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HomeMy WebLinkAboutGORE CREEK BLOCK 2 LOT 2.pdf � � °o LOT 13 3 � ` � 9 � d � J � � � J o �� � � � � � � .o o�o b� � � o o p � fLS •— � a � � � � � •� � LOT 14 � � °' " ' 9 ` � � 4 \ s PLAT: �i:`�: `s�y RADIUS = 85.74' ` �'�``'� "959,� DELTA = 48'49'40" o� F ARC L = 74.11" / 1��' � �� CHORD = 71.83' � / �0�, BEARING = S26'35'39"E � '�� � CONCRETE \ � LOT 1 •�� SO• PIER (TYP.) CALCULATED: Y �'�� / RADIUS = 85.�4� � A�UM NUM CAP,E�.SR Nol 30091 so ��` � o titi� DELTA = 48'49�40" �, �,so , ARC L � 73.07 W o. �90 � , TANGENT = 38.92' (—+ ,� a� � �,o� CHORD = �o.as: , � LOT 15 � Z �- o. BEARING � S26 55 09 E � �g OUTLINE OF ~ O Q FOUNDATION � ~ � � Ska�S � ~ / `�o ,"° (� � \ N''o. �1��C' �`C'� n 1""" � � / � �� -� � U ,�..,� � BUILqING SETBACK LINE Q � "'�— �j � M-�-1 � ,�G�O '�g � � � �i� '� O / UTILITY & DRAINAGE �� o �� � � O � � � EASEMENT � � � m � � �, F-�i 1� ' � ti� � o ,� . � � rD � O � FOUND PLAIN � � / � � � � � No. 4 REBAR '�; o� tio �� . � ,� o �° Tr � � � tS� a a / N LOT 3 � ���- o � ,�' � w o r'-� �' �.,� � p . z� ,y.�, . �� oN rz � � `> �6� \ i� � // N N � � W � � w s� �, � �,� �; �' �, � LOT 1 � � ►-� �' s • � STREAM I � � � � N � o. o / \ � yP �'_' � � � � � I �M � D � � � � Y Y � � w DRAINAGE EASEMENT ^ � ('1'� O NOTES: � � � � 1} LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE � � � `� MONUMENTS FOUND MARKING THE PROPERTY CORNERS fNDICATED. � � '� I 2) THE BOUNDARY DIMENSIONS, EASEMEN7S AND RIGHTS OF WAY SHOWN �OT Z HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. 11,378.3 SQ.FT. (PLAT) �� o, 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY 11,358.8 SQ. FT. (CALC.) LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE 5109 BLACK BEAR LANE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY RADIUS = �Z4.00� THAN T N YE�ARS �ROMNTHEEDA E IOF CERTIFICATIQN SHQWN HEREON.ORE DELTA = 13'37'39" ARC L = 29.49' TANGENT = 14.82' / ``1 CHORD = Z9.'4Z� I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS � Q�`�� BEAR{NG = SC2�'rJ9�rJ'O�W PREPARED FOR G & J CONSTRUCTION, THAT IT IS NOT A LAND SURVEY O � � ' PLAT, AND THAT IT IS NOT TO BE RELIED llPON FOR THE ES7ABLISHMENT / �.• OF FENCE, BUILDING, OR OTHER FUTURE lMPROVEMENT LINES. � O � � � ��Q I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED � � PARCEL ON THIS DATE, 8/10/2005, EXCEPT UTILITY CONNECTIONS, ARE � � G - ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, � Z `� � Jv THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY � � O�� IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND � � � THAT 7HERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT a o � ��� �� �A�L CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. GRAPHI� SCALE G�� ��SIGN R�VIE� ,. 20 0 ,a 20 �o eo S`�AF� /��'�'ROVAL � � P� �-a�os A.��, w w N �� �...��ti � � , ( IN FEET ) �� L��T�' � ------ — �� ,�� ��"-- �.�s�o � 1 inch = 20 ft. �'��!��• `��� COLORADO P.L.S.RNo. Q9�"'P ��: F f �; ,� t � ; 30091 : � � � m m o f : o � � k i �`s �<4��'.�,�i � � • . `E �,�_�� : � � �� •e�°�eE�ea••�� .,�� - t, ��'�L LANO� r ..��.� r�P''r t� - _ �3°s` oc2�� . . _ . . �, S LOT 13 � � � � �. � LOT 14 J ° • � J � � 1�n hw� pp p� W/ W, � O� � � xp O �V � •� a� • � � O � O RADIUS = 85.74' � � a a � \ DELTA = 48'49�40" � � ARC L � 74.11 EDGE OF CHORD � 7�.53� "�� �s \�ASPHALT , ��� �f9, � BEARING = S26'35'39"E #�`Y � S9E` CALCULATED: p�°� ` \ RADOUS = �5.74' � �� `��p�, DELTA = 48'49'40" � / \ . LOT 1 �y+� 'o, ARC L = �3.0� , o s �� / � � TANGENT = 3S.9Z� �_ FOUND No. 5 REBAR WITH �� i'� � CHORD � 7O.8S� ALUMINUM CAP, L.S. No. 30091 o, ��` �� �-' � titi BEARING = S26'S5'09 �j,// � DECK � / 1ao �iT � •o, \ , �"'i , 1go a� \ �oO \ �o. �°- LO T 15 � Z ,� �� �6�ti$ �, � O � a5 � � / ' ��*� � CONC. rn � � � �STEPS w �T� � � 'PO. \ �� �\ � p+-1 ^ � �,o � 1--i � �� l / BUILDING SETBACK LINE 5 ��" � � "'-- ►°� � 3' c K � T� � � 1�0 g \� � DEC � � � r� �j O / � V1 r l UTILITY & DRAINAGE � �,,,NT, �`�a� � � �T'� ��., o. y y� �./ EASEMENT �DEC�\ir` a' a.9�--- • I /� � � � � � ��= �� � �' r � � w � � � �� � \ ° i I —{ :0 � E—� FOUND PLAIN �• � � ao / � p p � � No. 4 REBAR �„�, y�y •�: � N N I � ("" � T 1 � � 1 � � o.ti� � w c�+ � y � `.� LOT 3 �� �d�.a �7.° � • NN , � � H O � •o d � ,,6�' �� � � / m m � � REC'D N 0 U - 9 2005 � � � 's� � � � � � D � LOT 1 �5 � � �tS�� \ 5,0, S/ FLOWLINE � �� � O A /�� ^ .. ��" / .�, OF STREAM � � r„_ " C� � �'U �a W (V �y �. I � O " � � , � � ao .�� � � � � DRAINAGE EASEMENT � Z O ,�/ O � �� (TI • NOTES: W � � � � D �'�' • 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE �ASED UPON THE � v n �� MONUMENTS FOUND MARKING THE PROPERTY CORNERS INDICATED. � v F--� I 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN LOT 2 HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. 11,378.3 SQ.FT. (PLAT) ao 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY 11,358.8 SQ. FT. (CALC.) LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE 5109 BLACK BEAR LANE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY RI�DIUS = �Z�.00� THAN T NA YEA SP�ROMN THEEDATE IOF CERTIFICATION S OWN HEREON.ORE DELTA = 13'37'39" / ARC L = 29.49' TANGENT = 14.�2' // ``� CHORD = Z9.42� I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS � � Q�v� BEAR�NG = SGZ'59� 'rJOpW PREPARED FOR G & J CONSTRUCTION, THAT IT IS NOT A LAND SURVEY � �"� � ' PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT O N �• OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. � � � O h I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED O � � � �� PARCEL ON THIS DATE, 11/02/2005, EXCEPT UTILITY CONNECTIONS, ARE � . � G ENTIRELY WITHIN THE 80UNDARIES OF THE PARCEL, EXCEPT AS SHaWN, ^ � `� cs �V THAT 11-IERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY � � O�� IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND � � � THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT a o � CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. GRAPHIC SCALE �� GO ����� �� ����. . zo o ,o zo 4o ao � �I�SIGN R�v���'�� + L� � G� f �!ll�� /'l��1 ���lZba �tc.\� ��t eec.��Cj� r,� (,� �f U L��� .�� .,� I �� �,0� ~`�. � o°: a h ( IN FEPT ) � ��. "" � SAMUEL H CK ���� —�9° O 1 inch = 20 ft. �-'�` � '`'�' COLORADO P.L.S. No. �� 30091 e rr �: :�__�L_� � � / . c � m `�E.�,�� --____.... ��•..�1 N/ °���' � � 2 eQ! 1���.\ t ? m �Q y°Oeaeo• �`Q � U � �'qC LAN� .;.:t c�- � �_ � � _ �`� � � .� �c \ � � � °O � O N � M . , \ � � � 3� / ' � � o .fl . � �,� � \ � ' � ° o ¢�'�¢ � _ - ` � / I � � rn �0 / - - / ' � ' �'� � - -- -- ��- -_ __ -_��_- -- � � ' � � �y,�� _ _ _ _ _ _ __„- _ -__- _ _�q� �_ - _ __-- \ � I I UTILItt DRAINAGE EASEMENT v / � _ -�� - - �� � � � � � �� o - � � r � � � � . MH � � i � _ _ _ . � ��� \ I I 20' F20NT SETBAGK LINE SEWER ¢ . � / .. � _ _ p � I ,,� � �� AI���, a� ' 'i \ O _ _ _ � - _ >Q , „ , _ _ � I , il i i ' � � - , ti � �� - - ' -� - � � � ' � � ' \ F ��d6 _ _ // I � I / \ .. � Mr \ � - , � ao ��.._ - � /� � 1� \ i 5`\ oFDSILne9 _- __ _ i -,- � - / . I I` ` \ HWLf ... .., ..... NCE 1 I P I � � - INSNJ� WTIL�TY � � � h � v � - - - -41�A;IrI�A�E` - - - � � � / � � �� � � � sOD V � _ _ � �� 1` _ _ � / � '� � � � ' . �_ _ � / I i � � � � p� - ' ' � (�4P,W} __l. - �� � :�-', � 98 � � ! �� - �ENfERI�YN�q K - � � ' / I i 1 � . � — . � � ` _ FD � � � / "' • _ �� _ 4 i m ` � \ o� 6R�8 / �/F , . T^` �i �r;,. P `� \ yy � � ._ .� l y�, Q� � , � �1 .�� ��.; ,:. � � ,... ..... � � � ��{j}����� v � � `�`'z� � �;i � � �i ��/�G � O � �E'rLl' �� � � � � � � � � � � . . / - � � � �� � � � , � P�1 S i� �i � ��� � � .. �i� � •. / � �'+� > � �T � p,0 � �\ � vi� C � ' ' r `I'OWCI Of V311 Cainrnun�ty C}e�relc�pment � 75 S k rontage Rr� Vail, CO 81657 970-479-,�13� Plan analysis based c�n the 20�3 In�erna�ional Residential Cfl�e Prc�ject Number: BD5-D1�4 Date: June 22. 20(l5 Prc�ject N�me: Cummings Residenc� Addr�ss : 5I�9 B�ack Gare �rive Cantractor: G & J Ccans�ructian Occupar�cy: R�3, U I�esigner: G & J Gonstruction ��onstructior�: VgB Engineer: �'��fery P. Leoa�ard Repart By: Charlie �avis NOTE: The cc�de items listed in this zepart are nat intended to be a camplete l�s�ing r�� aZ� possible code requirements in the 20Q3 IRC. It is a guide �cr seTe�ted se�ti.ons of the code. Repart created using Plara Analyst saftware by IHS Gl.obal 1-80�-854-7179 SEPARAT�t�N 1�IRECT��N $QUI�IDARY AREA I�7CREASE FIR� �RQT�CTI�N NQRTH Property line 58 . a Feet 68 . � Feet EAS�' Property l�ne 15. Q F'ee� 15. [7 Fee�. S�U'I'H Prop�rty �ine l�. a Feet 10. � Fe�t WEST �roperty line 21. Q �'eet 21. [7 �'eet EXTERIQR W�LL FIRE RA'I'I�IGS ANq OPE�ITNG PR�TECTIQN Section R3D2 NORTH EAST SOUTH WEST BRG NC�N-BRG OP�IG �RG �1�I�-BRG QPNG �RG NQiV-BRG C)PNG BRG NQN-BRG OPNG WALL WALL PRQT WA�L WPsLL PROT GdAL� WALL PROT WA�L WP,LL PRp�' �J hr Q hr None d hr Q h.r �]ane 0 hr a hr None 0 hr L7 �� t3one NQne �- Nca fire prntec�ian requirements �or flpenings. - Sec. R3�?2 . 2 NOP -- Qpenings are not perm��t�ci in this wall. . -- Sec. R3a2 .2 Exceptzon: Foundatic�n vents installed in compliance with this cade. The fir��re�is�iv� rating is required far expnsure from ba'th sides , Prc��ectians beyond the exterior wal1. s�ail not ex�end c�c�s�er than 2 feet tc� the property lin� . Projectians less �han 3 feet ta th� praper�y lin� shaZl have no� Less than Z-haur fi�e-�-esi��iv�e construction c�n th� underside . -- Se�. R302 . 1 Page # 2 Cade review �or: Project I�i. : �umm�.ngs Res�dence Address : 51Q9 Black Goze I�rive FL 1�AME A��A MIN.LIf;HT MIN.VEN�' NC].EXITS EGi�ESS 3 Mas�er bath 2 225 �8 . f} 9. Q 1 No 3 [�aster k�edr�om Z 271 21 . 68 10. 84 1 �es 3 Sz�.t�ng area/l�aft 69 5. 52 2 . 76 1 No 3 I�alls, closets, etc. 228 . 0 . Q 1 No TOT'AL F�3R FLQQR 3 7 93 � 2 Master bedro4m J_ 308 24 . 54 12 . 32 1 Yes 2 Master bath � 18� 15. 1.2 7 . 56 1 No 2 Pc�wder rotim 37 3 . [7 1. 5 1 E�o #Z 2 Mud roorn �i3 5 . 04 2 . 5� 1 I�o 2 Ka.tchen 23D �8 . 4 9. 2 1 IVo 2 Living room 531 42 . 48 21.24 1 No 2 Din�ng raom 263 2Z . 04 1Q . 52 1 No 2 Halls, closets, etc. 530 . fl .0 1 No T�TAL F(JR FLQaR 2 2151 �. 1 Bedre�om #3 15$ 12 . 54 6. 32 1 Yes 1 Bedr�c�m #2 158 12 , 54 5. 32 1 Yes 1 Ba�hroorn 3 35 3 . C} 1 . 5 1 Nc� #2 1 Bathrc�o� 2 36 3 . 0 1. 5 1 Nc� #2 1 Family raQm 365 29 . 2 14 . 6 1 Na 1 Garage 5�5 , � . � 1 I�o 1 �'awder roorr� 2� 3. a 1. 5 1 No #2 1 Mechanical roam 51 . 0 . 0 � �In 1 Bat�rv�m 1 61 4 . 88 2 . 44 1 t.io 1 Pedreac�m �1 245 19 . 68 9. 84 1 Yes 1 Laundry room 66 5. 28 2 . 5� 1. No 1 Halls, cZosets, e�c. 344 . 0 . � 1 Na '�C?TAL FaFi FLO�R 1 2(7�0 1 �esidence 4994 1 Page � 3 Code revaew for. Proj�c� Id. : Cumminqs �esid�nce Address : 51Q9 Black Gor� Drive NQ�ES : MIN.VENT (Required exte�ior openings} is 4 pezcent of �he �loor area . _g Sec. R�C13 , � Exception I : Glazed area n�ed no� be openabl.e wher� �mergency �scape and rescue zs nat req�zired and an appro��d mechanical ventilatian system is provide�i capab�e of prc��lucing 0 . 35 �ir changes per haur in the room or a whole-hfluse mechanical ventila�ion system is ins'�alled capable af srapplyYng outdoor ventilati�n air c�f 1.5 cutaic feet per mir�ute per occupant computed on the b�sis af twa r�ccupants for the first bedre�om and one accupan� per ea�h addit�onal bedrodm. �3N.LIGHT tRequired exterzor glazed area) is 8 percent c�f th� flc�q� ar�a. -� Sec. R3�3 . � �xc�ption 2 : Th� glazed areas need not be pravided in rac�ms wh�re �xcept�on 1 zs sa�isf�ed and artificial ligh� is p.rovided capabl.e of praducing an ave�age i�.�.umination of � foo�candles �ve� the area of the �aom at a height af 30 inches above �he flaor. �J�TE 2 : T�e minimum glaz�d area in bathrc�arns is 3 sq. �t . --Sec. 1�3Q3 . 3 The minimum vent area in bathroflms is 1 112 sq, ft . ---- Sec. R3(73 . 3 FO�TNC7TE5: 1 . EGRESS - An operabl� wir�daw o� door that op�ns directly ta the e�teri€�r �s requized from t�is ra�m. �'he m�nimum clear openabie area must meet the tollawing. -- 5ec. R31d . � 1} Th.e maximum sill height is 44 inches . -- Sec. R310. 1 2} The minimum clear area is 5. 7 square feet . -- Sec. R3J.� . 1 . 1 Exeep'�ion: Grade f1r�c�r windc�ws may be 5. D square f�e�. 3} The rnini.mum clear heighti is 24 in.ches . -- Sec. 1�310 . 1 . 2 � } The rninimum c��ar width is 20 inches . -- Sec. R3�U. 1 . 3 � Window we�ls for es�ape and rescue windows shall have a minimum net c1�ar area c�� 9 sq. �t . with a minimum horizc�ratal pz��ectian wid�h o� 3b inches. -- Sec. ��lEJ .2 Window w�lls with a vertica� depth gre�ter than 44 �nch�s helcaw grade shall h.ave a ladder ar steps. -- Sec. R31a . 2 . 1 2 . The num�er of exits is based c�n R311 . 4 . 1 The requirect exit door shall be a side-hinged door nQt l�ss than 3 �eet in width and 6 feet S inches in heigY�t , -- See. R31.1 . 4 . � J Page # 4 Cc�de review �o�: Project Id. : Cummings R�sid�nce Address: 51Q9 Black Gore �rive 3, A�l int�rior and �xterior stairs sh�ll b� prQVided w�th a means 'to " i�luminate the stair, includinr� landings and treads . -- S�c. R3(]3 , 6 � Th� contrQl fo� act�vation of required interic�r stairway ligh�zng shall be accessik�le at the tap and battom of each s�air withou� traversing an� step of the stair. The cc�ntr�l fdr exteriax stairs sha].1 b� controlled fram inside of �he dwelling unless i�.lumina�i�n is cot�tinuc�us a� auto�natic. -- S�c. R3�3. 5 . 1 4 . AlI egress doors shall be re�di.ly openable fror� the side from which �gress is to be mad� withQUt the us� a� a key or special l�nowledg� or effart . -- Sec. R3].1 , 4 , 4 5. There �hall be a floor or J�anding on each sid� Qf eac� e��erior door, -�- S�c. R3�.1 . 4 . 3 Except%on: WhEre a stairway of twa ar fewer risers is locat�d on ex�.erir�r side af a doox, oth�r than the required �xit cloc�r, a landing is not requ�red on the exteric�r side. The floor or landing at the r�quired �xit doa� shall not be mare than 1 1/2 inches 1Qwe� �han the tc�p of t1�e threshald. -- S�c. R3�.1 . 4 . 3 Ex�eption; The landing a� an exterior dfl��way shal� nat be mare than 7 3/4 inches belaw the '�hreshold, pravided the dr�c�x, other than an exte�ior starrn or screer� d�or dnes swing ov�r 'the landing- At c�ther ex�eric�r doars� �he landing shall have a r�se no c�rea�er �han 7 314 inches . -- Sec. R3�.J.. 4 . 3 & R311 . 5 . 3 . 1 6. Th� minimurr� width of a hallway or exit access s�a11 be not less '�han 3 feet. -- Sec. R37.1. 3 P�g� # 5 Code review for: Praject �d. : Cummings Residence Addres� : 51�9 B1ack G�re D�ive R��M DIMENSIDNS: Habitable ro�ms, hallways, bathraoms, laundry raams and basements shal� ha�e a c�i�ing height o� not l�ss than 7 fee� measu�ed t� �he �owest prajectian. -- Sec, R��5, 1 Ex�eptiQn: Ceilings in basements without h�bitable spa�es �ay �ave a cei�ing h�i�h� nf 6 feet, 8 inch�s . ExceptiQn: If the c�iling is sloping, t�en the minzmum heignt is requ��ed in anly 112 of the area. Excepti�n: Bathr�oms shall ha�e a minimurn ceiling height Qf 5 �ee� 8 inches ove� the �ixture and at t�� �ront clear�n�� area �or fixtures as shown in Figure R3�7 . 2 . A shower or tub equipped with � shawe�head shall h��e a minimum ceiling hezght of � �e�� 8 inches abo�� a minimum a�ea 30 inches by �� �nches at the shQwerhead. E�ery dw�lling unit shal� have at least Qne r�om which has not less than 12� square feet of f�oor area . -- S�c . �304 . 1 �t�er hab�table � ro�ms except kitchens shall have an �rea af nat less than 70 square feet, -- Sec. R304 . 2 Habitabie rpoms Qt�er than a kitchen shall not be less than T feet �n any dimen�ion. -- Sec. R3�4 . 3 5hower compa�tm�nts shall hav� at least 9�0 squar� in�hes af interi�r cr��s-sectional area . Shower c�mpartments sha11 not be less than 3� inches in minimum dimens�on m�asured fram t�e finished inte�i�r di�ension �f the shbwer cQmpartment, exclusive af fix�ures valves, sh�wer heads, s�ap dishes and �a�et� grab bars �r rails. M�nimum dimensions shall be continued ta a h�ight not le�s than 70 inches abov� the shower d�ain outle� . -- P�708 . 1 Page # 5 Code rev�e� fnr: Project Id. : CurrUmings Residence � Address ; 51�9 Bla�� Gare �rive STAIR REQUIREME�TS: A stairway in a dw�lling mus� be a� least 35 inches wide at all ��ints a�o�e the handrail . The minimurn wid�h at and b�low the handrail height sha11 not �e less than 31 . 5 inches wher� a handrail �s installed �n ane side and 27 inches where handxails are provided on both sides . -- S�c, R3�� . 5. 1 The rnaximum rise of a step is 7 3l4 inches and the minimum tread d�p�� is 10 inches measured betw�en the vextical planes of th� foremost pr��ec�ion o� adjacen� treads . -- Sec. R311. 5. 3 Note: A nosing not 1e�s �han 3/4 inch but n�� more than 1 1/4 inch �ha�l �e provided on s�airways with salid riser� when the tread depth is less than 11 inch�s , -- S�c. R31� . 5 . 3. 3 The maximum v�r�ation of ris��s and �reads is 318 inch w�thin any flight of stairs . -- Sec. R311 . 5. 3 The minimum h�adroam in all parts �f the s�airway �s 5 feet 8 inchEs measured vertically fram the sloped plane adjQining the tread n�szng. -- S�c. R311 . 5 .2 Enclo��d acces�ible spac� under stairs shall have w�lls and soffits prote�ted on t�e enc�ased sid� with 112 inGh gyPsum baard. _y Sec. R311 . 2 . 2 HANDRAILS: Provide � har�drail or� one at l�ast one side nf a stairway if there is 4 or mare riser�. -- Sec. R3�1, 5 . 6 Handrails shall he between 34 inches and 38 inc�es measuzed ver�ieally trQm the slc�ped plan� adjoining �he tread nosinq. -- Sec. 1�311 . 5 . 6. 1 The handrails axe �equired to ex�end the �ul� length c�f the stairs . Ends sh,al� b� re�urned or termi�nate in newel post or safety terminals. -- S�c. R311 . 5 . 6, 2 Handrails shall not projec� more thar� 4 , 5 inches on either side ❑f the s�airway. -- Sec. R311 . 5 . 1 Page # 7 Code review �or: Praject Id. : Cummings Re�idence Addr�ss : 5109 �l�ck G�re Dri�e Handrails shall �� one of the �oll�wing typ�� or pro�ide equi�alent g�aspability. -- Sec. R3I1 . 5 . 6. 3 Type I . Handrails with a circular c�oss sectian shall h�ve an Qutside diarneter a� 1 1I4 inches ta 2 inches . If the handrail �s nat circular, i� shall have a pezimeter dimension �f not less than 4 in�hes and no� grea�er than 5 1/4 inches wi�� a maxirn�m �ross secti�n dimension of 2 1/4 inch�� , Type II . Hand�ails w�th a p��im�ter gr�ater than 6 1/4 inches shall pravide a g�aspable f�nger recess area on both sides af �he profile. The finger rece�s shall �egin within a distance of 314 inch measured �er�ica�ly form �he �a�lest parti�n of the profile and achi�v� � depth of at least 5/16 inch wit�in 7/S inch below t�e wide�t partzgn of �he pro�ile. This required depth shall cQ�tinue fo� at least 3/8 inc� �o a level �hat is no� l�ss than 1 314 inc�es below the ���Iest porti�n of �he ��afile. Th� minimurn width af the hanarail above the recess shall be 1 1/4 inches ta a maximum o� 2 3I4 inches . Edges s�a�I have a minimum rad�us of � . �� inches . CLIF,RDRAILS: Guardrails shall b� prc�vi��d when the floar �r grade below is more than 30 inches. The minimum h�ight is 36 inches . Open sid�s df stairs shall have gua�ds npt less than 34 inches in h�ight measure�l v�r�ically from the nc�sin� of the tr�a�s . -- Se�. R312. 1 Openings in a guardrail anust i�e such tha� �t will nat allaw the passage Qf a sphe�e 4 i�ches or more in diameter. -- Sec. R312 .2 Excep�ion 1 : The triangul�r 4per�ings fQrmed by the ris�r, Cread, and bottom �ai� m�y b� such that a spheze 6 inches cannot pass througl�. . Exception 2 : �pen�ngs for required guards on �he sides a� s�ai� treads shal.l no� ailaw a spher� 4 3/8 inches to pa�s thro�.gh. GLAZING REQi]IR�MENTS : I, A11 glazing in hazardoe�s locatic�ns is required ta be of safety glazing m��.erial . --� Sec. R��l� . 3 & R3a8 . 4 2 , �late windows anci daors in a tub or shawer area are required to be safe�y glazed when the bQt�om edge is less than 5� inch�s abov� �ny s�anding c�r walking surfac�. -- Sec. R3a8 . 4 #5 Page # 8 Cade re�iew far. Project Td. : C�mmings R�siden�e Ad�ress : 51�9 S1ack G�re Drive INSULAT�dN NOTES: 1 . Insu�ation ineluding facings installed within flopr-ceiling assemblies, roof-�eiling assemblies, wa11 assemblies, crawl spaees and a��ics sha�T ha�e � flam� spread rating o£ �5 �r less an� a smoke develop�d ra�zng of 450 or less . -- Sec. R316. 1 Exception: Facings are not required to have a �lame spread and sm��e-develo�ed ratin� if it �s in a cancealed space and the fa�ing is in ��ntact wi�h a wal� or ceiling. 2. Foam pl�stics, �xce�t where appr�ved in R314 .2, sha1� �e sepaxat�d from �he zn�erior of �he building by a rninimum 1/2 inch gypsum wall�oard. -- Sec. �3�4 . Z . 2 See sec�inn R3Z4 for additional Zimits on �he use of f�a� plastics . SM�K� ALARMS : A smoke alarm is required in each sleeping room, out�ide of each sep�rate sleeping area in the ir��edia�e ��cin�ty of the b�dro�ms an� an each additiQnal story. -- Sec. R3�3. 1 N�TE; A smoke alarm is required an al� stor�es. -- Sec. R313 . 1 Smoke alarms a�e required t� be intercan�ec�ed sucn that the actuation of ane a�arm w�ll actuate all th� alarms. -- Sec. R3�3, 1 Smoke de�ectors ar� required to be wired ta the building ' s p�wer source . �hen the primary pawer is interrupted, they shall �eceive power from a batte�y. -- Sec. R313. 2 FIRE�LACE REQU��EMENT�: MASflNRY FTREPLACE: 1. �ireglace must �e supported by a f�unda�ian. The foundatifln mus� �e a� 12 inches thick and e�tend 6 inches beyand �he supported wa�1s on al1 szd�s . It mus� extend a� least 12 inches ��low grade. �n areas subject t� freezin�, it m�st extend below th� frost leve�, �- Sec. R1�D3 . 2 & Table R1�03, 1 2 . The fireb�x must be at le�st �D inches d�ep and wa1�� �f tirebox are �o be Ia inches thzck. If the lining is �f firebrick then th� walls may be 8 inch�s thick. -- 5ec. ��a03 . 11 and Table �10�3. 1 3 , Th� minimum clearance �a c�mbus�ib�e material from a fz�eplace� smoke chamber, or ch�mney wa11 is 2 inch�s . Th� minirnum �s 4 inc�es f�om the back face of a fireplace. A- Sec. R10�3 . 1� 4 . C�m�ustzble mat�rial may nat be ��aced within 6 inch�s Qf fireplace Qp�ning and com�ustible material within 12 inches may not projec� m�re than 1/8 inc� for each 1 inch �f clearance . -- S�c. �1003 . �2 Page # � , Code r�view for; Proj�ct Zd. :: Cummings Res�den�e I Address : 51Q9 Black G�re Dri�e 5, Th� hearth �nd hear�h extension must be noncambustibl� and supp�rted by nanc�mbustible rnaterial . -- Sec. 1Q03, 9 The m�nimum thic�ness of the h�arth sha�l be 4 inches. -- Sec. R10D3 . �. 1 The minimum thickness o� the hEarth ex�ensions shall be 2 inches . -- S�c. 1b03 . 9.2 Exception. �hen the bottom of the �irebo� �pening is raised at least 8 i�ches above �he hearth extension, the minimum thickness is 31g inches . The hearth si�e must be at least: I� ap�ni�� size is : Front extensiQn Side extension Less t�an 6 sq, ft . 15 inGhes 8 inches � sq. ft. or larger 20 inch�s 12 inches -- Sec. Rz4�3 . 10 an� Table R1Q03 . I b. The chimney is requi�ed ta extend a leas� 2 fe�t highe� than any portion of the bu��ding within �0 feet but shall n4t be less than 3 �eet abave �he point where the chimney passes through the roof. -- 5e�. R1001 . 6 7 . See Table R10�3. 1 and �ig. R10�1 . �7 & R1Q�3 . � FACTQRY BUILT FTREPLACE: 1 . Unit rnust be an �ppr�ved u�it . -- Sec. R1QD4 . 1 2 . C�earances �ust be p�r manufacture" s �ppr�val . -- Sec. R1�D4 . � 3, Hearth� size must be per manufac�ure " s approva� . -- 5�c. R1d04 .2 4 . Chimn�y he�gh� must b� pe� manufac�urer' s approval . -- 5ec. R1Da2 . 1 SEPARAT�Q�I QF AN AT�`ACHED GARRGE: 1 . The ga�a�e sh�11 be complete�y s�parated fror� th� ��sidence and its a�tic area by 1/2-inch gyPsum b�ard appl.zed to th� garage side. Garages k�eneath habi�able rooms shall be ��p�r�ted from al1 �abitable rooms above by nrt l�ss �han 5/8-inch Type X gypsum board. W't�ere the separation is a flr�or�ceil�ng assembl.y, th� structure supporting the s�paratinn shall �lsa k�e pr�tect�d �y no� ].�ss tl�an 1/2�inch gYPsum boara. --- Sec. �R309, 2 2 . Daors k��tween �he garage and th� resi�ence are to �e solid �aoad not �ess than 1 3/8 ir�ches thick, a 2�-minute fi�-e-rated door or a sQlid or honeycam�a core steel c�oor no� less �h�n 1 3I8 inches thick. -- Sec. R3a9 . 1 N�TE : Qpenir��s from �he garage ta a raam used �p� sleep.�ng purgases a�� nat germitted. 3. Floor surf�ces sh�11 be af apprc�ved noncfl�bustible material . k'loors shall be sloped to �acilitate the rno�emen� �f liquxds to a drain or taw�rd the main vehicl.e entry doarway. -- Sec. 1�309 . 3 Page # la Code review for: Projec� �d. : Cur€tmings Residence Address: 51�9 Black G�r� Dri�e ��R�a�acxx��: Fir�bLacking shall �� provided t� cut off al� c�ncea�ed dra�t openzng� (both Vertical and horizontal} and tQ �orm an ef�ective fire barrier between �tariesr an� between a �op story and the raof space . �_ Sec. R6D� . 8 1 . In concealed spaces of stud wal�s an� partitians, including f�rred spaces and parallel r�ws of studs or staggered s�uds; as fallows: � . 1 V�rtically at �he ceiling and floar ��ve�s . 1 . 2 H�rizontally �� intervals not e�ceeding 10 fee� . 2 . At all interconnections ��tween cancealed vert�cal and harizQn�a� spaces suGh as accur at soffits, drap ceilings, ceve cei�ings, etc . 3 . In c�nc�aZed spaces between �ta�r s��inge�s at th� �ap and bottom of the run 4 . At open�nqs around vents, pipes, duc�s, chimneys and �ireplaces at ceiling and floor l�ve1, with noncombustible materials . HEAT�NG REQ�IREME�TS 1. Every �w�lling unit shall be pro��ded with heatzn� facilities capab�e of maintaining a �oom temp�r��ure a� 68 degrees F at a poin� 3 feet abQ�e the f1�or and 2 fee� trQm exteri�� wa11s in all habitable r�nms . -- Se�. �303. � 2, Th��ty inches of working space shall be prpvided �� front �f the control sid�. -- Sec. M1305, 1 Central turnace5 wit�zn compartments �r alcov�s ��all ha�e a minimum w�rking space clearance af 3 znches alan� sides, back an� tag with a ta�al width of �he enclosing spac�� be�ng at �east 12 inches wid�r �han the �urnace. -- M1�05 . � . 1 3. Heating and coaling appliances located in a ga�age sha�l be pr�teeted f�om impac� by aut�mobiles . �- M13�7 . 3. 1 Appliances having an ig��tion source sha11 be elevat�� such that the source of igni�i�n is not Iess than 18 inches �bave the fl�pr 1eve1. -- Sec . M1307 . 3 4 . Fuel-�ired water heaters shall not be installed i� a rQOm us�d as a starage cl�set. Water hea�ers located in a bedroam or bat�r�om shall b� instal�ed in a sealed enclosure such tha� combustian air wi11 n�t be taken fro� th� living space. _� Sec, M�005. 2 Exc�p�ian: �irect vent��ype water heaters . Page # lI Cade re�iew f�r: Proj�ct Id. : Cummings Residence Addres� : 5109 Black Gore Drive CLaTH�S �RYER EXH�UST: � . The �aximum length of a c�ot�es dzyer exh�ust vent sha11 n�t e�ceed 25 feet from the d�yer to the w�ll ar ro�� terminatian, A reduction in maximum length �� 2 . S feet f4r �ach 45�de�ree bend and 5 feet f�� e�ch 9fl-de�ree bend Snaiz apply. -- Sec. M�5�1 . 3 RECEP�ACLE �UTLE��: 1, �utlets sha�l �e in�talled so that no paint along �h� floor line in any wall space is mo�e than 6 feet fr�m an autlet inclu�ing any wall space � feet o� m�re in width. -- Sec. E38�1 .2 . 1 and E3801 . 2 . 2 Note: Wall �pace includ�s fixed panels, fix�d radm diuides such as railings and fr�e s�anding bar-type cQUnters . 2 . �Wal1s abo�e counter spa�e are r�qui�ed �o �a�e an outlet w�en the coun�er is 12 inches or gre�ter in w�dth. T�ey shall be installed so that no p�int along the wall is ma�e than �4 inc�es from a �eceptacle. �- Sec. �38p1 . 4 . 1 3. At Ieast �ne wal� receptacle outle� sha11 be installed in bath�ooms within 36 in�hes af the �utsid� edge �f each lava�ary b�sin. -- S�c. E38�1 . 6 � 4 . At Ieas� on� recep�acle outle� shall b� insta�led �utdnors at th� front and back �f each dwe�ling unit h�ving direct acces� to grad� . -- S�c . E38�1 . 7 5. A� least one recep�acl� outlet shall �e installed in �ach basemen� and in each garage. -- Se�. E38�� . 9 5. Hallways af 10 feet or more in length shall have at Ieast one receptacle �utlet. -- Sec. E3801. 1� TQwn o� Vail Cammunity Develop�ent 75 S Frontage R� Va�l, CD 81557 97q-479-�13$ P1an analysis ba�ed on the 2�03 In�erna�ional Residen�ial Code Praject �umber. S0��Q124 Da�e: �un� 22, 20�5 Project Narne : Cumm�n�s Resid�nce Address : 5109 ��ack Gore Drive Contractor: G & � Carist�uction �ccupancy: R-3, U Design�r; G & � Constru�tion Canstruc��on: V�B Engineer: Jeffery P. �eana�d Report By: Ch��lie Dav�s NO��: The code items listed in �his report are not intended �a be a camp��te listing af all pQSSib1e cade requirements in the 20�3 IRC. It is a g�id� t� selected se�t�ans �f the ��de, Repor� created u�i�g Pl�n Analyst s�f�ware by IH� Global 1-8Qd-854-7179 # SHEET I�ENTIFICATION CORRE�TIQN R��UIREa � A� D �1 �her� must be a floor landing on ea�h side of . e�terio� doors . -- Sec R311 . 4 . 3 2 A2 �ot shown T�� h�ight af �he landing at this �oor d�es nat comply. -- Sec. R311 . 4 . 3 � 3 A2�A3 �ot �h�wn This raom zs requi�ed t� ha�e an emergency escape � and rescue windaw. -- Se�. R310 . 1 4 A2 Window 4 Glazing in a hazardous location is required t� be glaz�d with safety material , -- Sec. �3D8 . 3 & R308 . 4 5 A3 Window 47 Glazinq in a hazardous lacation is required to be glazed wi�h s��ety mat�rial . -- Sec. R308 . 3 & R3Q$ . 4 6 A4 Win. 52� 53, 54 G1a�zng in a haz�rdous l��ati�n is req�ired to �e glazed with safe�y ma�er�al . -- Sec. �30$ .3 & R3Q$ . 4 Page # 2 Code review for. Pr�ject I�. : Address : 7 A2 Not shown The g��age must be sepa�at�� fr�m �he dwelling inc�udzng attic wi�h 1I�-inch gypsu� baard an the garage side. �- Sec. R309. 2 8 A2 Nflt sh�wn The floor su�face at the garage is required to be of app�ov�d noneombustible ma�erial and sloped �oward the ❑ehicle entry d�or. -- Sec. R3�9. 3 9 A� �at shown The maximum rise of a s�ep is 7 3I4 inches and the m�ni�um run is 10 inches. -- Sec. R311. 5. 3 10 A3 No� shown The maximum rise of � s�ep is 7 3/4 inch�s and �he minimum run �s 10 inches. -- 5ec. R311 . 5 . 3 11 A4 �a� shawn �he maximum rise af a step is 7 3/4 inches an� the min�mum run is 1Q inches, -- Sec. R311 . 5 . 3 12 A3 Not sh�wn The maximum lenqth �f a clothes dryer exhaust �ent is 25 fee� . A r�duction in t�e ��ximum length of 2 . 5 feet for each 45-d�gree bend and 5 fe�t for ea�h 9�-degree �end shall apply. -- Sec. R�5�I . � 13 Include a copy �� the sails report for th� site to be built on. -- Sec. R441 , 4 14 HQUSe n�mberslpremise iaentificat��n required. -- Sec 15 More infarm�tion is required �n all proposed Fireplace Comp�iance to Town Code shal� be shown. Fir�places ar� also p�oposed in bedraoms . 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CASEMENT 2 -6 5 -0 � 2�_4" 7'-0° - Slieet Num er 51 _- 2 2,,p„ . �, 6�_2" __ 52 PICTURE 2 -0 __ 27 2'-�" 7'-0 2'-6„ 6'-8» PICTURE 2�-6 28 8'-0" 7�-�� -- 53 _- 6'-2" 2'-0" 2'-0" 8'-0" � „ _- 5,� PICTURE __ 3� 7 -� 55 CASEMENT - DOUBLE 5'-0" 4'�fl� 2'-1 ,� R00�= PLAN 1 114�� = 1�-0�� �� WINDfJ W AND DOOR SHC��ULES * - * - GRAPHICS_C_DRIVE_PLOTS_ROB_CUM PAGE 7 - 5/i6/2005 2:08:47 PM GOPPER �LUE GNASE ,----.- --------�� ---------- ------- - - - R I DGE I� ; , , �,, 852q'-(" 6 � �'f � ;R r \`- I � TYP �- \ lI7C�� , \ � �� �; %�' � 8528'-6�� � , �� ;� / �� +� ' I i � � �i � , � �� � � _ � � � I' i �,.- �� _� �� �' �I �� ------ --- --- � ��� f f , _ ; I ' � - ` ,;, ;_-- � _ _ J � � , -_ _ __ �_---____ RIDG � ,. ' . � j'✓ �I�_ �� ' � - _ � . i ,� - - , / ��� � _ - -_- , -- - --- 8525 6 • � I , � � ��� - R!D '"�.,�� L _. � _ I G E " ---- - �_-� -- --- - � � � � -------- ' '_- _ ` 8524 -��� � ' ' � ' � _ __ � , - , + , I � � � GOPPER ROO -- ' , -- �� -_ ' - �-� _ _ , \ � � _ . . 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GONG 850�'-��� - _ _ D _ _ ,_ __ _ _,� _ _ -- _ __ � __ _ - � - _ � - _ �, _� � - � _ __ � , _- - - _ _ =�� _ _, . _ _ � t . _ � , r _ _ _ , _ _ _ -_ . . � _ ___ _ --- � - . _ - P __. _. . _ ,�.- , _-_ _ � . _ � ..._ ....._..._ _ _ _ .. _ _ , _ __, . _� ;_. _ _ , . _ _ � _ _ , � LOWER LEVEL . _ _... >.......... - ; ; , _, _ - _ . - . - _.. .. :- • ... ....... ....... - - _ _ _. - T.O.GONG. 84q7'-��� ; _ , _ _ STONE V�NE�R - MO55 RpGK ��� � GEDAR BOARD AND ' ' -= - ............ ...__....... TH RAKED JOiNT BAT SIDING °�`��` ` `� �� ... GARAC�E LE��L .............. ......................... ......................... ND TROY�ELED STUGGO T.O.GONG. 84q6'-6" WITI-I �LASTOMERIG PAINT . NORTH ELEVATION � 1 4" - �_ �� / 10 � G�DAR BOARD AND � BAT SIDIN6 2X8 OY�R 2X10 R.S. � GOPPER �LUE GHAS� GEDAR �ASGIA � 12 , 6 HAND TROINEI.,�D STUGGO ' , TYP � _. . ! ; ;._.. RI DGE � WITH FLASTOMERIG PAINT ` � ; �G'-6" _ _ �S ;... ; , , RIDGE _ , ; � � _ ; ! -----------_ ; ; 8528 -6 GOPPER FLUE GHf�SE � _�. � �� , , : ; ; ; ��������3 ���� � � _ ; _ - _ ��� ; _ f�PJ ��"�it�'tl ����� _ _ . V , ; - -- - _ ` ' ���� _ _ _� , � D ��_ -� S �, "°°' �. . .� RID6E � ..._ ._ . at . � - ' '.. ' , ; - _ _ 85z�- ��-�� ._. . ; 6�� _ � �� �• - = __ - > �� • . _._ _..�.. .� . :�_ � , _ ; , '. . � r> ' ; ; > : ; ; � -------� _ , , - � � , T��IO�' , __ . .. .. ... ............... 1-�T� I LS � I� H�S ....................... ................ _ M R � N �I N I� -ae--� .. ........................ ................ �� .... ........ ........... _ _ ................... ROOF . .................. ' ' SPHALT SHIN ....... ................ ; LE5 TB ........................ ....................... ......................... , G - . .D. � �: ' ..... FaSGIA - 2x10 � ......., ,.. " �GUEST Ml�STER LEV�L Z , ..;.,..... ; ....... ... R.S. GED�4R � T.O.LW. GONG 8517'-O" � ......... _ FLf�SHING GOPPER ' GHIMNEY GAPS GOPFER _ = __ _ 50FFIT5 Ixb SMOOTH T�6 GEDAR SUPERDEGK '� � WOOD SIDf N6 � i`� � BOA�RD AND BA7 KNEE BRAGE . .. .. .. .. .. . STUGGO T�DITIONA�L 3 GOAT ELASTOMERIG PAINT OLYMPIG .................. .. `�__ _ ;; "N�4V,p,JO WHITE" . ... . . , � _= = STONE MOSS ROGK 1N/RAKED JO ---------_ \ ........................ _ ....... ........ .. . ... �__ ........ .........._-...._ __ INT .... ..... � ..................... SroN� GA�PS, ...... ......................... MAIN LEVEL ..... �� , ......................... 5(LLS TRADS � - T.O.LW. GONG 8507'-O" .......... ��F STONE - RI5ER5 PATIOS GORBEL , ' . W(NDOWS/DOORS MET�4L/INOOD GLAD "SEMGO" - GOLOR "g1Zp � � __'��� NZE�� _'_ ' G�4RAGE DOOR BOARD �4ND BAT I _ ; i� ,� � - „ < _ - _ � _.� � ;, -- �� _, ; _, � � , � � -, - -�� �-- �- _ , �_ ,- _- _ �_ � ,�__ - , , ; _ _- -_i; � - � � ' - - ___ _� � ND STAIN T.BD. > _> , . C �_°z � • - � ,� _ ° - _ _ __ ,'-= ;� -.__.. ,_ , - � _� ` ' J � - -1 � -- � � _ -� - - i -�i - - � � - - -- I , - _ - - _ - - ' - - --_ ' - • � � . .. - Da -- , - - ; � , _ _ , - _�� � - + - �� -� - . ��---_- � - _L �� _,�_ ,_ _ _. -- -J ;_ �"- i�-��-_N=_-,�:-_-� -- __- - .5. GEDA�R V ,� _ -�� _ � E � -_ _ , H EA V _ _ _ �,-_- - „ - - ��- � - '- - � _ _ � �i ,,_�--- 1� ---r_,�__= ��L- - - - ............_ ....... � - _ - -_ - _ -- - -- - --- - (� _.. - s- - - � - , __ � - -- � - - - - r,�- - _- �� - _ - - _ , � - - �- - � - -- -- - �-. i � - - - _ - � � - �_._- _ � ! .... -- - - - - � , � �-- ;I =- - -� _ -- _'�— , ',� -- � _�- -=' i I u S J� � ' - _ �i I ry 2 ; � - -,� ._� - , - -� � � �� � r 005 ..._. ----=_ �- � --, I - --�� - - ± _, � R�ILINGS WRO HT IRO - �� `O f � �_ _ � . -_ - _ 3 ............ �..� - , - „ �� - �, UG 4 - - OG - �_ , -- �-_�� -- �� 1-�— � _ - - ��_ � _ ,,_ 5Q. /-�T _ __ �_ � � '_ _ -- �--- - , -��--� =- - _�� - - - - `�- 1� , � .- - ,� =_--== -� - , - -- - , � - - _ -- T N � • • Y'l/ � TOP ,h � � ; � -' =_' � �� ND _ , , -- BO TOM RAfL - � - - --- � -- � � .� _ ,� _a � ;_ ; Revised: �~ r - WOOD DEGKING TR�X �� .---.--'' LOWER LEVEL ......._...............�_............... .._.�_ ���������� T.O.GC�NG. 84q7'-O" WINDOW A,ND HEA�DER - R.S. GEDAfZ DOOR TRIM J��B - R.S. GEDAR (IN 51DING) 51LL - R.S. GEDAR Sheet Number �O U T�I E L E VATI O N w�NDOW AND HEADER - R.S. GEDAR 2 DDOR TR1M J,4MB - R.S. GED,4R 1�q.�� = 1�_0�� (I N STUGGO) 51 LL - R.S. GED,4R 6UTTERS � 1��?WN�pni ir� GOPP�R � - * - GRAPHICS_C_DRIVE_PLOTS_ROB_CUM PAGE 8 - 5/16/2005 2:08:47 PM _ .._ RID6E _ .. 85�q'-6�� - ._, - - i�IDGE . �. ._ 8528'-6�� . _._ ._ . � -�__ ; _� , _ . - _. . _ _ RIDG� _ _ _ - _ 8525'-6" �:i � � _ _ _ _ , � � � _ . � r"`� `O _ , RIDGE U ., . , .. 8523-6,� _ , _ - , _ ._--' - O4 - _ -- � -__ �--r � „ � , � . �_ . � � T � ^ _ �. � � � - - � �`_ �i - � � , , a � _ _ , -_ _� - . � - __: _ � �„� . ._ �.� 4 < ._ � 1 _ � � ~"� .,c ; _ - � � , �. -� - - �- - __ _ -_� - _ � °� R3 - __ _ � � KN�E BRAGE -` - '-�� �� � � - - _ _- -_ ; _ __ - _ r I - - r - ;" _ - _, `�- _- �--. - -, _ -' _ -�° ��- _ . _1 ' _ -- ��_-:� ' �' -- � )' '� --- _ - � - _ �- �- -, --- - -- I - ,� �ti_ GORBEL -- _, - - --_- I __.",_.-_.-. _'_ ._ .�' .-.. - . 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L� ... ..............._.. ..�.-.....- FASG I� 2 - Zx I O R.S. GEDA�R W.. ....... .. i ....... ........ . .. ..... - GU�ST M?�STER LEVEL � . ...... ..................... � T.O.LW, GONG 851�'-p'� �LASHlN6 GOPPER � � GH IMNEY G�PS GOPPER kNE� BRAG� SOFFITS Ixb SMOOTH T�G GEDAR SUpER17EG K WOOD SIDIN6 BOptRp �ND B�T O � � STUGGO T�pIT(ON,4L 3 GO�T EL�LSTOMEf?IG PAINT OLYMPlG ��NAVA�JO WHITE�� _ _ . STONE M055 ROGK W/}�qKED JOlNT � � STONE G�PS, _ . SlLLS TRADS � BUFF STONE ..... .. .. .. . _................. .�� MAIN L�VEL RI5ER5 PA,TIDS T.O.LW. GONG 850�'-O" WINDOWS/DOORS METAL/WOOD GL�D "SEMGO" - GOL�R "BRONZE" 6ARAGE DOOR BO�RD �ND B�T �, ' , '. _ {= - ENTRY DOOR(s) STYLE �4ND STAIN T.B.D. _ -- -- _; - _ _ --- -__ , _, __ - _- , ; +_ _ ; , _ - __. _ _ o HEAVY TIMBERS R.S. GEDAR (VARIES) ' , - _ , - � - _ - - _ -- - : _ _ . _ - - -- -- - __., . _: , '. _ ` -�-- - -- - - - - - _ - -_ _ - - - ; - , , _ , _ _ - ........... ........ - N � 3 09 005 _ _ _ - _. - � _ 5G2 �4T � - ,_ = � - - O � .................. -- -- - _ G W/ ' �� � - __ - ' `� �� P A _ _-- `- • • ND , RAILfNGS �"�ROUGHT IRO � __ - - _ BOTTOM RAIL � ,� TO -�- -_ � _ _ _ - . � ' - WOOD DEGKIN6 TREX Revised: _ . __ _ ................ - _ � , _ _._........... .._.._ OU-00-2005 ...._................. LOWER LEV�L . Wf NDOW /�ND ....................... ....__......._........ HE�lDER - R.S. GEDA�R ....... .. .. DOOR TRI M T.O.GONG. 84q�'-O" (IN SIDING) 51LLB R.S. GED�4RR WEST' ELE�✓ATION WINDOW ANp HEADER - R.S. GED�R Sheet Number 2 DODR TRI M JAMB - R.S. GEDAR 1�4�� = 1�_0�� (IN STUGGO) SILL - R.S. GEDAR GUTTERS � DOWNSPOUTS G�PPER _v . _, ...�_.,�,�� , r-..�,� � - .�! IV/LVVJ L:Vb:41 F'lVi � Ln • Q �� �..� � �� ',�-�i � M �'C� � � � � � � � �...� � � �°"�► �.t31 � �i . � � � � � � � �S' ""1 � ' � � � � � � � � � �...� � � � , , , ; , , ; :; ,.., ;: ,. :. , .. . , .: . . � . , : .. . � �� ; ;,, ; : , ,_ .:. ;. , , , . _ .. , ; , , , . , : , � : , .: _. ; _. . _ , :. ;: ,_ :. .. . ,. . :.. ... ' 1 . �--� MA R 2 " ; C�UEST MP�STER LEVEL .... .. .......... ......... ........ T.D.LW. GONG 851�T'-O�, ......................... .................. .... ......................... , :. ......... ,, , , ..... ...... ' > . . -,.. . ; . ,....;. , . � O , O Dt G - MASTER POWDER MASTER 1 CLOSET 1 KITCHEN M���N �EVE� :: ; _ . _ T.O.LW. GONG 850�'-D�� : ,:�,..�-,•---�..»-�. _.. ;; ,:.. , ; , .., . ,.;; , ; ; ;. ,;< ,: ,.;. >_ _.: .,: : � ate. . . . ; , _ :. . , . : , : ..... ... _ . . . : : . _ . . . . ` . : . ; ; ; _ ; .� . . a3 0� ZooS _ o - - � LAUNDRY BEDROOM 1 ° Revised: B�DROOM 2 M I LY 00-00-2005 ; ; ; �OWER LEVEL _____ Sheet NumUer ' T.O GONG 84q7 -O ,._::. ;: . . , : ,.... ., .. ,, , ,� _ ... : ; : .::. . .. ,:. :: ,,:. . ...:. ..,;..:. :..:, .. ;. . ; ; ,. _ . .:,... , . -.. . : - : ,.. :.. ����W��-����� ��� ; :.. . . ._. . ;:: .. ... .:. ;...,. ,... :- . . . _ BUILDIN� S��TIO �y 4� �_ ;. .. ����f'� ������ _...__�___�__ � : ������ ����'������� �����,��� � � 1�4�� = 1'-0�� , l : ��'`7-�..� ti� � << v � � _ _� � ._f������._:.!�..�._�__, �G"'.. ��, GENERAL NOTES: 5 109 BLACK BEAR LANE JOB#0305-05 _ �,T� �'�'� `� I�Hr I CfSJ,JV1J I J HIVU CSCJiiVIJ JUlrl1 HJ JIIVIYJIJIV J I I7VIVU I IC 1�111VIVLl�I VI"SJ VI1 EQUIVALENT. 1. GROUT BENEATH COLIJMN BASE PLATES AND STEEL BEAM BEARING PLATES CONNECTION SCHEDULE STONE VENEER 1/2"Q1 x 10"A.B.'s IN � ^�` � �•�`� � DESIGN CRITERVA: SHALL BE NON-SHRINK, NON-METALIC GROUT WITH A MINIMUM COMPRESSIVE CONT.TRTD. 2x6 f� � '�� � `� �� �► 10. WOOD NAII_ER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL STRENGTH OF 2500 PSf. AQ SIMPSON HU412 MAX. 2�s Exr�RioR wA�� �j � ROOF LIVE LOAD (SNOW LOAD}; 80 PSF (6:12 PITCH) BE RIPPED TO MATCH THE STEEL BEAM FIANGE WIDTH. B 2 -3/4"� THRU-BOLTS o � � � ROOF DEAD LOAD; 15 PSF O � � -112"EXPANSION MATERIAL '� '�' �° �"' GENERAL REQUIREMENTS: C SiMPSON TS18 4"CONC Sl�1B PER PLAN ��l���E�� � FLOOR LIVE LOAD: 4a PSF 11. MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN O FLOOR DEAD LQAD: 25 PSF THE S1ZES AND SPACINGS INDICATED ON P1AN. IF JOISTS FROM A SEE PLAN e DECK LIVE LOAD: ��pSF MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED,CO�NTACT �� CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO �p (3)-3i4"�THRU-BOLTS sEE��N DECK DEAD LOAD: 10/55 PSF CONS�RUC�ION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF TOW . a ° °° a a TO SLAB BASIC WIND SPEED 3 SEC GUS�: 90 MPH ENGINEER TO REVIEW SPANS, LOAQING AND CONNECYIONS. FOLLOW'THC DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. O SIMPSON LSSU210 OR i � MANUFACTURER'S RECOMMENDA710NS REGARDING BLOCKlNG, BRACING AND SIMPSON LSSU125 � � WIND EXPOSURE: B WEB STIFFENERS. � 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. � � � � �j S E I S M I C D E S I G N C A T E G 4 R Y: C � S I M P S O N I T T2.1/11.88 ` ° I B C EDITION: 2003 THE S E D R A W I N G S H A V E B E E N P R E P A R E D F O R T H E U S E O F A Q U A L I F I E D N r"" (� M 1 2. E X T E R{O fl W A L L S S H A L L S E?x 6 ST UDS @ 16"ON CENTER OR AS D�SCRIBED C O N T R A C T O R W I T H E X P E R I E N C E f N T HE CONSTRUCTION SYSTEMS AND � S I M P S O N W P I 4 1 1.H H #5 D W I L S.x N 4" 4" (2)-#5's CONT. BELOW, UNLESS NOTED OTHERWISE ON PIAN: TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE °�4 8� 6� T O P&B O T. x � � � F O U N D A T I O N D E S I G N: . WALL HEIGHTS 12'-6 A N D L E S S: 2x 6 S T U D S @ 1 6" SHORING AND BRA CI N G I N T H E P R O P E R S E Q U E N C E,A S M A Y B E R E Q U I R E D T O O H S I M P S O N L U S 2 1 0 ° p o p � � � 1. DESIGN OF FOOTINGS IS BASED ON AN ASSUMED MAXIMUM ALLOWABLE . WALL HEIGHTS F�OM 12'-6 THROUGH 14'-6: 2x6 STUDS @ 12" ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF 0 SIMPSON ABU88 � . WALL HEIGHTS FROM 14'-6 THROUGN 17'-4: (2)-2x6 STllDS @ 16" CONSTRUCTION IS THE RESPONSIBILIT`(OF THE CONTRACTOR. CONSULT WITH (1)-#5 CONT.MID-HT. � Z � � BEARING PRESSURE OF 2000 PSF, . WALL HEIGHTS GREATER THAN 17'-4: CONTACT ENGINEER 4"CMU STONE °�: THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS(NOT fN �K SIMPSON LSTA24 VENEER SUPPORT . �- � 2. RETAINING WALLS HAVE BEEN DESIGNED USING AN ASSUMED LATEftAL CAP WITH A DOUBLE 2x6 TOP PLATE OVERlAPP1NG AT CORNERS AND A1T CONTRACT). � „ „ INTERSECTiONS WITH OTHER PARTITIONS. IF OVERLAP IS NOT POSSIBLE,STRAP � (7)-10d TOENAILS (JAGK : , Q �- � PRESSURE OF 60 PCF FOR THE AT REST EARTN PRESSURE CONDITION AND 40 TOP PL4TES WITH STEEL STRAP TIES(SIMPSON ST292). PCF FOR THE"ACTIVEu EARTH PRESSURE CONDITION. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MFANS, METHODS SEQUENCES RAFTERS LESS THAN 7'-0 RU N) . GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM C!F AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY v 3. FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTl1RBED SOIL RAFTERS, LOOKOUTS OR GABLE END TRUSS. STRUCTURAL ENGINEER OF ERRCRS OR OMISSIONS IN THE CONSTRUCTION 0 SIMPSON LUS210-2 PERIMETER DRAIN PER . �. ACTED AS REQUIREQ BY THE GEOTECHNICAL . WALLS SHALL BE SHEATHED WITH 7i16"THICK APA RATED PLYWOOD OR OSB QOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSI�NS NU SI MPSON ITT11.8H GEOTECHNICAL ENG. OR ON STRUCTURAL FILL COMP SHEATHING RATED 24/16, EXPOSURE 1. BLOCK ALL HORIZONTAL JOIN1fS:8d ENGINEER. ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS SEE PLAN � � NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS. THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE OQ SIMPSON ITT411.88 ToF . :a $ c� 4. SOIL VALUES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATIVE OF . PROVIDE(3)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH SAFETY IS THE SOLE RESPONSIBILI-fY OF THE CONTRACTOR. O J L 4x4x1/4x0�-5 1/2 SEE � ° a . THE GEOTECHNICAL ENGWEER. BECAUSE SOILS INFORMATION WAS NOT ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED� P � � G AVAIIABLE AT THE TIME OF PREPARATION OF THE CONSTRUCTION DOCUMENTS, OTHERWISE. 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR SECT. 4/S3 . ALIGN JOISTS OR RAFTERS TO BEAR WfTHIN 5"OF STUDS SELOW. DEfERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION � L 4x4x1/4x0'-81/2 SEE Q� 8° �� O WE HAVE USED ASSUMED VALUES BASED ON SIMILAR SITES IN THE AREA. � CONSTRUCTION OF THE FOUNDATION MAY NOT PROCEED WITHOUT VERIFYING DOCItMENTS. THIS OBSERVATION VISIT iS NOT AN INSPECTION. THE SECT. 5/S3 PER PLAN � THESE VALUES. REPORT ANY DISCREPANCIES FROM THE DESIGN ASSUMPTiONS 13. INTERIOR LOAD BEARING WALLS ARE ac4 OR 2x6 STUDS AT 16"ON CENTER CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO WITH 1/2"GYPSUM WALL BOARD BOTH SIDES. CAP WITH A QOUBLE TOP PLATE L 4x4x1i4x0`-8 1/2 W/ 6 - 5 SCALE;3/4" = 1'-0 � TO THE STRUCTURAL ENGfNEER. 70 PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARITITIONS. SCHEDULE THIS VISIT. O � � S1 C - IF OVERLAP IS NOT POSSIBLE, STRAP TOP PIATES WITH STEEL STRAP TIIES 5. SUBMIT SHOP QRAWINGS TO ENGINEER FOR STRUCTURAL STEEL& 3/4"Q� T.B,'S (3 EA. LEG) F NDATION DRAINS PER THE GEOTECHNICAL VERIFY II I i i� �,�, I Ij� II"'lII!ill";! 'I°W�µ' ,; d�"" �' (� 5. PR�VIDE PERIMETER OU I I I I I II I I j�� �� SIMPSON ST292 . GLUED-LAMINATED TIMBERS FOR REVIEW PRIOR TO FABRICATION OR � I m I II I IIII I II I .�i I ��� ',II,�,,IV I�';h�T,;�'�,�ip�,, � �, i Iiil i���'" ,i;� '°II!�°!mih�l°;II;,'� z ENGWEER RECOMMENDATIONS. { � � I VIDE 2-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH TION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING I, �i ! �II '��il,��ilj�� �II�� �I�I�p,Ju i,,,,, . PRO ( ) CONSTRUC �II . ! �I'; i . I;���hi'� �yl�ii��� �I�,,, ,�,� ONE 2x4 OR ac6 TRIMMER AND ONE ac4 OR 2x6 KING STUD EACH SIDE UNLESS DIMENSIONS AND QUANTITIES. THIS REVIEW IS FOR GENERAL COMPLIANCE WITH ,� I� !II �' �II !�. I ,�, ,iIIpIJi���;,I;IiHiI��,� - REINFORCED CONGRETE: 8x8 POST I� � I ' ,, ����' "p�',;��' NOTED OTHERWISE. THE INTENT OF THE STRUC7URAL DRAWINGS. 6„ � � iV� � I I��i� �'li� � i�„I , �� � ��� � I ������ !'i�� '° �I16 � I� ' , �u �lu������iil�l�i��'���i l� ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW. (2)-�5 DWLS.x o D N THE MOST CURRENT PUBLICATION OF . . _ N RETE DESIGN IS BASE 0 1. �'i� C � i �e� � ,� �I'i�; �,��I�!!��'I�,!�'�Il���;i��p;���������1!����ii�i�ii����i'll � �� R ED C NCRETE" ACI 318 . 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET � J (3)-#5 s EA.WAY �I i � , I �� , III,��:�II61 W BUILDWG CODE REQUIREMENTS FOR REINFO C O ( ) � � I �I I� � �h 'lll �� � j 1 4, A T B E A M B E A R I N G L O C A T I O N S W S T U D W A L L S, P R O V I D E M ULTIPLE-�STUD O F C O N S T R U C T I�N D O C U M E N T S, E R R O R S O ft O M I S S I O N S M A Y O C CUR. I i I I I i II IIII'���I ����II�:i����I TS EQUALTO WIDTH OF BEAM UNLESS N07ED OTHERWISE. I i � i,i,; � ,iil,l���i, �iI�I pi� L C NCRETE SHALL hAVE A MWIMUM 28 DAY COMPRESSNE POS RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND � I I' �I I�'�'�,I I f�l l hl i�ii l l'I I j' � 2. STRUCTUf�A 0 �� I �� "���II�����'������V�ji� STRENGTH 0 F 300Q PSI. COMMUNfCATION BETWEEN THE CONTRACTOR,ARCHITECT AND ENGINEER TO � � � �I � ��� ' ° "� '�', ��01 '''` � R SHEATHING: PROVIDE 3/4"THICK APA RATED STURDIFLOOR RATED E T POSSIBLE STRUCTURE. �I!��� � ' 'I'���''I���I,�� ''''�IIIIIII'����I�, 15. FL00 PROVIDETHEB S � �� � �; i��p;q��'� �I�� ; ��, E EXPOSURE 1 FOR ALL FLOOR ' ' ' ' ' ' �i' �I I�I' �hll�i��,;�!p 'i,'�;,�''V��Iq�� 3, CONCRETE SHALL SE P ROPORTIONED USING IYPE 1-II SULFATE RESISTANT AT 24"ON CENTER TONGUE AND GROOV I , �� � I� ,la � � I I �, III,� I��i�IPj�j�lll� � EMENT. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS. CONSTRUCTION. GLUE AND NAIL PANELS TO ALL SUPPORTS: Sd NAILS AT 6"AT � �i^ilii Il�ilil�d , i ,";', i ;� i �u i ���� P u���I� Z C I I PANEL EDGES AND Bd NAItS AT 12"AT WTERMEDIATE SUPPORTS. INSTA�LL i � I�, �i ��� ���I I��i� �� � ��� � � �IIwI I��II�� I il"i I�' � h �,� i2 �S CONC. PIEft ��II�o�IJ li, �I � � ��� � ����I'I�P�i�Il��lil�����1� �I'�'ll���ii�l�����l�lj�,� W 4. FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE"ACI MANUAL SHEATHING WITH LONG DIMENSION PERPENDICUVaR TO JOISTS AND STAGGER I I OF CONCRETE PRACTlCE." JOINTS. CONC. STAIR SLAB 6"MfN. Z I I THICKNESS W/#3's @ 12" � 5. EXPaNSI�N ANCHORS SNALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS 16. ROOF SHEATHING: PROVIDE 5/8"THICK APA PLYWOOD SHEATHING IRATED a . a d EA.WAY �° 4'� 4" " FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS 40/20 EXPOSURE 1. INSTALL SHFATHING WITH LONG DIMENSION { � �' UNLESS NOTED OTHERWISE. PERPENDICUTAR TO THE SUPPORTING MEMSERS AND STAGGER JOINTSI. #3 CONT. @ NOSING,IYP. _ NAILING: 8d NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"A7 INTERIMEDIATE � I (2)-#5 DV�,'LS.x � a L.�L 6. CONCRETE FLOOR SIABS ON GRADE SHALL HAVE SAWN OR TOOLED SUPPORTS. . CON7ROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION. IF . PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFTERS,TRUSSES 3"STONE AND MORTAR BED Z' . 6 POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES. AND LOOKOUTS. OVER W.P. MEMBRANE PEft � . 4 � . PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMSERS AT CONTRACTUR , � � 7. CONCRETE COVERAGE FOR REINFORCING STEEL(ACI 318-95): BEARING TO PREVENT ROLLING. 1 3/4 x 14 LVL @ 16" � . � � � r REF. SCHEDULE . CONCRE7E CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" . CONCRETE EXPOSED TO EARTH OR WFATNER: 17. IAMINATEC VENEER LUMBER{LVL)SHALL HAVE THE FOLLOWING MIIWIMUM °� _- --�- SrIEET S2 FOR � - . #6 BAR THROUGH #18 BAR: 2" PROPERTIES: ABBREVIATIONS LIST REINF. INFO. #5 BAR,W31 OR D31 WIRE,AND SMALLER: 1 1/2" . FLEXURAL BENDING STRESS: 2600 PS! � �-�- �-- � • � SEE PIAN EQ. 1-0 EQ. ` . CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND: . MODULUS OF EI�+STICIIY: 1,900,000 PSI A.B, ANCH(�R BOLT TO PLYWD. , a. SIABS, WALLS AND JOISTS (#11 BAR AND SMALLER): . TENSION PARALLEL TO GRAIN: 1850 PSI ADJ, ADJACENT REF. SCHED. #14 AND NO 18 BARS: 1 112" . COMPRESSION PARALLEL TO GRAIN: 2310 PSI ALT. ALTERNATE CONT. 1 1/4 x 14 #11 BAR AND SMALLER: 3i4° . COMPRESSION PARALLEL TO GRAIN: 750 PSI ARCH. ARCHITECT LSL RlM BD. 4 SCALE:3/4" = 1'-0 b. BEAMS AND COLUMNS: PERPENDICULAR TO GLUE LINE gp, BOARD S1 � PRIMARY REINFORCEMENT,TIES, STIRRUPS, SPIRALS: 1 1/2" . HORIZONTAL SHEAR: 285 PSI BLKG. BLOCKING SEE PLAN � FOLLOW THE MANUFACTURER'S RECOti.lvIENDATIONS REGARDWG BLOCIKING, BM. B�M TOW (1)-#4 CONT.� SLOPE TO F.D._ 4"CONC SI�,B � � BRACING AND WEB ST{FFENERS AND MULTiPLE MEMBER CONNECTIONS. BM. PKT. B�M POCKET g @ SIM. PER PLAN � REINFORCING STEEL: gRG, BFARING 1/2"@ x 10"A.B.'s IN ' . � CONT.TRTD. 2x6 R SEE PIAN � � STRUCTURAL GLUED L4MfNATED TIMBER BEAMS(G.L.): CANT. CANTILEVER ° . a. ° _ TO StAB 1. EXCEPT WHERE 07HERWISE NOTED, REiNFORCING BARS SHALL BE GRADE 60 CLR. CLEAR m � EXCEPT TIES, FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE g � �+ � 40. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC. 1. ALL GLUED LAMINA�fED TIMBER MEMBERS SHALL BE MANUFACTURED,AND CMU CONCRETE MASONRY UNIT (2)-#5's CONT. . SEE PIAN ' . IDENTIFIED AS REQUIRED IN AITC A190.1 AND ASTMD 3737. COL. COLUMN TOP&BOT. v TOW CONC. CONCRETE � � ^ 2. FOR BARS#8 AND SMALLER, IAP BARS 36 D{AME7ERS AT SPLICES IN �a �2-� � � � � CONCRETE. DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLFSS 2. aLL MEMBERS SHALL SE ARCHITECTURAL APPEARANCE GRADE UNLESS CONT. CONTINUOUS . CONC. STAIR SLAB 6"MIN. #4 DWLS,x � � NOTED OTHEftWISE BY THE ARCHITECT. C.P. CR{PPLE POS7 a � THICKNESS W/#3's @ 12" @ 24°�2 M�N,�N � �� APPROVED BY ENGINEEft, p��, DOWEL �� � � 3. ADHESIVES SHALL ME�T THE REQUIREMENTS FOR WET CO�IDITIONS O�F Eq, EACH EA. iNAY a � � a 3..HORIZONTAL BARS SHALL BE CONTINUOUS OR IAPPED WITH CORNER BARS SERVICE. EQ. EQUAL #5 DWLS.x N � c��'n N . ., . . . _. _ _ . @ 8 c� T BEY D � � � FEE 0 ...:_. . •. _ I I I AT CORNERS. PROVIDE (2j-#5 BARS EXTEN�ING A MINIMUM OF 2 EXp, EXPANSION � � �� � �� , ; , �. � � ��.� 4 6" � !�J EDGE OF ALL OPENINGS OR STEPS. d� d � � : � (1�-#5 CONT. MID-HT. 4, MEMBERS SHALL NOT BE CAMBERED UNLESS NOTED ON PL4N. EXSTG. EXISTING Z �.° ° ° 4�� 4�� .� 4 a �o - a 4. EXTEND REINFORCING STEEL A MfNIMUM OF 2 FEET THROUGH COLD JOINTS. F.D. FLOOfl DRA1N . � �a _ � ° � a ��� '� (2)-#5's CONT.- a � . :4�� 4�� COORDINATE ALL COLD JOINT LOCATIONS WITH En�GWEER. 5. IAMINATED MEMBERS SHALL BE FABRICATED USING f�OUGLAS FIR. FTG. FOOTING �°a - ,: -� ..� :a� -- �--- .--- TOf'&BOT COMBINATION SYMBOL FOR ALL BEAMS AND GIRDERS SHALL AS SPECIFIED ON G.L. GLUED LAMINATED STONE VENEER ° PIAN. COLUMNS SHALL BE COMBINATION SYMBOL 3. HDR. HE4DER PER ARCH. ° ' a ° � ° : ° SEE PIAN PERIMETER DRA(N PER 5. WELDED WIRE FABRIC SHALL CONFORM T�ASTM SPEC.A-185. LAP WELDED HORIZ. HORIZONTAL � � ' � � TOW GEOTECHNICAL ENG. ° � WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS. INFO. INFORMATI(�N � S7RUCTURAL STEEL: __` { 4 � JSTS. J015TS a : 2'-0 SEE PLAN � STRUC7URAL WOOD FRAMING: 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN K.S. KING STUD °a @ 6WLS.x �N TOF a . o� � �� 1. EXCEPT WHERE NOTED OTHERWISE,ALL 2"NOMINAL LUMBER EXCEPT STUDS ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISC-ILRFD, LLV LONG LEG VERTICAL � � � � . � I � AISC 335�R A{SC-HSS, SPECIFICATIONS AND CODE OF STANDARD PRACTICE. LONGIT. LONGITUDINAL ALL TRANSV.STEEL ' ° � S H A L L B E D O U G L A S F I R-I A R C H#2 A N D B E f TER. ALL SOLID TIMBER POSTS AND L T W T. L I G H N V E I G H T � � , BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH#2 UNLESS 2. gTRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES LVL LAMINATED VENEER LUMBER a' D R I V E N I N T O 3�g"�J x 4" Q� 8° Q� NOTED O T H E R W I S E O N P t A N. SHALL BE ASTM A500 GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM M A N F. M A N U F A C T U R E R � HOLES IN CONC.WALL a 3 PER PLAN SCALE:3/4" = 1'-0 A501. O.C. ON CENTER � � 2. S7UDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGIAS FIR-LARCH. {{ PI�4TE ° Q �1 a. 3. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM REF. REFERENCE � ° 3. FOUNDATION PIATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE SPECIFICATION A325. ANCHOR BOLTS AND BOLTS USED IN 71MBER REINF. REINFORCING Q FOUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL BOLTS OR APPROVED CONNECTIONS MAY BE ASTM A307. SCHED. SCHEDULE �.a STUD BRG.WALL ANCHORS. BOLTS SHALL BE EMBEDDED A7 LEAST 7"WTO CONCRETE OR S.I.P. STRUCTURAL WSUIJ�TED PANEL �� ' MASONRY,AND SPACED NOT MORE THAN 6 FT APART. THERE SHALL BE A STL. STEEL CONT. L 4x4x1/4 W/ � � � a CONT. 2x6 TRTD. RGLUED OR MINIMUM OF NU O B O L T S O R A N C H O R S T R A P S P E R P I E C E W I T H Q N E B O L T O R 4. TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDIING 1�2„Q1 X 4„EXP ° DRIVE-PINNED TO SLAB @ 16" THICKENED SLAB FOOTING Wi lNSPECTOR. T.B. THROUGH BOLT . ANCHOR STRAP LOCATED NOT MORE THAN 12"OR LESS THAN 4"FROM F�,CH T&G TONGUE&GROOVE ANCH'S @ 24" �a . a � � (2)-#5's C O N T. L O N G I T. END OF EACH PIECE. A PROPEFiLY SIZED NUT AND WASHER SHALL BE TO TOP OF � ° , . SEE PLAN TIGHTENED ON EACH SOLT TO THE PLATE. 5. EXPANSION 80LTS SHALL BE WEDGE TYPE"POWER"OR APPROVED � � . . EQUIVALENT, MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTLD TOF TOP OF FOOTWG i � � a . �a� � ,Q ° _ � ;a. TO SLAB Tow TOP OF WALL b � � ° °�� P R O J E C T : 0305-05 4. BOTTOM PIATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OTHERWISE. � - TRANSV. TRANSVERSE � � � Q � � TRTD. TREATED #5'S @ 16"EA.WAY ` CONT. L 4x4x1/4 W/ � D R A W N B Y : TFA LUMBER. 6. ALL WEL�ING SHA�L BE DONE BY AN AWS CERT{FIED WELDER. � G!N BF�,M POCKETS IN CONCRETE OR MASONRY TS TUBE STEEL ° ° 1/2"f�x 4"EXP. � WOOD BEAMS BEARIN �� IL WELDS ARE COMPLETED. T,'P. TYPICAL � #5's @ 16"EA.WAY ANCH'S @ 24" 1'-4n REVIEWED BY : JPL 5� 7. DELAY PAINTING WITHIN 3 OF FIELD WELDS UNT WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1J2" VERT, VERTICAL T E , IT 05.16.05 CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2X TREATED BLOCKING 8. STEEL ANGLES 7HAT ARE USED TO SUPPORT STONE VENEER AND ARE IIW VIF VERIFY IN FIELD a a� Si SCALE:3/4" = 1'-0 R E V I S I O N S ; EACH SIDE OF BEAM AT BEARING. CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE W•P• WATERPROOF . 6. BLOCKING WITHIN FLQOR JOIST SPACES BENEA7H POSTS NOTED ON PIAN ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAfNLES3 STEEL W/ WITH o a ANCHORS. C° WOOD POST PER PLAN SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE. S{NGLE STUD #��5 DWLS,x N a a #5 DWLS.x � ON CONT.2x6 TRTD. I�GLUED T REQUfRE A D D I T I O N A L B L O C K I N G f N T H E F L O O R. 6 ��24 N TRIMMERS DO NOg�� OR DRIVE-PINNED TO SLAB @ 16" BACKFILLING PROCEDURES: ° d 7. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH � � (2)-#5's CONT. ° STANDARD WASHERS AND NUTS. 1. VER{FY lYPE OF FILL WITH GEOTECHNICAL ENGINEER. PERIMETER DRAIN PER TOP&BOT. GEOTECHNICAL ENG. �. Q SEE PL4N 8. REFER TO THE 2003 IRC TABLE R602.3(1)OR 2003 IBC TABLE 2304.9.1 FOR 2. CONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLS TO FIN�L � SEE PLAN �t : � �-° ' � ' ' � a a� � ' , a :° � TO SLAB G EN ERAL MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED GRADES IS REQU!RED UNLESS TEMPORARY SHORING IS INSTALLED. DO NO�T TOF � . d d UPON REQUEST.AS STATED IN SECTION 2304.9.5 OF THE 2003 IBC SECTION BACKFILL AGAINST RETAINWG FOUNDATION WAL�S UNTIL SUPPORTING FRA�MING .a ° , , � � , v � NOTES & ELEMENTS ARE IN PIACE, OR ADEQUATE TEMPORARY SHORWG IS INSTALLE'.D. . . ) � � � 2304.9.5: FASTENERS FOR PRESERVATIVE-TR�ATED AND � o � - PED ZINC-COATED � a ° � ' � �'�: �°_�� REF. SCHEDULE . . ; . FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIP �' �"° �°��' D ETAI L� GALVANIZED STEEL, STAINLESS STEEL,SILICON BRONZE OR COPPER. GROUT: 4" 8" 4° 4" 8" 4" SHEET S2 FOR FASTENINGS FOR WO�D FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA REIfVF. INFO. �� 4�� ��4�� G � EQ. EQ. TECHNICAL REPOftT No.7. "' v REF. SCHEDULE � 9. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN 6 RAFTERS, JOISTS AND BF1-IMS SUCH AS SIMPSON STRONG-TIE CONNECT�RS OR SCALE:3/4" = 1'-0 1 SCALE: 3/4" = 1'-0 S1 S1 �rt �,��;.•• ��,,� r,� �5�:�Pk �•ti�c9 � ��� O � � � O iQ $� 1�"1 0 iy � 6d'):�d',r�� � -O,/O��dE•0,� � � 6 � N 0 ti 79'-4" �F C� �- M N � I` M � � o Q � � � � 4'-4" 36'-0" 24'-0" 15'-0" � V O � 2'-0" 2'-4" 28'-7" 2'-10�� 4�_7�� 4" 11'-8" 3�-4�� � Z � t� O • � � O � � L_ A �. � q Q � � TOW = 8497'-0 � TOF = 8493'-0 — — — — — — — — — — — — — — v3 C TOW = 8497'-0 3 I � — — — — — — — — — — — — — � 0 � TOF = 8493'-0 � ° S1 I �o .- - - - - - - - - - - - - - - - --� � 5 � -� = I s' - - - - - - - � _ _ _ _ _ _ _ _ _ � — _ II����� ���,��� �W ����� � = � - - - - - - ��il�� i I�i�III�i� ��I �jl i2' ��II,I li j�III�IIIIiII II��I IIII IIIIII��II i,��� o I � - - - - - - - - — TOW = 8496'-4 I�i�q lu�Iil�I ��i�� i,I�II�� �I� V �;I'I�����Iy ,�i��i��;� "I �,�j�' � o i �i�� � i , I I � � �� �� °D TOF = 8493-0 �� �19� �II,����I� 'i�;'��li� ��li�l�l �I,!!�i�p,���� �'i���� i �i��l����l�l�li ;II Z 4 CONCRETE SLAB ON 4 GRAVEL BASE ON �T � I � I���'��ml ,I,;i,'��, II,;iII� ��I�III� I�i„II u i��I��,,i,u;I,,;i�IIq i �n i Li i 4n i nln i n 'ct ��J�'2 n ��� il II �I uli I:�I��'lll� �,I'� ��°����I�lil� i� i � I,I�Ie����'.d��I�'��I�,°� UNDISTURBED GRADE OR COMPACTED 16-4� 9-1� 2-7 2-�a 9-0 �a �����III�N� L�;I�I�i��l I��q���� ����Ii ��i �i I�y i�'I�I Illl�i� 'll�,,� �'��I -- � I STRUCTURAL FILL PER SOILS ENGINEER. ��III�'u�I ���I'I I II����'II�1��� IiI i� �I!I ,� I� �� � _ `� PROVIDE 1"DEEPSAWN ORTOOLED A �' III�jIIIII, ;��,I', i' 'i, i' I��II�I �ill� �����m�l �r � � I I'�I�I�� 'j!ill I; I IIII� �,oI���Iiul,uV ��f,��� , Ii Il�llllilllill i IIII I;' I II�illll I II III�I�I�lil� I Ill��lil�lili III W ° J � CONTROL JOINTS AT 12'-0"MAXIMUM '� � � N ItlII�IIIIII I� II II IIIII I�,p�l I�Jii��ili I�III � � SPACING EACH WAY. REINFORCE SLAB �' II � , I� I ''I I� i��I��p l „ i�� �II��;���!I�i IIII�' ,� �I���o i � II �I I I I �I�I�fi �III,�I I'iI'll��,����i�'�I�II�I I''��I�I!illli�� �'I�P���;I°,!i�',�,I��;��,�I,li��������,Illi��� W D I� � 8497-0 IlVllil�� I,��ii ' �i��ll WITH 6�c6-W1.4xW1,4 WELDED WIRE FABRIC. � � �� � ' � I I;i u'�I�il,,�i�i � ���I�a��'�pi�i I�i hVllll! � - To s�B I I �' �, I� � ��� ��I°I��I��liu,. , ,��� � �'��III,u,;�I�I;,�,i��i� ' z �N I I �I���III �I�I�IIII�IIIII!�II�II � �I IIII �II'III'I�,pl� 41IQ�I�,III��II��I�i _ � I i � , i��� i�, i I 2-2 tl I I��,' I 'II I �u i�l �i � �� y �i�,��I;��;l i I il q,��li� :Illllllli i �I li�'�i I i I P� ull���i Il;ii��ii ����IIIIiI",�� .lil! Illl�il�llllli ,.iillll I�ifl I i r a I Illil i �I II I�i li tl. I �I i � II I I I I III II II I ������i�iii�Il�l�i�� ��Ilillli �� Illi lii' i Illil�IV�'II���P� ��I�uI��II,I � I _ _ I i ill�Il�il III lil�llh �i IIII IiIIIIVII� ,III Il�lhi,l��II �t�llpl�ll�uo'll I ii i ii i ���I I I i i IIiIII i�i I iIII� � � � 8497-0 I� � 'I II III�I II�I�'�i i I„ �I I�,�I�I III��I ��� � II � C' �� � � ' ���I l �� �li� ll�i �, I II� li ul lll ii �� ''�IV ii,'I Z I�I li II Ili i II Illiml� I i I I�I I I�Iq� i IIIII�! piii � �h�i IIIII�II����I I I A Q — _ — 1 � II�u �I lil� I I IIII IIIIIIIIII ,III�II I,II J' I � il I I� J = I TO SLAB .C1 1 TOW = 8497'-0 I I ° �io�I� �I��II�ill'�illi ,�illil�' I ,�ii�ll'il�'I,II�II� II,��'u'p�Il � ;'' ,��ulll, �,�,lili�l' W II .N --' D ` � A , S1 2 � I �N TOF = 8493-0 .- o � — — -- — _ � � '-'r� S1 Q' � -�v I � � �--�-- - �— ' � o � �' � � � - - - -� — — � � -�- � ' � —I I � I I - � S I I r- -� N s, � � - - - - A �N ,�Q� � � � � � � - I I o I I�— —� A A .=N � ` \ ; , I 5 � I � b , � I S1 ' i n i 1u i 1n � � % pp� CO � � 12-1� 3-6a 4-2b � � 8496'-6 �' I m — — — — — — TO SLAB 4"CONCRETE SIAB ON 4"GRAVEL BASE�N L — � I � � N � � � � ,@ PERIMETER UNDISTURBED GRADE OR COMPACTEI�' — — — — — — � B STRUCTURAL FILL PER SOILS ENGI�4�ER. � - � � �� PROVIDE 1"DEEP SAWN OR TOO�ED I � � I = ''-- STEP TO CONTROL JOINTS AT 12'-0"M�I UM TOW = 8497'-0 a,o° TOW = 8496'-4 S�B �` � SPACING EACH WAY. REINF RCE SLAB o o TOF = 8493'-0 � ° � TOF = 8493'-0 �' � WITH 65c6-W1.4xW1.4 WEI,I�ED WIRE FABRIC. � ' � � — - - - - - - - - - - - - - —� —� ' v _ `i, C � Q ,� o � / � �' E: \ O � , , — — — — — — — — — — — — — — �� — 42 ' TOW = 8497'-0 \ ;" � ,�. � TOF = 8493-0 �� C I I I � 32'-3z�� c� 3�_4�� �F.D,� °�'�°' � SLOPE_ � S�OPE r , TO F.D. ; '�.,\ TO F.D. O � (� � �/ —� �� I ; I I LJ�J TOW = 8496-4 � � � � � `* I TOF = 8493'-0 � � � I I � � "� %' � � �� � %' � p - 4 B ' ^ �� � I '' I I c� S1 Q, � l/J � ; � ,� �r% � 6 ' S1 =a I ( TOW = 8497,'-�/ , TOW,= 8497'-0 I I � � TOF = 849 '-0 TOF =�493'-0 � 5'-4" 11�_�,�� 12�-0�� F� 7'-1��� I I I •\\ 1�.1� TOW = 8505'-0 I I , � / 8496'-6 5�� g TOW = 8495'-10 '' , I TOF = 8493'-0 _ _ _ _ _ I ,' TO SLAB S1 TOF = 8493'-0 � � � — @ PERIMETER — \� I A O � � �=- — — — — — — o I I T _ � I �il tia � I I 'I i , il , , � �/ I - - - - - - - - - - � �t d' ! � ' / ' O � � �e O � , __�__ � I j �, 2'-10" 18'-4" 2'-10" 11'-8" 3'_4" � � � � —7 � � LO'PE TO I �� � — — �� � _ -- - C ��� 8�_��� �90 - � --- ---�_ c �a � VERIFY WALL DIMENSIONS � � -�1 � AND ELEVATIONS W/STAIR ' - �- - - _=j 1 RISE/RUN PER CONTRACTOR I J 6'-58'(VERIFI� � 2�-0° 2�-4° 36�-0�� 24�-0�� 15�-0° P R O J E C T ; 0305-05 DRAWN BY : TFA 79'-4" REVIEWED BY : JPL D A T E : PERMIT 05.16.05 REVISIONS : FO U N DATI O N P LAN SCALE: „4�� - ,�-o ISOLATED SPREAD FOOTING SCHEDULE PIAN NOTES: ' " LABEL DIMENSIONS REINFORCING 1. CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE 2. CONCRETE WALLS ARE 8"THICK UNLESS NOTED OTHERWISE A 2�-O X 2�-O X 1�-O �3�-�S�S X 1'-6 E A. W A Y 3. CONCRETE FOOTINGS ARE 8"THICK AND 1'-4 WIDE UNLESS NOTED OTHERWISE g 2�-6 X 2'-6 x 1�-O 3 -#�J�S X 2'-0 EA. WAY 4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING 5. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED: :�� C 3�-O X 3�-O X 1�-O �3}-#�J�S X 2'-6 EA. WAY 6. Q INDICATES CONNECTION IYPE. REFERENCE SCHEDULE SHEET S1 D 3'-6 x 3�-6 X 1�-O (4}-#5�S X 3'-0 EA. WAY FO U N DATI O N 7. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH CONTRACTOR P LAN 2x6 EXTERIOR WALL 3"STONE AND MORTAR BED OVER W,P. MEMBRANE PER . .R`���. �,�' CONTRACTOR f�`� �l, ••��/� ; RIPPED 2x SLEEPERS 4J o •� ° @ OVERFRAMING 3/4"T&G PLYWD, �.� .� � 8507'-0 - — -� — — ____ � o�o� •� t TO PLYWD. ' ,�:y� r� • , . �o•.d��� �, a � s .... (����ES�u ,,° �' � � 0 � � � � M N � � M SEE DETAIL 1/S5 O pp � � FOR REMAfNING 1 3/4 x f 4 LVL BLKG. � O � � INFO. BNVN, DECK JOISTS UNDER U O � BAY WALL O Z � � 6 a O � � 3 SCALE;3/4"= 1'-p � - —�� Q � � Q�� g'� . 4��'� 2x10 LEDGER W/(g)_1�d NAfLS +�eO CAN7. JOISTS &(2)-5/8"0 T.B.'s an, 1 g�� �' � CONNECTiON: - PER PLAN --- -- - -- - - 4„ J L 4x4x1/4x0'-8 1/2 W/(9)- --- . -- � �� � �T 3 4"�d T.B.'s (3 EA LEG} I Q � O C SEE PLAN - — TO PLYWD, ' - N, � _ _ _ CONT, (2)-1 3/4 x 11 7/g LVL RiM �I � � O � ° r� (2)-2x6 STUDS @ 16"BENEATH � - - ` , r y - - - , _ - � `� 8506'-10 •- ' � 5 0 P. � �-_-, ------ -. _ c� .,.r CANT. LVL JOISTS, INDICATED � I - -�_ _� TO DECKING ° Q � �� _ _ ------1L-`— � THUS J +� S3 � ;� - - -- _ w = �. � � � I �� i � /, I ---�-- - �- Q cv a C BM.'s PER PL4N ��� ' - . — ------- �' --- � i p 5 � � -- -- -- - -- z p�� ; ,�rx;� -- --- U ! `�\ I ��\ / I i 1 U � � ill .'a�III II�I��'IIIII'l�lil�V�'9" I�I�I �i II'IM��jI�N�ilb4�ll��� i�h�� �m''(� S3 , �� _ � `� - � _>�z; �'. +'�''s -- --- - - --- - : - -- --- I I �� � 2 -2x1 o il II�II IIII I�II I�;� I�III i�� l ll�i'IIII,� ,ili��,lr �I llll��lllf�ll�1��,,�i�l�k�� n I / I� I i II, Il)l�il, �I I� Il� ,i ��I� '�� i ' 6� _. _ � � � I���,� II � � � �, _ � � I, �� � � If i II� � ��i .�,�,,, z SCALE. 3/4 _ 1-0 �� � �3) �/4 14L L -- � i � CANT. � i� ��� �ih�a� i���i r����6���,�'�,,������ ���!,���lii�l"������j��i�"Ild � J I� i I � � �I I�I� ���I �I II�I� � III�,� �,�� _ ] � � u� I� �i ���li�i II� IluiVu- � ,� i I iIIIlli � Ip � � � � — - - V � I I`� hl����l i � i �/ \ i I i �� I � II II �11IJi � II�'llll � ,.tlrVli�� L.L � � � � �-� I�I,I�i ���i, ����I �II,I��iII��iI�l�� IIIi�II��I�IIIIIII�j��Ii� � T � r �D � A' " � � 1 � , 1 � ���- ��I�II��� , „��I�i , ��:u,,,�, ���,,� � i � .- � . — —_ �� � �� � � 'i������ �� ��� �� I��;I����� ,!�������i�o��;'�,��n�u������i�����r���I��G���� S L BM. PER PLAN W/&NAlLER f� ----� � i r. , � � -- �_ -- -� -- � � �.��,! ,� �.�� C i�� '' /�' � x ;' ; ; \\, � 3� �d I I I i� �d l�; ,,���, �,�,. ,��, �I'I�� W R I P P E D TO 8M. WIDTH AND x ,= J i � � I 6 , I � , III �� , DRIVE-PfN �� v ; � i- � I � ;L � � �� ;�r� h4� �� Ildm u i�,��� ,i i�,� N I i II� ,�:� �,�,. ED @ 16 v� x i� , ' �' % �� � 1 p �g � , ��,, �� �I,J s�: �Vl ,„ � I,I�� ��,�,�m �� � � I � ` � ��, � �'� I +� i �� , i' Ir -' � � � �� �.- � � w � ,„ i�I�� 4 �I�� ,�I� �'I���;�I ���II��I�'N�i �I����I�I�I���f����'II��� Z � ^ � � � �i; I ry � �� f� Q C�NNEC7��N: - I I w 1 ^ + r SEE PLAN _ J L 4x4xf/4x0'-51 2 - �� � I ' I � tie „ / W/(4) J �, cv c' ; � � -_ -_ J L__ � ; Y �� ����i� � I�I,�n;h illl�i��l�lll���ii�, � � II���',�4, N % /� � � � �� 0' � i��II �� � �i � i���q� I���I�il��� �i v � v �� � I�� �� , � ' ' ,U1� .I II �p il�ll�l� � I lL ' � - [ — — - r_ , --- - � � w I �� '„��III�,� i ����il�l�illlqlll�l��i�l�l ,II�II����II�'�liil,',II'' � TO PLYWD. _ = 3/4 Qf T.B,s (2 EA SIDE OF WEB} `�'� �-� � � � � -- __ _ o �� � 1 3/4 i i 7 8 LV � 'll��V 'i�'��i� i�l I,��i��l�;'���' � �i I 6i��"° Z — A IGN /CH 5E @ f " � �{aj II ,. i �i��,������I��,������� �II�I��I�I���,,�I';° W LLS BOV -- CAN . J01 TS I I/� (7)-i 3/4 xJ1 B LVL � � , „ i, Il h II I � B.C�i �� ��,�,:,, W SEE PL4N � � I � -- - .._. .- � F�TYP• 6-0 � �� �� , r �D� 4-0 TO STL. _ 3)-2 x 1� � !� -�'�r ` F P. � c v r � �� � o Q E T Y P. � -�' `'' �( )-1 3 4 x 1 7/8�L �1 J ,Z � � L 11 7/$"I-JOISTS `�.---` ` �, ` �� �� '' S3 � rJ � F r P �:.� .� ���� ..�m.�.� -80 PLYW � c J PER PIAN � - �.� : �`���' ��, � � � x lY . v � , �' r O .: � J L J L � / O�D >. .O -(2)-1 3/4 11 7/ LVL v �_ -' ` � c�C / r� x � 2 � W 1 26 ( 508 3/4} � r � ,- /-� = + i � �o Z � F YP. Q � � �;:� ~ STL BM.'s PER PIAN 3�16" 2"RETURNS 3)-vc1 S5 � x � � 4 - � � ,.:, � ;; rQ � v �, ;¢ S3 SCALE: 3/4"= 1'-0 `�1`�� `:�� _ �O ' � � 8 07'-0 '' � ` PACK OUT ONE SIDE OF �' o �� ___� I T PL D. �J�' � � WEB W/ �'' 3�4��PLYWD.AND SISTER � L. _,_ --�1 I -- , . � � --- �- _ _ __ _— � 2xi0 JOISTS TO PACKED OUT WE8 � ' � c�'`\ ~ _ _ -— -- - — -- - — -- -- v �� � � -- --- -- -- -- -- --'. SEE PLAN . l + 6 -- --- -- -_- - -:� W/(4)-1�d NAILS @ 12"AL � I� I \`L .;;; LENGTH (SEE/S4) � ��1 � � -- _ TO PLYWD. � ' � ;o STL BM. PER PLAN ; � � SEE PIAN j I c� � i TO STL, I i � (2)_112��QJ x 4"LAGS � � '�_-- � � � � _ _�----_ __�_--- - _- �O INTO WD. POST � -��1 U �\ �O ' � -- � —� � ` i � I I �� t2)'ac1 O � rO r CANT. � POST PER PLAN _ __ �1 I � ' _ _ �o � -- -- —=- — ---- - - - �- - - -Q - - -Q- -- � -- - -_ __ _ - � � � . I .- � � - - -- � � - - - - __ ___ , � - - - - - -- - -- � � W 1 30 ( 505'- 7/8) p r , 3 �-- - - - }--- - �- � a� @� � r-, 850 '-6 7/ � 850 '-0 � � � � r w m � ��� S3 SCALE:�4" = 1'-0 ` TO LYW . y � � TO LYW . � 3 A � QQ P. �� � � � �J_� I S3 (OV RFR ME) g3 � � .� Z � � � � � Q _ 1 3/ x 14 VL B KG. U -- PAN LS 11NN.JOIS S � v ,;� � 8 UN ER B Y W LLS, P. �`J�� -' > ' � �y 8506'-10 r , � 2x6 EXTERIOR WALL i � -' I TO DECKING % / �I S3 0 � � J � � �S � Q � II `i T I � O � 1 1/2"LTWT. CONC. CONT.11 7/8"RIM X T I B 1 /4x1 LVL@16 c x I � � � BD. PER PLAN � � o 3/4°T&G PLYWD. C� `'� � ^ � z ,- c� �'di x DECKING � � � � � � ��� N � ; , �� os � SEE PLAN — 2x 10 Q 16" T a� � S3 � , @j �.. � TO PLYWD. � � il � Q � � SEE PLAN ; o ❑ a TO DECKfNG , X I o `� J 6 �i' C� x �� �� � � � �� � � ' `�� I �v ' �QTYP. � 11 7/8"I-JOIST PER Pl1�I�l ' �--- ' I r I , ^ 2x10 LEDGER W/(3)-10d NAILS M � I I , 1 3 4 x I14 L,'�SL RIM - - - -- - i � NOTCH POST TO �� '� & (2)-5/8"f�T.B.'S @ f6" I (2)-1 3/4 x 14 LVL --- - - --- - -- ACCEPT 6x10 BM., ' 1 � � � � � W 1 x26 I i I � J � ~ �_ � 505'- 3/8) � � � � 2j-�o - - � --- --- — — -_ - ----- I - ---- - -- -- Q_ ' IYP. ' ��1 I Q z r---__�- 2 � �� � - � -�_ � __ � Q � 6\�l�' ��.o S3 SCALE: 3/4"= 1'-0 � ,1_ 1_._, _L__ I_ I I i � �' �.._ U t d'�.� (3)-1 3/4 x 14 LVL --- -- � --�-----�_( C O N T. 1 3/4 x 1 1 7/8 L VL RIM ` � ! os T '°� CaROPPED) 8506'-4 3/8 - -a---------�--, 3 �'� TO PLYWp, ; ! NOTCHED 1 1/4 x i1 7/8 LSL S 5 V E R I F Y r------------�� RIM BD. BLKG. PANELS , � r � i 1 �--- � 2x6 EXTERIOR WALL 3"STONE AND MORTAR BED � OVER W.P. MEMBRANE PER � - ---- -�- CONTRACTOR �__!_____ _ __ � 1 1/2"L11NT. CONC. ' ' � P R 0 J E C T ; 0305-05 3 4°T&G PLYIND. -f_-=_.-___=--I 11 7/8"I-JOISTS PER PLAN 8507�-0 — — — — - --- -- - --- --� D R A W N B Y : TFA TO PLYWD. SLOPE FRAMING �... . . .... REVIEWED BY ; JPL .. , � .._ ..:..:,.;. : .. . . . D A T E : PERMIT 05.16.05 REVISIONS : 85�6�_6�,8 MA 1 f� F L 0 O R TO PLYWD, �I�A M I N G P LA N PLAN NOTES: SCALE: 1/4" _ �'-O 1� �� O� BR FAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" N CONT.2x8 R1M 1 3/4 x 14 LVL @ 16" 2. FLOOR SHEATHING IS 3/4"T&G APA RATED STURDIFLOOR EXp, DBL.2�c8 BLKG. PANELS 4"BF�G. 3, POSTS CONTINUOUS BELOW ARE INDICATED: � POSTS FR�M ABO E NOTTCONTINUOUS BEL 4. fNTERIOR STUD BEARING WALLS ARE 1NDICATED: �,�i;;;"�;;�; OW ARE INDlCATED: ❑ 5. FLOOR JOISTSARE 11 7/8"TJl-210 SERIES @ i6°UNLESS NOTED OTHERWISE. MAIN FLOOR 1 6. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##) S3 SCALE:3/4"= 1'-p 7. Q INDICATES CONNECTION TYPE, REFERENCE SCHEDULE SHEET S1 FRAMING PLAN & 8. DO NOT SCALE DRAWINGS. DETAILS --"—�2x BLKG. PAIVELS B71NN, RAFTERS @ BRG., 1Yp, — 5/8"ROOF SHEqTHING, 1Yp, 8 3/4 x f 8 G.�. RIpGE � Q o � � � `'�' 6 3/4 x 8 3/4 G.L. K(NG POST � '�x BLKG, PqNELS 8TW►y, 6 3/4 x 131/2 G.L. RAFTERS 12 TOP CHORDS � Q @ BRG,, 7YP. --�6 N N r� 0 RAFTERS PER PLqN x � � o0 �Q SEE 1/S4 FOR RAFTER �y U � � • BRG. CONDITION, TYp, a s� a p tiQ• � o � Z a � e� ' `��' �" (� �c� � � oo� � � o A ° � �' � � o � � � 6 3/4 x 9 G.L,1�/Eg MEMBERS o � � � oao 6 3/4 x 13 1/2 G.L, g07. CHpRD 3 8���-T'�P WOOD POST S4 PEA PCAN N�TE: sr,a�E: i��°= 1'-0 — 2. �L pRU-BOLTS ARE 3/4"(d � 0 u���,,,��,��,��,,,;,,�;;�„u,;,�, 3. �N CATES Pf_ATE SCHED E, II�I f I�II��;II������i�����';,'�',� UL � SEE DETAILS ABOVE. � �,� ���h�!��'�';�i'���'�i�i�j�'�'�' GLUE-LANIINATED TIMBER TRUSS MEMgERS ARE �I,,, ,�����II�,i��;I��II��, �,,;;,,��� 2 � �u���;�. �� � � ��,���,;�� COMBfNATIpN SYM80L 24F-V4. S4 �� 9��1. ���,���u,�` f�� � , I�������Il,��i�'� Ii�i;l�1' CONT. 2 ;��,,,,, ,�I,N ;,�I�I �_ x10 RIM W/{4)-y0d NAILS INTO JOt �� � � "IJII!i�il'��Illl���i�l�lp, 6�� 8� 6'-10 - -- - _ ST ENp lyp. --- N�i�� I��ii�l;;��l '��I��',�4�,�"��'�;� T pE K� ��,�� i �i��,�,� � ��� � u n � � ��II�;, ���'������I������'��'.";�'�w�,. �`� „ 2 z? C NT. 2x1 �s 12„ '��'"��i�u<.,;,;� � u� � PACK OUT ONE SIDE OF ,�, �� q'��"�' I��,�� . �' a A � ��N � 1'-2" �j ; 3/4 PLYWD.AND SIST WEB W/ � I f''!��II!�,;��`'� �0 , 2x10 JOISTS TO PACKED pU7 yyEg '��" ���'��� i - � ��Q ��n �� ��� „ 1� 931 2�� �`L1 `� (3) 1 3/ x %�'� , W/(4)-10d NAILS @ 12"ALONG � � � � �� g � 2 I� _ 9 i 2 L L LENGTH � 7,�'" o :- _ ,�0'� � 1 �s � � � � - I nm � � � � � � p — �,A'� �� � I ——�- � —` --- -' � e ' ' —_— _'_ -- � - - --- - —� — a '— � ', m � � �' I ��� ---- —�_ __ --- o---e-_-o-_ 6 t- o ;' �� 4�� „ ' ��---�� _ �`_-``--- I ; � -- `�-, o $ 4" ° `.� _- � � � i j � o� � �� � p � ,y� �� i .La iO---p—__.�-_ v� '1' = 7---- = � � � o _ � � � � I 6,� `�� = O _ � � � � ao — --- --�� i ` I 1 q�� 4�� , go ��m � � ---- I � � � .� I 1'-0" � I- �- — �' � �� � 6�� � �� „ �'-�" � � � > �- i � � � 3 " � � � � Q�� � f 0 1��� 6 � � � � ' � � '�+ � � � � i „ B SIDE VIEW , � � '- ---- - -- �.' , ❑ � x --- � I I � -�--- -- ' FRONT V1EW I � ,--- ---- � � I - - -- � I T 11 7/8"TJI/ i0' @ y2" 1 f - 'I � i NOTES: � � � , � �, �Q i i i ' �� � � , (1}-1 3/4 x 11 7/$LVL I � `�\ � 1. ALL PUCHED HOLES ARE 13116"f71 SCALE: 1" = 1'-p � ( � ,-- _ __ - -- ---- - -- J �- , � ,�' ����.� - _ - _ - _ �� 2. ALL Pl1aTE MATERIAL IS 1/4" THICK � � � � -- — _ - __ - F�� � ; ,�5`� i Or P. (n� � � 3• A L L P L q T E T O P L q T E WELDS ARE 3/6 F S S N Q T E D O T H E RW)SF f ' f' ' a �� I � -.� � I I ( � ~ � > °� "� lLLET WE�DS � �, J � � � � � W Ox2 (8 16'- 3/4 � � ''a' O ��� j � �---� -� � r � '�: a�;.� U � '- � \ L� � =Y�`:,-. .`� �R�- _ -- -- --� X � __- �� � F � ; � 8 y 7'- �' � � - —- - � /' i c��' � ~ T P J � � � 1 � �` `�'6'i � � S4 � � �1 �' � ,� �; � � � LSL BLKG. PANELS BTWN, '�c6 EXTERIOR WALL P�OVIDE 1/8° �4�-1�d (3")80XNq1Lg � ^ I I�,-_-` _ I SISTERED JOfSTS �AP @ TOP °� 12��O.C. I � i ,- � x � z @ BRG. cv^ `r � I QT P. Q � V � 2xDECKING pER ARCH. "- - � PACK SIDE OF � -- � � - � �-- -_ � _ ' 1 � � C A N T.2 x f 0@ 12"SlSTERED TO WE8 W/3/4"PLYWp. W/ ` ---� --- - ' (1)-� 3/4 x 7 � �„ CONT. 2x10 RIM W/(4)-70d -- �� � �J � N, � /8 tVL ' � NA1LS @ 1�2 ALONG�ENGT�d ���NT�gpT• FACE GI�AIN VERT, � 8516'-70 NAILS INTO EA. JOIST �� SEE SHEET S5 FOR NEADER I 1_J, �� � -- ------ �- TO DECKING � � � AND TRIMMER INFORfV1ATlON I � � � -` --- — � 1�2°�7�'• CONC. THIS LEVEL l�1 J x � � � � � lll�r�'� !%//,i// ' ' - 8517'-0 � 1 � w � / �—`�- �� �~ � N1V%���'`�ii��ii%%iiiii ri�i�i�ii �i'�� TOt��vWD. _ � 1 I�,.= , --- r—�lii �!I%��i,/ ��'�lii�� ��� ���������,/���-. _ ____— ------- _.__-_�_�- - -- � � �.� L��, ���i���i�i,�� r ° _ � `�l`t� 1�-a� �-���r�� ���� � -- t � � 1NDICAT�S CONT. 1 1/4 x 1 f � `` � i _- - - .c� PACK OUT WE8 W/3/4" 7/8 LSL RIM 8D. �� , � - -' I �A ����. ONE SIDE OF I-JOIST � �_ 1� �j'�� � � 7� j �y� 5'-Ou ZscB EXTERIOR WqLL TYPICAL EXTER�OR HEqpERS ;�j'�O �o �L�c. AF�E(3)-2x1Q's W/(1)-2x6 L�\ `L�' 2 '-0° Tl�IMMEA&(71-zx6 K.S. Eq, ��\ S4 SIDE, (NpICATED THUS � � AEE SHEET S5 FOR kEqpER U P f��� F! p � T�b TRIMMER 1NFORMATION scA��:�a°= f�_o L��O� � /� s��vE� � ,�2n�rwr. corvc. P f��"1M I�� ; 7 i 7/8u I-JOISTS ���OTES: ��./�N 3/4u T&G PLYVVD. PER PLqf� i. FLOOR BF�MS SCAL • �, � � ARE FLUSH FF{,qMEp��LESS NOTED"DRpppEp�� E ��4 - ��_� --- SEE PLAtV 2. FLOOR SHEATHING IS 3/4"T&G APA RATED STURD1FL00 I - - - TO PLYWp, 3. POSTS CON7INUOUS 8ELp1�/q�E��DrC �� ' P R � � E C • 4. iNTERIOR S7UD BF�RING WALLS ARE HVDICATED: ;`�;�,�\ A �P, i' SPAN RATING 24 O.C. n' T• O SEF PtAN � POSTS FROM A80VE IVOT CONTINUOUS BELOW ARE 1 � V � R A W N B Y : T 5, FLpp�JOISTS ARE 7 i 7/g°TJI-21p SERIES � ��,P ,� TO STL. 6- Q WDICATES CONNECTION 1Yp�, ��F @ i 6"UNLESS NOTEp pryER �DICATEp; � � REVIEW w►sE. ' ED BY ; J� 7� DO NOT SCA�E DRAWINGS, �R�NCE SCNEpULE SHEET S� D A T E : PERMiT 0� TL. BM. PER PLqN � R E AP�- 1/2xBM. WIDTHxO'-3 1/2 W/ I ' ' VISIONS : � (2I-7/2"l�T.B.'s(ONE EA. SIDE OF WEBj - -i TS 3x3x3/7g 2x STUD BRG.Wq�� � ; i PER PLqN � I S4 ' - ---- ---- - - - -- - - ; � SCALE:3/4"= 1'-0 uPP�� F�oo FRAMING PLAI� ��TAILS ��� ��� � ,.IC\5em°OC"_k- ����/c� �J �� � �tZ•9� ''� � a� � O o0. =z: • �" � �r� • `���0�e�3 ',�� d' � � �j N r- I� M x � � � � � � � � � O O ; a O � � s Q °� � � �� �� � � �A e �-e �. o -- -- --- - — ---- -- -- -- - -- - — - -- - ---- � - ----- - --- - --�� � ---- — ---- -- - - _ -- ----, _ - --- �-- _ INDICATES COIWT, 2x12 (3j-1 3/4 x 1/2 LV I r- - -- --- - -- I STRUCT. SUB-FASCIA,lYP. I �.�0 ��'J I I ! � I C - \ ' ' I I I �w 2x12 LOOKOUTS @ I � I I i � �III!II.�',� �� III���II I I�,� I�����I����ii I,�I��'�� 'Irn 24" nP. -- - - -- -- --- --,-- -_ � � I - --- -- -- ++ I _ /�J I III N I I I�II��liliiilmll� Ijll;llilil I III�IIIIIII,I!I�iII��'I�II� i il'�''lliiil'�I"'�'�I v - --- - - � - ----�-� --- - - � I II � ��i I II���iii I�i I II�'�I I� j III ��lil��I 'I�I'll Z , � II�� �p II�I�i���l i�!U,I� �I�, � d - - T � C9� , I i I�I I ,i i I � � li��°` '�,'i�IIVI;ih,q,�llll�i �I�� �;;: j I�I���, ��ilh�u ,j i I' �il u�� � � ���i,�ll��i� I,'',,,��I�' � — � ��I I �� "� I liqu��iili��llill�l llll l� I S5 O `' , — r ^ _ -_ - - -_ �-� - i �I i��� II I � I � 1 1 E IYP. � � �- 3 2x12 I I����II�I I I I i J L � � � 0 ERFRA E ' sr ' I���i'lu IU�h�h�,� i '��� � � p w � / co i �I �' I'� I I�II��IIiI!Illu� II I� I � II � I , r O J � � (J i II I {II I I �il.l�l I lu�l��I�Ili�lllil�l�I II p�11� W � P`; � . I i ,I I I I I �III� i ' � �z� W/2x12'S 24" '� �- `�- `�- �\� I 'i � �I II�4lj�lli�l��lll�Ili I� ���Vlilll ��, ��,���I'��,�� I���"�I -- � � r I ii Ilii i I 'll� II II '��II �IIII� i iliji�Illlliillll,�ll J � — -- — � 6' � � �� i l lii, ,i 6i �I , I IIIII�V �;i i�q ml� I II I Ii I W ---� � I > ��, -� � (2)-2 12 @ 0 ERFRA E EDG �Q �c, Iq�,��,,� i 'li�i��;l��rl I,ill�'II�iill�l'U�� ���I I � �I�I'��"�Iill�';�';''i�'I' Z ' OD X J LOTYP. J � � °O �/ W II Il�llli Iu IuI�III: fl I II I�I Ilu��lll��, �i �I��IIIjI _ � Q P. T > / I I��II��I �' ' III�I i�I�I I II��i , ' � /� � �� � � �� m �; i ����I I��.ii I�,rul� i I�I� 'i li ili i'IlVlllilll��'� I�I II Illllllil�l�lllr � � ', . . LL � J lilll�,l�ll� �III' �,�IIPIII �I 1�� Ili I�.,il. ' ��� � 1 T I v '1� LQ1YP. II � I'lupli!hIu,Il�l°ili,W I ;jlllli;III�II�i�i,�����lil i�IIlllll ��I I!I�''�;�i��ll�l, C7 I T � I II I�li,i� � I i i��� �l�ll�dl qu� II�I�IiIIII�ii I ' x sr N a-� x � �1- c�v III I��Ili ii�i�lill�� i II�I I Id Illl�i��i�!��i"�i 'I I�I���u,�lii Z / I � .� � v I I .— �i, ,��I I I�,� I � I I I I I,l i I l l i, I��I I��� i� �� � � ��9� �I j � j� �%`� T �� � �-- -- --- ------ - �;- -�_' oo �%��\ � I �I m ,,,I,�IW�;,u� i�li i II II IIIII�IIII Ilii llili!�d����lll'rtii'l i iV I I I I!�I I I�I I�I I I III�I W C A N T. D B L.a c 1 2 _� � �L A N �,i r ,�\ �x � , J Oq �. � � J � q `" � �. � , � — � , � � � r - -- + I � CO � �- � N I I � � �j-�O � ` 2)-1 3/4 x 11 7/8 VL , J �° �-� -- 3�� � � . � I � (3)-1 3/4 x � � \ � -- __ 2' 0" �� �A �, ^ CONT. 2 -1 3/4 x 11 7/8 LVL J L rn 9 1,/2 LVL � � � m (3)-1 /4 X 11 8 LVL ANT. Q ' � E NP. Q R O QE TYP r � - 3�13L4 .ii7J8 L-- O-1 3/4 x 11 7/8 L L � �CANT. �' "� �-rO I I I '- QE , P. co � �� - -- � — - DROPP D) -- - - Q , r� � �ti���+ I c�i 23' 0 � �'/,j A� �,, J , `� ' I ( I I � I ��1 I 2 -1 3/4 x 11 7/8 VL I� J �'�y �� `�6' 6�� � m -- � � ,� �; � A �q � � , -- - � -- - j � 4��� �4�� CANT.� DBL ac12 � � I! � � - -- - 1 + �,�j� r L TYP. �1� � � `�"6� � L� L TYP. � r8 j�'� ��L � GP I � T x i - ---- --- �� � sj C ' � _la — I ' d.x � i LQ1YP. a �� �o �o i � :- � / (3)-1 3/4 x 14 LVL � I I ; � � � `� 1� `ti1� ���- N , � - L 6x6x5/16x 0'-8 W/(4)-3/4"Q1 �� � -- --- --- —``� � v I � z� � - - (3) 2x12 - T.B.'s (2 EA. LEG) i Og (2)-2x12 � � (2)-�c12 B v - - ---- - 6 - - - -- - - - 3/16" - � � � J � , i I �- - - -- �� � � ��� `�° � � L 4X4X1/4X0'-5 1/2 W/(2)- r� ' � � � '�`�' � � � I, �I � ;I' I ` i � 1/2 Q1 x 5 LAGS INTO POST 1`� � I J � %� � � � � � ln � u � — � �d 3 1� 8x8 POST (3)-2x12 _ � I -- I _ �'� � �, X C�9�, I! I , ; ���' ``1�1 rJ I �� II - - �1 ----- ------ ' . ,- `V � ----- - --L - - - - - - �� �lYP. IYPICAL EXTERI�R HEADERS � � � � I I � co � `� - - - ARE(3)-2x10's W/(1)-�x6 � , \'., �. c�j- N /� v , ,,j ,� I � CUTOM G.L TIMBER TRUSS 3 TRIMMER&(1)-2x6 K.S. EA. � � 3 SCALE:3/4" = 1'-0 I I ��. �\ �6' `/i"� I ��-�. I ' _ ro S4 SIDE, INDICATED THUS � S5 '°�' �' � � � - — - � � \� � H � �Z _ I a � � � Z O I / 1 �� � a `O � N Q J, �..� 2x12 W/(4)-10d NAILS N � Q' � � o � @ 16"I N EA. STU D �- V Z rn � 6' � N � TS 3x3x3/16 , v � I .- I I I I I � ' � N , ��, J pj NII �r BRG. R- 1/2xBM. WIDTHxO'-3 1/2 W/ I I � i � � .- � � (2)-1/2"Q1x4"IAGS INTO SOLE f� 'I � I' x � � 3/4"T&G PLYWD. I v I � I-JOIST BLKG. PANELS � �' ' � BTWN, JOISTS @ BRG.,TYP. � �`ti� `�,\ Q� I 1 �� SOLID BLKG. IN JOIST SPACE ' S5 11 7/8"I-JOISTS (3)-1 3 4 x 71/4 � PER PLAN �- -- -- �� LVL(U �ER) — --- ----- --I 1 ' . 6' �g\ . - - --- —- �2x STUD BRG.WALL - BUILT-UP POST PER PIAN � ' PER PIAN (SHOWN LIGHT - � _ i , FOR CIARIII� �- (3)-1 /4 x 9 1 L L( OWER) ��� 2 �CALE:3/4" = 1'-0 INDICATES CONT. 2x12 S5 STRUCT. SUB-FASCIA,TYP. 12 ROOF RAFTER SIZE/SPACING SCHEDULE: 2x12 LOOKOUTS @ 5/S"ROOF SHEATHING 6 MAX. CLEAR RUN RAFTER SIZE/SPAGING 24 ' NP. P R O J E C T ; 0305-05 10-0 2x12@24 DRAWN BY : TFA RAFTERS PER PLAN 12'-� 2x12 @ 16" 14'-0 (2)-2x12 @ 24" OR REVIEWED BY : JPL 1 3/4 x 11 1/4 LVL @ 24" D A T E : PERM IT 05.16.05 REVISIONS : NAIL B N G. B11NN. RAFTERS R O O F F RA M I N C �l�A N „ _ , @ BRG., TYP.W/(3)-10d SCALE: 1/4 - 1 -Q S TO TOP R N PIAN NOTES: 1. ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" 2. REFERENCE ROOF RAFTER FRAMING SCHEDULE THIS SHEET FOR RAFTER SIZE AND SPACING 3. ROOF SHEATING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20 2x6 EXTERIOR WALL 4. 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