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', � � � � '� P�l�!/• 4 , -� _�J -f-►-- -�- +-L 4-.�►C��a���f:t.,�r? - - - -+L I t-- - �r- -I � � To,��F�1 q:� ; . , �---�— — — — — -�-, — —1�-� —I � ,�►(� . � —— � I . � � I I � I 0 O�1 � ��:/n �_- - - - _-+� -� � i � i _ '�� �+ , g's I o'� t---'�' - -�t ---� I t -�--.- - --�--� ; ; 5�1�. x O � �O. � �� , � ' , � q _ � /��/7 I ���� a � r a � � � �j �� � ��� ��� �o c�� � � � �_\p _ l„J�"l Randy Hodges G E N E R A L 5 T R U C T U R A L NAME� � N 0 T E 5 PRDJECT� Vail Point Townhouses � 1881 Lions P.idge Loop , Vail , Colorado � LOCATION� � (TYPICAL EYCEPT AS NOTED) JLl O � 1990 � � DATEi tPDA7ED R 11. 1999 i � � � QESIGN L NE LOADS� � (�NDATfON MALLS CONTINUED> REINFORCING FOR FOUNDATION MA�L BLOCKOUTS� � � SNOW , PSF 1/ERTICAI REIMF - c2).o FXTENDING �e'PAST EACH CORNER HORIZONTA� REINf -MATCH NALL REINF SpECIFfED, t2�.5 NIND g{ MIN , iNSTALL INCONCRETE ADJACENT TO BLOCKOUT, EX7END � ' 'I za••PAST FACH CDRNER SEISMIC ZONE 40 ��0� ���� FLOOR.... . ... ... . . . PSF �ON.R T � M P^ CONCRETE SHALI CON�ORM TO LAT VISIONS OF ACI 70I d IIIO� COIO���O BALCONY . ��k/ PSF D� ALL CONCRETE, EXCEPT AS NOTED��P51 2s D Y COMPRES 0 BASEMENT WA�LS PSI STREN� MIN /��J r DEFOf7MFD AE�NFORCEMENT - ASTM 6�-F�RADE� R --y' d` WELOED WIRE FABRIC - ASTM q�BS �/o��+� FOLINDATIONS� B" REINF STEEL DETAILED. FABRICATED, PLACEO PER ACI MANUAL ' R �/1 0 SOIL REPDRT NQ DATED� , t9 DF ST�NDARD PRACTICE LATEST EDITION 303■��V■� 6 � Y� PROVIDE CORNER BARS AT �ONO �EAM c GRADE BEAM i WAI.� PREPARED BY� INTERSECTIONS tTO�' c BOTI SPLICED 72 BAR D1A M1N , MAS FOLLOMFD TO DESiGN FOUNDATIONS THE CONTRAfTOR CORNFR UARS TO MA7C11 MORIZONTAL R INFORCING SHALI AOHERE TO THIS RE�'ORT WHICH IS HERE�Y MAUE � TYPICA� FOUNDATI�N NALL REINF� � _ ��5 TC1P G a07 PAR7 OP THESE DOCUMENTS � FOUNDATION CRITERIA WAS ASSUMED FOR DESIGN AND SHALL �ONRY� c Q BE VERIFIED 8Y LICENSED SOILS ENGINEER BEFORE CON- B� MASONRY UNiTS TO CONFORM TO APPROPRIATE ASTM SPECS I SVUV� ���� � STRUCTION, AT OWNER'S EXPENSE 0 MORTAR, aSTM 270, TYPE MIN 2e DAY STRENGTH P� 0 VERTTRE�INFB�GRAOEAMS �000T�58ECGR0UTED INEaNFOGLiPt�- ' WITH 700o P51 GROUT , � � �'GC�I���G� 'I•�'llJ G1O , 0 BE�ROCK PENE ' 0 BLOCK CELlS TO �E FIIIED WITH GROUT WITHIN 2`"BENEATH 0 STRUCTURE TO BE ON B� MAXIMUM SOIl.3 O O O �NO 12"EACFi SIDE OF LINTEL REACTIpNS STRAIGHT t VERTICAL PRESSURE PSF � MASONRY 1NCLU01qG CONSTRUCTION SHALL CONFORM TO ORILLED PIERS 0 MINIMUM OEAD CURRENT "UNIFORM DUILDIMG CODE " 0 MINIMUM TOTAL PiFR LOAD PSF 0 MIN f� - PSI LENGTH� FEET 0 PROVIDE lNCH 0 DESIGN PRESSURES� VOID UN6E�5TAII�TURE. END BRG� PSF PER P�ANS �TRl1CTURAL STEEL� SIDE SHEAR� PSF � FOOTINGS TO BEARON UNDIS- �1" STRUCTURAL STEEI TD CONFORM TO ASTM A36 MIN. DEAD TURBED COMPETENT SO1L OR e'' STEEL PIPE COLUMNS - ASTM AS� GRADE B ' LOAD� PSF COMFACTED FIIL APPROVED 0 �" DIA ADJUSTABLE PIPE COLUMNS TO SUFPORT AN ALLOWABLE 0 PIER DIA � INCH s��� BV SOiLS ENGINEER LOAD OF i�,QOO PO4��D5 (FULL LEFGTAi P�,ATE� �' A�� STRUCTURAL STEEL OETrt(LE� FABRICATEO. AND ERECTED � PIER REINF: � PER �ATEST PROVISIONS Of AISC MANUAL OF STEEL 0 EXTEND REINF 2'-5 INTO CONSTRUCTION , WALLS =__ 6�� 'V' STANO�PD FPAMED CO'��lECTIONS TO SIiPPORT TOTAL ALL�NA�LE 0 PROVIDE INCH VOID _-!-____ ^ MtN UNIFU�M LOAD CAPACITY FOR EACH GIVEN BEAM L SPAN UNDER ALL WALLS AND W00� FRAMING� ALLOwABLE GRADE BEAMS. BETWEEN �otsr� � tv; MAx MOISTUAE CONTENT, _BEr�DfraG , PIERS. ' DOUG-riR HEM-FIR STR(5` P � 0 SOILS ENGINEER IS REC- nriCHort �� " = UD t�TU�GRaDE_l_ 0 G�' _ ���i COMMENDED TO BE ON LOCA- pp�, JO15T5 cNO z cRneEi�,____ 0� S"' _ TION DURING DRIILING BfAMS �r�u l �Anoel� ___ _ ?" 0^ �'-y-�^-,-�` � TO VER1F� �EDROCK �JMC{�_LN�1_S�'ADE1 _- ' ( � '� J \ � � 0 ANY SPLICING OF NOR2 nER�MFrER - B^ MINIMUM NAILING�fRAMING PER �CURRENT'VNIFORM BuILDING COCE" ���� � II� � // �� WALL REINF TO OCCUR AT oa�In, I►�' ALL R00� JOISiS, kaFtEHS TRUSSES DEAMS FRAMED TO U��� � * MID-SPAN OF PIERS F(7R SUPPORTS MITH IBGA IMIN) FRAMING ArJCHORS ��.li� ,� �I TOP REINF AND AT PIERS aEluF \ � (Y TRUSSES AND CONNECT(ONS DESIGNED BY SUPP�[ER /J�� I� �J FOR BOTTOM REINF, rOr t eOr -� \ B'� ALL ROOF AND FLOORfNG PLYMOOD SHALL HAVE APPROPRTATE I �[f�TI� ���`�����F� � ✓ ��G�� �� ��� UNI'f(�rtt�UNIT) to 11•D�1 � SPlICES TO BE �z PAR DIA \ ENGINEERED GRAOIrdG S7AMP � � {.� yy dt � 1� � E%PANSION —COLUMN �^ GnE��E END TRUSSLS TO H�VF LOwER CHORD ANCHORED TO WALL � ��C�Z-"r'J� �� `,�0�{/� �O �E ��" ✓I G� •�� �� �,�•�O .� '����►,os� q-�v-q0 CONC PLATE WITH IBGA fRAMING ANCHORS AT �'-0 0 C AND ,.y�►� G '^�J T MALL 6 (I ¶ �O1NT �ONC w4LL I LATERA��Y BRACFD AT B'-0 0 C (MAX> TD ROOF FRAMiNG _ �(/ �"'� I l�. j���//,��lb�� l (�� �LT� (� A I e S�AB l i �� � G SLnB I � SRO DI C O W M N SK I NC M A L L SLOOR(5l UNDER COlUMNS AND BUILT-UP M�I_I M v 1 1 �`��v��^ 'I � ✓`�I r ��/�I ��-) — ' � �� + p� ALL E7(TERIOR STUD NALLS TO BE BRACED FU�I HEIGHT, M1TH 'n � ,n� �j' O�I � /� A ����S�� ���� , 4�=t=�f v01D If`I-���= �t- �i- - = - - _ �'-0 W1DTH OF i�2�PLYWOOD AT CORNERS AND NOT MDRE THAN ��7 V 1"'� �� �OOO�� ��lG� I7 {�(v� _ �'�Id) A�� l�i�(�'O�G �„vtc -� 25 FEET ON CENTER �LONG kALLS � ��+�,'�"I�, `�j� � '��t�J ��Cjl��r"` �L�� �1M �G� a ' +I ' `'----" �� �� B" W H E R E J 0 1 5 T 5 �R E PAFA L L E L 7 0 PART ITIONS, DOUBLE J015T5 �I P(ER � U�7 rlER l, I�� -�r� 1lf = �EINF _ L� .�.�I ��� T� UNDER PARTiTI0P15 ►'f�-IO� I V ��'�5� V�T���� P'� ALL WALL STUDS TO BE CONTINUOUS FROM F(,OOR TO FLOOR A A1 �] A�w�� Ay� Cy� s Q�.' -r�,•}�S �Lf��� � T Y P I �q I o C T �L S �N D i O R F P O M �L O O R T O R O O F, W I T F I C O N T I N U O U S S T U D S E A C N f�� �v �"� G�r ���°� v EQUNOATION WALLS� S1DE OF wALL OPENIr�GS EOUA� 70 ONE HALF(P�US) OF iHE � I1 ��G� '� �� �n�p O�L N - B�' DESIGNLATERALE�UIVALENT FLUID PRESSURE 3� PCF NUMBER OF STU05 INTERRUPTED BY THF OPENING r ��[ 1 1/ ' D DESIGN SURCHAR6E PSF 0�' ALl ROOF AND FLOOR JOISTS TO BE CRO55 BRACEO AT Mco- GI--�AI�G�"7 �G+ �`) IM4 ���1°���'�� 1'�� �4�_ '�'�W, ( ( I p� PROVIDE PERIMETF_k DRA[N SYSTEM ADJArENT TO BOTTOM OF SPAN, w1TH SOLID BLOCKiNG OR R(M J015T5 AT aLL JOI5TSUP'f5� A � G �-1"�M1 � ���r�� Il 11 ' 1� 7� �I�� WALL. EXTENpI1JG TO DAYLIGHT OR SUMP ENUS ALL TRUSS E3RACING AND BRIDGING SPECIFIED 8Y �I��-� S�T { �r- A t„J � G}�'/'V �GE7 . O�G� "� G� GRADE TO SLOPE AWAY FFOM STRUCTURE SUPPLIER, sr'V�V ,�u� ^ � II12II �r.�i7 �%�-�°�t-�!�� � CONCRETE WALlS TO BE POURED WiTHOUT HORIZONTAI COLD JO1N1 ✓ GLU-LAM5T0 BE 2oFVa,WiTH A1v A�LONABLF BEt�DIt�G STRE55 OF � � IJ p�' AT BASFMFNT WALLS PARA�IfI Tp FLOf1R JOISTS, PROVIDF FDUR ?ann �51 AND int MAX Mf11STURF COP1TfNT t�RY uSF�, f�- �hs P;l, � �-71f/ �1 1/7I�/ VJ�/�71 ,��� �� �C� � `X� ��"��� f0pl i I Nl,lll 01 �,ULIU �UJI Itl��(� 1 tC' II,C 1N'�T�LI t1L�CKIfJC� �Il�i( t Ili, iillfll li i I II I�H', wl�II /I ii�l f�Ml�i II, I r� `� �s� ��1 Y'•�K v � � �lz.�' �M � � TO S1LL PLATE WITH S�ANDARO 19 GA FfiAMING ANGLC. EACN ✓ MI('Rt1-LAM i TU ���Vf AN ALLOWAf3LC (3ENDIr�G STRf;5 f)F �y � .��vr� �j� �V� � �IS� II �' � SIDE OF BLOCKING NAIL fL00R DFCK TO BLOCKfNG w1T�� tod 2non F51, F�. 2e5 P51 ' r� � ����l.>�Q�-r� �1/��� �� � O �-{�C�l-{' "� ��H • 4° 0 C SILL PLATE TO BE 2x6 (MIN) WITH 7i4�DIA x e� Y WOOD BEAMS CONSTRUC7EU N1TH MU�TIPLE 2x'S 70 NAVE SPlICES ��-����✓ r� `�� rv � ��..� � A N C H O R B O L T S e l 2�' 0 C f M I N) ONLY AT SUPPORTS �V �t� l o l.�.'I'� � �X I�f 1 N+c j � �-�I►,I r�.t i�, � �, �'" FOUNDATION MALLS TO BE ADEOUATELY BRACED PR10R TO G� WOOD ANDiOR STEEI. BEAMS TO EiEAR o" M iN IMUM O N T O S U P P O R T S 1� � � � sr� !�1��v11S1w �} /y� - _ _ ��f� �� � BACKFILLING p� AT wpOD OR STEEL BEAM; BEARING 0�� COR�lERS OF CONCRETE WaL `hIf'�ii1TJ Tv NIA�GH r 1��r�G V r �� _ �•-I� �� �� �,z D� G A R O E N L E V E L F O U N D A T 1 0 N N A L L S N O T E X T E N D I N G T O F L O O R P R O V 1 D E C L I P A r 1 G L E 7 x 7 x t/e x d'-o" RAMSET co PI NS� -T�y �1 i�r�,1 A u 1 C I/ L J� faf`4C/ W Tti ONCRETE SLAB TO QOTTOM OF BE�M AND AL�O TO CONCRETE wALL ��'� ��v���� r� G `�)r� � - �� ��� + � �� �r� w ��� r� IEVE� ABOVE SNALL BE EXTENDE� BELO E C I �'1� Q�I� A DISTANCE E4UA� TO HALF THE HEIGNT OP THE GRADE ABOVE {/ INSTALL FL�aR G p00F PLYWpOD WITH GRAIN PERPENDICULAR Tn �� I� ��I 0�� W�+T�I � �I�I � I�`� 'r� 4 ��$ � �X� � ���� * THE SLAB, SUPPORTS - � i ` w-� �- o�C� t 2'� M Q 4�s � O,G �' I ti' Q q��' O�G► � I Z� IrI�L� � �+b a� ��'�' �� � � �o��=. �OM �� �v►�� I F� �, G��1� �C1�1►--� , l�12a L!� � -I�i b0�-! -j I �.1"O � �l IN� �� 12�' G� G, �r� �ot-�TlNUVUS � 8,�i� �-,�, � _ � • rz����o���-Gr, ��"�- �' I �i�, �, -�, �� co�-J p iT I ot-�s �jc�sr I�H�I�-I A� - � o�o o �} o v n � '-l-�lG I�-)l�IGsAfJ'r�-� l�I����'1� �i� � D�o r��� � �,�,y'�.� I �fiF-+�. b 11,�1•�-I�r-il,�� � u. �I¢c�-t�-t-�� - �c�s�n�c� r-�rc► - , �M 6�1 a��rF.l- � ��ar I°P.�s�s 40, r�vs.rc�t �is�n�J c� c� v � C.OL� �'Zod, c � � �� �� '� , � � C�� �� aC� � o [�� �C���. a� �. � -�� �� o� � ��s � � ���9,�o„ . � o � � � 5 p��o� �M o�1 i--�G, �IS � � r� i� � I� 13�� ur�Tl t� �1 General Recommendat vns �� �{��-rn,M� �f �•� I�L�k� �S �1�' ��i — � Based upon our observations, some distress has occurred at the i� �� i� � i� � N � n i� � ii buildings. We did not observe any items that indicate complete 3v d 2 D O 2 _ 3d d �_R__ ___ ______ ____ ________� ���� -- � replacement of the foundations is warranted. The following items should be carefully followed during rehabilitation of the D "`� foundations. �^ ' ' v � � , �-- - -- 1) Adequate drainage should always be provided behind all � � , � i L retaining structures and walls. � � � _-� � _ _ _� _ ___ �- L,����'7 '���UN 2) Backf ill supporting footings should be properly I I -- - - ---- - -� � � � -_I � — - --� I ��� �'��� �"'� � � � compacted. Where footing are undermined grout should be I _ __ _ __ ___� I � � � � I- � j -Q installed below them to provide full bea r i n g. � � � I � � �� T�� h U� . , , � � I � � � � -- — ---�— —� f- � � � � 3) W a t e r p r o o f i n g s h o u l d b e ins ta l le d a t wa l ls su bjec t to I � I I I I �__� � I � ` �. .�� . � � ( ,--- --� �-----� ( � �. � � �� � differential grades. I I I I j., I �-- — � I ( _ � � �►�� � � __S��� 4) S l a b s t h a t ha ve se t t le d or crac ke d mo dera te ly to severe ly � � � i � i +-- - --- ---� � � I � y-��t'��5 � I��'b� I � � ` s h o u l d b e r e p l a c e d. B a c k f i l l b e l o w t h e s e s l a b s s h o u l d b e --- � I �� ,� :� recompacted. j � -� -,� � I � r � � � I � I ' ' � I I � �--- ---� L-- I � I � � I ��1�� 5) Damaged (cracked) foundations should be repaired or ' I �____� � L=---__� � — --� �f __ r � � � � �-----J � I � �� � � , ���� � --- � � � ��C�+�J reconstructed as necessary. � f� � - � � �- � , , ;, I I �--+ �� �� �j I� i � I I �_�� � � �---� � � � � I I ��I �� ~�� �I f � - - I � --- - - � �, L._ ---__--a � ? I I � � Buildinq No. 1 Recommendations � � I � ' � � � I� � � �; ;i �-�---� , ; ;- � r -,- ,;- �--_� ;-�, ,� ;� �_ _� �__ _ ___-� � � � Overall it appears that the foundations are suitable for �__-i � II I I I �-- construction provided the following recommendations are observed: �� I L,IIr1 '-j _�_ _ _ _ _� I I `�---'''f' � %'� bclsTit�� sl.a3 j% ;��_ �� I L T k�ClsT1r� s� ��I �L7 i � II � , � � Due to the l�ng time exposure of the existin foundations there are -�----� '``�- I� � �i t� � � 813&�-�� � �.- � � � �I I I � I g �`=��, �, 8la-o��o � I I I I �-- � I I I� �—_-� � _� �-.-- - -- - --I I small az-eac of the foundation that are undermined . These areas ��,�i ` --� �� � I �� I� � � �J��,,,� 5� �_ � � �� � �� �� �=_-� snot.,ci .�, _���z t.,��th a lear� yr��.t ,;;�s. tc �:i,ure £�;i_ i�eariny - - - - � �I r � �X(6TIt� SIi.IS 7% � � �. � 81��- �0�� I I f I � gl3ai,�oi � � I � � � �--- �- -- - - -� I g below *�c:e ��.,u,���at�on, similar to the undermined footings of �'������ � � , ,i I �) � li --�W $138�,�pi, �� � , '� �13��.G�� + I buiid� .�. '��(��s��'� �� rt � �1-J 814o- ID � I � � �'� I I I I I � � _� ':, :,����r , Some ancho�- bolts h��ve k�eer: damagc�, thes� � � I Tb� �13'1����� ,�� � o F 813�'N��IST �� , � � N�hl S � � � should :�e ��, ttier repalred or replaced, if they are replaced, _ �� I � O , o�¢.-� M�,�} �� �� � �I o 'R7MAT� ��_ �� � (I 8f3�-ID �� I I (._._ _ --J � � � � � drilled expanslon anchors are suitable as replacement bolts . This �; ; � ���S�y �� '� �� ��l�SF� � I � _� � II �� 0 slab on yraci� at unit 38 should be removed and replaced. Other �� � �_� fi- --� .�_ � I �-� ___ _ _ �-_-�� � � I I� W g�3Gi-Iod II �� I� -� I f� � � � 1 _ , _�� ��3� � _ , � , ,� �� � � s� � � a o 0 slabs beneath building �no. 1 may need replacement, but it is � �- � _ �— � _ L_�_� LI----� _____ ___� �� �� -ta M T�-1 � �I� � � diff_cu'_� to determine the extent of cracking of these slabs due to � f �� J f �L _� L I � ; ; i � t h e p r e sence o f de bris on the floor. (Unit 37 is being used as a fi�� �__� r �_ � �— i � � ; �—_� �..� I� O �«I~i�� -�� I � I f ��� j� I I rt �� �� i- rt I I ' �1 ����- � ?-- � L+ �� ��.� � � , I B t��.�o�� � � ' �—� construction storage area. ) The existin g or ga n i c m a t e r i a l a n d a n �----1 T--- -r y '��e� �'�G•��x�? �Nil�) � � I ` 7aW g r 3a��o" � , �---- --� 1-----1 +_- --� � - --+ � � � � � '� vegetation should also be removed prior to placement of the slabs � j � I �— —— — ——— — _-� � ��- I � a t the u er ����` �'�'� ' � -� ei 3�i_� , - � L_I 1 - -�.� --� pp portions of the building. When the foundations drains �C�G�,�G�1� � _ __ /_.-. — -- � �..� �,yp�� �KT� �"� � '� - � r �_ �' � r- I � ii �' (� � ! ��� are uncovered. It should be verif ied that water proof ing has been �'�'���•�i"�'• 1 �-�� �- _J � �, f t � � II � �� �'j3`����,� i I ' � � installed on the backfilled walls. Addition waterproofing may be � � �� _� 8j36�i�,, _ G : g J k -���3�,-�H � � �� ��� ��''�'� warranted. 7�� 8133�-�' � �,�-- --� fi I � �'; �--�='J� �� -L�XISTI� � r ' � v �� ' � �h �.1i��r� uNn; + � �'�`r-�._._....____-�-� �` � ' �_� � ���,� ���r �" ��'�; �K��-�" � � '�------- --- --� II � I � ; � I '_�- - -- — -� I I O I � t�� - i 1- - - I i t � -�T �--1 i ' n �L� L-_--T i I ' � � 'fOl-1 al�'�la�� � � 0 o a a o � � �� � .� � � ToF a,3��-4��_ �-� �. � � _o� � �o� � � _ � oM � � . � r r � �t1,�I Di� �� �-.- �--� �<i �Xt�'rl l-�li� � ���. � j �� ,.no. � ,�_ � ' � , � Y __ ..-- -- � ./ � ,► ,.�Y � � -� � � , °� � 0 I � d� ■ �X�J ■ bOX 1297 d i I lon, colorado 80435 303-468•58�1 � �ssued date � revised date � . � � - � � ` � � _ -- ---��n�_ --- � . �� -- — -- -- -- � , � � yi' __' SZx-��O �lDd � � �'�1 �r/L'' p � L -- - -- ---�- � i � � � � � � � � � x14 �� o -C��- �{�: ����1�� C� _ ' - � _ , �l�� ,� ���i,o�� I� � � � �� U � , � �� � �- �'��� � - - - �d�� _ �S� 1� , - --- ----��'-� --------- --�V�� � � ���� � �� , . _ ���� e � ��� � �� 1 . , i � � � �� ��� �� �� �� � � I� �� � . �� il ( �� , ' � _ I �' i� ;� � ; � � � ;� �� � � �� P �� � � Y � ;, I� � � ^ ��� Ut�f�','�+.�It�lrlls�1, '�fi� Url.f? � '� ' �� '� i � ' �� SL _� � � � ', ' 'i ��' �, �� i � ' � ''�, ;� ' ' I � � ; , �; � � �; � Q �-� ; �\ � , I� i� � 1� '� — � � , � �� � f ' �� � � t i ; � � � , � � .� � � ; �a, ,. �-� �; ; ;� '� �! � '� � ; ,i ; �� � � � ` ' � � ' �' � � � ' � �i � � � li I� 'I ! — ' ' � i , li �; �! �� i ; � , r �, ;� � -,�� ��:_ _ IC'�-� . - _ 1 � i�_ _ a��� _ .� 4 - _ � � , � �� --- - --- ---- -�'- -- - . - - -- ��°" - '-"�'� a � ` � � . o �� � � o �� _ __ ; I�,��j�•�� __� V�I�a . 1�•G+� Q. , — � - -- --- - - -- - - 1 �" � � � n°��,w i �V'L � ^�� , r �• � �� �� �-� � �-� � � / _ � _ ' t � , 12 �� i � °� � �� �- �� , ° � �� '� , ' � � , 1 �� . 1 ► - ' , , � U-- - - - - � , � � ' �� i � \, J f ' . 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I i � R - � � � � � Q � a� � ,- . - & ; � �� - � ! �� _ ; d_�, - �1��� [� , . , -- o � � ��� _- �:d�•o� -__--- [10 0� o, . a�po. . � - -�`� � O � ' -� � d I � � � � � 'rl�L�D�?' �j��l�.�� � � O��x7'� �� � Y �� i �,�� ��i_ - I�...�� �' L� � ��������-� - ---- r!-�+-- - I � � I I � -r i,�r 81��i• � �� � t -�---�-- - -- -- -�- -�--r- - � ���Ca��a� , " -- +-�-;�-�-�� - r - --- -i 1-�i- _-� G+--� � � � � � � T ���1 A:�' _ O , o,,. ; ,—�— — — — — -�- � — � �(� � I I I I I ; 0 p � � - - __ - - ,�- �- � , � O� � �1"Jn � --�-+- -►-� � i � i _ �„i � � ; r,�" � - g: i�o�� �'--«-- -.� _ �__-� ; �..... � . � , _ ! qsh�e .t � i �O. �,. � �. � .,.�:.;,.�:w..��.y�.�..� - _ ' � '�� � . � I � ��,i� i � � � Q � �! � ��� ��� �o c�� _ t l ' Q _ lJfl � Randy Hodges G E N E R A L 5 T R U C T U � A L NAME� F � N 0 T E 5 PROJECT� Vail Point Townhouses � LOCATION� 1881 Lions P.idge Loop , Vail , Colorado a O (TYPICAL EXCEPT AS NOTEDI .TU O � 1990 DATE� lPDA7ED R 11. 1990 � � + :rr R _ L�] �ESIGN LIVE LOA�S� � (�NDAT[ON WALLS CONTINUED) RElNFORCING FOR FOUNDATION NA�L BLOCKOUTS� SNOW O PSF VERTICAL REINF - (2>�a EXTENDiNG �e'PAST EACH CORNER � HORIZONTAL REINF - MATCH WALL REINF SPECIF[ED. �2t�5 � WINO / 3f MIN INSTALL 1NCONCRETE ADJACEroT TO BLOCKOUT, EXTE��D I 2o"PAST FACH CORNER � SEISHIC ZONE � FLOOR.. ... . .. . �O PSF ON.� �O� ���� �/� p�" CONCRETE SHALL CON�ORM TO LAT VISIONS OF ACI 30t �IIIO� COIOY ��O BA�CONY , , � �u/ pSF D� ALL CONCRETE, EXCEPT AS NOTED��PS1 20 D Y COMPRES 0 BASEMENT WALLS PSI STRFN�77T��l{{ M1N � fr DEFURMFD HEIP�FORrEMENT - ASTM 67I-IS—�iRADE� E� WELOEO WIRE FABR(C - ASTM A185 ����� FOt1NDATI0N5� B'" REINF STEE� DETAILED. FABRICATED, PLACED PER ACI MANUAL � /'� 0 SOIL REPORT NO DATED� , 19 OF STAP�DARD PRACTICE lATEST EDITTON `�0����$�5��� � PROviDE CORNER BaRS AT BOrdD BEAM c GRa,DE �EAM G NA�L PREPAREO BY� 1NTERSECTIDNS tTO� G BOT� S�LICED 7z BAR D1A , MIN MAS FOLLOwED TO DE51GN FOUNDATIONS THE CONTRA('TOR CORNFR [IARS TO MATCH HORiZONTAL REINFDRCING SHALL AOHERE TO THIS RE�'ORT wHICN [5 HEREBY MAUE 0� TYNICA� �OUNOATICN NALL REINF, 2 _ ��5 T�P � BC' PART OF TNESE DOCUMENTS ✓ FOUNDATION CRITER[A WAS ASSUMED FOR DESIGN AND SHALL MASONRY� BE VER[FIEO BY �ICENSED 501L5 ENGINEER BEFORE CON- 6� MASONRY UNITS TO CONFORM TO APPROPRIATE ASTM SPECS '����� ��� .�j STRUCTION, AT OWNER'S EXPENSE 0 MORTAR, ASTM 270, TYPE MiN 2B DAY STRENGTH P., 0 VERTTRE�NFB�GRADEAMS �000TOSBECGROUTED INE4NFOGLiDf�_ c WITH 300o PSI GROUT ,��OrI��IJCfiA� 'I•�✓.GI D 0 DEDROCK PENE ' 0 BLOCK CELLS TO DE FILIED WiTH �ROUT WITHIN 2a°BENEATH 0 STRUCTURE 70 BE ON 9� MAXIMUM SOIL3 O O O �ND �2"EACFI SIDE OF L1NTE� REACTIONS STRA(�HT G VERTICAL PRESSURE PSF Y MASONRY 1��CLUDItlG CONSTRUCTI�N StiALL CONFORM TO DRILLED PIERS O MiNIMUM DEAD CURRENT "UNIPORM [IUiLDIMG CaDE " - 0 MINIMUM TOTAL PiFR �OAD PSF 0 MIN f� - PSI LENGTH� FEET 0 PROVIOE INCH 0 DESIGN PRESSURES� VOID Ut16EA�TAtT�TURE, END BRGi PSF PER PLANS �TRU-T�RA ST SIDE SHEAR� PSF � FOOTINGS TO BEARON UNDIS- R" STRUCTURAL STEEL TO CONFORM TO ASTM A�b MIN OEAD TURBED COMPETENT SOIL OR � STEEL PIPE COLUMNS - ASTM AS� GRADE B LOAD� PSF COMPACTED F RL APPROVED 0 3" DIA ADJUSTApLE PIPE COLUMNS TO SUPPORT AN ALLOWABIE 0 PIER DIA , INC�i 5��� Bv SO(�S ENGINEER LOAD OF i7,000 FO�j��DS (FULL L� PL�TE-_ �" ALL STRUCTURAL STEEL DETAILED, FABRICATED, AND ERECTED 0 PIER RE1NF; PER LATEST PROVISIONS OF AISC MANUAL OF STEEL � EXTEND REINF 2'-6 INTO � CONSTRUCTION MA�LS - - __ 6�, 7�- STANDrtnD Fr�AMED COfJNECT10N5 TO SUPPORT TOTAL ALIOWAOLE 0 PROVIDE INCH VOID -�-_____ ' MtN UNI�ORM LOAO CAPACITY fOH EACN G1VEN BEAM 6 SPAN UNDER ALL WALlS AND — WOOD FRAMING� ALLOwABLE � 6RADE BEAMS, BETMEEN �OtSr�' �' �eti MAx MOISTURE CONTENT� BEt�DIrvG PIERS i� DOUG-f�R HEM-FIR STRCS�,P�S�I 0 SOILS ENGINEER IS REC- ANCMOR �,f - ' UD ��TUn canoE)_ 0 0� tf� � COMMENDED TO OE ON LOC�- eo�T JOISiS tNO_ a canop��_____0 � T10N DURI�IG �RILIING BCAM; irao t canoE)_____ __�' 0 TO VERIF� OED�OCK Q1UMN�_�NL�—LS�9PE1� ���J�d ��./ ��/ ,{�v 0 ANY SPLICING OF HORZ PER�MpTE�7 - B^ MINIMUM NAILING�FRAMING PER �CURRENT'UfJIFORM Bi,RDiNG COCE' �' WALI REINF TO OCCUR AT p�A,r� � ALL R00� JOISTS. RAFTERS TRUSSES �EAMS FRAMED TO �,y.� Jy M1D-SPAN 0� PIERS FOR � SUPPORTS WITH �eGA tMIN) FRAMIN6 ANCNORS '/'I°VV y'V�t�r,�t 'f/� t TOP REINF AND AT P[ERS REfNF �Y' TRUSSES AND CONNECTIONS DESIGNED BY SUPPLIER I�TI� �vv���TK�� ����'�f� �� �IJ�� YN�(,ri��.fi�I�,� �0��'�I FOR BOTTOM RE1NF, rov c sOT \ � ALL ROOF AND FLOO�iNG PL�MOOD SHALL HAVE APPROPRIATE �±�/ SPLfCES TO BE 3z FrtR DIA �� ENGlNEERED Gf7ADING STAMP II F� •�jyi� s�a�w„*��D GI��•QO � 0� GA�IE END TftUS5C5 TO HA,�E LOWER CHORD ANCHORED TO NAIL �I T �}��5� -j�.��, ��,p� j0 p�E ,c�opVlEb .�i ; I,o1� q G� qo E%PANSION �pLUMN i COr+C II ,� JOINi I PLAiE WITH IBGA fRAMING ANCHORS AT o'-0 0 C AND ,..�,/-� �7f.�_f N�� MALL G LATERALLY pRACFD AT e'-0 0 C tMA7O TO ROOF FRAMlNG I(/ � I� �VVl�br"c�I�� �L�� (� A —e - SL�B Ii1� � GOSLABAL�-� I � PROVIDE BLOCKING IN FLOORfS) UNOER COLUMNS AND OUIIT-UP M�/_I M� '�" "�V VI�'�� �I� I/��I �� '•'' -- `' (� I 5(UD COLUMNS IN WALLS / .}�' n ��F7 IS�M ���� y � � D� ALL EXTERIOR STUO wALLS TO BE BRACED. FULL HEfGHT, MITH p��� �F �'ODQ�j� ��l�j� I7 Iv �IIv ���7��� /�vl� (,�iL���O�GI �Ii=Y= = VOID I� I-��= _ u- _ _ - - __ 4'-0 WIDTN OF �i2� P�YWOOD AT CORNERS AND NOT MORE THAN ' / _ j zs FEET ON CENTE� �LQt•�G wALLS � ��+�.I�I� `3� � ���Il�l ��C'�I�� IL�� �I�M � I � FiG � � _� II PIER � Ii �y oa nt[a � I�I �� 6" WHERE J0I5T5 ARE PARALLEI 10 PARTIT10N5, DOUBLE JOI5T5 �I O� � �r�����T'��1 - I REINF_ � - � UNDER PARTIT10N5 I i�' ALL WALL STUDS 70 9E CONTINUOUS FROM F�OOR TO FLOOR A' � c, � T Y P I f A I_ D E T A 1 L S �ND/OR FPOM i'��OR TO ROOP. WITN CONTINUOUS STU05 EACH y �}-'AI��YJ At�-�S OI�I THIS t�l.�.N V � EQ�IDATION MALLS� SIOE Of wALL OPENIUGS EOUAI_ TO ONE HALF�PI.USI OF THE /��J r ���G> ^� �� ��i� Q� N �` � 8�' DESIGN L�TERAL E�UIVA�ENT FLUID PRESSURE 3o PCF t1UMBER OF STUDS INTCRRUPTED BY THF OPENING r-�'��. ,r V_ 1� O� 2,�� ��4�� � I 0 DESIGN SURCHARGE PSF �' A�L ROOF AND FLOOR J�ISTS TO BE CRO55 BRACED AT MfD- /� �'C GT � p� PROVIDE �'ERIMETFR ORAIN SYSTFM ADJArENT TO BOTTOM OF SPAN, w1TH SOL1D BLOCK1NG DR RIM J0I5T5 AT ALL JOISTSUPTS� G��`1� �� " ' I?( � � � �` �� ' �� r MA�L, EXTENOING TO DAYIIGHT OR SUMP � ENUS ALL TRU55 [3RACING AND BRJDGI�JG SPECIFIED BY J/��� S�T L��- I'A) �I�+l"� G}-}�t'-�C��S �` �p' r' -"' �1 D� GRADE TO SLOPE AWAY FRp�4 STRUCTURE SUP�L1ER A _'V1 ru� � �,�/) II () C� O1 G1 '1 B� CONCRETE WALLS TO 8E POURED WITH�UT HORIZONTAL COLO JO1Ni ✓ GLU-LAMSTOEiE 26FVS,WITN AN ALLOWAB�E 6ENOING STRE55 OF f'�V .�[-' I C/� � ���� �� � � Qq �' AT R�SFMFNT WALLS F'�R�lifL T� FL��R J�ISTS, PROV1DF FOl1R �j,• ��•�� �SI AN� tRt rV1X Ief115TtiV7F C(1r1TfPli �Df7Y USF�, F�- �h5 P;l, � �1�� � y�l�/, y��i� ,��1� �� GI /112s Ill � �`���,�(:`±��Ild_ '�_f �Ofll I I Nl.11i 01 ;ULID tllu� Klr�(, a �r" U C IN�,1AI l IiLUCh I��G (�III�I I I�� �IR(ll N I I II I AM' WI f�l /I Hfl fAMlll I1, I t`1 E%� •'� f"'�-{v ri,/ 7� TO SILL PLATF WITN $TANDARD 1� GA FRAM�NG ANG�E, CACH � M��RII �AMi TU �{�Vf A�d ALLOWAIfLC IlC'dDING STR�i; r�F Fp • '�'� �j� �V��L..� �� �cl�j'� I�') � �r �IK/ ((J�-r't SIDE OF BLOCKING NAIL fL00R Ot(.K f0 BLOCK(NG W1T�+ Iod 2POU �'SI F�. 2e5 P51 ��r' � ��T1c -� G_���^��� � o O �-�{�l�l't Ta 1`��'�E"� D • 0'� 0 C. SI�L ��ATE TO BE tx6 (Mlt�� wITH 7io"DIA � a� G� WOOD BEAMS COrJ;TRUCTEU NITH MULTIF�E 2x'S TO HAVE SPL10E� G-��4/ l �-' �� �� � � ��r� 'I ��T �� ANCHOR BOLTS 8 72" D C (MINJ ONLY AT SUPPORTS �� �'••�� � Y' FOUNDATION WAl.�S T� E3E ADEOUATFLY BRACED PRIOR TO G� WOOD nNDiOR STEEL BEAr+S TO OEAR o" MINIMUM ONTO SUPPORTS y�� �..� �,y� � ���1 � BACKFILLING (r AT WOOD 0�� STEEL BEAMS BEARING CN CORMERS OF CONC�ETE +��1' �'7 ^� �IATG�"I �I�v���b r1iW� _ — - II +�� �� � � �JI �� D� GARDEN LEVEL FOUNDATI�N wAlLS NOT FX7ENDING TD FLOOR PrtOVIDE CI.IP ANGLE 3 x � x tie x d'-o" RAMSET ca PlriSt B � '�� ,Q,�-� '� �t.r.r��- H �I�i►-�T' � ►,,-�_'1,,2-��-r�-� �- #� r� z �5 -r�a.,.�. LEVE� ABOVE SHALL BE Ex7ENDED B�LOW THE CONCRETE SLaB TO BaTTOM pF BEnM ariD AL50 70 COr�CRETE wALI L I I _� / � /�� #�}"7�Z�C��}S+ �I� �jjX� I�W�J7 '$��7�vT �''� A D15TANCE EOUA� TO HALF THE HEIGHT OF THE GRADE ABDVE �/ �NSTALL FLOOR L R�OF r��rwnoo WITH GRAIN PERPENDICULAR T^ �' 1�-I �A�O�J �•,1�G�-� ��j��)�l f�� �� ,� THE SLAB SUPPORTS � OIC� IZ�� M " O G � �� �� �� � _ 1r�l4Ll�� �� Apb� ��NT i� � I � cv��. �a' 4$ � I -� 4f3 O�G� � IZ � �'Cl-��Tl l-� , �12a Ll� -$� I� {�O�-l�LS -} �t-�'v I F�M �� �o�t�. I F�M �� !o�t-�t� ' �.x� i N� � �2� a� G ��.. �or-�-r�r-I uous g k�r� �-r�, � - x _ � • �����o►�i r-�G�, I � � �- � �j� (� �.0� 'U(T��� ��ST �E'f'�� /�'�{a'F � o�o o cj o �� a ?�I!o �� ���-l��Ic�f��( I�i���T �� ����� �rG� a�-+ `fiF-t�. tJ E2,�1�--I i I-IG�S � LL �12G1-t l� � ��s�r-l4�, - � �T��is`Ti�! I I M6�1 I�I�rE1- , ��ar I°,Ax �o, 0 o D �O'r G01�\� dI'ZOdi �,f G � �t� ���J �� O O �� ����'-+�u �� C� �}G ��.-� �v I � �c�`7 I � �I �II��L�II � a I QII ��I.dl � � �.,� � �s �2tor2- I�M o,��r-}G1 `, '�S f-�l� � General Recommendations h�l I� � � �31Q�� VI�'n� � ,,, ` ��� �I�M I G �►`I�4� I°I�(W!� (S I r-� �G�.� ; � Based upon our observations, some distress has occurred at the � buildings. We did not observe any items that indicate complete 3O�.dil 2i1 ���p ' 2� 3didn T_ il _^� . �pf,p�� ` � replacement of the foundations is warranted. The following items should be carefully followed during rehabilitation of the ----- O foundations. (- � I � 1) Adequate drainage should always be provided behind all � � T � � v , i , � L retaining structures and walls. _ ; ', T rtT �-- -- - - - - _ _ _ _ 1- G�G�'� ��� ; L_ 2) Backfill supporting footings should be properly � - - - - ---- - -� ��- � T � ^ � ( � �--- - ---� i �'�� I��Y�'���UNt� ��. com acted. Where footin are undermined - -- - -- --- � I � � � - P g grout should be � installed below them to rovide � �� p full bearing. � i � � � I ( � �_� � �� � � I � � I � -- - -- --- -� -���-- � � � 3) Waterproof ing should be installed at walls subj ect to � � � � , I *�--�__� L___� I� �( �t �� � differential grades. I I � � � �- I � -� � U 6. � � � � i � i ��� � �v � . 4) Slabs that have settled or cracked moderately to severely � i ___ � I I i +-- - --- --I � � I I I J,����s p� ��{�, --g���- ; should be replaced. Backfill below these slabs should be - S�� �- � recompacted. � � -- -� � � li----- ----�--L— I � � � I � - - - - - - - - - - lil ��.� � II I ► �n 5) Damaged (cracked) foundations should be repaired or ' � �-------� � � ----- --� � � r � ( I J I � � � — -- — -- - - - � � ' n Z ���r` � -r r- -- � - - ((- - -- �--� � ( I �--- � • � � I � � �-/ ���4�J� reconstructed as necessary. � � �--+ Q (� � � �i �� �i �� i ; i � r_� � ; i---� � � � � i �-� '� � i I � � �--- - -! �-- - ---� �, L - --- ---� � � i � � � � Buildina No. 1 Recommendations �I �I i I _ _ _ __ _ __ � _� r_ _'I r ___ ' -- i� 'j i� �--�-___� �� �� I� � � i �� �-_� �� �� �' �--� �-- - _rt � I � Overall it appears that the foundations are suitable for ,I' �_=�i IL �I L �� I I I � 1 � ( I ' construction provided the following recommendations are observed: �, �, _� I I `�---�"'' s---.� , ,% bc�sTr�t s1�3 j/� ��1_ , r �c�sT�r� st.�.�z r I -T � I; � i �r � --,- - - - Due to the long time exposure of the existing foundations there are '�'�'�,�r' %� 814�o�1n�� „}'/�' �� I � 8138�"�� � I ( �"_ ��% � �� �I �__� I � -- � I � �� i� rt- -r small a�-ea�, of the foundation that are �:ndermined These areas ��1�`� I� � � �J�� S'�,p � - � --J t---- - ---� � a ��,ej��-1 "'° �I�L-1� �t-�*� � � � 5770ll�Cl � _c , �Jlttl d IC��lI; C�r'Ul L ."1r. LO �'iSUrE fUl; tJ�dr'11"1C7 _I — I I— II I�� t� rr �I �(�!7'r��l L��f� �'f`��'�1-- --- I - -- -- I U�i�'-�Ih'E���`t�llP I I 8140�-to�� I �I I� � ��� 813B���o" li' I � � � (-�j f� � � , � I ,-_--+ i � below t;;G i�un�iaLi on, similar to the undermined footings of ' i I �� �I II ��„�S13a1_�d� � Pal3lo •.. � I I I ' buildi::�; �,.. ,:���r _ Some ancho,- bclt; ha�✓e k;��n dam<�a�d, thesc ���'��'(�? � rt � '?�W 8lq-o% lo � ;-�F 813S�-k��'�_ ' A'�- �I�hl 5l� ��� I � � � I � � + � � should �1�- ��_tt:er repaired or replaced, if they are replaced, _ ( L' T� I �I � i j O ��'MiST�4 �XKT �� � �� OIL'� M�TGN �1CI� � I I 813�0'-10� �� I� � �- - --J � � � drilled e;�:pa:�slon anchors are suitable as replacement bolt�. This � � ��,�5� -�4� (�� �-��s�j �I r`" II slab on yraci� at unit 38 should be removed and replaced. Other ' � � �� � L �� I � � I �� O �, �_� fi-- -� �.- � ��?_—�_—�--_.t � � I� I�! 813��'10'1 �� �I �--- --� I I f"~ � slabs beneath building no. 1 may need replacement, but it is ' 1-';� -�� 8133�.�}� � jl � � � � I� �XISTI 5� �.1 l -1 L--� � �-----� _ I � o� � ► I �. 0 diff�c��'_� to determine the extent of cracking of these slabs due to --�__�__��_ - - �'" - - - - -- - ----- ---�-- 'TaM TaH � � al � --+ T� � �i �c�sri►.�� II " -- f f� �t IL � I L ; 0 the presence of debris on the floor. (Unit 37 is being used as a fi� - � � � �- --� �--�--�_ f � r 1 % `�-- -� �� � O p-�/�s�-- -j _JI � i � � 1� 4_� I I � �1��,o,,v`� � I �- - construction storage area. ) The existing organic material and any ,�,�i� �, Ix� ����� � , , - - — � � vegetation should also be removed prior to placement of the slabs � -�-aW gl3a-io^ � r r �� � �. L-__� �- �- _1 # � ,��_ � � i � 8��� � I � � ' �� ; �z.�ti�.��� a i �--— —— .� L_I 1 _ � � at the upper portions of the building. When the foundations drains ��b�c�XJ��.IOrIG.�i� � � - � f t -I�F B�3�s�-�N -- � ( II � � � i ° ��� � - -- �--- — �� �-to r�r.-,ra-+ �x�.r, �-- �``� �_�� - -� - - r-- - �- � � rt; I �I I � -�-ot�1 13 �-�o � � are uncovered. It should be verified that water proofin g has b e e n �'l,r�r'�I�•�'(�'M'. ' � J ,' f r ( � g �. , installed on the backfilled walls. Addition waterproofing may be � ��� � 8 1��� �, ,, � � p� ,.� � f =`i'Z�I�8(3l`�f'�I I � i � warranted. _ ��� --=- - , --- --� � � � � ^J� �'Ta �H I � -�O�J ��e_ `��',-"_"I - �V� L�llN.l�, �,.J���� ' �NCf -�� BI33�-�' �� � � �-;, -� �� Lc16Tl� � � � ���.._��.� '"'```�.... _ 1��3�r V�J�T j�F i i Ft�l`r,PI.A t�•l, �-� ��H � � .�--_._., � .�. �� I � �XKTI C�� I � � I_ � � I ( ��- - - - - � LI -, O T`�"t - I I � I, t i I �1 � L� �--- T � �T I , ---� � l � �� I � 0 o a a o � � � __� , �-' oF F�131'�-4�� � � � _ � �� , � � , . O � ��� � _ osa- o M� F-F - �II,�I�d �� �-.. �.� t+:.�i ��?'1 t-�� ; , � ���. 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' � � f — — � I i ` )f �� � —� � ` - a� ;� �' ' � O � 0 - __- - - � "r� i � --_ ------ -� - - - - $ � --- _ , � ` - _ E-�rl�fvt� � i ; ; � _ — �, _ � T h . a _ ��� � _ Td.�� O �o� o ��o. , . � , + ' � ' � , i�-,� , , `"' � I , 1 � �v.�.o� g1.�5.r✓� , pp � od�x��v � - � �, � - � 1'��' - . . ■: -- � � _ - � � �-�, . ' � i!�C�'��) - _._._� _ -,a-4= - i �' f � � 'r P���u. � _ � r , � +- - -- -- -�- - � ,��'C�"•�?> - --- --+�- f- - �t-- � � - � . � ��� j -- - — — — — ! , � '�O��-�` �1� A=�J . , ` � �, �, —1� , � �,�� � —— — �-�—�►-_.,_ �,.. { I I I i I i A O�1 � �1"Jn _ - - � r i i �_.{._ _..1,—, f � � '� I�K i t j _ - 8����{� - , �'.r �`_' !� �`—i ' ` , j ( �- - � - - - i -- - - i . ' � � - � � k �. ' � ' . "� , �� � � � , , � -_'_:�`` _ ,; `�� � .,� .' a � . �� , � � 'R- � - � i �,�> +� � � '�r r __ _ r��� ��� �o �� _ __ _.. _ __.__r_�.__ _ _ � � � . . , r� j , � ! ??andy Hodges ; G E k E R A L S T R U C T U R A l NAME� ! Vail Point Townhouses � N 0 T E 5 PROJECT� - - LQCATION� 1881 Lions P�idge Loop , Vail , Colorado � � j O O �TYPICA� EXCEPT AS NOTED> JU O � 1990 DATE� � � lP0ATE0 ' 31. 1990 ! [� Q��N LIVE L�AQS. (FOUNDATfON MALLS CONTINUEDI � j,i REINF�RCING FOR FOUNOATION MALI BLOCKOUTS� , SNOM..... . .. ..... .., . $F VERTICAL REINF - (2)r� EXTENOING �B'PAST EACH CORNER. O ` HORIZONTAL REINF-MATCH MALL REINF $PECIPIED, f2)+rs j � � MIND... .... gf MIN„ INSTALL IN CONCRETE ApJACEI4T TO BlOCKOUT, EXTEND � � t � ' x 1297 i �� � � �� � � � I 2a"PAST EACH CORNER � � SEISMIC 20NE....... .. .. .... .. . ... FLOOR.............. ............ 4 O PSF GON.I�R� O I �� ������ y� D^ CONCRETE SHALL CONfORM TO LAT VISIONS OF ACI 701 � BALCONY ..... .. ... ...... ..... ... ���/ PSF G� A�L C�NCRETE. EXCEPT AS NOTED�SI ze Y COMPRES I n 0 BASEMENT WALlS PSI TREfJ MIN ' �IIIO■ ■, colorado i , „ , , , , IY pEFpRMED REINFORCEMENT - ASTM e7C I5. FiRAOE� C' WELDED WIRE FABRIC - ASTM A�85 � $OQ'35 FOUNDATfONS., @" REINF STEEL DETAILED, FABRICATED, PLACED PER ACI MANUAL I t 0 SOIL REPORT N0, DATED� , �q OF STAPIDARD PRACTICE, lATEST EDITION ' 303����'��■ � ! V' PROVIOE CORNER BARS AT BOND BEAM t GRADE BEAM � wALL PREPARED BY� INTERSECTIDNS tTOP c BOT) SPLICEO �2 BAR piA , MIN . � G MAS FOLLOMED TO DESIGN FOUNOATIONS. THE CONTRACTOR CORNER DARS TO MATCH NORIZONTAL R 1NFDRCING � � $HALI AOHERE TO THIS REPORT WHICH IS HEREBY MAOE � TYPtCAL FOUNDATION NALL REINF� � _ ��5 TOP t 80T � � PART OF THESE DOCUMENTS r FQUNDATION CRITERIA wA5 ASSUMED FOR DESIGN ANO SMALL MASONRY� ' c Q � BE VERIFIED BY LICENSED SOILS ENUINEER BEFORE CON- � MASONRY UNITS TO CONFORM TQ APPRpPRIATE ASTM SPECS ? ISVUV� date STRUCTION, AT OWNER'S EXPENSE. 0 MORTAR, ASTM 270, TYPE MIN. 28 DAY STRENGTH P'� � 0 VERTTRE�INFBOGRAOEAMS 3000T058ECGR0UTED�INEoNfoGLIFTS— /�,, /� ' WITH �000 P51 GROUT I ,L� BEOROCK PENE.' 0 BLOCK CEllS 70 BE FILIED MITH GROUT WITHtN 2�"BENEATH � " ��� �,�fp�r'O !� 0 STRUCTURE TO BE ON 9�- MAXIMUM SO1L3 O O O AND 12•EACH S[DE OF LINTEL REACT10N5 � � STRAIGNT i VERTICAL PRESSURE PSF � MASONRY 1tICl,UD1116 CONSTRUCTION SNALL CONFpRH TO ORILLEO PIERS. 0 MINIMUM DEAD CURRENT "UNI�ORM DUTLDING CODE." � � MINlMUM 70TAf. PIER LOAD PSF 0 NIN fi',� � PSI � lEN6TH� FEET. 0 PROVIOE INCH � 1 0 DESIGN PRESSURES� VDIO U TURE. ; END BRG� PSF PER PLANS. STR i .T�RA ST � SIDE SHEAti� PSF r' FOOTINGS TO BEAR pN UNOIS- �" STRUCTURAL STEEI TO CONFORM TO ASTM A76. MIN. OEAD TURBED COHPETENT SOIL OR B" STEEL PIPE COLUMNS - ASTM A37 GRADE B. � LOADi PSF COMPACTED F1lL APPROVEO 0 �" DIA AOJUSTABLE PIPE COLUMNS TO SUPPORT AN ALLOMAOLE 0 PIER DIA.� 1NCH St�� BY 5011.5 ENGINEER LOAD OF 17.00o POUNDS. � (FULL L .E`F�'Ti�) PLATE �"' ALL STRUCTURAL STEEI DETAILED, FABRICATEO, AND ERECTED 0 PiER REINFt PER LATEST PROV;SIONS OF AISC MANUAL OF STEEL 0 EXTfNO REINF 2'-6 iNTO '� CONSTRUCTiON Wq�LS. - --- _, 6�� �Y" STANDnRD FRAMED CDNNECTION$ TO SUPPORT TOTAL ALLOWAB�E � ' 0 PRDVIOE INCN V010 - _ _ MtN UNIFORM LOAD CAPACl7Y FOR EACH GIVEN BEAM G SPAN , WOpD FRAMING� A�LOWABIE D"' tvz MAX MOISTURE CONTENT� BENDING i UNDER ALl MAllS ANO ' � GRADE BEAMS. BETNEfN �otsr - PIERS. � ' OOUG-PfR HEM-FIR STRESS,P.S� , 0 SOILS ENGINEER IS REC� ANCHOR ' D f TVD GRApFy) ! O Y�"�' 0/ � fi COMMENDED TO BE ON LOCA- gp�? JO1ST5 (NO_2 GRADE1i 0_ b"' , � T10N DURItlG DRILLING BEAMS iNa 1 GRADEI� Y 0 � r, ✓•�,�, ^ TO VERIF� �EDROCK. M��_lK4_l_SRA2E1 ' � ( 1 ' L� (`�'' 0 ANY SPLICING OF HOR2 PERtMF_7ER--,_ r S"� MINIMUM NAILING.FRAMING PER �CURRENT'VNIFORM ButLDiNG CODH' * ���� � 1 �O �\l 1 ' � WALL REINF TO OCCUR AT ORAIN � !�' AlL RODF JOISTS, RAFTERS. TRUSSES, BEANS FqAME� TO U `� �,y.� ,. ___ �__ ___ MIO-SPAN OF PIERS fOR SUPPORTS MITH teGA tMINI FRAMING ANCHOR$ , _ _ _ TOP HEiNF AND AT P1ER5 aEtNF IY TRUSSES AND CONNECTJONS DESIGNED BY SUPPLIER. � � POR BOTTOH REINF. TOP t eaT � ALL ROOF AND FLOORiNG P�YM000 SHA�� HAVE APPROPRIATE ��If.,,� ������r�� ���/�� � /u �I� I y �N' f ��'� -' �������� ~ SP�tCES TO BE 7z BAR DIA ENGlNEERED GRADING STAMP ' �I �� "•� yi����j - QXPANSION CD�VMN Y GA�LE END TRUSSES TO HAVE I�MER CHpFD ANCHOREO TO W/+LL � ' j�� p�-��j2.5� -j�� �Q,a�►��-('O ►3� ,4JopLl E?� ; '��' �/�.��_ dq�G��10 �I COr+C J i JOINr PLATE NI7N ieGA. FRAM[NG ANCNDRS A7 r'-0 O.C. AND -. �r� , ' ����T'"��� -{����FQ ' MALL 6 I' � <ONC MAI,L IATERALLY BRACED AT B'-o O,C. (MAR) TO ROOF FRAMING �_ � � I� ��b�TIO� ry�LT� I� A SL�B l� � t 5��8 , - � PROVIDE BI.00KiNG IN FLOORtSI UNDER COlUMNS AND 8U1Lf-UP - i ,�` �I��j^� ��' w.�.y.ti� G�� ���I�'�� � I 1 � STUD CDLUMNS 1N WALlS �"'�f�c C��i.�c/ y��� C:{/ �/�i� I rev�sed date � 0� ALL EXTERIOR STUO MALLS TO BE BRACED. FULI HEIGMT, NlTH , y� C y�r +,t '/� / .}�-7 ���e n + W=1- VO1D ��= -� = u- - - ♦'-o NIDTH OF 1/2�P�YWOOD AT CORNERS AND NOT MORE THAN I"�V� �r �O�r��" ' /I�`1�W��J I7 '✓ _ _��1'��) A�� C�iLI'��0��1 � � �I i - 2s FEET ON CENTER ALONG MALLS � �+���I'� � '��E��1�J �I�C�I�� „ IL� �1M �� � � � FiG� � plEp � �Ua PIER (� r WHERE JOt5T5 ARE PARA�LEL TO PARTITIONS, OOUBIE JOISTS � 1,` � ' 1� �- � - •' �� UNDER PART1TlON5. � i ��0� � ����ST �G.�TI��� _ REINF i•" AI.L WAII STUDS TO BE CONTINUOUS FROM F�OOR TO FLODR A .A, , �A��..,A ^ y� �-w t. ��, �'S p���„� V -� � ' T Y P t C A L ❑ E T A I i S nND/OR FPOM FLOQR TO ROOF, WSTH CONTINUOUS STVOS EACM � ;4� *��w•V Gr� ��f�"'�/'S� � �,QtlNDATION WALlS� SiDE OP WALL OPENINGS EQUAL TO ONE HALF�PLUS) OF THE ' p� G /���s "� �� ��� Q�, N ' �-� �'^' DESIGN LATERALEQUIVA�ENT FLUID PRESSURE � '� PCF NUMBER OF STUDS INTERRUPTED BY THE OPENING. � T {r--�s� /�-t J 0 DESfGN SURCWARGE PSF 0/ ALL ROOF AND F�OOR J01575 TO BE CRO55 BRACED AT MID- ��� '�.�. ,�.� '� I I ,�,� �V f��p�G � 2'�'� L�bG�� W i� PROYIOE PERIMETER ORAIN SYSTEM ADJACENT TO BOTTOM OF SAAN, wITH SOLID BLOCKING OR R�N JO15T5 AT ALL JOISTSUPTS� ' _ , 1 rG , ' � 5�-tT ��- � �� � - � wA��, EXTENDIMG TO DAYLIGHT OR SUMP EN�S. ALL TRU55 �RACING AND BRIDGING SPECIFIED BY , ��A� v � G��G�7 , � p��� � ,° � GRADE TO SLOPE AWAY FROM STRUCTURE SUPPLIER, i y� �,-,.�/� }� �ry j^�/ !� CONCRETE WA�l,S ?0 BE POt7RED MITHOUT HORIZONTAL COID JOINI ✓ GlU-LAMSTO BE 2oFV3.MiTH AN ALLOMABLE BENOING STRE55 OF � , {/ �r � � CJ1�- '1�/ V��� C�/► 1'�� �1 0/' AT l�ASFMFNT MALLS PARALLfL TO �LQqR JOISTS, PPOVIDE FDUR Fj,• Zaon P51 At� tnY MAX Mf115TuRF C�WTfHT tDRY USf), F�� 165 PST, � _� �..11�� �, y�J�/ y�"��"{`/I,n � �,J�1_) 7yI"�.✓� 4 11 �,g (��j��O�GI � F(1(I1 LtNblll 0! �OLlU IjLU�►cING � �e"I).C. iNSTAII DLUC►cING (llillf. I Ifl� �111(1f R 1,1 II I AH'� WI[II /l Rf) fAMNf li, i l t-1 FJv� '�S Y �`•.• � -'��•�1' --- � - I�l�M �, co�-� , TO SILI PLATE WITH STANDARD ]E GA. FRAMJNG ANGIE, EACH � N�C RO-1 A M S T O I I A V f A N A L L O H A f I L C U E N O(N G 5 l R F 5 5 O i F p� � '^'� !�� � � , �— SIOE Of BLOCKING. NA1� FLOOR DECK TO BLOCKING MIT�+ to�d 2BO0 P51, F�. 2BS P51. ( u� 1 �„�-t-� ���I�.,,,� �5`r��.,y�' . v D $���l�l'f' "(� 1'l�7vt'1 0 + , a �"O.C. SIIL PLATE TO BE 2x6 (MIN) MITH 7io�D1A. z 8 9� WOOD BEAMS CONSTRUCTEU MITH MULTIPLE 2x'S TO HAVE SPllCES �� �� �`� � C-/ �� 4 ANCHOR 80LT5 � 32"0 C. (M(N). ONLY AT SUPPORTS ' ���� ��..'� ,��� '�'� '� �.�'C ��L� � �C/rt t _ '� � 9�' FOUNDA7[ON MALLS TO BE ADEQUATELY BRACEO PRIOR TO D� Y1000 ANDi�R STEEL BEAMS TO BEAR ♦" MINIMUM ONTO SUPPORTS ' ���,�� f� ��r-�� �+�► �j� �r� {�...� �.,� � � BACKFILIING p� AT w00D OR STEEL BEAMS BEARING ON CORNERS DF CONCRETE WA� � G"� � I'� NI�IGH �f���G.r.+�b rKiV� _ _ II� I.JA�,L. - ��I-�(••� r�/ � �) ��`I � ± � 0� GARDEN LEVEL FOUNDAt10N MALLS NOT EXTENDING TO FLOOR PROVIOE CLIP A�dGLE 7 x 7 x t/B x d•-4" RAMSET fa PINS) ' ''''(�►� G ''� �' � � �� LEVEL ABOVE SHALI BE EXTENDED BELOw THE CONCRETE SLAB TO BOTTOM OF BEAM AND A1.50 TO CONCRETE WAII � �+'�'- ��� � ��'",� �� - � � ��,�j 2 I#� 'g ���� ' ` "- •7' �5�,r�I � +- , .. � - - ' , A OISTANCE E�UA� TO HA�F THE HE1GHT OP THE GRADE ABOVE � INSTALL f100R t ROOF PLYW�OD M1TH GRAIN PERPENDICULAR TO , �} �ry �I ' -I ��y.� �� � �7�''� �4� �$� ' �n X� �,{. �� ���vT THE SLA�,. SUPPORTS I -�� I-' I.�A1 1�I_�' I�'��� 1��'� ��� I�� /Q�{:/ _ �- --�C� IZn M Q ��D�G �t �Zl� �� �� y ; � �,.�f4L�.�� � �1�l�� ��Y.�.1gC,�1"�'� 't'fl -� CO � � � O�G+ . �Z- ; ;_ �{...�C�1�1� � {2A1,L1��y '$� �/ b4��L-5 �� �ti�0 i ( _F�M"i�� cotaa-k�C I FkoM �S� Gr�i�E� ' � -r- _G�l�� �1�'�� �I4' ifl r/1 � ���' 1 ����_ I � , �f������ j � -$kllP �1r, ( ��-� - ( � - i �,�F �Or�plTi Ot�s �C lZT h�E-1�lGl-i � ' � ' K1�_ F�R,', i f o�o o �{ o v o � .�'-Jll�1=-I I�IGs°�IJT�-�( �I��I��'I� �I� � � ���'°�'�o�1'.�cr��-r � � __�'� I , =r-�_ 'rt'F-f� b{?�1.-�I r-�C�-r�- � L �IaG t-t f�'�'rT --- --- - - �ts�n r-�4-�'�i� - �' � � J - 1 � �Mw���.r�..�'�� aT" 1°,�,x �o, �r� �x��n � c� ca � l� _ Q� _ GOI.. .� 2oc�i - - -- - _ � - - -- -- - �, �'r�r� _ �- � _ � �� O O �� �� O �.l�u . - �,_- -- - - � "�'f� F-t�LL- __d -- �_j�C ls� '�'-'J�1`� � - (y����►-p�� _ _ _ _ � .� ou �� a,i --- ����� - - 5 CD�2101�- 12.��C�/(I�GF �Xl�i G�j General Recommendat ons � � 1'�1 ��G,_ �G- �'j�22AG� J�"�'��► � I , � ��� �I�M I 4 �� ��tb 15 I� ��, � � ; , , � � Based upon our observations, some distress has occurred at the buildings. We did not observe any items that indicate complete ( _-- - __ _ - -�-?O_�-C«�! - _ - _-- - 2�� _ � ` D�-O�� � 2� ` 3��-dP �� ' ��-��� - � � r replacement of the foundations is warranted. The follawing items � ' � � � should be carefully followed during rehabilitation of the ' -_- ; � foundations. j- � � � I 1 y ; L 1) Adequate drainage should always be provided behind all i T � � G � v r� � . ����('7 �� � retaining structures a�d walls. _ t�__ _,_ __� �___ _ - �-- -- --- -- 2) Backfill su ortin footin s should be p y -- -_ --_--. -� - I � � 1 � � PP 5 g pro erl r---- -- --- --- --� I� � �----�1 I c�'}��icb I����'���UNt'(� � compacted. Where footing are undermined grout should be ( � � � h � � _�� , installed below them to provide full bearing. � �� I--- -- - —- ---i � � � ( � �1 -�._. i � f I , , � 6- , ; , I I I I I , � � , I � �- � 3) Waterproofing should be installed at walls subj ect to � � � � � I �----�__� �___� � I ( �rt � , differential grades. � i I I ( I I �_� i -- - - ----� I U 6. I � ! � �, � � , 4) Slabs that have settled or cracked moderately to severely ( ( � � � � +--- ---- - � `� � � V � I --I � I � � k1l t� 5 � t��� ! -�� ��i' � should be replaced. Backfill below these slabs should be � � � ---� � � � � ' . I � I I - - � ���`- , recompacted. : � � � - —- --, � � �—— ---J� L-- I � — - � �--� � -� 5) Damaged (cracked) foundations should be repaired or ' � ' � �-------�-� L----- --� — -- ' � ! 1- �u � I ___J I I ( �- - -- — -- — � � � � � Z���' � � � � I � . � a ��1� ; reconstructed as necessary. : � �--- -----� ; _� -- � I� -- I I•) �--'--� ' � I � ___� i . � I---{ � I Q�� � � j ' I ' - �� I � � � � I � � r--� � I � � ( . � � ' �,' ►� "��� 1� � � �---- --� �------� � �► �_---__-, � � i , T 1�11�I � �" �f,� � L $uildinq No. 1 Recommendations, I i ' ' � � � -- � � i L`-===� (I �I �-- - �- �r----- -+_j- � �� t� �__� �__ -----r , Overall it appears that the foundations are suitable for I � � II � � � - � � - r_ ( i � - i ,��_ � ,—=_� �� ; �� � . ,_,�. construction provided the following recommendations are observed: � �,� ( � �t5�� s� � � � � (i 1�� �r1 '� � $Y_.. _ ....._....,.._...�.r_.____1D1��'E�_..._�_...___ � � '��' IsTl�� SU�3 _ % � - � Due to the long time exposure of the existing foundations there are ,�: 8 4d�lv�� �� ( �- �138�-�0� � � � �--- -� �) �) �__ I � � � � 1� �-�-1' sm a l l a r e a s o f t h e f o u n d a t i o n t h a t a r e u n d e r m i n e d. T hese areas ��� ��'� � � �`� I� I � ��$5� �_) I �� 1 �� --- � _� , �,___ ___J � ; � �STI SI.�IS .-�� �-----� _ � _, � should i�e ,•:o�,.tc�d with a lean grout mix to insure full bearing ���,���� --- � I -St� ,�o � 'I �I I� �� �r - 813 ( � I�td� � �� tr r � �4 � r I..- - -.� � � �. below the ioundation, similar to the undermined footings of W 138 �1 ��3rO��G�� - � � { j_-._�. I � � g � � building n�iMber 3 . Sofne anchor bolts have been damaged, these �����`' � - i -� ��3°w��i � I � I� � � �5��i I I { � � � -N�w s �,�- i � , � I � . ..��� St. � should b� either repaired or replaced, if they are replaced, � QyZ...�.�, �,,���.} �� �I �� �+olZ'R� N�t-1 �isf, (�_ � � ( -813br=1O�-- �� � __J � 1 i 1i t__ _ � � � ' � t driiled ex pans i o n a n c h o r s a r e s u i�a b l e a s replacement bolts . This - I � f _� ; slab on grade at unit 38 should be removed and re placed. Other � I �- ���5� I �� I� ���s� �I � � I .- � I � � � �----, t� —1 �-_-� ' I (,.,_�— ____——r�� � � �I _ y�_8�3G'-�o� - � I �� � 1 J � �� 0 I s l a b s b e nea t h building no. 1 may need replacement, but it is ' / - - . _1�'' ' � _ �P��g1,33,�� � � � � ( ,� (� (� �IS �, 5V43 � ( � O ' I � � ,.�- �._._.j--—�_� '�'=i-1' �.� � r difficult to determine the extent of cracking of these slabs due to r_ � � --l-�. _ � _ �I -��rf.r��,p� I' , r- � � ` �� {L ���� _' � j � the presence of debris on the floor. (Unit 37 is being used as a �l ' � � � L__ �.._.� 1 , ,� C- -i- -�- --r - I � ' �,� 1 � construction storage area. ) The existing organic material and any i �I � -� �---� --� `-�' J I t , I-- r---- I O f����--� �-J� � L � �,_„� }'�a-� j i I -���,��1�i�- i I ; vegetation should also be removed prior to placement of the slabs ��e� p�- ' x� C ,i�� � _;��W staa��ow � �� I �---_-_.1. ' L.___� _ - 1# - i � � I - � �� � �t3������ � f Ii-- ---- -.-.._._ _. - i - -+ l � � at the upper portions of the building. When the foundations drains 7,4��G�,�G,�� � - --��-813�►-�+ � � r--- - --� - ---� � �--� L I 1. _.�._� �. -- � � � are uncovered. It should be verified that water proofing has been �f�����f�'(`�'• � °��Oh'�`'�'i ��"�+ 4.--��- �_ _� ±-- t r � q �� �(- �-pk.,tg13s}I_�p�� i r - �� � installed on the backfilled walls. Addition waterproofing may be � k � -.�icg��l;,�.N _ i I � F warranted. " , � �: bCKTI�-t�� , ! �h) BI'3��lo'' - ' ' •,O� nO` �1 ; � � _ _ = or�� uN�T- r. � � , ,- r�-ru- ,M� � •y , '`_ =�t��x�11r-��__�-�- � - _ ; _��St 3��+ - ---�,.. -- - i ,G-,---� '�'� t � , 5 , -_ , ,' ^�.,! II � I { ,-�� �� - -L�-X15TU1L � i I C.. -- - J. -,....._..---�� - 1 p� UrJ1T �q. �r,r�ls�.ti.l, _�XKTI NC�� _ I "1 �� � t` % � �' �_ � 1.._Z-.-- -- -- =-r � � � � .. -- � I � 't - - � --- ---- � � � �L� �� _, - � t1 ` � --� �- ----- � ( � 0 -1---�, --� i� � =-'fot�.t ea134�1v" _ �_ � I ` � , � -- -- ' L/_� O �.! �\:'/.� L�t.t . ►� ' F ��-�"oF�8131'_4 ' � � ; _ �12 M F-F , } , - '___�ii�i�pil- _. � . - — ' - �� 1:..�.� ' r .r1 _.�Srll--�ti �71 16. 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