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VAIL VILLAGE FILING 10 LOT 5.pdf
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STORAGE ` � v � Z � � � W . I � � , � � � � � ' � ' W � O � - � � o0 ' - - � 103 D4 106 ', r p �� BATH STAiR A p� � GARAGE i �ZR � � � __ _ — / i V ¢ � ' O = a - � , . , __ _ . __ . It J i �_ � 73� � a o > � � m � � � Z � � � � W . d � , ^ i� � . . � � i \'/^/ � VI '� � , I� V/ i � . ( D8 i W i � i - i � I L i D9 ; i , i , � i , � � - i l _ � - i _ .. _ -- � . -- i D 1 i �\ _ , i i �` 102 101 ; ' � ` BEDROOM pg tNTR;Y i � ,, , � � , - � . . _ - , , , . .. � � , � ,' ` - - , -- - - - - - - - - - - - - - -- - - - - - - - - , , � D2 ,' � - _ -___ • • , , � o , ' O O •� , ` I, , . � . , . � , . I . , , � � � - - - — - — - - — - - - -- -- -` � i , G��� �y � 3 d� I �, �2�i4 ti�3 � 1 FIRST FLOOR PLAN _ _ JIM HENDERSON & ASSOCIATES , INC. p � � 1 /4' - 1 '- o° 3400 EAST BAYAUD AVENUE, SUITE 390 � /�1 DENVER, COLORADO 80209-2929 303-320-6332 �� FAX-303-329-0682 JUN 51�96 � � . I � \ �_ � � �- -� I � � � �! �i _ . _ _ - -� � - - - � ' - - r. . . _ i ; � � � � i - 204 � � 205 � �� � �� � � STORAGE BATH ' I , � -- '� � ' ' � � 0 - - — � � I -- - — - �i� I / � 208 � ,I -" -- BEDROOM p1 DECK � � 203 206 � � __ �- -- W i � , 1 - PARTRY � � RESTRO � - � � � V � �V �� � � , i STAIR B � � I W � � - � - - � � '� � � � , - _ . � 20� i ---�1 � � �� � , CORRIDOR i _ _ _ _ �I W ' ~- � , , � � O � t � _ _._ _ , ' � � c� Q � � � � � - � � � '�, STAIR A � ' � ' ��' Z ��! QO � R � O 202 � � - 209 �=I V ¢ � KITCHEN I � ; � LNWG ROOM ^� � ,Q � 11_ ' . . . _. . r_ � ��r Z, y �� I � �I O � I � _ m ' � � � � g! � � � 3 �� ' . W , _ . — -__ E : r C_ _ �j ' V� I � - ; , _ - - � � II � L_ U W , , • i � i � existing line of third fl_oa �C / ' � I , -- - -- - _ ; � _ � - � � � � � _ � .� � _ - i = - - - � � � i� � 1� ' J= '" � � .E� iE � iE EO EI i ; , � ' Yy Mi � 2 _ 2� S �_ � � "J 1� _ _ _ _ _ _ _ � � ' � DINING ROOM -"; - �, i -- DECK j , � ' \ r; . � — —+� o i �;, M - � ___y2 x %i%' ,�,� N , � `'�`�� � M , �� � , , , . _. .. _ - �� �-- �I � ! `� � � —+ j �� I � �, � �' °p � � � _ �' . - , i , . ` � � � -��F � ` �" /�BJ " ' -- - - ----- - : B, i i � r, -- - - - - �,� __ _ _ _ _. . . .. I�' 2'•p'� `�j" 5 � �� 9. � ���_�r f� ,}� i -+ : � — �� -- - - -1-i�= --k ' � 07' ,�Qi . c-a. C-�RF/4 Tor� �, � � k.. . _-_ _ . ; 3- 8�1� '- . . _ _ . _ . . _ � � �j�v veic �c 7 , ak�n wi[h ttwd floor - -- _ � - SECOND FLOOR PLAN 1 JIM HENDERSON & ASSOCIATES , INC . _ A � � - __ --- _ _ _ _ - --- ��4 � - � , 3400 EAST BAYAUD AVENUE, SUITE 390 DENVER, COLORADO 80209- 2929 ; 303- 320-6332 / FAX-303-329-0682 � _ JUN 5 1996 _ _ ____-/, � � ---� � � . , � � � n ;; ; . - ;. � � ,.; ; ,�; � � ' ;;� ` � - EXISTING - _- _ I!, \ � % � DECK � � " I � � ; . , f;' � � i' , _ existing line of wall _� Ii �i - „ , xistin�c wall surfasces� ' _-_- , io � `- � � ; � verip7 hl II c��- I'� -f�I c�ri �S1wG WNJDOd ry� 3; .c�" �rt ,St Ln ,�� ZI. , '.._ i � � I * � AGATiONS 'f. � . _ ,^ . � � ��. ���. , • � �� � , � ; A! �A ; i `A `A ' � � � - - - - -�� • • � � . � I � .=Y 1 � � . _ . .-� . � �� � ri ' t� e � � + ��ti .t i ��, Y. i � i �� I existing bui�g _ _ ^ , _ _ _ _ _ _ _ - = - � - - — - - _ _ __ — � - -- — V I new construction on second & third floors � ne�w construction on t lird floor� � � �- - — - . _ ,.. _ �a � rebuild chirmey _ _ I � � � W I 4 & f ' . - -8 - - -- --- - \.� � T � �-r�rq I r I Z „ , � i W _ _ i � _ �._� i. � _� 0 '�^ � _ VJ F � �i II �� � �� �� '�' � _ _� - - �� � � � O = �--- �, %� -- �� � � _ � _ � -= = = - - - - - - - - - - - � - � - - - - — U Q / -- - _ _ - - CL O / ' 1 B v I � D' v B - - - _ - _ - —_ — \' 'J � V � 0 . -- - -- - — — - - \ � - U - - - -- - -- --_- -- _ - _- _ _ _ _ _ - - __\\ A- 8 � � � - - - - - - - i � Q mQ -- - _ - - - - __--_- - - --- - -- _ - — _ -_ -, , m o > � � —— _- - - = - — _ -_ —_ W rn � � � ' ^ - -- - - V+ 1- - - � /� - - -- - - - - -- - - _ V� r - � � I . . �J �� � ,D� `B � B , ,, E, i �'I � , / � � � ii , � � � I ( � ' � ; 'I ' . . , ; � � � I I I " - +, ! -- — ?i � ! . , . � . . i I � ' � s L. ��- JL1 _�. `� ' _ . _ _ _ _ ._ ' _ _— ' � __ _— _ ' _. _ _ _ . __ _— - .�. I . _ ._ ' - . — _ _ . __ . . ._ . . . _ __'_ _ ' _— ___. _ ' _ - - ' - _ __ , I s _— _ . _ . _ . - �� i i � � ;E1 � D 2 D� j , � - � � ', - -- ' a I I i - [: , . ; I ! III il ;� - — ' � : . r .', ,� NORTH ELEVATION JIM HENDERSON & ASSOCIATES , � N �. A 5 �� � ;� � �4� - ��- a� 3400 EAST BAYAUD AVENUE, SUITE 390 I `" DENVER, COLORADO 80209-2929 '� � 303-320-6332 ; FAX-303-329-0682 J � � 5 1996 � � � , . � . _ _ r _ _ _ __ _ _ existing_building -- - - - - - � - - - -- - - - / new construction bn second & third fioors _ _ � new construction on third floor _ _ _� , - I - I �-- - , I i � � � �ebuiit chirm��, � ��existing deck & stair I i I �Y i I � � � - - � - �� �; � � � t �' i � ' j & � W A-8 s i m, i � Z , II ', I � W • i � P � -- ; , , ' � � ° " _ �� i II Q i - � - -- — - - � ' - = - - � -- -- - - - � �' �� � � - - � __ - - , I _ - 2 � � � BI - - i 7 -- BI � C1 � C B W � i � � � - - - _ � I � � i i � - � I �� �� - - ✓ . . O 1 — 1 1 _ - A- 8 � PP sim. II � �i ' _- _ __ __- - -8 A- 8 oPP. �hand O � - _ - - -- - - - � UQ = _ _ _ � Q �, , . , \ Qo - _ - -_ - _ � � . � - � _ _ -- , � � `� ,- ' � . _ - ---- - existing buildi� g — --- - — - - -- - - - --� W new co struction on third floor / � - -- - —� � . V i I �� rebuilt chimne � i , W i --- - - - - _ . _ . - --- � ... - i - . _ - - _ _ - _ _ _ . _ . — . _ � - --- - - — _ _ . _- . _ --- - --- - -- - - v + H , I , . � � I � . � �: � � I� I! U � . � O _s_ �. ' �' � � � O � --� — _� U Q � ' } � , = Qo � � � - -- —_ __- ' �J - - - - -- -- - - - _ ¢ o L� J - -- -- - - - - - -- � O � � l� �� � �� � ' m � - 8 P. d � — - - ` - � Z - , W - - -- - - - --- - - --- -- -- I V � , �. V! W � � � 1 SOUTH ELEVATION JIM HENDERSON & ASSOCIATES , INC. I A � 7 � � /4 � o DENVER, COLORADOA8 ZpgE2g291TE 390 1 � 303-320-6332 FAX-303-329-0682 JUN 5 1996 � - i � D �, a i p � i, � ' I , � ' , x ,l \ i � �� � ������ � � , , � s x,- ��x� ���� � � � _. = bottom of third fi. __� roof deck i - �N '� ; � / _- _ I , I � �� �� � �i ' I , � � � 1�� � � �'� �� � I I I III � ; / IY � _—� . i � - - � . . �L _ Il� _ � I , — -- � L�� - I� I . �T- �' � ' 3 SECTION i � � � - , �- o� _N � w � > c.) � - � � f — -r- - ,;,- - -- Z i �- }-- — - ' I i � i, , - � � �i � / , W ,� , � i . u . I i Q r ' � � , � I � > . d ' � i � i �� , -� - ' , � I � ' V� � ' I I I i ? ' j � W � o � � . � o0 , I j ! ' I ' , _ i = Q O ' � , � 1 - �— ' I I � R � � / I � i �. —� ' V � U �' — Q SECTION M , � ' ' � �� � I � � � 1 „4� - , �- o• �� 4� � 'i �,� ; ��� ,,, ��� ; , � � ��i � ____ ', a m Q _ � , i I m o > �- N � ��`�'�, �• �, �� � , � ! -- rn � �t �z � �« � Z wis i i I � I i ' ' � � iC� � � � I � � � � �� i � �� '' � � �� � W I � - - - -� - - - � -- _ ___ _ _ � third floor _ ` � _� � �. _ , , � � . , _ ---- � � Y . � . _ ._; -: _ _ ._ _ _ _-__ ._. ._- _- _- _ . -�tl � � � � � � . Y ,j i „ - - � _ - �•► �u W � � i� � . , ,, � . � . . i i � ` �� J� � i , � � � I j f� �I ' � � : �l II �� l I 'II �I� � I I � II 4ILL - t p �_ ' —__ \..� at S� V' _ — —_ . t _. — _— __ _— � & I m �n\� _ 1 � �� V � , J y o - - ��- 1 - - --- — � -- - — - e o . p , i 4 SECTION ° '� � N 1 ' - 1 �- 0' _ ' � 0 _OI � ' - i _ I - - J?__ _T - -- --- - - = - -- �r r I � P � . 4 I _ . J _ i�_. _ ! . Y _ . _ . __ _ _ _ _ _ . . . . . . . � i I second floor rm. 201 � I - - -- � third floor rm. 302� � ' - r�'�0 �i �'� �I 1 ��� �� - ; �a `C - • � 'y� � � � � . � • . '�, -_ � �t _ ----- � - - - - - : _----- �� ' 2 '- °� � I � SECTION � - � �, L�, _ I ; � �, 5 ,� - � �- o� � 2 _ � ,�,,, � __ � _ �� � 2h'�. 302 ' • ' JIM HENDERSON & ASSOCIATES , INC . A � 8 ; 3400 EAST BAYAUD AVENUE, SUITE 390 ' f1 DENVER, COLORADO 80209-2929 ; 303-320-6332 , FAX-303-329-0682 JUN 51g96 � , � . , • '� ` �j I� � �1 �� ' �� � -f M - � � � �-I � ' �. T� k� �.,� �1 � � � � ~ � � � � � ! 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DELAWARE LITTLETON, GOLORADO GENERAL NOTES � ,�, ��� , �8��, �� , �� S-2 ,a��d ❑ ��1, C] Q ._ �o�����i'�7�r�T H� SECOND & THIRD FLDOR FRAMING PLANS Denied � � p � � r � .3 Validiry of Permit ROOF FRAMING PLAN se�. sos��> >s u.B.c. S-4 ��, I��o e issuance or graniin of a ermit o� �� 9 p or approval of plans and �� D ETA I LS specifications shal) not be cons4rued io be a permit for, or an ��gn }O 1�M0,�,. , approval oi, any violation of any of the nro��•��i^;�s of this code or of �rn� ot�ier ordine�r,ce of t` a ����� � ;. ' �� ce of a p�^�fnit ba4cc" E�pon �Ir��,c s�,� i,�c�-. �;�� ..,� � t� ��. 'n� �h:il , . 'il �.;IbV�I.� ,i_n i_, ,��i�i.- , . . . , . . _. . . �,�,_,•., , , . . r��rr� t . , , ,, ,. � . .. . , . . . �.1,1T. k . , . �F��, . , . ,. � ., ' C , �� `� .—c�'� . ..� ���i - 3 �:��� ';>}: .. �' � ���s� �� �a�•� � *�j� - �� � '� ������ ��:�!J�� � . ���� �,��. ` � - �;��� - � � � � � - - - - �1,__,j �%��� u1 ,� �� � ` , �� � .� s n�. . ��f NDERSON �. . 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N��' � �{ij bl � � �� I A� � Oe ti � � • O � . � - s�c-e�orv N � ' . � . �y� �� O� � � Q O � A N . � P O , � � second floor rm. 20� h1�'f�l. TI�2U ttjAl.t.. I=I.b+�i►�IN� � ;� third floor rm. 302 r� �� �/$�� �X-(ERivft �otZAD� p�YWD. G�FI'i' MkTC¢i�aL -y�t�il��( '�I.�IG{Gi.tL4ti w rn+ ��s-riu� 2�-°�� @ s���-toN I�M. 2oi � .�,_ �_ �. 2,-c��Zu'-CJ RM, 3v2 J!M HENDERSON & ASSOClAiES, INC. 740 LAFAYETTE STREET �- � DENVER, COLORADO 80218-3503 • C303)-861-1979 �;� r,� ( F FAX-(303)-861-9233 ; , � , ��'' rJ , � ,� '�!�'-`�'J`"".rt.'r1 j - �,�._ /r'r,,.A_„- w ISSUED FOR CONSTRUCTION - SEPT. 3, 1996 � q . � _�_ �-�; � `- . ����� �� , a G,' � '' � , {�9 I 3y!�{'�.,."�� �°p� �`�1 „ .. i � . — � �y r; ��,.., � � . �°�c�.J'::J'�! 6' . �����J�� �� ,�, - sW i'i�N�?D rx(Tl.�T6 Part �'�F",� d���@. , p�GiG 41.IOW T'1�ti1i� rze�rz�� �,c r�oe . 5�7�� , l�Llf�vat�ONS I�[�R MF�UNTINQ. . #F�IGI-LT Oh4 Fht�.i�!' T'FPRL�� . --� . � t�' l�1 P , � f � f • � � � aa I � . � 'D �`.s� c- ��_ i',� '1.g � o _ / . l � b � � � � Z g u � F � � o . " e aa � � � � � �F�1zI�NGE �N7�¢�o�t �o I�L.�vaTY��iS I�Oi� NIOUNI��►G � O0 H�►C.wl'/aN I�I.�.?U¢C' 't'(PC'-a- U Q _ � 2.iN �..�.a�.►,�r�ou � � Q� � �� , U � �J . � O� � � � � � V♦ � � - � m ���, ,,, �" � ;�. n, ,�° � r�wr \��c Ev dunETc, �r ��W MELTW�+ i � i � f f � THIR� FL.�OR REFLECTED CEILiNG & POWER PLAN JIM HENDERSON & ASSOClATES; ��v�. � ��4� — 1�— fl�: 740 LAFAYETTE STREET �w � DENVER, CO•LORADO 80218-3503 • (303)-861 -1979 ,� FAX-(303)-861-9233 =�,;�;��;�,� `=;� _ '��P�`t.. �6 a � � �.���-� . , ISSUED FOR CONSTRUCTION� - SEPT. 3, 1996 REVISID- MAY 19, 1997 � . .'� -�;;�,� f''���`'+�t�n�)"�^. � ��. ,W�:a�Wy. P�..�� . .�,r ^ ' :�^?'���tti�� {�i.�'A`��":/e.�: .i V� .1(Cnf,�� _ ;:�:�[� �� GE�ERAL N4�'ES t�;� �� - � _,-, q - - `%%` �°E; ��. � ; �p°r.,. � �mme 1. A. THESE NOTES SHALL SERVE AS THE PROJECt SPECIFICATIONS FOR THE 8. STRUCTURAL STEEL L. SHEATHING: '�� � y G,P�`� j, :� �. STRUCTURAL PORT{ON OF THE WORK. CONFORM TO AMERICAN PLYWOOD ASSOC{ATfON (APA) DESIGN SPECIFiCATION, ��`�'•`'°��� � °�""''`�� 11��AiY1r1811�T.t��' A. STRUCTURAL STEE�: i�INii�UM YIELD STRENGTH 35 KSI (ASTAd A53) FOR PIPES; LATEST EDITfON. SHEATNING SFIALL BE CONTiNUOUS OVER [THREE] AOJACE�tT / / � 8. ARCNifECTS APPROVAL MUSf BE SECtTRED FOR ALL St18S11TUTI0N5. 36 KSI All ELSE, UNLESS NOTED OTHERWISE. SPANS MINiMAUM. �1�'1!� 1.} FLOOR SHEATHiNG: 3/4° THICK TONGUE AND GROOVE APA RATED G CMECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAfNST ARCHiTEC7URAL 6. MINIMUM WELDS: WSC SPECtFlCATION, NOT LESS THAN 3/16" �ILLET, SHEATWING 32/1fi, EXPOSURE 1. PWL TO SUPPORTS WITH i0d � 6 DRAW{NGS. CONTiNU0U5 UNLESS OTHERWISE NOTED. INCHES O.C. AT ALL PANEL EDGES IWD 10d � 1Q INCHES O.C. AT INTERIOR OF PMiEI. GLUE FLOOR SHEATHING TO SUPPORTS WfTH "TITE- D. VERIFY OPENINGS THROUGH FL40RS, ROOFS AND WALLS WITH ARCHITECTURAL, C. WELDERS: HAVE CURRENT EVIDENCE OF PAS5ING THE APPROPRIATE A.W.S. BONO" (OR APPROVED EQUNALENT). CONSTRUC710N ADHESNE SHALL MECHANICAL, CIVIL AND ELECTRICAL REQUIREMIENTS. QUALIFiCATiON TESf5. MEET APA AFG-Ot. 2.) WALL SHEATHING: f/7' THICK APA RATED SHEATHING, EXPOSURE 1. 2. GOVERNfNG BUILDING CODE: UBC 1994 9. TIMBER ORfENT PANELS WITH FACE GRA1N PARALLEL TO WALL STUDS. NAfI TO SUPPORTS WlTH 8d � 6 INCHES O.C. AT ALL PANEL EDGES AND 8d 3. tiVE LOAQS USED IN DES(6N A. ALL TIMSER PRODUCTS SHAII BE IN ACCORDANCE WlTH TIiE NATfONAL FOREST � 12 INCHES O.C. AT INTERIOR OF PANEL. PRODUCTS ASSOCiATION, NATIONAL DESIGN SPECIF{CA�ION, LATEST EdITION. 3.} ROOF SHEATHING: 1/7' THICK APA RA7ED SHEATHiNG 32/16, EXPOSURE B. WIND PRESSURE PER UBC 1894 1. NNL TO SUPPORTS WtTN 6d x 1 1/2" � 6" O.C. AT ALL PANEL B. ALL lUM6ER SHALL BE VISUALLY GRADED AND FfAVE A I�fAX{MUi� MOiSTURE EDGES AND 6d (� 12" O.C. AT INTERIOR OF PANEL. REFERENCE WIND VELOCITY. . . . . . . . . . . . . . . . .84 MPH CONTENT OF 19�. 4.) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NA{UNG REQU{REi�ENTS. EXPOSURE CLASSiFICATION. . . . . . . . . . . . . . . . . B C. FRAI�iiNG LUµBER: 2X8 APiD IARGER, HEM-FIR IN THE FOLLOWING GRADES: M. ALL TIMBER CONNECTORS SfiALL BE '°STROidG-Ti�' CONNECTORS AS 1.) GENERAL FRAMiNG: STANDARD AND BETTER OR STt10. MANUFACTURED BY THE SIMPSON 5FRONG-TIE COMNECTOR COMPANY. FO�tOW i�IP(?RTAPiCE FACTOR. . . . . . . . . . . . . . . . . . . . 1.0 2.) STUDS: STUD OR BETTER SUPPLIER'S INSTALLATION RECOMhr1ENDATIONS. 3.) FLOOR JOiSTS AND ROOF RAFTERS: Nd. 2 OR BEiTER. C. ROOF (SNOW). . . . . . . . . . . . . . . .i00 PSF {NOT REDUCED) 4.) BFAA�fS, STRINGERS, POSTS AND TIF�BERS: N0. i OR BETTER. N. DECKiNG: 5.) 4X14 BEAbtS: SELECT STRUCTURAL DECKING SHALL BE TONGUE AND GROOVE i�IADE FROM SOLID TIMBER OR GLUfD D. F'LOOR. . . . . . . . . . . . . . . . . . . . . . . . . . .40 PSF LAMfNATED TIMBER. LAYUP iNSTALl.Al10N SHALL MATCH D(ISTING. D. BRIDGIN6: BRlD6E BEZWEEN JO(STS OR RAFTERS WHERE NQMtNAL DEP7H-TO- CONNECTI4NS AND INSTALLATION PROCEDURES SHALL BE PER AfTC 112, E. DECKS. . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF THICKNESS RAT{0 EXCEEDS 5 WITH BEVEL-CUT DOUBLE- CROSSED WOOD STANDARD FOR T�NGUE-AND-GR40VE HEAVY TIMBER ROOF DECKING. MAXIMUt� BRACING, OR W{TH SOLID BR{�G{NG 2 " THICK BY DEPTH 4F JOIST. END MOISTURE CONTENT FOR 2" DECKING StiALL BE 159�. 4. DiSCOVERY AND FIELa VERIFlCATION NAiL SOLfD BRIDGING TO JOiSTS; t�EAiL BOTH ENDS OF CROSS-BRfDGING. SPACE BRIE3GING AS RE�lUIREa BY CODE. PROV{DE 50UQ BLOCKfNG BETWEEN A. DURING CONSTRUCTION, THE CONTRACTOR MNY ENCOUNTER EXiSTING COND�'IONS JOISTS AND RAFTERS AT SUPPORTS. WNICN ARE NOT NOW KNOWN OR ARE A7 VAR{�iCE WiTH PROJECf DOCUMENTATION (DiSC�VERY}. SUCH CONDITIONS MAY 11VTERFERE WlTH NEW CONSTRUCTION OR E. STUD WN.LS: RE4tlIRE P�OTECTION MtD/OR SUPPORf OF IXISTfNG WORK DURING 1.} FRAME SFUD WALLS WiTH ZX STUDS � 16" ON CENTER A5 CALLED FOR ON � CONSTRUCTfON, OR MAY CONSFST OF (�IAGE OR DEfERIORATION TO STRUCTURAL THE ORAW{NGS. ♦ � - MATERIALS OR COA�PONENTS WHiCH COUID JEOPARDIZE THE STRUCTURAL 2.) PROVIDE A MINIMUM OF 3 SNDS AT CORNERS. �•J iNl'EGRITY OF THE BUILDING. 3.} SHfM FOR 6EARING ON CONCRETE SUB51'RA7ES. GROUT WfTH 1:3 Z PORTLAPfD CEMENT-SAND GROUT FOR FULL BEARiNG. � � 6. TNE CONTRACTOR SNALL NOTIFY THE ENG{NEER OF Atl DISCOVERIES HE 4.} WHEf2E DOUBLE TOP PIATES ARE CALLEO FOR (N THE CONTRACT � BELIE�IES A�AY IN7ER�ERE WITH PROPER EXECUTION OF THE WORK OR DOCUt�ENTS, STAGGER SP(JCES AND FACE NAJL PtATES TOGETHER. � �d JEOPARDIZE THE S�'RUCTURAL fNTEGRiTY OF THE BUItDING PRI012 TO 5.) PROVIDE STtJDS AT OPEtVING J/�+IBS AS FOLLOWS: � V� PROCEEDING WITH WORK REIATED TO SUCFi DISCOVER{ES. o. 2 STUDS AT OPENINGS LESS TFiAN 5'-0" WIDE ! � ! }O b. 3 S T U D S A T O P E N I N G S B E I W E E N 5'-0" A N O 8'-t 3" W I D E C. T H E S T RU C TU R AL D OC UM E N T S MA Y S PECIFY DIMENSIdNS, ELEVA7fONS AND c. 4 STUOS M{NIMU�A AT OPENINGS GREATER THAN 8'-0" WIDE � 3 a C O N S T R U C T I O N C O N D i T I O N S T O B E Fl E L D V E R i Fl E D. T I i E G E N E R A L C O N T R A C T O R 6.) B E A R O P E N I N G H E A D E R S O N M U L T I P L E J A M B S T U D S A S F O L L O W S: �V SHALL BE RESPONSIBLE FOR FlELD VER{FfC,4TI0N OF ALL SPECIFIED a. 1 STUD AT OPENINGS LESS THAN 8'-0" WIDE CONDITIONS PRIOR TO PROCEEDiNG WtTFi THE CONSTRUCTiON OR FABRICAl10N b. 2 STUQS t�iNl�lU�i AT OPENiNGS GREATER TfiAN 8'-0" WiDE � �J 4F ANY STRU CT URA L COI�P ON E N T S R E t A T E D T 4 S U C H C O N D I T I O N S. T H I S Fl E L Q 7.) R E F E R T O O R A W I N G S F O R S P E C I A L S T U D C O N D I i'I O N S 1fER{FlCATfON SHALL Bf A/ADE IN A TIMELY MANNER SO AS TO CAUSE NO � O� DEtAYS IN EXECU710N OF THE WORK. F. ALL MUlT1PLE i�Ei�BER HEADERS, BEAMS AND POSTS MRDE FROA�i FRAMING 'Q n - LUMBER SHALL BE NAILED TOGETWER TO FORM A SINGLE, COMPQSITE UN{7 � � 5. STRUCTURAL STABILITY DURING CONSTRUCTfON USING NO LESS THIW TWO ROWS 4F 16d AT 12" O.C. A. TFiE STRUC7URAL DRAWINGS ILLUSTRATE YHE COMPLE�ED STRUCTURE WITH ALL G. COMPLY WITH i�lNIMUM{ STANDAROS FOR FRAb11NG C4NNECTiONS ItS SEf FORTH 6i,� ELEhAENTS IN THElR FlNAL POSITIONS, PROPERLY SUPPORTED AND BRACED. IN UBC TABLE N0. 25-Q AND AS DE7AILED. `� THE COt�iTRACTOR, IN THE PROPER SEQUENCE, SHALI PROVIDE PROPER SHORING ` �� AND BRACENG AS MAY BE REQUIRED DURING C4NSTRUCTION TQ ACMIEyE THE H. t.Ai�tINATED YEPiEER LUMBER (LVL): � FINAt. COMPLETED STRUCTURE. 1.) LVL PRODUGTS SliALL BE PLANT FABRICATED (N A CONtTiNUOUS � PRESS WITH Af.L GFtAIN ORIENTED PARALI.EL TO TliE LENGTfi OF THE 6. �OUNDATfONS - FOOTINGS ME�16ER. 2.) ALL LVL PROQUCTS SHALL BE SUBMII?ED FOR APPROVAL WI�H A. A SOtLS INVESTIGATION HAS NOT BEEN PERFORMfEO FOR THiS PROJECT. REFERENCE TO TNE APPLICABLE CURRENT NATtONAI E1lALUATiON REPORT 1.) TFiE OWNER SHALL EMPLOY A QUALIFIED GEOTECHNiCAL ENGINEER TO PREPAREO BY CABO, OR CURRENT EVALUATION REPORT PREPARED BY IC60. INSPECT THE FOOTING EXCAVATION PRIOR TO PLACEMENT Of CONCRETE 3.) LVl MEMBERS SHALL HAVE THE FOLLOWfNG ALLOWABLE SfRESSES: FOR TIiE FOOT1NG. a. FLEXURAL TENSION OR COµPRESSION 2600 PSI 2.) THE GEOTECHNfCAL ENGiNEER Si�A1.L VERIFY TNAT THE SAFE b. HORiZONTAL SHEAR 285 PSf BEARING CAPACiTY OF THE BFARfNG MATERIALS MEETS OR c. COA�PRESS{ON PARALLEL TO GRAIN 2460 PSI EXCEEDS THE ASSU�AED TOiAL LOAD AI.LOWABLE BEARING PRESSURE d. CO�iPRESSiON PERPENDICUTAR TO GRAIN 750 PSI USED IN DESIGN AS STATED BELOW. e. i�ODUtU5 OF EUISTICITY 1,H00,000 PSI 6. FOOTiNGS SHALL BE PLACED ON UNDISTURBED NATURAL i�IATERIALS. THE i. BU{LT-UP LVL AND PSl ME�i6ERS: CONNECT MULTiPLE MEbiBERS US{NG 2 COP{TRACTOR SHALL REMOVE ANY LOOSE OR DlSTURBED SOIL AN� REPLACE WITN ROWS 16d i�{AiLS SPACEO AT 12" O.C. STAGGERED. NON-EXPANSIVE STRUCTURAL FILL COMPACTED T4 95q STANDARD PROCTOR (ASTbf D698) AS APPROVED BY THE SOILS ENGiNEER. J. GLUED LAMINATED TI�i6ER5 (GLULAM): .-°• 1.) GLUtAbt MEMBERS SHALL BE MANUFACTURED FR4M VISUALLY GRADED � C. TOrAL LOAD SOIL BEARING PRESSURE USED tN DESIGN: 2000 PSF DOUGLAS FiR-LARCH LUMBER. ? 2.) PROYIDE MEk18ERS WffH ALLOWABLE STRESSES CONFORMfNG TO TFiE 7. CONCRETE FOLLOWING COMBINATfON SYMBOLS AS SPECIFiED IN TABLE 25-C-1 � 0� Ti�lE UNIFORht BUfLDING CODE, lA7EST EOITION: °1 A. CONCRE7E: NORMAL WEIGHT AGGREGATE, DEYEL�P 3000 PSI MfNIMUM a. SIMPLE SPA(�t BfAMS. . . . . . . . . . . . . . . . 24F-V4 � COMPRESSIVE STRENG7H iN 28 DAYS. 3.) TNE TOP OF SIMPtE SPAN BEAMS SHALL BE CLEARLY i►iARKED WITM THE WORD "TOP" 4N THE WOOD AN� THE WRAPPING. � B. RE{NFORCING: MILD STEEL RE{NFORCING SHALL BE ASTM A615 WITH A MfNiNiUA� 5.) REFER TO ARCHfTECTURAL DRAWINGS FOR APPEAREWCE OF GRADiNG OF � 14ELD STRENGTH 60 KSi. GLUTANI MEMBERS. � 6.) ADHESIV£ 60R GLUW�I ME�iBERS SHALL BE WATERPROOF. C. REINFORCEMENT PROTECTION 7.) GLUtAM SUPF'I.iER SHALL MANt1FACTURE MEMBERS IN ACCORDANCE WiTH lWSI/AfTC A190.1, LATEST EDITION. ALL ME�iBERS SFG4fl BE A�ARKED 1.} CQNCRETE PLACEn AGAINST EARTH. . . . . . . . . . . . . . . . �' WtTH AN A{TC QUALIIY STAMP AND FUf2NISHED WiTH APi AfTC N 2.) CONCRETE PtACED IN FORMS BI1T EXPOSED Td WEATHER OR EARTH: CERTIFlCATE OF CONFORMANCE. z a. BARS �5 AND SMALLER. . . . . . . . . . . . . . . . . 1-1/2" � K. LA�iINATED MEMBER SIZES SHOWN ARE NE?; OTHER �{EMBER SIZES ARE � �. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPP4RT REIN�ORCING AT NOMINAI.. REDWINE-RDZIAN iNC. POS(TfONS SHOWN ON PIANS AND DE�AILS. S"fRUCTURAI ENGINEERS �,�.� $ �C����f� 1743 WAZEE, SUITE 350 c f�� DENVER, CO 80202 °' � . z (303) 292-5311 FAX: (3Q3) 29 - 2�� � � � � iSSUED FOR CONSTRUCTION - SEPT, , �f 9 6��� �� �� J �.p,in..t€:E�f,:^. j� 1�4�y���)� !'^ ..r�ym¢se�: ;•,,• f'i ,c''`tiq pp c �"• � ^��t�� 110.�4 4�� �� �� Q� ��� � � = < _.�, �� Q � ... p�f ,p:-: ~.�^ B r ' . �''' OW^F`.`".' . `F;0� � eRt�,'�. � ,' ,'.�4- ��.� �srurc �cK ro a� cu� ene�c �I���1� 8 A 45° ANGLE. N RE: ARCH. DRAWfNGS FOR ACTUAL GE�k�ETRY `� � �5 �� � � No � � � � v� O W x �l �N �� �7'� O� _. ��—� � � _�� � __ —���� � �� �� �_—� �_ � NOO 4 �,}`° S4 'S E Wt?Xt9 r+ � 3 s�O�y,� � 'h1�,+ �,,i ,�@�J�i'� V'� � V _ o � F- I � �o � OF GARAGE DOOR � U� � �O �U Z � � m> (E) � O � �E� m a ° IX15TiN6 3} 2xt2 � � . . � � � �'.�, � N t � ��,+`°�� ���J�� v �„f.� � � � �2� 13��Xl l�I4 �v�N 2 s�nri cor�r. I I QQ ,� s��sor� �sa�o � � � � � (Z) �YL (2) 13/;X��'/4 �4L � N s�MPSON u2s-2 � i o ?,,�, �2) �s �Eaue� lYPiCAI FA END SIi�iPSON U2i0 � 2xt2 � 16' 4.C. � ��JQ � ( .00� OVER DOOR BELOiN TYP � 2x12 t n y ,I1 N J � N { O (G} 13/4 x���/» l 1 l / N` x N � X ' n � / � � � N � E �s � ,r o.c. ��i��' � � N iv i I i � v � — � w�zx�s � 2xs � ��' oc. J I 2 2xs � �s" o.c. � N N � i� � v \\ � — _ _ _� �� �.' rp ' \3� 13I4 X'I'I�I4 �� � � `�'� Q 2 �,`�? PR0I�IDE � �/4 FITTED STIF'FENER �o � � �, ^'q`'� S4 �' �'s fA SiDE OF W12 � LVL BRG« WELD � � Q 2x& STUD (E) WAtL �'O W/ 3/s FILLET ALL AROUND N � � °^i' �-^' �• ���W "' �� RE 4jS4 FOR MD(TtONAL lNFOfi1�lATfON N � EXGSTIING OECK TO BE CUT BpCI( � A A 45° ANGLE. N � RE: ARCH. DRAW{N6S FOR ACTUAE. GE4irfE1RY � I � � PARTiA� S ECO N D FL00 R FF�AM i N G P LAN � PARTIA� TH I R D FL00 R FRAM{N G P LAN � 1/4" = 1'-0" ��4" - 1'-Q° z � � REDWINE-aaaa� �NC. SIRUCTURAL ENGINEERS i� �I � I � �E����� 1743 WAZEE, SUITE 350 z � � DENVER, CO 80202 ;�,M'� � (303) 292-5313 FAX: (343) 29��2`�,,�� _ �, ,� ,, � - - ISSUED FOR CONSTRUCTION - SEPT. 3, 1996 �..,�„� .,r_.::,µ=�;. � l�,5 ' � :.:.��g�`�•tc. , ':.,r ���' �� Dm�. �'�c ;k\�� •��e� �`�'. ' �.a F��✓� �+ :`..���.,,�0 �� ���� � _ "R1'3 R� O�� ��C! �j�.t10 ;J�� ao m���,,r^' �Q `C> _:.u 3 a �}�� ;_:'�'`, i:�.... - �J�� _ ,� y-�a��9� � � 4x14 � r � -� 2x6 T&G WOOD DECKING " wJ '/i t�LYw000 ovEk � � TOP RE: GEN. NOTES M ic ic � �� � �, 4xt4 � � 3 a�sra�c 4X�a s4 � � 4xt4 � � � }`°Q� ti ���� �--RE: ARCH. DWG'S fOR NEW WALI. GEObfETRY N IYP. � `�,�'6' �� O � � �� � f W � � � � .�.. �C� � U� � ao �U (E) 4x14 � � � � � O> � n � 0> 4x14 ��.0 � ��.�� � ti����� � �.�Q.� � ' 4x14 � 2x6 TdcG W04D DECKfNG W/ t/q PL7WOOD 6VER TOP. RE: GEN. NOTES 4x14 (3) 2x6 HEMERS N 'iYPICAl. OVER 3RD FLOdR WINDONS & DOOR 1 � � � w � � � � . � ^ N I a0 I O I 6 ' O � � N PARTIAL RCJOF FRAMING PLAN 0 1/4" = 1'-0" z � � REDWINE-REIZIAN INC. �...� �, STRUCIIJRAL ENGINEERS � RED�INE j�43 WAZEE, SUITE 350 I o DENVER, CO 8a202 +'� � ' g � ' (303) 292-5311 FAX: (343} 292 � �22;_,��,�..,�_ � � w I {SSUED FOR CONSTRUCTION - SEPT. 3, 1996 r\,`�---------�----------------- •�;::�SS';�;�;r., � ��;'�� .. � ', J`�'y�n�� L���.-/ � � �. ' �e F' � b. 1 RQQF ': ;`' ���,i ��C� "�R,+!:;� , �:.�;��� � "�� ���`�� �-� � a - � � 2x6 � 16" O.C. S1UD WALL =�� ��� o r' W/ DOUBLE 2x6 TOP PIATE e�. �"` _,::� W -' ''.(' ' O � '_¢,� rrEw 2xs � �s' o.c. 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