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Home My WebLink AboutB14-0403 plans approved i • � a EXISTING FRAMING PER EXISTING Lt?G WALL AND PLAN TO REMAIN . BEAMS Tt3 REMAIN ��* {�- � ____ ____ � �TRUCTURAL SPECIF � CATIC? NS � 1 } Foundation design based upon "Sails Repark", Job 16322 as prepared by CTL SIU} General Gontractar is responsible for all non•specified cannections, cantact en- --. —.'_ � z z � � � � �—� THt�MPS+C►N, tNC. dated t 993. Msacimum soils bearing capacity of3000 psf. gincer for d�taits as required. The engineer is to apprave all siructural substitu- � �°z ,� — — - - ' h All foc:�tings are to be�r upan natural undisturbed soit or campaated structural �[l tians. VYi' 15 x 58 LEf INTO c.r u� o � � t,�Q �i as approved by the �oits cngineer. Submit copy of report to engineet, 1 ! } Genera! Contractar is ta coorc3inate a1I diaphragcn penetrations (i.e., chimneys, � - q2' DiA. LOGS � Q � •— cV � 2} All founda#ion around �serimeier af structure shall have rninimum frost proteciion plurrtbing, sewers, etc.) thraugh slabs, walls, faotings and foundation walls with �yE �`' � ' ap af 48" to bottam of faoting. appropriate sub-contractars. General Caatractar is respansible for the means, � � � � � � � ' �h 3) Atl cast in ptar.e concrete must be made with Portiand cement and attain mini- methods, techniques, sequenc�s, procedures, workmanship, seasonal scheduling 0 � � i— — (� d� mum compr�ive strength af 3{1Q0 psi after 28 days. Design based upan BUILI}- and job-site safety assaciated with tttis praject. The General Contractor is to ver• * � � � � � � � ING Ct}DE REQUIREMENTS FlaR 1tE[NFORC�D �(JNCRETE (ACt 318}, ify al1 dimensions and elevations with the architectural drawings. Notify engineer 1Q�2 � t949. Concrete ptacement to canform with "Construction Requirements" as de- of alt conflicts and amissions between various elements of the working drawings • z � � �� . � ____ � �,,,,, fine� i� AG! � l8. All exposed edges of cancrete st�all have 'l�" charnfer and the existing conditians priar to commencing with that partion of the project. vr�, � i �.`'��` O ____ (('� 4) Reinfarcing stee! is ASTM Grade 40. Reinforcemeai placement shalt canfarm ta ldentity af att hidden structural elements based upon canstruction dacuments as � � � � � � � �" MANUAL OF STANDARD PRACTtCE, 2IX? I as pre�ared by CRSt. A11 tap pnepared by PtERG�, SEGERBURG 8t SFAEH ARCHiTECTS and NtCOL + p i � `° o � splices ta be minint� 36 bar diameters, alt harizontai reinforcement to be con- HOFLAND ASSOGIATES. iNC. dateci 4- 19-93 . � � � a �' tinuaus arnund et�rners and at wall intecsections. Minimum reinfarcement pnutc�- � �� 1 materials exposecf ta exterior and or maisture canditit�ns shall be treated for � � these conditians i e„ chemical tre�tment st�inin , intin dam roa�n , mem- x �� tian- (� • , 8 A� 8, P 8 , � i � t�� _____ ..�.. branes, flashin TS 8�Q.��31'8 BEYQNQ w13i4 eu E°'°- .., u. °° -con�rete panrcd against earth 3" g, etc.} as required by caie. A!1 materials to be tre�ted for fire re- p � ,� � i u� � p UTA LAG BU�.T INTt? EACH w p � i � � � „� "�' -p -cancrete paured in forms 2" SISWIIC� AS TCt]tltl'� l�y COiI@. F' _ � ry � � .�,. . .�,., 1*f � LOG. PRQNIDE 2" DIA ut � � tV �, -concrete siabs I " a� t? � r � � � t� ACCESS NOLE THROUGH � rn 5) Structural steet shail be ASTM A36 or better and balts shall be A307' or better. tNNER T8 WAE.L `p w � � , —~'- �. � � .� v Steel beam ta be A992 ar better, T� calumns to be A500 Grade � ar bettec. A!! — StrUCIUCSE StCCI IS t0 �C tlCtBtIC(�, fabricat�d> painted and erected in accordanc� with � � d TS 8�f8 TU BE EX15"17NG BEAM TO REMAIN � c7 � .� � � AiSC STEEL CONSTRUCTION MANUAL, 20U5 and �Gt?DE C1F STANDARD � � � > PRACTtCE. Ati welding to be perfarmed t�y a certi�ed wetder and conform to o WELDED TO EXiSTING ' ' """�` ' � AtSC �nd AWS STRUCTURAL WELDCNG CODB, 2fK}Q, all electrodes to be W 16 x 36 BEttJW `___°� ° --�- -- — EE-70XX . �raut beneath all base ptates and bearrt bearing ptates shall be non- shrink epaxy witti �rtinimum �8 day compressive strength of SOOU psi 2' q• q,* 2" EXISTING � EXIS7ING 2'x10 � t8' a.c. TO 6} Live loads used for design- 1!4" � BASE RtATE �RAMING PER ____ .� � ____ � " . -Raof-80 psf snow. 1/2" x '12" x 1 '-0" PLAN TO REMAIN � 58'-0" �'� -Floor-SO psf residentiat. 2' w/ 4 - 112' DIA, ' • ' � �� -Wind-90 m h 3 second st Exposur�e B. ANGHOR BOLTS � � .----- - - .--. _�..__. �,� Y. . ,�� P ( 8u }, . -��-zon� e-t �c. �- -}- i EXISTING BEAM TU REMAIN �� ?��,�y ']} A[1 canstructia�n must comply with the 20I2 Incernationa1 Building Code as � .,,�. �" + i i 4 � � y `...: adopted by the Town of Vai! Building taeepartment and the *`General Canditions of � .�. � _...� � � ____ ° . . , ; � the Contract for C�nstructian" (AIA Document A201 ). All construction musi be ♦ ♦ 1/2" WEB � ____ � _ � �- �„ � . ^ ,`� � � completed within the talera�sc�s described in the "R�sidential Construction Per- �5�,. �* c.; forrnance Guidelines" as re b the NATtONAG ASSOCIATION UF 2" TS 4x4x1/4 IXISTING W 16 x 36 STIFFNER EACH �.r.�� r�, ��4 ,� `• «� .,.� �ti ., P F�� Y PER PLAN TC) REMAiN SIDE OF WEB WAilS TQ s��,�.} , HOME BtJILDERS. 8) All structural memt�ers are shawn in their fina! positians properly braced and sup- 1 '-�" :�� E2EMAIM , parted; dw�ing canstruc�tion it �nay be necessary to temporarity shore �rartioas of �� the swcture while other partians are being canstructed. Gontact [he engineer far 1/4' ,� 1� 118" 3 SiDES TYP. — -- consultation as required. NEW FOUTING =� 9) Al! lumber shall be Doug-�ir #2 S4S or better (alt l �umber within t 8'* af finish BAS E PtATE '1 PAD PER PLAN 1t4" 4' grade or in cantact with cancrete must be wolmanized}. Alt timbers are Doug Fir ,�1�� # 1 or better. Pravide solid blacking at 8'-0'" an center in all diaphragms. At! col- 3/4" = 1 '-{?" �., umns ta be contincsous t�in� ta faundation. � � -. .f . . ,...? £� t�;: '..,. ? { � . n ; ti `}f 3° y R � � e . S 3 4 +.4 Y t �ai Y k � �, ,.� ._°a -..,,„� � ..,.. � f a d� �B .a. 9 : .. F�." + Y. .. x � � ;4� df j 3 ' �'� �z � SE �TIC� N $ e � .f s � ,�- = , ��- �A � 1� FL.C3C� R FF;A� IN � PL�A� .� � r �-y �__.. . _� � � � � . $ � � � � �� _a_ � �� = , �.�� n -� v _ � � � , , � �� _� �m . _�rr_ � . � � � Q � . --__ _ � v� u� _ � � :;;� -� W -- t� � - - � �' °� �.___ � � � . � 2 � � �� z . � � � z � r � � o � � W � ` _. _. _ _ _ ______ _. _ _ _____ ____ _ _ - _____ _ - � ._ _.__ _ _ _ _ _ _ _ _ � _ _ _. _ __- �-�- �' I ,�+ * I ,�' � � .. � > �� . � �� . � � � � . �- � .,..,,�� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ��, ��,� �, � �, � � � S'-0y+� " x 3'-A�"' x 10' 4 - � } �`�� y � � d ;5 � . . � yy . j �� KSSd` wiC Y' N ' " `�* : Y .. . � � � V �lF1N/ � 4i ! � � � � . i �YA dV�"� � 5�.� 5+� 'S ' Y f bi' � q)�y' ��x �'�.. �n„�� ` � �S �'�'.` � � q s�'�°,y`�,c2 ax �Y,�S 2'at '?s' � iL ,� t,� {e s tr g �+a . �. .. ��+ � �,� {� .� „, °Ul .s. ,:xk t . � •'`1a i . � �'L9313`,:+,3� § ,� .. e�i� � s{ v yf.. I"n x k a'* e}J� "'a$i- #.��'ly' s"'iro , �. " �� 5 �> ' T {t a» ' ,l�'.�'�^�'u' 4 '!V h . . � � :��`.� (.1 � � � � �► _ '+s9 S v `5,� a � � ,3x. .-�, u .. � »i- ;y�. e:�; �r i»r r ,t , '�`wi"� ' uE� A R a' �'>ws �,�a� z � � � h'� o,�.�"�^ x` � � �y. ��@ � � � . �� !� � � � � � € �p �'Ri t • 4�' z �'�'k� �r F��1'`^ ��, �s`�3 �'� '�' , � �.�sF �, � �,�„#s.°��Sx , i� "�''�X'"� .@h { � i►� /�y�^J� �� t � rk°`��.�5`'s w. ' `F.e� r i � �.� � �x"'2�� .anrt, �1" . ..� '�,. .r4 � �"" \.i R � #�1�1� f � �� { � �y, � � .� � � � ^ � �t�f�� O � � � � � � � S�1 � ____ ____�o wt' �s X 5s Ta ' • � �oo�r�r�G �a.� � h 1�� T1J� REMAIN � EXISTING 2 - 12' DIA L.OGS ` ... z e� � T" � i w/ 3l4" DIA. M.B.S � 24' a.c. a � d U 'C'�'� ci �" � �. � _ _ STAGGERED TOP AND 3 SIDES ' ai `�,�' c� � T' ¥; BOTTOM tX?l)NTERSUNK 1/4* z — � � oo , � �"'" ANt� Pl.UCCED � : � 3 L � � � � � ,> �, — — } = TS S�r318 w/ 3�i4` DIA x B" LAG + A��'�� '� � """'� & I BOLT INTO EACH LOG. PRUVIDE r; � ,,., � � _ � 2" DIA. HC�t.E THROUGFIINTERIOR a � • * } '' �r � TS WAE.L �OR BOLT TO 'FIGHTEN � �, PRQVfDE 1l2' x 3" x 9" ��`�'' � � � ��. 4 — �T-��Ei'ERIOR TS WAi.L ONLY ;' ----BE�RIt�tGPt7�1'1'E '�_ QQ a�i � � —�,---._....._ : � BElNEAl1i T'S B�Q�i18 � 4� � � � �. ° _ O _ , � } I i � " _ ._�t1aGNG� ' 1-- � ( FRAMING TC) 1t2' WEB � V3 �� ,�r„i.� REMAIN STIFFNER EAGH � 114" L�� 4/4" �' NEW Ft)031NG PAD � U' �.; � � ____ - - Sit?E QF WEB � 1/4' 6" ' 2'-6" x 2'-6" x 10' wl 3 - � _ �g'� # 5 BARS EAG�i WAY � "'� VF � � * �v . N . , � � * � � _._.� �. `---.,.,,,,,� EXIS7ING -. U8'��3 SlDES TYP, FQUNDATION ( � . T4 R�N . '� � � �� EXlSTING Vlf 16 x �S TS 4x4�c't14 r�vl �� Tt� REMAlN BEARING PLATE �� • • i!4 � 4 � �:� �/� /��\�� /� �rr x �• x s• � � v�• a• I 1 Yb� f�I1�� i �4I�Y � ��1M �� PAD AND STEEL. �� , ....� C4LUMN TC3 REMAIN i14" � � � - . — s _ �- � --� , � � � E �T1t� N A NC)N-SHRiNK ' �` � FUUTfNGPAiDSfZE F(� UNDAT � C�► N � LC)1N � R LEVEI. � �►A� II� U PL�AN GRQUT AND RElt+i�t}RCEMENT S 't NarE- F�� cooROi�►rE ��' ° �'�'" ��R Quw 1 /4" = 'I '-�?" wo�t ��' � � F � OPEN[NG 'BU�KS' Tt) HIE}E Al..t_ STEEL MEMBERS.