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HomeMy WebLinkAboutB12-0356 REV7 PLANS APPROVED (2) 1 2 3 4 5 A. 1 Q C -__,� - ----------- ------ --------------------------------------------- � I+I'r-�---------------- -------------------------------------------- 14" L�/L AT 2'-O' i 1 — — — — — — — — — — — �� — — � — — — — — — — — — — — — — � � �� TOWN OF VAIL �ouveR HEADER � �ORD PARK G la) 4�� �v� � , � PHASE 1 � 4�� B��,qo,�.o M P R 0 V E M E T S I � T I'-4" J I I ryl 14" LVL AT 2' O" ' _ LADDER FR MING C 0 N S TR U C T 0 N 2 — — — — — — — — — — — � .� ,. : — _ — — — — — — — — — — — 2 3 -, �,z�� �� -, �,2�� L L D 0 C U M E T S > _ .� : Ji �. �2�-14�� i L � (3) X I O M ER `��� ` � -��<;,�,� A IGH I I � R GE �'� � ' ����:,_� 4� �:, 30 �� I �----- , ---- FORD PARK ��<.� �� �� 530 SOU TH FRON TAGE RD E �w;� ',____, ___ VAIL, CO 81657 � )-14�� i L ' .�� � � (3)-G V2" LVL E'�, -D ' --- -0 AT HIGH WINDO ' W ;H � �� F '"�� (3)-2x6 POST �__ _ _____ � WINDOWS `� APPL�ED • � TIMBER - —� 0 BRAGE � �.--'�<., I BG GO/2.0 .. .;� ' T I'-4•' 12 i, � � - � I 303 x,, qQ 4 ''� °� (3�-14" � L O _ _ _ _ � �r�. — - - - ���� � ' a0 � _ — �� _ � � - � APPLIED `�a _ �e� � �a , BRAGE � � Monroe & Newell APPLIED � a° - i T�MBER y� _ � -,.�,��� ��� Engineers, ZriC. BRAGE � '�� « '� ��%` = o o � P.O.Box 1597 :�;,..��,5==� �' p _ : �,<" , (12)-IOd X 3" � _ y � 70 Benchmark Road, Suite 204 NAILS � � - ���"�^,; Avon,Colorado 81620 _ � , 3 - - - - - - - - - - - - - •, � _ - � - - - - - - - 3 • • FAX(970)949-4064 >E'�°°°3 i � � - y�_-;�:��;. 3/4" )C 14" L�/L ��'� _ Email: avon@monroe-newell.com (2)_14' ��,J Q� � - � 1701 Wynkoop Street, Suite 200 '� I 3/4" X 14" LVL �� ,�� - � Denver,Colorado 80202 E °""� � ' � _ (303)623-4927 � SIMPSON L�10 � �� ����, � ��,��� '""' � - � FAX(303)623-6602 '� GLIP "� > Email: denver@monroe-newell.com I � s���a,� � _�, — 4 �� �� � _���� v _ �° �.�,� �I �"� �� ��'� � � Z E H R E N � I �. � ���:� � � 5 _ m AND ASSOCIATES, INC. � _ — � �4„ ARCHITECTURE •PLANNING• INTERIORS � ' � _ I l6)_ J Ar ���ap��.o � _ , �x6 � PO BOX 1976 � _ � G�LUIHN �� Avon, CO 81620 �I T 970 949 0257 � o-� F 970 949 1080 m � www.zehren.com A p �4.. L �' 303 Q�' rl BER ( - � � R Fr �'-O., �"O B AGE _ �'AMING 1,��� �2 � 3p3 j - � � � � J � - � _ _ �2.. BGI �6 �' � AT 1'_q,�. ���.0 ,{ � - m „ � _ � �- --- � 5 LO�AN SIMPSON 0 DESI�N iNC. !6)_�x6 v G�LUIHN " w 123 North College Ave, Suite 206 Q Fort Collins, CO 80524 � J Q T 970.221 .9948 T M �E�� � F 970.221 .9949 BR,� R �_ E I � 0 www.logansimpson.com � yG ' �0 . r � �. �� � i�.�� � ��,R�(;��, s �,�r� ¢�r'� � "\` � � o,� .4r i _4/Q���.p �°;" �� � �,�j•.��,� 6 Ar �'�6oi�.o � m ��„�::��' -�A =.� ��J�� O • �1 � -4^ i � ___ _ G)-2x6 �.5��2 I ` � . �;� � OLUMN � i ) �. .• � J� � I •�tii�t�t�a�i*'�• . I N� � � I � � �� � �� � � ���� � C 8 3/4., x �6 1/,'2., �� O ���� � �� I I Y� �1� �I � � '� pL1Ep _ `°,��a �'`- G I - �/4" = I'-O.. TI gER � , ¢�,A_.,� a�,..� .��° '> ,,,� �� B AGE ' --' °�� �` ��° M ���.E, .,� J REV. COMMENT DATE �g� '' S� �ON � ROOF FR.4MINC� NOTES: i ADDENDUM 1 8.01 .12 ���� J� I HANC'ER. Yp 'S(�/14 � e�,.�� -i F, J "'�,, ry ,r4°'� -► ��� I fr �`F4`���ra��,��� I,; I. ROOF SHEATHING 5/b" (40/20 SPAN RATING)AT METAL ROOF. ROOF 5 AS�—���J 11 .14.12 "��� � , �� NEW ��> 1 � I 3/4„ ��-'''�"''�� , - �m I PA ELHEND JOINTSBAND FAS E/N WITH OdR AILS AT 6 OD ROOM ALLGGER �`� EDGES AhtD I'-O" MAXIMUM OTHER SUPPORTS. 6 FOOTING STEP 11 .26.12 6 �2" .'F.. -� - � x 14• v S�I�Ip x �4,•. LV '�, _ A r �►i6 p�2.o -� m O � EAG ��U'4 A�G D��.�.�.,:...z� � _ � __ °'">�-. � Q n �� 2. RE: ARGHITEGT FOR ROOF SLOPES AND BEARIN6 PLATE HEIGHTS REVISION � _ v� �� �.� s NOT NOTED. 7 F00TING 2.26.1 �.--�o, $� `, �=,6.� _ �° '�;``;� --_ ~ �6�X(�� a* E NEW ��� � 3/ ,. � 3. ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL >� `�,k�x= `�� �" ' GOLUMN ROST�NG �q... � x Q' LV� HEADERS SHALL BE BUILT OUT TO 5 I/2" OR 3 I/2" WIDTH BY ADDING REVISION '� �� °"'�� � OF JD�ST PLYWOOD SHIMS AS REQUIRED. ��� ��NNEGT � 2p�� - W17-H �4 _ F SG' ��� � x Zp„ 4. ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE TWO TRIM 8 PILASTER 2.01 .13 C3)_��.. <2)_�4„ � ���GqT��N �pENING q STUDS AND TWO KING STUDS EAGH SIDE. G ) 3/4 � A BEAM � REVISION taa Lq _ � �.. gp�Tg X g.. `� Lv� Lv��� �;� RE; qRG F EAGH GL ��' App � �'`� ,��..-� H'� 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE LI i � "�' UNLE55 NOTED OTHERWISE. � '��; E� � e ���a, q ROOF FRAMING 2.20.13 °�' " T►MgER � �,�.,_ 2 ►�x�gT�NG �4.. . � BRAGE � "�, ��F Jp�s�. 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM "'� SHALL USE SIMPSOhi PLATE GONNEGTORS UNLESS NOTED R E VI SI O N S � ���y � � �'`"' H�k� OTHERWISE ON DETAILS. B ,�, a - � � Lq - �. ALL EXTERIOR WALLS SHALL HA�/E GONTINUOUS STUDS FROM '^� ��� ��ER Fl�,c�M�NG - — FLOOR TO ROOF (INGLUDING RAKE WALLS). SEAL: �;� � � E� � - � 8. ALL GOLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. �� �r°' �- � - �;! '4 __ T BG1�6p�2 6 q. < > Ih1DIGATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. 4" � t� ,�� ' 10. RE: ARGHITEGTURAL DRAWINGS FOR ALL OVERFLOW SGUPPER �:.rr" 3p � - 'Q LOGATIONS. 6x6uT1�.qg � �'3 ��}� G� Miv ER I II. GENERAL NOTES RE: SHEET 5300. � �° , �� G�NNEGT � N� LA�'�L TF m x 8 EAM �"� I 6x6 TI�"�B EqGH �, i GOLUMN ER GL � F."` t;, _ ,;°�A �;°� i � ' � I I DATE: 07.26.2012 � �� � ��., �' � z 0 '� � AT �, �`'oi2o ' ' JOB NO.: 8727 ,�;e I -4.. i,����,'� ` � n I I k" � �� Q�� �.� �- DRAWN BY: AVN m a=`'..'� 2 � - i i N N pZ I CHECKED BY: HS � I I � �g_: M � 0 w'� �'�Yl ._, � ���; �- � Oz ' 6x6 ' ' DRAWING TITLE: �a T� I I � "' �2� GoLU1tiMj ER 1/g�%FT � ����� W�NNEGT F �� ' �� � CENTRAL RESTROOMS ° r���'°�� LAG 8��3/S E m �8 EqP,� �� I ob T�►.�BER I I ROOF FRAMING PLAN cn GH GL � i LV►`�N i N �A���� � RECEI VED � �-� � ��,, � ���.�� ��Q Q �� ' LL , I By David Rhoades at 3:30 pm, Mar 12, 2013 S H E E T N 0.: v � � � I �5 � ' 3p3 � �� �� N � � 1 2 3 4 5 a