . -E-_ __ �__ _, � _ _ 6X6 � � W ( � I cc ' -� 1800 sq. ft. * 3 VA per sq ft. 5400�A � � . _... . _ . _ . _ . � . _ . _. . . � . _ . _ . _ . _ . _ . � , _ . . — _ . — . — . — . _ . _ . — . • , � � � DATE: $- 16- 11 cv , c� 2x6 T&G Decking � ( _ 4x4 Top and Bottom Rails � . _ . _ . .._ . — . — . _ . � . �n 3 r� JOB #: 1189 3000VA at 100 % 3000VA w/ /a Round Hollow Metal 4-I '- � `- I-D Over G� Rafters � o <n Rod Ballusters TYP Field Verify Field Verify �P � j 24�� � . 35= 840VA � � — — � — - — — °�"' — � � D�w�v. EDw ' I � � –' f�� REVISED: ---- ' ' ; General Lighting . 3 �40VA . _ . _ . _ . � . � � _ _ . � � { �� � � � � � � � � � � I i • f � � �I� � � i � � � � �� � � � � � �� 1 � � �� i • � • � � � • � YI� . . � Connect Ballusters To Raiis ��SED: ---- ' ' i Small appliance load 3000VA '" � � i Existing 4-x10 � � w/ Concealed Screw on ' OutiookerJHDR To Laundry j SQQ`l�, �' � ! � � � � � Inserts Per Controctor TYP � ( � Remain P�echanical Arer� s �n � � � Befaw (�eek w/ 2x4 � . T . _ . - . - . � . - - � R O O f Walis Framed an ( ISSUE: PERIVIIT SET Concrete Pad �-E- - _ - • - - - Maintain 20Q6 IRG S acin Notch Post To Rim ������, ; Total General lighting C � � I I i And small a liance 8340��1 � � �° M � � � m � �� ' ' 1 ( re Pravid � Se arate 2x8 � and Cannect w � ��°r �° , � � Requirements at All Guardre� il � „� � a�'�� . . pp Raof Framin Belaw � _ _ � � . � . _ _ Gamponents TYP (2)5/$" Bolts � E,.�� �, �°x ��� ��� ---------------L----------------_--____�_______---------------------L----J Range load 8000�TA D�Gk Framing U C � � G4� � � � � e� ������-�� � �' o sxs � �� � ¢��m� �1 ���� `� �� � � Dryerload SSOOVA �- . . � � — . _ . .�. Ef� � m4 .� � � �� � � a �� `� � � � �> ��� � � � NOTE: Insulation and Cold Roof Per Contractor. N0W Heat TapO 60a�T� � � G U A R D R A I L d E T ,� ( L. �^�� � �, � ��- � Contact Engineer With Any Discrepancies Between � � � � - - ' - ; r • ��� �& t-° o Plans and Actuol Existing Conditions . � � „ , ., � � ���� �����r���° I Scale: 1 f2 = 1 — 0 V— � . . . .� . . � . � . .._ . _ ' � ' _ ' C �`�G`�,��� '� camsaara � nh.f��a +���. . � � � . �. . . p{%:„ a � E' r? ri} � < ';*m�q+'" ... � � �� � � �. .��.w� '� �- ° ' Total Load 22440 divided by 240V . =�3 . 5 a111jJS Bay VVindaw � . _ . _ . - . - . e . � . _ . e . � � � �� N�" '�" a � N � �boV� �eG� I B ,� � �. �_ '_ � s2 � � � � I� . _ . � . _ . .�. . � . � . � sxs z °' �' ° My isMichael Koenen and my company is Eagle �lectric Inc . from Box � � - - - � - - - � �G p W W � 131 , Gypsum CO 471 -6155 . � � � � . — . — . ._.._ . � . — — - — � I T. O. DECK � ` iJ �� Cantractor Verify —�.�.� , �,i �. Existing 2x10 Rim � . _.._ . T. �sca37. 6 _ _ _ _ � . � � � � ��, �� � � 1� � �f � 9 � Z � � . _. . � . _ . - . - . � . _ . _ . ^ � � � � p �; 2x8 C�} 16 oc Joists TYP � Qeck Guardroil Per Detail � �� � � � �� W ��, � ROO � � RAMING DETAI � � . _ . _ . _ . — . — _ — . - . — . , x W � Cantilever Deek 2 �'� ��� r �' - �. ''� ,r R �` � 4 S2 Scale : 1 �4 „ - 1 , - C7 " PT 2x8 Led er w 3 5 " - . F � � � � 9 f � ) �. . � . � . ` . � . � . _ . . � � . _ Ledgerlok Screws Q8'�oc � 6x6 " ���"°"� � __ . to Existing 2x10 Rim lYP I � , . CC �� �� � � ��,. _ F r71 � . _ . _ . _ . _ � n � nfill This Portio � {2�2x� Blockout Around Window Well ( �-� �2$ ° 2x6 Decking Of Window Well -�y�P m � Q Hang Blockout Joists w/ LUS28- 2 �fYP � - - . - . - . - . � J � x � ._. _ _ — � o (� � �— . � . � . �. � � . �. _ . _ . ,�- �. � . evo � W . �' `�' �" . . LUS'2$�" r�' r�' r�-` � ``�`' �" � `-' 2x8 Joist � ,�j' � � ` Maintasn Code � I a, � � . . � � i P . i � a � .�. . - - - - - � o � I �equ �re� � . I I I stor��e shed . 1 � I I � ! � � I I N �, w q � � ' Window Well ' � [ f Below Deck I � � v, .-. � Opening . � . 0 6x6 � ( � � 6x6 � � � S2 I �' � I cv � . - � - . - - N a t c h Ri m f n t o P o s t r a n d �-y x � LUS28 � � �m Connect w/ (2)Si'�'° Bolts <C U � � 0 � � � � � Post . . Post Typ x a r�- '� v� Existing Paver Patio � � . . . - - • - - . . �" ` . �N_' . � ` �' - - - - - 2 2x8 Rim a Fii ~ � � � � `� � i_`t' . � o I ( . . . . (2) 2x8 Rim TYP 6x6 6x6 6x6 � } � � � � I � I • � `° I I � Post Past ECC 6x6 Post q � � U Use PT Joists Where �� � x6 ecking i � � D WN � � a L u m b e r i s i n C o n t a c t � � � P e r O w n e r � � � � � � � w/ S o i l T Y P � � � � ��g . . g ( c y ( � I {3)2x12 Stringers � N �' . �_ ,���, m .,.� . ��, � ,� . � . �,�, . . . . . . and 2x12 Treads � RIM JC) IST P � ST � ONNECTIC� N DETAIL At Stair. Use PT 6x6 (2) 2x8 Rim T`fP 6x6 6x6 Lumber at An S � Post Post Post y Scale : 1 �299 � � ' - O " Wood in Contact PAGE wj Soils � 4, ; ' � DECK FRAMING PLAf�I � � 2 Scale : 1 /4 „ _ � � � a „ � � � �� � 1`/ L� #1189 of 2 AU� 1 `� ���1 IL