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' e! . . � . � . . . � � .... � . .. . .. . � � .. �,�. ,. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . . � , �wm�.. 4i,��"' `�v ' :�. '�xWm" ' . 'a�,.St`n.+�. '.���'.°� 4t'.�T�'m'�:wks'Y^�s3uts^d.-Strds:^=e`�'.G��'ti!:�',°v'1T�'&'�^G::3s � }p . �.. . ��. 4 � . � . . � � . � . � . . . . . . . . . . .. .. ,v °I . �$+*� . AS ' . ..uww"^�", � . . � . � � . . . . . � . ' � . . . � . . . . � � � . . . � . . . . . . � . � . . . � . . . � . . � . . . . . � � � � . .. . . . �. . . . . . � . � . � � . . � � � . . � .. . . . . . �, ,�r� � . . . � . �� . . . . . . � � � . � . . GE �IERAL NOTES � � � � � . . . . . . . . . . . . . . E:3 . THE DRAWWGS: ALL � I �AENSfQNS �4RE TQ FA �E STUD UNLESS � OTHERWISE NOTED . ALL QR ,4WINGS OF A LARGER SCALE TAKE ,�� ' PREGEDENCE OVER SMALLER SCALE QRAWINGS , DO N07 SGALE , . �g �fi . dRAWINGS. ALL COORDINATlON OF WQRK BY OTHERS SHOULD BE � TNROUGH THE ARCHITECT. �' ; y � SUMMARY OF WORK : WORK TO � E PERFQRMED CQNSlS7S OF � FURNISHING ALL LABQR , MATERIALS, EQUIPMEP� T, DEVICES AND � � SUr' ERVISION REQUIRED TO COPv1PLETE THE GENERAL > fv9ECHANICAL A1�ID �� � � , ELECTRIGAL WORK AS SHC}WNON THE DRAWINGS ,4ND NOTED HEREIf� . µ � .�� ���«�s��:�°�� ,� ~�,:.��� :_ ' ��: :�. k. .? _ �� �: °�,���� � � , , WQRK NOT IN THIS CONTRACT ( N . I . C. ) . COORDIf� ATE UVITH TNE OVdNER ANY AND ALL ITEMS OR iNORK �JQT I �V THE COI� TRACT, UVCIRK TO BE �; � � J �; � PERFORMEQ BY OTHERS OR BY THE QINNER , ANQ ITEMS VdH ( CH V�( L.L BE �� � �p .z FURNISHED OR INSTALLEQ SEPARATE FROM TFiE CONTRACT, k � Q � � � �� � .� � CQDES PERMITS FEES AND TAXES: PERFORM ALL WORK TO CC) �� FGR �t+ �� ;--"� y�` C�" � , , � 4Sl WITH ALL APPLICABLE GODESs ORQINANCES> COVENAI� TS AND LOCAL � � � � C� � INTERPRETATIOUS THERETQ . CQNTRACTOi� SHALL (� BTAIN AND PAY FOR � t�} t� C� � � . �.. ,� . ,� A�l. NECESSARY FEES , PERMfTS ANC} TAXES. ;� �.� �l � � � r:,' � C�' � � QUALITY ASSURANCE : USE AQEQUATE NUNiBERS OF SKILLED WORK �f � �J s� `� � f -M � � WHO ARE THOROUGHLY TRA,INED AND EXPERIENCED iN THE hIECESSARY �� �� � � � � � CRAFTS AND WHO ARE GOMPLETEL.Y FAf� ILIP, R WITH THE SPECIFIED �� � C) 4'�i O � � REQUIREMENTS AND THE METHQDS NEEDED FOR PROPER PERFORMA�ICE �A �` � a �' �� �� � � � �-- � OF THE WORK . � �1�.;� �,� ' 6i a ..�.,j'� � � . . . . . . . � ' . . . . � �k f/ ,, /•,� / r 4'_�. � '+, ! i f , t fi : �� y � � �-' . . . . . . . . . . . . . � � . . . . . . . . . , . v� E F /�� � � � � � �` ' f' f' .� ° MANUFACTURER ' S SPECIFIC� TIONS AND INDUSTRY STANDAR : � �%� `��;r �� �� � �� Q � � HANDLING AND PRQTECTION AND lNSTALLATION OF ALL MATERIALS , � �, � ��; � � � �-- "`� r� ' MANUFACTURED ITEMS AND EQUIPMERlT T(� � E IN STRICT ACCORDAI� CE � � ' `y�' � . . . . � . . � . . . . . . . � . . . � r . . y . . . . . � _ �% ,�wesm3-_mfam'.�.C:� . � . . �. WITH MANUFACTURER S OR INDUSTRY RGENGY S LATEST `'�%`,% ``f� � �`� � �,�� ; � p � REGQMMENDATIQNS AND SPEGIFICATIONS . � '�` is�, i��.� ' � ,. a � � ' � fF �� iF � � � ; SITE REVIEW: PRIOR TO SUBMITTAL OF BIQ , CONTRACTQR SHA � L VIS� T Ti-iE � , � ��' � m..� ' S1TE , AND TOGETNER WITH THE QWfUER Af� D THE ARCHITECT, TNQROUGI� LY '� P4j ; f � INVESTIGAT'� TNE EXISTING CONDITIONS , SPECIAL REQUIREP� ENTS , A �lD � ,�, �;,f�f ` � � � PROGEDURES TO BE FOLL01�VED . THfS INCLUDES , BUl' IS NaT LIMITED T09 AL � � ; �,`�'_% / ,� � COORDINATION WITH THE OWNE � , ARCH { TECT AND GENERAL CONTRAGTOF� � �% r% � � , � � FOR THE OVERALL BUfLDING REMODEL . FIELD VERIFY LIMITS OF , ,'�� ;! � � //", , , �� GONSTRUCTIOP�I . � `�� r,%rf ;,- � ' �; ����°� ��.-��c.::�.����:� ' t .�� ENVIRONMENT ANQ PROPERTY: PERFQRM ALL WQRK THROUGHOUT THE �"� � PROJECT NECESSARY TO LIMIT POLL. UTION RND TO PROTECT TNE EXiSTIN � _���` �x���'� ,�� , / � � g' � SURROUNDING ENVIRONMENT. PROTECT ALL EXISTIIVG SURFACES AIVD � a ' ' �" ELEMENTS NOT DESIGNATED F �R f� EMOVAL . PROVlDE ALL NECESSARY x — __ � � TEMPORARY COVERINGS , S�4FETY GUARDS AND BARRlERS AS REQUIRED , � - ` 1 � � ' . � ,_ ' ° -� ��'� ,` CONTROL SITE ACCESS. REMOVE DE � RIS �ND WASTE MATERIAL AS THE �' _ , , � , .> � , . . ` °., , ° . � � . . . � s �� ! 'l _. 4 . ': . . � .. � . _. . .i �4. . . . �� � ' � , �_ � _ ;- PROGRESSES . MAINTAIN THE PREf� ISES IN A, t� EATfl SAFE ANQ CLEAN � � . . . . . . . . . � c y ' 4 M1 . . t . 14 . . . . . . . . � . . . . . . . . . ,. ,, t ,� ' „ . �.. . CQNDITION � , H , , ' � � . � . . . . � . . \ � _ _ � R � `(. .. � . . . � - � ` _ . . . . . . . . � � . . . . . � : . ' � ..: � , ` _ . . . � . .:. . ¢� . � � . . . � . S �L 4 1 . . 1 . . . � . . " , � tt ._ ,� ° , � � ASBESTOS AND HAZARDOU � NIATERIALS: IF A,NY � S � ESTOS OR OTf�9ER � ,� ,, � � ' *� ' ' 'a „ r M � �... � � , , , y h � , __.. , _ .. ,� � .< � MATERIAL DEEMEQ HAZP,RDOUS IS DfSC (�VERED QURING 1"HE COURSE OF � ��_ -�� �� � � ;,:R ? 3 . % � ° ' '�" _, DEMOLITION OR REMODEUN � , ALL WORK SHACL IMMEDIATELY HALT p, ND THE � � ��� ' � = ,� ,, :- " ' .. , , :� -� ,. ARCHITECT AND THE OWNERS NQ71FlED t�F THE MATERIAL( S ) C3ISGOVtRED . � � � �` � � ' �` ' - : ARRANGEMENTS SHAI�L THEN BE MADE BY THE CC7NTRAGTOR TQ HAVE THE �� ��� �.� , . , , � ' �� ; �� � � ��. .. r . .; , „ ? � ,, . . �. �, , M ERIAL TED . � � „ •, , . , . ti , r s . , , � , . • ' � • . , � . .., ' �', �; ^ �> > - _ �; �� - ���;� . . . . •. 'S y . l�. . . . . . . . � � . i � , � . . . � . f f _ . � � . . . d i ry�4,� r S"w.. . . . . . . , , ..'v. . . . . . � � � �\ i • � � � � { n 5 � ♦ � . . . . AT ABA . , . � . . , , , . . . ; � , , j. EX � STING UTIL( T( ES AND CONDITIONS: LOCATE ARID PRJTECT A �L � XISTIf� C� �g ��t �� € . .. � . � � � } d M. . . Ie, .A . � .1 •�� . 1.� •� a i � � � � . . . . � . . � C� � � � aamma � a . . . . . . .�• ' S� � . . a . ' e ; �. . da •. ; ' I � d: � .z s � ,.. �.��. � a � . � a � . . �� . � . r ♦ 4 . . � . . . . . . � �x . . � . . . � . . � : e• � � . �' . ' �' � . . S � .. s� :� �i� *. •e . �. � • �4 .. .b . ' •! '� ,:` s nS � � . � � . � � � 2: o:e�.r . . � . ' . .. ., '. ., . . ' ;. , , . ., ., . ;. : ' . t .'. ,. ., , ti ; , . � „ �,,. , 4 ", _ . {4 , Mh�� NTA { �l � ��'� �� . . . . � . . � . . . �.5. . :. � u � t' .. �` :;q ..n,{ . p . ..� � '•., . 'r, � 5�t ' �w1^...`` � � . . . � . . . i$ u�=,a�.m � ' � ���'� � �� �� � � � � � � ' EXIS7ING STRUCTURE IN A S �FE A D WEATHER TIG ND ON . w . . . � . . � . . . i � . I '17 � .. .. . . �. ' � :1 .� 5 � �y. ��. t � • . �� � , •l� .• � 7�. 7 '1 • � � � . , ` y � . . _ . . . . . . .. . � � — . . y� . . . � � � c UTILITIES PRIOR TO BEGINNING WQRK FOR REMODEL WOR �� � . . • ' • .� � f� ' i .� � }� � L .. � V " . y r nb ' !, . 4 1• . . � � &'2 � ., . . . � � . • . . . . . . . � � • y �rf ��r • • •• � . � . . .. . � . . . . � �' t � 4•,� . ., � I y , , �� ! I ' � 6 • • � : w . u « , ���•�� . . . , . . � � �� � • ti �� � K � � . . . r • tiu' � . . .. . � ' 1 9 � ' � li� a . 'y:E � � �� . . r . . . . . . . � � . . . . . • � . . � � � •i �� •1 A� � � a . . . � . . � . � . . `R . . .. . . . � . � :f 'n• rP !�1 �. � r . Sr a! . ^ � �• �. '. J � •�b � �f ° . . . . . . . . $� � k� � . N NT CO ITl � . . . . . : � ' : ... ! ' !� . . � d� � a � � • a e � e ' s � : . . � � . . . �-", . � � . . � � .. . . . . , • ab r, �1q., . . . � a , .6 .%� {�., ,�,.��`• 9�..`,` �, L � • ti y . . . i'..� � ��N'i �'� . "` FIELD ENGINEERING. PRI (� R TO CUNSTRUCTiUN , FIELQ VERIFY ALL d . . : . .. � , , , , , , , � .: .. . .. .. �°�:.�-....:: :: . .. . . . . .. . , , �� . yi. ' H ' �r� ° �;n ' �. �ir.. •�i 'L • ,� � h �� � / 'i �, .��bµ •, �,•• ffi . , .. : . ,.. . . , . , . . � ., . • ' . .. .. . .�. � SS. �, Ma ' t, r . . . . � . . . � . . q � �.. r. Ih '� �� . � . B; � '' " ,, ..,; . DIMENSIONS �ND ELEVATIQNS ESTABLISH AND MA( h1TAIN BEIVCNMAR4< S � ��=�� � � � . . �J:. � �� � � t. � . •.n '� ttL .�A . i ' , �� . .. � � Ih � ��� / M ♦ •4 � �4i � T' �r; y� w� � � . y : : � �•� . . . ; ; _ : ^ ; , •. ; ' : '�• s .'.�:>. : .t. . ,,,� ,. � , . ; AND OTHER MARKERS TO SET LINES AND GEVEt�S FOR THE WORK AI� D " T � �° .. . . . . . � :. ., . x •� :� � ; •: :. • � �, � :,M . . . � . � .. . . .•l•! :• • `. I . �yh�� � . . 4 , � ' ,. ' : A , ! i'•`� '' }��i � r . . . . . . . . . � . � . . . . � �T�� . , . . � v . . . . . � v� . � . , ., , • . : . � :. .,.. . :. .. .•. • ^ ' . . , � :i ' . ., ... . •. ' .. . .; : : �:. .: ... ' � , { • • �� ,. : r+ .. �.1,� ".ti ` �, ��. . ��.s.� .'n. • . . . . . . . . . � . . . . ... _ N�p' ��,; . am � . . '� ' � � : ,.,•,; ' NEEDED TO PRCPER � Y LOCATE ALL EI� EMENTS OF THE PROJECT , . :.. , .. � . '- � . . . . , . . , .. . . t . .. . . : � .. ., :. .�' . . . :::: ��. : : �� � . � � � : • . .. . , . ,. , :> . .. : . . . ... : . .. ; ... . .., . . . . . . �'�-- •, ., . : . ,. • � ;. , , .: . r� . . . , . . , . . . :,. .� , �,�',' ;,,c�,;., •r� ;, ;�::, '..,. • ti ..: :` ,",,,.;;.�, ,,,:: . . CALCULATE AND MEASURE REQUfRED DIMEiJSI � NS . PROVIDE ALL '� ��� � ,.�, � . ', • . . . . . � � • . . . y �� • , � ,� ' • � � �S� � . . � . • ti • r . . . . . . . � . . . . . . ��� Y • � � / �1 � � 4H •1 • � • �• . . � � : :v'�'� . .. . . u � ♦ � � . � � . Y t � � T . �"` . '. . . �' •I � ' • �,F '� '� u �1 • \ � • Y� • • � •�Y y M f • . � � � � \ �l '� . . . • :t � � , / � �. ♦ . '♦ k .. �� . . � • • . ' I , L . 4�� . • • �.' ♦ �. . . � • �, �mmm 1 �, .. � ;. : ., . . : . ` : . . . .' � . . : �: . , `- . ' � � �' , • : , � . , TEMPORARY � RACING SFIORING GUYING AND OTNER MEANS 0 AVC�ID � • t • �1 � ' 1 ' Y � �{ � •'\' � \ , ♦ •' I \ • . . f ) . . . . . � I „ � � • \{� � ��� , T M • I h �n . �. i , ♦ Y.. �; ' • n{ " ! � , i. � rui�u y � N • 'f • . . "'h� e` . �t• � � � . y� t. ' 1:.. . � .,a � ♦ ♦ ' . 'r• � �4.f�: • 5 ' � f� �� r � �'� ��t ' � . . � � ,,: . � � � �.' � .•}� 7 . . �.` . . . � ��. . 1 ..� � �. 1 , � � . �. � �� . - . . • ti • � ��' � ' ' �. 4 � �' � . . • I � ,' • �'� 4�'� � • J \ � d�� . C:. � {. . � ' • �..�� • • •, y � : `. , . • •� . . . �.. � �. � , � • : i .• , .. . . . . . . ... . . ., . . . � . :. ':. ,. ' . . �� " . � y • ti � �� � ..t :. . . .J .:�. �. � 4 Y •• r f . . .. . . ' ,, ti• • ' �,,�5 '� ' . .M ' �a . • • � � � : ' i � bA�' } � . ��, .y , tr. ..,' . � 1 ' • � . . . . . &4t� . . . . .�� ' � � : . . , � . . r `. • 1 � � . . .� . .. . ' . . . . .�. . ♦ . .. � ,�• � e � ♦ � � .; � . • � �� � ', 5 , �' • . •� • �• s , i• •� �� . �. . ' . .• '. . C . : . �:<. � . . •. . • .. :; .. ' "•. . 8 ... •: • • l ,• �' �. �. NS . � �^� �' 1 .Y. ,. y � �� r y ♦ ' Ye ,'� . iw'n��y. i :ie � b •r ♦ r. r 4 . . . y � . ' • , � , � � ��! � � { • � �: • 4 '��� �, .y �. i � . � � ''� � ♦ ' � � � � ��'4• � � �, : ��• •� �.. • • � ! ,I .. � • � �• .: a . . .. .: .� . . '.• . �. . . . ., . . . . t. . �.e� . : ',° . , •. , . ♦ . �,. M \.� • •4 � � 3 . 4 . . �. •� ' . .A .' ir ••• . . i , 4M � + • i . A � : ' r. . w' . '� � .•'; ' 4 ( „ ��\ y , � '� ' . � . . . . � •� ,;, , , , �,;,, , EXCESSIVE STRESSES A D TQ NQLD STRUCTURAL ELEMENTS IN PLACE � ���� : . � - . .i . .w : .� . . S' � t . n� . . � •'+ 5 � a . � ,�. '� � � � � � � (� 1 � . t � � , . lw . a' x ♦ .•. � • Av . . � ♦ � ! :"• A�, � • . . . . a n � . . h . ��y �•y .�. 1. �+ �. t � 'e . ���.. y .� ��� . �. ' :� . . i. � n '� `� y� { ,� � , t .4� '•1 • ��\. � '� ' + . � 1 ' . • . . . � � � � v �� . • ti.. ' •' t ia, yina-aa'.�& '�� r+ . . . . . . . � . ' • , . � . v . . •. +' . t . . . . . � �• • . ' ♦ � • • \ • d,� • •,� • , � �� h ,'M1 • . � ♦ � . � . 3 •� ',. � � � '. � �� . . . h. . ., •t•• ' . ` . . .. �• ' . . . � . .. . . � . . � ' ... . , �. .. . . '. . . . ' : ` ` \ • �✓C � � i � • } � � �lt • �/�� '�•� � ,I � •' tl � �5 � �' • i4 . . . . . . . R .w�, q . 1 .. . • . . .. . ., . . • . . . . . . .. � . �t ' .� . • • . � \. � . . . • . '�� ��' f{ � • � ar • .•' . : �.' �u • • • • � v •.��• • w. .., . �{��• •� • I. . a �� 1 • r� � •b . . . . . . I. _ . �. � � '� �• ' • ' • ' �� ' ' DURING CONSTRUCTION ESTABLISH AND VERIFY ALL QPERIINGS A1VD 1 ' �� .�p �� �. . � . . .. . . � . .., . �, , . ,�, . � .. � . . . . � . ., , . �. . . .., . . , . . � INSERT LOCATiONS FOR MECHANICA �, ELECTRICAL , � ENTS, ACCESS AND � e�`�" ' � ° PLUMBING , WITH THE APPRQPRIATE TRADES , DRAWINGS AND � � �� �' a � �� � � ��� � SUBCONTRACTORS . DO NaT PENETRATE EXISTING OR NEW STRUCTURAL � � �� � —— � ' MEMBERS WITHOUT CONSULTING WITH THE � RCHITECT. � ��., � � o � � p� �� . . . . . . . � K. u . ' e � � �. � � � 4 � TEMPORARY FACILITIES: THE OWNEF2 WIL� � FURNlSH TE �iPORARY POWER ;� � AND WATER FOR CQNSTRUCTIQN PURPOSES. CONTRACTOR MUST EXAMlNE � F��� � � �° EXISTING ELECTRICAL `SYSTEM � f� D VERIFY THAT N ! S USE QF POWER WlLL I (� � � � � �_-..--.�--- NO WAY DAMAGE THE EXISTING SYSTEM . �� s� � &� �� �.. ,. . .:. : ., - •� .�� o TEMPORARY ENCL. OSURES FOR REMOQEL WORK : PRt�V( DE TEPv1POR ,4RY � � .. . :. : . . .. . . . . . . . . . . . . � . . • , ; . � . . ' �' � DUST AND DEBRIS ENCLOSURES TO SEAI� THE WORK AREA FROM THE � . .,. . . . : . . � � �� ^ . � �` REMAINDER OF THE EXISTING FACILITY. PROVIDE TEMPQRARY E3ARRIERS �r�� ffi; � r �tP h �f ? i } � f YA _-�.. , y; » m � ,� � � C� �'� t�F PLYWOOD ANQ PLASTIC MEM � RANE AS lNC3RK PROGRESS TO SEGURE �//---�, � �-�_�-�� �_ ��� �.:���:� °� . . � .. . . � . . . � . . . �, � . � . � . . . . . . . . � � i .�{ i 9 -�.�'..�"`�«. '�' vF3.g..�Y:v$sT'�'°ee.a. =���..a*"�.1T'c��' ' `twnn��� � AND PROTEGT THE SURFACES T0 REMAIN . ; ! ; r , � � a M 0. V . < . �'1 "� � �'.� . � � . � � . . - . . � � � � � . .. . � . . . . . : � . . . . . . .. . . .. . . w?3. 1�` " ` , ' . � .. � ' ., , . �,<a �.a DEMOLITION ; WHERE EXISTIRIG CONSTRUCTIQN OS TO QE REN� OVED , SUCH � �''�T � IC� s� �' �:'��` f � 4� � REMOVAL IS TQ BE DONE CAREFUL�.Y, AND ANY DAM ,4GE TO ADJ �4CEfVT ' � - � �� �'�.' ��_ I �� l � r� �..'.Y � � � � � � � � � � � � ��� �� � � � � � SURFACES TO REMAif� SHALI� BE PAT�NED AND REPAIRED TO MATCN � �, �� � � � �� � �:�U�� a ; 0:� 6 �� �" � EXIST� NG . MAKE SUCH EXPLORATION AND PRO � ES AS NECESSARY TC3 ' ` ' "�' �' _� " �?{� ,� r � t ASCERTAIN ANY RE4UlRED PR4TECTIVE MEASURES BEFORE PROCEEDI �lG � � � WITH DEM �LITION . VERIFY EXISIING STRU � TURAL CONDITIONS PRIC?P TO � �� � �� e DEMOLITION . REMOVE ALL NON — SALVAGEABLE MATERIALS FROM THE S{ TE . `;� ��/` S � SCHEDULING OF DEMOLITION AiVD NEW WORK SHAL�. BE COORdIhiATED BY � � - �.�, � � � � � � � � � � � � � � � � ,.: � � �� � � � THE CONTRACTOR WITH � THE OWNER . � � � � � � � � � � , 'll �° ��� �� � �i�� �� �� �=; � � w � ; 4 . _� �� 1 I 5 a '� � . . . . . . . � . . . . � . . � � . � � �� � �.. � � � � � � e . � � �� SALVAGE : EXCEPT FOR EXISTiNG C �NSTRUGTION TQ � E DEN90LISHED , AT � , , -;; ' � ' , r � � � � G , � . . . . . . . . . . i � � ' � � . . . . . . . n � r� .. ti � } , �, � �� � ��0� � � , , . �� ' ,� NOT TIME SHALL THE CONTRACT4R �, SSUME SALVAGE WITHOUT TNE „ � , �" . .. � . . . . . � . � . . . . ..... � . . . . . . . . A _ ` , 4 �. �.3�a�`.w'7���u-"�"�"�a;�tz� ��r� . � WRITTEN PERMISSION OF TNE OWNER , � , � � � r # ��� .� � _�. � u� � h ,q � ' � . � . @s < . . . . . . . . . . , . � 1 ". , il. `` 6 � � � � SPECIAL NOTE . SOIL G ,4SES MITIGATION 5HALL � E REQUIRED IN ALL CONDITfONS > � '� ; � � � b (� � WITH DURABLE POLY FILM VAPOR BARRIER BENEATH SLAB FLOORS , AiVD RElNFORCEJ �„� .� � .. � � ,� � � OL. Y FILM IN CR ,AWL SPAGES PER " CLEAN SPACE BASEMENT SYSTEM " CJ. , OR fi ,� *,„ ;'���- �:; �� , � , � � � � s,� �,� � � �h, _ �,� �, 5 ' � t EQUIVALENT. RAD0�1 APJD MOLD TESTING SHALL BE PERF4R � ED AND NATIONA � �.� �� ���'"'�, � �,-� �� � ,� t � �'�. �� � ' � �-� � ,,. r STANDARDS SHALL BE RECOGNIZED . � � �.�.� �,�`�, `x,, � ,�� � � �:: , ,.<' __ ��� -�->°""�"°� `� "�` �t -� � � � �;� � � � � � t � _ . �,'�". _ � � 11 � � c� �-� � � ��``:�� ��" �� � o � E r�° � � . o � � � �� � � �� ��� ,,,� � � � r �, � �,��� r` � � C� 4 � �' �� �- .- . . _A-, �"".�—� - . � �.� - � ; . ° �� � �. _ _ � . , . „ � , � � _ � -� ��� F�� _.� � � . � p / � . . . . . . o-ia..,,.,_""�.�.�`�,.__...,��. ..MC... . �. +: ,:n,�'"a�.'d;u 33., �e,�-;� ,.;*�at�''a � � .,.. .. . �� � ,' . � . . � . . �. . ' .. � � . � p�. . � : . � . ., � , , .. ,. . t:. '. ' . . � . � . . � . . . - c .�. . . j �� : . . • . � . � ._, �� ' � � . � . . . . . . J� � � � .. � �.. �� �. 1 . i � . . . � � . . � � � . . . � . G� .. . �p`� � . � . � . � � : � � . � . � � �� . . . . . : � � . . �{ . 7p � . ..�� r .. � : . . .,: .. � .. � : � �r . - ,. � ��::. �. ... � � . . . . . . . � , / . .. . � �. i! . . .� . , . . . . . �� . . . . .... . � .... . . $�' . � . '� � � . . . . . . � . � - 2R', � . . . . � .. � �: . ,� ,�> .... . � . . , . . � ' . � . . � '. � � � � � � ._. __._�_�� ____..�___._ 1 , � .__. .rv___—____.. _ _ _� _._ �p.� _ ��mme��..��.�e�_ _.�.�. �___ ,� 5 �m�� . _._ ._ �...._� �_� ___....�_ � _�m�.___.___. _._����_. ___ �__—_ _ �_ ___ _ m ._r.w_�.�. � ____��� ..�.�__ . ----___----- � � � _ _____ :.�. �:,. M �0����.].1G SUl'jT �� � Leg� d�scz�pt�o�a: . P� �f L �� � l , ��aek 2, L ���a's �idge Subdivision, Filing No. 4, according ta fhe recorded plat thereof, E���� �� �y, Cola�ad�. I hereby certify t(lat this Topographic Survey �vas prepared by �ne and is an accurate representatian of the topography af Lot 11 on June 2, 2006. `�����e.��, , , � ��, , ,�ej� `1����.�Q��OQ RECisr�''�P,,�' �, •• ��. ' ' � �'.- ; ; , � - = '. CF�h'• . . �� � e�. . 2 °Z� o .. : � �-''� �•---'_`�---- Date = �Le1a�d-�,I,�ck�erJ �'LS; �5@6 y . . 4 � , � 70 • • °'w, : ; p.,,. a� � Z , �.� .:� ; .. . . . . . � . . . � . � ir ��(ar �. � � � �� �a � � . . � . � . . � � . � . � �. . . . � . � . . . � . '�/ V ����H�e �� �` � \` . . . . � � � . . � � � . . '. .,����,' �yAl„t���```,�<<. � 8424,0' � ,���,� � / � R 850.0036 40�' t ,� L=70,20� g ��� � Ds� LCB6S 86°00'37" W 1 �OtCS: �ti'4 / . � e���'�' r _ 1 } Ptatted easements are shown. G � • � • i . � 2) A title paiicy was not pravidcd for this suvey . � " ��n 3) The contour interval is 1 foat. / �s,� ��t, ,� i � �� �,� . . . . . . . . . . . . / • . . . . . F iy ' . 4} Elevations are based on the se�ver manhole rim sliown ltaving an elevation of 8426.0' , � � f'� / , 5) The house lacarion, size and shapc is based upon the Improvement Survey Plat 1 Land Survey Plat prepared by E2gle Valley Surveying Inc., Job No. 76, dated 08/OS/2005 . 8424 .4' � " � .4' asp 6} Refcr to the I�z�provement Survey Plat for complete lot infarmation and house detail . - � � ' p i � - l � � � r � electric manhale �Q� p5 as Address: 1462 Aspen Grove Lane ' / op�E' $424 .6' x C � � p�'� � 5 .4' asp a x 8425 .2' \�� .4' asp ,\ ��, ° Lot 11 - 8424.G' x> 1 .543 Acres � � l f 842 - - ,�„ I - - - - ,' �� � Q��� � , - - i- --- - - I __ � � - - - - - - -- - � * . �50� , ��o� . , , _ _ - � � � � � � �a�e v ----- - ,- -- - --_ _ �,�a� � s�a6.a� X �6�.- - — Sca�e � "= 10' �,�'Pe� ' ;� O � ; a � a 20 30 40 �a 6a sewer manhole ,�` l �' � ' l rim elevation = 8426.0' ', `��� � � I , _ . . _ a aa2 .5' asp �°``� N , -- �`}ti%� ���� �? Q � y 3 - .,�, � ^:r�,�' �426 : _ ` .5` asp .o' as� ._ p. � .4°��,-� �y`':- � �.. - ° 8426. 1 ' x x 8426A' .r.� ,� .►..�, a .� r�� _ �,� ,� . _. . . _ . _ x 8426.3' gas ter- - t� , �'„�,>'� ( � u " � � � � '" � � � � wate ve slab waik - - 3- .4' asps � � , `' • � elec nc ` ter � 8426.3' x,,, � �' � ` • �. pho ' ox � ,� . ' ' 8425�9' x , • �. . � ` - �426 .8' x � ____-------aa2 � ..- � � �°�'� ' ,� � ��.-�''/"� ��'� o • �cl�� • '' � � —/-�,� _ � ._.._.--_- _-_ _ ' -� ' aa2 :" �''"' - � _ _ _ _-- _ ..- , ' , /''� cnd 1 .0' steel pipe _ . ___ .�—�—_ .. . _ _ _ _ _ _ .� .� ""' -') � �__� _, 8426.4' x.. : -, �r - _ _ �_ � . � : w� �� , ' existing house ( see te Na . 5 and 6 } , � t . � c � . � �� � � � . rt �� �F c ��� ,.�. ��' �,��'� ���� , o`�°` � � �� ��, � ' �r%�'�o�`� � � � 119 � � � � �',e,. . � �,, , ' C.s ' � ������ - _ - � � __— - '- ---� -- -._ __ ..... _ _ --- - _ _ �' � �� � I � �- � _ __ � _�_ . �� �� �,� � � 1 � � � ��- � . _ _ ��� � � � �� �� . .� � � �� .. - ���� � �� _ __ _ _ _ . _ __. . _ � � � � � _ _ .._ _ . . , . . �� � � - � ) Note: Accardln ta Calorado law 4u must commence an le al actton based u on an defect on th�s surve witl�ln three ears �.Rer ou �rst _ ,�' �' .� �' , � . � -- � 9 Y Y � . P Y Y Y Y � � �,� � �, � � '�' <discover sucli defect. In na �vent may any acfion based upan any defect in tl�is certificate be commenced �nore than ten years from tl�e date of — _ _ - _ _ ' certification shown herean. . 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RE itvFORCEMENT GONTR�GTQR � ��? p� ��.� � � TD M�TGFf EXISTINC EXISTINC� SL�.B �aTUGGO 'fEXTURE ON C�RAPE ANP � ( � A , ALL RE INFORC ING SHALL BE H IGH - STRENGTH DEFORMED BARS GONFORM ING TQ ASTEA � � �R i0R TO INSTALLAT ION OF MECHAtd ICAL AND E � ECTR ICAL EQU IPMEIdT QR (�TtiER ANR GDLC�R. �°°'' �°�� �� ��`�� STEM WA.LL :� ITEMS TO � E ATTACHED TO THE STRUCTURE , ENGINEER S AP�RQVAL �F Cqh!►VECTIbtdS R� : PL.�N Afi15 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS �RFiICH SH,4LL � E AR1Q SUPPQRTS SHALL BE 0$TAINED , UfVLESS SPECIFICALLY DETAILE� ON STONE VENEER DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A706 GRADE 64 . ARCHITECTURAL P,ND STRUCTURAL DRAWINGS , RESRECTIVE �U�CCN�ITRACT'OR ShiALL Fl1RN 15H ALL HANGERS , CONfJECT IONS , ETC , , REQl3 IRED FC}f� INSTAI� LA7' IOh1 CiF RE : ARGi-f a Q � , WELDED WIRE FA�RIC SNA� � GONFORM TQ ASTM A185 GRADE 65 AND SH�4� � BE HIS tTEMS . - � �. � '� � �a ; ' LAPPEQ ONE FULL MESH AT SIDE AND ENQ SPLICES AND WIREQ TOGETHER . —'� � ��� o o °; o0 0 0 . P R OVI D E ,4LL EM B E Q� E D I T EM S IN S T RU G T U R E A S N O T E Q d R! P.R�H I T E C T t 1 F 2,4 L , — (—�—� tl4° ' qO9Q ° �' ' �� � • Q� � ° a� e ��W � - I 111=�( (=�=1 ° ,'C7o°>�? �°O ' O �oRd'Oo°>�� � C . PO�YPROPYLENE F IBER RE INF4RC ING SHAL � HAVE F IBER LENGTH CQORD It�ATE WITH � '-� ' 1=111- �-(11=111 � � � ��.'� MECHAN IGAL , ELEGTR ICAL AND STRUCTURAL DRAWINGS , M ISCELLANE�US EM� EDQED < - II-I 1'=11 �' � :- AGGREGATE S IZE AS PER MANUFAGTURER ' S RECOMMENOAT IONS . ,4MQUNT OF F IBERS =���_� �j��j�- _ � 1=11 =11 fTEi�S RI�IO ANGHOR BOLTS SHALL BE FURN ISHED BY STEEL SUPPL IER ANp INST,4LLED PE2QVIPE �SPHf�LTIG � � � a o 11=11 � ' ' �-111 SHALL BE A M IN IMUM OF 1 , 5 lBS fYRQ3 OF CONCRETE OR THE AMOUNT REC4MMEiVDED �Y BY COPICRETE CONTRACTOR , STEEL SHALL FU � F I LL ASTM A36 . M�.S7' IG P?�INTED o IIIr „ � �i) THE MANUFACTURER Yl9-i1CHEVER IS GREATER . = G9 L 4X4X3/8 " ,�TTAGHEP ' #�F ,X ' � E . PR�V IDE ASPHA� T IC MAST IC - COAT ING ON ALI. S7EEL Ahl� Vs�OL7 �x�osEa �a E�RTH . W� TH 3/4" d� � 5 " KWIK � d�T � '_C} ° �,;, ` � D , RE INFt?RCEAAENT PROT' ECT ION UNLESS N�TED OTHERWISE : L .T I " R..r 2 �_� �� 1 . CONCRETE POURED �GAINST EARTH 3 °` F , SU�PAIT SHOP AND ERECTIQN DRAWINGS TO ENGINEER FOR � EVIEw OF ,ALL COM1lCRETE � JN 1063 , 4 , 1 SHALL BE SUBMITTED TO THE BUILDING 2 , CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH } 2 " � EINFORCING , STRUCTURAL STEE � , LAMINATED V►C30D FRAMlNG MEM6ERS , VdOaQ ' OFF IG IAL AND THE DES IGN PR�FESS IONALS AND REV IEWED PR IOR TO INSTALLAT IQN . 3 . GOLUMNS AND BEAIv9S ( T iE BaRS ) 1 - ry �Z " JO ISTS e LQG FRAM ING MEtv� ERS e STEEL OPEN WEB JO ISTS �tVD 6�AETa4L I) ECK . �'HE a 4 , SLABS AND WALLS (NOT EXPOSED TO WEATHER } 3 /4 A�ANUFACTUR ING FABR ICAT ION OF ANY ITEMS PR IQR T4 I1`TEiV REV IE11V OF SHdP , f2) - �� GQP�T1t�lUOUS B . ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED 5 . PRECAST TEE LEG � - � /2 �� pRAWING� WILL � E ENTIRELY AT THE RISK OF THE C�1'fRACT'OF2 . ��'� ��� ��TQ� ' PROFESSIdNAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS . �� , �;, E , REINF�RCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE Wil'H � , WqTERPR40FiNG , VAPOR BARRIERS , WATERST4P , ETC „ SHA� L � E AS SFiOln�l �N THE � � 3 , TESTING , INSPECTIONS AND OBSERVATIONS: SECTIONS 7 . 5 , 7 , 6 AND 7 . 7 OF ACI 31 $ , LATEST EDITIQN , ARGNITECTURAL DRAWINGS AND AS INDICATED IN 'fHE SPE� 9Fi �A'T106dS . 4 F2 . � . 4 Q � a . d� 4 ' � �� �: R� � A , THE STRUCTURAL ENGINEER DOES NpT PROVIDE INSPEGTIONS OF CONSTRUCTIpN , F , fV4 SPLICES dF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR H , ALL t�ASONRY AND STONE VENEERS SHALL � E ,4TTACHE[� T� INTE� IOR Ahl� EX7ERIOR d ° � ' ° ° STRUCTURAL ENG INEER MAY MAKE PER IOD IC OBSERVAT IQNS OF THE RUTMOR IZED BY THE STRUCTURA� ENG INEER , LAP SPL ICES , WHERE PERA� ITTED , SHALI. WALL � AS SPEC I F IED IN SEGT ION 9405 QF THE INTERNA�" IC7RIAL �lJ IL,D IN(; G�JQE . � m V ° ° GONSTRUGTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED BE A N11NIhAUM OF 48 BAR DIAMETERS FQR �6 BARS AND SMALLER AND SHALL � E A - ° � ! �!� INSPECT IQNS BY THE GOVERN ING AUTH{7R IT IES OR SERVE AS "SPEC IAL M IN IMUM OF $0 BAR D IAk9ETERS FOR # 7 ANp #8 RE INFORCEMENT UNLESS N01' ECD I . �LL D IMEfVS IONS ON STRUGTURAL ORAWINGS SHA� L � E �HECKED �,G� I �JST F I Ei�D A�1fJ j� � _ _ ° tl � 6 II� IIII _ _ ' 111�- ��'y1�1rc1� � �� T7LT��1 INSPEGT IONS " AS A�AY BE REQU IRE� BY CHAPTER 17 OF THE INTERNAT IQNAL pTHERWlSE . MAKE ALL BARS CONT INUOUS AROUND CORNERS . AFdCH ITECTURAL ORAWINGS , I- �- - - -II I_III-111- -II ��� i� v a�v ��i Ti ' ' ' I IQ � � rii. ' '=_ BU 1 �D I NG COD E , — -���- Engineers , Inc . G , PLACE TY�p #5 (PER $ " TH ICKNESS ) WITH 2 ' - 0 " PROJECT ION AROUND ALL OPEM1I IiVGS IN '� `� u�`� � �� , „ J . CC3NTRACTOR SHA� � VER I FY AL L ASSUMEQ EX I ST 1 NG C�ID 1 T I qM1i� . l F COtVD I T I phlS B , THE FOLLOW ING WI�RK SHALL BE INSPECTED BY THE SPEC I AL INSPECTOR UNLESS GONCRETE W�4� I�S , SLABS , AND BEAMS , ALSO PROV IDE TWC� #5 X 4 - 0 D 1 ,4GON,�I. LY AT ARE D I FFERENT THAN ASSU�AED , NQT 1 FY ENG INEER . � —� Av�n SPECIFICALLY WAIVED BY THE BUBLDING OFFICIAL . EACH CORNER . �- � � i �, I P.(k. .t3c�x. 15�7 1 , SO I L PREPARAT ION H . CQNT INUpUS TOP APlD BOTTOM BARS IN WALLS AND BEAMS SHAL � BE SPL ICED �4� 70 73enchmark Raad, 5uite �?(}4 F4LL0 ; TOP �ARS AT M I OSPAN , BOTTOM BARS 4VER SUPPORTS . Avon, C Qlc,r�do t3lfi�tt o . EARTHVtI�RK EXGAVAT I ON , PLACEMENT AND CaMPACT I ON OF F 1 LL �`� a� � I � �� eB FAX (a70} �}43--44C35�# , AND IN - PLACE ORY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE $ , STRUCTURAL STEEL �MAII, avan�`rxioi�roe-fliewell.com ' WITH THE APPROVED REPORT . J A , ALL STRUCTURAL STEEL SFIALL CONFORM TO ASTM A36 EXCEPT WIpE F�dNGE BEARAS � � I�0riVe2° 2 , CONCRETE CONSTRUCTIQN WHICH SHALL COiJFORM TO A5TM 992 , ( 50 KSI ) AND EXCEPT PIPE GOLUMNS �IICH " � � , �4 - 1701 Wynkoop � ��ree�, Suitr� 2007 SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500 , GRADE � , I.ATE57 � � Denv�r, Col�i•ado SC12f12 a , PER IOD IC INSPECT ION OF RE INFORC ING STEEL , INCLUD ING PRESTRESS ING ED I T iONS , STEEL SUPPL IER tv1AY PRQV I � E ASTM A572 , GRADE 50 AT H IS OPT 1C7N . � � �3C}37 �i23_4977 TENpQNS ANQ P � ACEMENT , M ISCE � LANEOUS EMBEDDEQ ITEMS SHALI. BE A36 STEEL , 1�AX {3(�3} t�23 -66fJ� b , PER IOD IC VER IF ICAT ION OF USE OF REQU IRED DES IGN M IX . ENiAIL, denv�ra rraoenroe-newell.com ' ' c . CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMP � ED TO g , STRUCTURAL STEE � SHALL BE � ETAILED AND FABRICATEO IN ACCORDANGE WI 'fH THE � ' , FABRICAI'E SPECIMEN FOR S1'RENGTH TESTS , PERFORM SLUMP AND AIR LATEST PROVISIQNS OF ,41SC "MANUAL OF STEE � CONSTRUCTION , '� � � CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . F1`ISC� d , CONTINUdUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR G . SUBMIT DESIGN GA�,CU �ATIQNS „ BEARING THE STAMP AND SIGNATURE OF THE PR� FESSIANAL ' PROPER APPL ICAT ION TECHN IQUES , fi19 IVtairr SlrCet, St�ate '7 ENG INEER L ICENSED IN THE STA7E OFCOLORADO AND EMPLOYEQ BY THE STEEI Frisco, Cal�racic� 80�43 FABR ICATOR , FOF2 ALL CbNNECT IOIVS NQT GQA�' LETEI.Y DETA ILEQ ON THE STRUGTURAL t`�7�) �b�--��7� DialLL ANC� �?A� (�370) 668-3789 DRAW I NGS ARID FOR APIY PR9POSEQ ALTERNATE CONNECT I ON DETA I LS . �t�OXY (2) - #5 �7ViAIL triscca a monro�.-ne�x�e.lt.c„cjtn 4 , FQUNDATIONS X I '-6 " WITH p , STEEL FABRICATOFd SHALL NC?T RECEIVE ADDITIONA� COMPENSATION FOR SHOP 4 ° MINIMUM A , MAXIMUM SOIL DESIGN PRESSURE 3500 PSF QRAWifVG TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NpR FOR ANY REVI � IQ�I� EMBED USINC� TQ P IECE f?RAININGS PR 14R TO ENG INEER 'S APPROVAL OF ERECT ION DRAWINGS , HIT izE 5C�0 B . THE ALLOWABLE SOIL BEARING PRESSURE ASSUMEQ IN aESIGN IS 3500 , THE EPpXY ����°`� CpNTRACTQR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE g , yyppp � /��j 66i9qy FOUNDAT ION EXCAVAT ION , SQ i � S ENG INEER SHALL VER I FY IN WR IT ING THE ACTUA� N�W STEM Y�.LL ���8@°�,� '��� +,�� Sa I LS CAPAC I TY IS E4UAL TO OR GREATER THAN ASSUMED , �4 . A� � FRAM ING AND TRUSS LUMBER SHALL BE DRY DOUGLAS F IR , LARGH , GR,40El7 BY P�ND SPRE/hD � � �� �"�@�¢'�� , , WESTERN OD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL Bt11L� I �G FCaOTING � A �:� '. C , A� L FOOTING BEARING ELEVATIONS SHONR� ARE ASSUMED . EXACT BEARING CODE AS FOLLOWS: t ;� EIEVAT1t7NS SHALL BE VERIFIED IN THE FIE �D WITH ACTUA� CONDITIONS BY ° ' GONTRACTQR WITH APPROVAL OF SOILS ENGINEER AND ALL �OTTOMS OF FOOTINGS 2 " THI �K - 4 " T0 6 " WIDE (WALL STUD ONLY ) STUD Fb = 740 PS ! �XISTIN�a • SHALL BE A M IN IMUM OF 48 " BE �OW EXTER IOR GRADE , 2 " TO 4 "' TH IGK - 6 " AND WIDER NQ , 2 Fb = 90� PS I STEM WALL ..� °°�s������ �� 5 " TH ICK - 5 " AND VdIDER Np . 1 Fb = 1350 P� I .4ND FOOTIN .("'.� `��` • ° �.�, � f�, D . ALL FOQT INGS ARE TQ BE P�AGED 4N F IRM � UNQ ISTURBED � NATURAL SOI � OR NOTED ALLONVABLE STRESSES ARE M IN IMUMS AND FOR NONREPET ITVE USES Pf21OR TC3 C)� ��°�,,�.�{E.�''' PROPERLY C�MPAGTED BACKFILL , APPROVEQ BY THE SOILS ENGINEER . BACKFILL ALLdWA� LE STRESS INCREASES . .�.. . SHALL BE COMPACTED TO 95 � (MINIMUM ) MODIFIED PROCTOR DENSITY PER ASTM ' D1557 UNLESS OTHERWISE RECOMMENDEQ IN THE SdILS REPORT . IF SOFT SPOTS ARE g , WHEN PRESERVATIVE 1'REATED LUMBER IS REQUIRED BY CODE A� L CONNECTIOPdS A�lD ��� ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FIL � (RE , SOIL NAILING SHAL � � E ADEQU�iTELY GALVANIZED (DOUBLEDIPPED OR BETTER ) , _� � REPORT FOR DESCRIPTION OF BEARING S41 � ) , C . TREATED SILL PLATE LUMBEf� PAAY BE HEM - FIR , STRUCTURAL � 1 GRADE , I'��111= = - - E . CONTRACTOR 5HALL BACKF I LL EQUALL.Y ON EACH S IDE OF FOUNDAT ION WALLS IN 12 �^� I�-�ITI���I�lli pF�ILL P�ND EPDXY (2) - �5 X I '-8 " INCH MAX IMUM VERT ICAL � i FTS OR AS RECOMMENDEQ IN THE SO ILS REPORT , REFER D . PROV IDE ME1'A� CROSS BR IDG ING NOT OVER $ ' ON CENTER FOR ALL 2X ViK?OD J415TS . WITH 8 " MI �IIMUM EMBEP Ur-✓- ING HIT TO 501LS REPORT FOR BACKF I � L MATER IAL , SOL ID BLOCK ING BETWEEN ALL JO ISTS AT A� � SUPPORTS AND ENDS OF CANT ILEVE�S R.� �UO EPDXY,DC3 NOT DPWEL IS REQUIRED . �POTIi�lC �T 51MIL�R � F . NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLAGE AND PRQPERLY ANCH� ED . E , F�4STEN A� L QD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDIJLE � � I � CONCRETE SLABS SHALL BE PROPERLY CURED , TABLE 2,3d4 - 9 , 9 UNLESS NOTED OTHERWISE , I � 3f4 �� _ s � p� �� � � G . CENTER ALL FOOTINGS UNDER WALLS , COLUMNS OR GRID � WES ' F , PLYINDOD DECK ANQ /OR ORIENTED STRAND BQARD , � UNLESS NQTED OTHERWISE ON PLANS . ' 1 , PANEL THICKtJESS ShIALL 6E AS SHQWN ON THE DRAWING . APP � ICATI4N SHALL BE IN ACCORDANCE WITH RECOtvaAENDAT ICNVS OF THE AMER ICAN PLYWiDC}D e � �. H , CON1'RACTOR TO PROV IDE , AT H i S EXPENSE , F I EI.D DENS 1 TY TESTS ON COMPACTED ASSOC IAT ION , �� P05T B?t6E , RE : PLRN � FI � L UNDER FOOTINGS AND INTERIOR SLABS - ON - GRADE . 2 . EACH PANEL SHAL � BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE POraT, f�E PL � : AMER ICAN PLYIM�OD ASSOC IAT IQN AND SHA� I MEET THE REQU IREMENTS �F ST4NE VEN�� R FIELD VERIrY I , NOTIFY SOILS ENGINEER WHEN EXCAVATION I $ GOMPLETED SO THAT CONDITIONS MAY U . S , PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYVk?OD . ALL PANELa R� : l�.RGH � X151-ING ` BE INSPECTED PRIOR TO P �ACEMENT OF ANY FILL OR CONCRETE , NMICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPQSED TQ THE (2) -5l8;' m H.,� .S. �R�p� WEATHER SHALL � E OF THE EXTER IOR TYPE . WITH 6 EMBED WITF-6 � � J , FQR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS , 3 , FOR FLOORING USE 3 /4 " T &G STURD — I — F �OOR SHEATHING GLUED AND NAILE� HIT RE 500 EPC7XY � ' WITH 14D NAILS AT 6 " 4N CENTER ALONG PANEL EDGES AND AT 12 " ALONG ' � p� � 5 , SLAB ON GRADE I NTERMED I ATE SUPPQRTS . � —TI=1 a 4 1=11I— 4� � � 4 , FOR ROOF USE 3 j4 " t4$ f24 SPAN RAT ING EXPOSURE I SHEATH ING NA I I� EC7 - =�T(-�T -I11=JJ1=11 - � A , THE SLAB ON GRADE SELECTED BY THE QWNER AT THE GROUND FLOOR � EVEL OF TH IS W I 'TH t OD NA I LS AT 4 " ON �ENTER ALONG PANEL EDGES AND AT 12 '� ALQtJG - I-III�J�j=111- 1=111-1�-111-I - BU ILD ING HAS SOME R ISK OF MOVEMENT , THE SLAB OPT IdN CHOSEN AS PROV ID ING " '-" I-111- � -III—I "—" ' I NTERMEp I Al' E SUPPORTS . =1I1=1 4 I-l= � � (� SU ITABLE PERFORMANCE AT A REASONABLE CQST RE4U IRES 2 FEET OF OVER — F , EXTER IOR WALLS SHA� L HAVE ONE LAYER OF 1 /2 " EXPQSURE I PLYWOOC} �Jh I-IZ; ;J_I.I ,-1_ � s � ��oou► ' EXCAVATEQ FI � L TQ BE PLACED . REFERENCE THE PROJECT SOILS REPORT FOR pS� SHEATHING NAILED WITH � d ( OR 10d ) NA1 � 5 AT 6 " ON CENTER ALONG � Ah1EL � SPECIFIC REQUIREMENTS . EDGES AND 12 ° ON CENTER AT INTERMEDIATE SUPPORTS , ALL PANEL EDGES SMALL - �p � PRC?VIt�E PQSPHALTIG • � BE BI.QCKED , Q � ° " � � B . THE PREPARAT 14N OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STR ICT P�t�.STIG P.4INTED - � � ACC4RDANCE WITH THE PROJEC7' SOILS REPORT REFERENGED ABOVE � THE PERPENDICULAR TO SUPPQRTS WITH END JOINTS STAGGERED , � �4� _# � , � L 4X4X3/& " ATT�.GHER • � 6 . FLOORS ANQ ROQF SHEATHING SHALL BE INSTA� � ED WITH TNE FACE GRAIiV m q iY� WITH (I} 3/4 " � X 3 1/2 KY�IIK CONTRACTOR SHALL D IRECT QUEST IONS REGARp ING THE SUBGRADE PREPARAT ION 7 , INSTALL SU ITAB � E EDGE SUPPORT BY USE 4F P �YCL IPS , T4NGUE AND C�UWELS s �iG?LT Iil E�GH 51DE OP � RE4U IREMENTS TO THE GEOTECHN ICAL ENG INEER , GROOVE PANELS 4R SOL ID Vk70D BLOCK ING SUPP4RTS . REWFORGINC-� G4NGRETE PILASTER � ' f�E : PL�+T�t q � s � C . MOVEMENT OF THE SLAB ON GF�ADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED G , V�Qp DECK TO BQTH THE SLAB ANd OTHER PORTIQNS OF THE SUPERSTRUCTURE , ISOLATION � � � ' � ETAILS FOR PARTITION WAL � S , BASEBOARpS , PIPING AND OTHER ITEMS MAY BE W04D DECKING SHAL � BE 3 '� NOMINAL T &G DOUGLAS - FIR LARCH ( E = 1 , 700 , OOC1 P � 1 , a a REQUIREQ . REFER TO THE APPROPRIATE QRAWINGS OR CONSULT WITH THE Fb= 1 , 450 PSI ) WITH RANDOM LENGTH CQNTINUOUS LAY - UP , ALL PLANKS SHALL QE END a � R E S P O N S I B L E M E M B E R O F T H E D E S I G N T E A M P R I O R T O G O N N E C T I N G I T E M S T O B O T H MATCHED ,4ND ALL PL.ANKS SHALL BE NAILED TOGETHER WITHIN 4NE FOOT QF EA CH THE SLAB ON GRADE AND OTHER PORTIONS �F THE SUPERSTRUCTURE . SIDE OF THE END JOIRIT , END JOINTS IN ADJACENT PLANKS SHALL � E A1' � EA�ST 4 FEE1' ' ° a . ° . ' . .� RPART , AND END JOINTS IN ALTERNATE P �ANKS SHALL @E MORE TH,4N 1 F�QT APAFdT �', ° ea � � 6 , CONCRETE WFiEN MEASURED ��QNG THE SPAN OF DECKING , EACH DECK COURSE SHA� L � E - �!• SLANT - NA ILED TO THE TOPJGUE OF THE ADJOIN ING COURSE WITH 8d NA ILS A'f 24 " �N �� � ° ° 4 ���� � ' A , AL � GAST - IN - P �ACE GONCRETE SHALL BE MADE WITH TYPE I / 1 I PORTLAND CEMENT , CENTER WITH NA IL ING IN ALTERNATE COURSES OFFSET 15 '� , NA IL EACH DEC�f IIVG I�III�.�_ = ;�_�II STONE AGGREGATE AND SHA� � SATISFY THE FOLI.OWING REG?UIREMEN7S: CAURSE TO THE SUPPORT WITH 2 NAILS - 1 STRAIGHT , 1SLANTED V►OOD DEGKING SHALL _ � 8E GLUED IN TNE GR04VE J� INT PER 7HE MANUFACTURER 'S RECOt,�vfENDAT IUN lNil"H til � R� i ���� CONCRETE ITEM F 'C MIX TYPE MAX W/G RATIO � AIR REQ . 40 PECENI' GLUE COVERAGE . FOOTINGS /QRILLED PIERS 3Q00 psi STD = _ _ � _ = H , LAMINATEQ VENEER LUMEER tv9EM8ERS SHALL HAVE THE F4� LdWING STRESS � � � � FOUNDAT I ON WAL � S (RES I DENT I AL ) 3000 ps i STD - - - - - - GAPAG I T i ES; F� = 2�00 PS I , E = 2 , OQO , QQO PS I , FC = 750 PS I , FV = 2� 5 RS I , �u i � r u� ' p�� � De���� F O U N D A T I O N W A L L S (C O M M E R C I A L } 4 0 0 0 p s i S T D M E M B E R S S H A L L B E C O R N E C T E� I N A C C O R D A N C E W I T H M A N U F P,C T U R E R S ` GRApE BEAMS ( KK } 4000 psi STD - - - - - - RECOMMENDATIONS � CONTRACTdR SHALL HAVE THE OPTION OF USING 3 tJ2 " OR ��4 '° � I ' °C� " INTER IOR S � ABS ON GRADE (COMMERC IA� ) 4000 psi STQ 0 . 50 - - - 5 1 j� " WIDE MEM� ERS . �pgWp� ��/ �/� INTERIOR SLABS ON GRADE (RESIDENTIAL � 3Q00 psi STD 0 . 50 - - - INTERIOR STRUGTURA� SLABS , 1 , PREFA�RIGATED tA�tOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS BEAMS , WALLS AND COLUMNS ( µ } 4040 psi STD 0 . 50 - - - REQU IREtv9ENTS ANQ /4R L4ADS NOTED ON DRAWINGS . SHOP DRAWINGS SHAI. L �r1��� �Y �� SLABS ON METAL DECK 35a0 psi STQ Q . 50 - - - INCLUDE CALCU �ATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER , PROVIDE EXTER IOR CONCRETE ( * * ) 4504 ps i STD 0 . 45 6 � - 8 % BR IDG ING AND BLOCK ING PER MANUFACTURER? S RECOMMEN6AT IONS UNLESS P�1'Q�@Ct N�. a7 �4 OTHERwISE N�TED , PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NO1' E ; * FOR ALL GONCRETE SUBJECT Tp SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD CENTER WNLL STUDS UNQER CENTER OF TRUSS LOCATIONS , op SALTS W/C RAT IO SHALL N01' EXCEED 0 . 4 , � RG'VISI�1'1S r' � -� � � � MAXIMUM SLUMP SHALL NOT EXCEED 4 . 10 . NON - STRUCTURAL ELEMENTS `_� i P(1 B , IF CONCRETE SUPPLIER PROPQSES USE OF FLYASH HE SHALL PRQVIDE OWt�IER WITH A . ELEMEfVl"S SUCH AS N�N - BEARING PARTITIONS , ETC . ATTACHED TO AND /�R � I� ETTER INDICATING COST REDUCTION AT TIME OF BI � . THE MODULUS OF ELASTICITY SUPPORTED �Y 7'HE STRUCTURE SHALL TAKE INTO AGCQUNT DEFLECTIONS AND � _ OF ALL CONCRETE SHALL EXCEEa WC1 . 5 33 f F 'G ( OR 57 , Q00 fF 'C NORMAL WEIGHT OTHER STRUCTURAL MQVEMENTS . � y C�NCRETE ) . B . FIRE PROT' EGTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL. �AEEI' — �' - ' C , CONTRACTOR SHALL SAWCUT OR TROWELCUT JO WTS IN SLABS ON GRADE � JOINTS A� L C�� E REQUIREMENTS FOR THE TYPE OF GONSTRUCTION SPECIFIED �Y THE SHALL BE SPACED 12 FEET AND SAV4CUT OR TROWE �CUT 1 /4 OF SLAB QEPTH X 3 / 16 " ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED � ' WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL S�AB REINFORCEMENT THROUGH UNRESTRAINED UN � ESS NOTED OTHERWISE , � „ � � g JO INT , � X12 LEDC".�ER ATTftGHEP TO � 11 . GENERAI. 0 , SLABS , TOPP ING , FOOT INGS , BEAMS AND WALLS SHA� L NOT HAVE JOINTS IN A � XISTING RIM BE3ARp (FI � LD VERIFY} '.�h. HOR IZONTAL PLANE . RNY STOP IN CONCRETE WORK MUST BE MADE AT TH IRD PO INT (? F A , ENG INEER �S ACCEPTANCE MUST BE SECURED FOR A� L STRUGTURAL SUBS'f ITUT IpfVS , WITH V2 " � LAC� SGREWS AT 6 ", °' SPAN WITH VERT ICAL BULKHEAQS AND HOR IZONTAL SHEAR KEYS UN � ESS OTHERWISE 5T.4C�E�ERED�, LEPGER S OVER HE?�D �IMILP.R �a� SHOKTI � ALL C�NSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE B , VER ( FY AL � OPENINGS THROUGH FL04RS , RO�F AND WA� LS WITH MECHANICAL ,4ND ' Q ENGINEER , ELECTRICAL �ONTRACI'ORS . VERIFICATION OF LOCATIONS , SIZES , LINTELS AND o RE(�U 142ED CONNECI' IQNS ARE CONTRACT4R?S COMPLETE RESPONS IB IL ITY , .Q.TT.�.GH t'�t1 ��) -2X12 � E . ALL CONCRETE iM�RK AND REINFORCEMENT DETAILING SHAL � � E IN ACCORDANCE W I TH AC I BU I �D i NG CQDE 31 $ LATEST ED I T I ON , UN � ESS NOTED OTN ERW i SE , USE PEGiG BEAM Tp (E) � STANDARD HQOKS FOR QOWELS UNLESS NOTED OTHERWISE . AL � EXPOSED EDGES OF C�� - 2X6 POST (FIELP GENERAL N�TES • DETAILS , ir,n CONCRETE V�C}RK SHAL � HAVE 3 4 INCH CHAMFER . 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