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HomeMy WebLinkAboutPRJ08-0287 B08-0235.pdf w , � � � ? � .; �� ' — METP.L ROOF TO � rv � GENERAL NOTES RE : PL�N M/�TGH EXISTING � 2 '-O " t � - EXISTING �.„`-� AS REQUIR�D BUILDING ✓/8 " PLYWOOD NOTE ,1015T5, ETG . 8 �' ' ,' µ � SHE�4THINC� 1 . L IVE LOADS USED IN DES IGN : FOR EQUIPMENT OMITTED MINIMUM APy y A . ROOF ( SNOW) 100 PSF GLEf�RANGE 50LID '�, ` RE : PLA.N , w,, WOOD JOI STS I � BLOGKING ` � , 9 ��. B . W I ND EXISTINC� EXISTING 51 I „; 12 � FASTEST M I LE 80 MPH GOLUMN GOLUMN � �� � .� x,, �Ym, MP�TGH � ` EXPOSURE B � . ., p' �/ i . � � � kv, � EXISTINC-� � � � . . . . . . � ',. � . . . � �S e�' Fe`8t+" °% p�,` °:. °m "t p°" 4'"P Fp ,.�an> � � ? . �p "` 9 .? u" t '' $E eJ' a° � ' �w� " ,6 r' •v ^'°"p,a r's' sv fx;+'°F 'a d »> � .�'� _''� �.�r?"� °�,f'.e�P' a'^ ,d�r ,^.r 2"a �' PF,t'F'�, � .F" . . � . . � (n'1'� �. . - � � . F a � y�,n, ' . 'S" �" ��r> p � ,s".eF'qY"��e'' s<f�fiA� F�.s � m° a' .£r" ,9' ,&' a , N ,tnk .r � p� .r^� .e� fi" !r •F'�` .°� P� y �.�5 ,tt�',' `/ts"` ;,eT P vY ;r' 3 dr.a;,1 t . , "�+"-`� . � . . —� ; ..., , m"� . ?' .oF°��..`��"���A° ,g�1 ,eV .� '� ,�.e�f:�r c' :�� .,' d .� � .-�` , > e° :4s s>" ,a%° .., �. n" � 1e �. ,a .�"� r%" r �r �" „ �"' . . e ;fi�l� .. ,�r` ;� ,4 �^ :, r .. ,,v „s .s* i �.f e� . . . w.... ��. C . CODE USED I N DES I GN : I NTERNAT I ONAL BU I LD I NG CODE , 2003 ED I T I ON . ° ° " "' °" � ,�* �p � `� � ' ��> � � �"��' EXISTINC� BUILDINC� z � I r"°��,�� i � ; 2 . STRUCTURAL STEEL � i �� � w � „�` , �� i .��m - - - - - - a�,r �°°� i � , ; A . AL � STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE COLUMNS TO � � "� ° � � "'� ASTM A500 , GRADE B , LATEST ED IT I ONS . l� \ \� - � � � / ��� I I "4A + ' � � i , ^ i i � � B . ALL STRUCTURAL BO �TS SHALL BE A325N . ALL ANCHOR BOLTS SHALL CONFORM TO a EXISTINCC � � �� (4)- V2 " � BOLTS i � i VL BEP�M RE : PL?�N � � � ` ASTM A307 UNLESS NOTED OTHERW I SE . G SLP�B-ON-C��DE I (MINIMUM) � � '°r ' V i i � C . STRUCTURAL STEEL SHALL BE DETA I LED AND FABR I CATED I N ACCORDANCE W I TH THE � i � I/4 " BENT PLf�TE i � T5 3 VZX3 1 /2XI /4 VL B�A�M � k � � U SIMPSON HURRIG�NE `v� ' �: , LATEST PROV I S I ONS OF A I SC " MANUAL OF STEEL CONSTRUCT I ON . " < SP�DDLE (MINIMUM) GOLUMN RE : PL�4N RE : PLP�N � � EXISTINC� EXISTINC� GLIP, ONE SIDE D . ALL WELDERS SHALL HAVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC IETY N GOLUMN GOLUMN EP�GH JOIST STANDARD QUAL I F 1 CAT I ONS TESTS AS OUTL I NED I N AWS - D 1 . 1 . �'; �'� ' � 1 � � BENT MET�L �� � � i �� NOTE - FI �LD VERIPY M/�T G H E� S T I N G E . M I N I MUM WE �DS TO BE PER A I SC TABLE J2 . 4 BUT NOT LESS THAN 3 / 1 6 " CONT I NUOUS � � S/�DDL� DIMENSIONS F I LLET UNLESS NOTED OTHERW I SE . � � THIGKNE55 AND 80LT � SIZ�S ,4ND SP/�GING � � � � � � � � Monroe & Newell 3 . NON - SHR I NK GROUT ��� i TO M�TGH EXISTINC� Engineers , Inc . ` � 3/4" = I '-0 ° A . NON — SHR I NK GROUT SHALL BE PROV I DED : EXISTINC-� � ' — � � 6 1 . BETWEEN COLUMN BASES AND CONCRETE SUPPORTS . GONGRETE � � � � � � 1� I � Avon 2 . GROUT SHALL BE COMPLETE AND HAVE A M IN IMUM COMPRESS IVE STRENGTH GURB (VERIPY) 51 I � P.o. BoX is9� OF ' 6000 PS I PR I OR TO ADD I NG BU I LD I NG LOADS ABOVE . EXISTING GONGRETE 70 Benchmark Road, Suite 204 ( I /Z " = I '-O ° Avon, Colorado 81620 (970) 949-7768 4 . WOOD M�Tf�L ROO� TO EMAIL avon@monioe�newell co5m M/�TGH EXISTING A . AL � FRAM I NG AND TRUSS LUMBER SHALL BE DRY DOUGLAS F I R , LARCH , GRADED BY � � � '� I � � � � � '� I � � � '� I ' WESTERN WOOD PRODUCTS ASSOC I AT 1 ON AND CON FORM I NG TO I NTERNAT I ONAL I �I, I � I � ��8 ° PLYWOOD Denver BUILDING CODE AS FOLLOWS : Y P , I/4" = I '-0 ° Denver, Colorado 80202 SHEATHINC� 1701 W nkoo Street Suite 200 2 " THICK - 4 ° TO 6 " WIDE ( WALL STUD ONLY ) STUD Fb = 700 PSI M/�TGH 2 " TO 4 ° TH ICK - 6 " AND WIDER NO . 2 Fb = 900 PS I (303) 623-4927 � � EXISTING FAX (303) 623-6602 5 " TH ICK - 5 " AND WIDER NO . 1 Fb = 1350 PS I � I � 2 EMAIL denver@monroe-newell.com NOTED ALLOWABLE STRESSES ARE M IN IMUMS AND FOR NONREPET ITVE USES PR IOR i � i TS 3 I /ZX� I /2X1/4 XSTNG � TO ALLOWABLE STRESS INCREASES . GOLUMN RE : PLP�N i i Frisco � i B . FASTEN ' ALL WC�OD MEMBERS W I TH COMMON NA I LS ACCORD I NG TO THE I BC SCHEDULE � � 619 Main Street, Suite 7 � � Frisco, Colorado 80443 TABLE 2304 - 9 . 1 UNLESS NOTED OTHERW I SE . � � BASE PL�4TE C . PLYWOOD DECK AND OR OR I ENTED STRAND BOARD . i i 3/4 " X IZ " X I '-O ° FAX (970j 668-3789 � I I WITH (4) 3/4 " N X 4 ° EMAIL frisco@monroe-newell.com 1 . PANEL TH ICKNESS SHALL BE AS SHOWN ON THE DRAWING . APPL ICAT ION SHALL EXISTIN� j j (EMBED) EXP�NSION 2X F,45G1 ?� BE ' IN ACCORDANCE WITH RECOMMENDAT IONS OF THE AMER ICAN PLYWOOD EXISTING T5 3 I /2X3 I /zXl /4 i i �NGHORS ?�T 10 " ASSOC I AT I ON . T5 3 I /2X3 I/2X1 /4 3/4 " SHIM ,4ND � i EAGH DIREGTION 2 . EACH PANEL SHA � L BE I DENT I F I ED W ITH THE GRADE - TRADEMARK OF THE I EXISTING �/�GE CROUT WOOD JOISTS AMER ICAN P �YWOOD ASSOC IAT ION AND SHALL MEET THE REQU IREMENTS OF EXISTINC� GABLE I RE : PLAN LATEST ED IT ION FOR PLYWC70D . ALL PANE � S GR055 BR?�GING 51 OF STUGGO NEW TS i i i i i = U . S . PRODUCTS STANDARD PSI , � WH ICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE TO REMA� IN 3 I/2X3 VZXI /4 I I i i � . . . � <. o r ..� � �� s .� 1 „r r��` �x•' t''' '' a +�'� �;" 3 �, x :" +^ ,r :a; � °*o-<" $ hj . m r ; �i� �a' � s ,� .�+"�e � ""�o�' r � a �^ .�' �� �.�� � � ,; .,N , t'` `. `: ``, °> ,.:= GOLUMN 50LI L G INC� . . . : WEATHER SHALL BE OF THE EXTERIOR TYPE . ; ; ` � °,R � . ,: .- .x� > _ � � ,,> , : Fr � � ,� ,;,t ... , . ., „� 4 . , : , � � � ,.; , ., , , , ,� ,F , � f .� . � �. �z .. , ., s. , . ,.: ,.. i i � . . � ' , A ' ,>F ,,,,, � 3 . FOR ROOF USE 5 /8 " ( 40 /20 SPAN RAT ING ) EXPOSURE I SHEATH ING NA I LED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ °T fi ` �, �° ' , _" �/L BEP�M � - - � C � D O WITH 10D NAILS AT 4 " ON CENTER ALONG PANEL EDGES AND AT 12 '� ALONG � NEW ' EXISTINC� � „ �k"� �XISTING BUILDING s � e' T "� " r I k ' � �` F �AY " f �� 51MPSON HURRIG/�NE ' � ,� °'� �"` �� RE : PL n� , . . �: I NTERMED 1 ATE SUPPORTS . (2)— I I 7/8 " VL i (2)— I I 7/8 V� I ��g t y� ` �F "" " 'r `e ` r � GLIP, ONE SIDE 4 . ROOF SHEATH I NG SHALL BE I NSTALLED W I TH THE FACE GRA I N J � .�- N �U ��- E?�GH JOIST � � PERPEND I CULAR TO SUPPORTS W I TH END JO I NTS STAGGERED . Z � O � J � N ? �� BENT MET?�L .� � REMOVE EXISTINC� i � 2 Z Q X � <��� GOVER TO � 5 . GENERA � �- � V REQUIRED TO i � — � � N �� EX15TING GONGRETE � � � G?.NOPY A5 Q�.. t( 0 � — X � � 5L,4B—ON—C�R�DE MATGH EX15TING � - � � I NSTP.LL NE W � � X � N � W � � I A . ENG I NEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBST I TUT I ONS . G �1.1 � � i N W Q N 0 v � � � � � O I � � > 0 p zN N�W � V �— � � � EXISTINC� ZXIZ I TREL�TED 3 W '� I " GLE,4R � � � � ` � � I � 3/4 " = I '—O ° W dl %T I '—O " � ZX12 ,4T I '—O ° Z � V � � � � ' � ` � W � � I I /Z " = I '—O " ___ _ EXISTINC-� � NEW m ._ �_ ...__ _ . _ _ _ _ _ _._. I � ____. _ .. _ ... - - __ _ _:_ ') — "-- � _ n `! C�) I I -1/8 - VL � C��- 11 _7/8 VL _ I . _ - ' �Y'�'. ! � � ` - - - - - - - - - - - - - - - - - - - - 4 Iwl�l - i 3 51 SHEATH N� REMQVE U " 2 � � /-�5 REQUIREL? ROOF SHE,4THINC� �� 51 NEW TS � i TYP. 51 3 I /2X3 I /2XI /4 � � I /2 " �XTEND TO FIRST � Q �, i i TS 3 I/2X3 I /2X1/4 EXISTINC� JOIST EXISTINC� GP�BLE GOLUMN � i � GOLUMN RE : PLf�N GLEAR � GR055 BR.4G I NC� �X15TI NG EXISTINC� i � WOOD W � � TO REM/� IN TS 3 I /ZX3 I /ZXI /4 � � WOOD JOISTS • � I _IC315T5 TO R� : PLAN � EXISTINC� � � REMAIN Q � � TS 3 I/2X3 I /2X1/4 B?SE PL�4TE i � i � V2 "XIO "XIO ° I i WITH �2)-3/4" � i i _ . � �XISTING G�NOPY 12 '-4 I /z �� X 4 " �EMB�D) i i i . ' , � J �. (FIELD VERIFY) � �NGHOR�N i i GURB AND � Q � c � � � � � � � I � � I � �� �� TS 2X2X I/4 SP/�GER � � � � � �2)-3/4 cD X 4 � � ' i � ?�S R�G2UIRED EMBED (DRILLED rp ¢,�: =,t � � �' � � � ` , �ND EPDXIED) �� �r��' a , '� � � If � � ?�LL THRE,deD IN $r x `` �; � � . � i . `/ �'"�" i /4 ° = I '-O " p ,� ` ��,_� ,��"� � .s i i _ J � � � SLA�i-ON-C�R/�D� ^�'� � � - � , �� � � � ; : � h+ L = � � 3/4 " SHIM AND tr .�`�'f ��" �: �� � ` r GROUT � ,„ ,� � { � QJ � j� � .� * ,,t,° �< � �, ` ���° � RE : PL?.N �A .�"�F � �XISTINC-� VL EXISTINC� STEEL � � �""�� B�/�M GUT OPF � Sf�.DDLE _ ° ¢„ EXISTING GONGRETE �45 REQUIRED Q �,° EXISTINC� GONGRETE � SLf�B-ON-C�RP�DE EXISTING STEEL r � GURS ��� J} .GOLUMN v � J W � � � � O � � -�'�- � � � � Ol� � � ` I I /2 " = I '_O �� 3/4 " = I '-O° Date 06-17-08 Drawn By CAM ��, � � ��� ,��A � e ; �ammunity ��velapmenfi t3ep�rtme�t � Checked By PDM ���f � ° { � n � ��ilding Saf�ty a�d Insp�cti�n S�r�ric�� ���� � � �r� � k`� ��. �. � � `, Project No. 7655 S��t�� �+ �-� v,S , �f �� ( . ...a uk�.4esa�9 �a�ilddng �od�iBn#�rna#B�na� �tesid��tial " Revisions �;_": �. ..W � � ° �;w�c���4 T'he iss�anc� or granting of a permet shall �ret �� c�, � .�, ,, �; . ,a �� bb a p�rrndt for, or an �pprova6 of, arty vialati�� �f �n�r �� t,- � �- „uiui�s�; cf t�`is cod� or af any ath�r ordinarce of th� ` ju u�',�� v �o ; f L:d d:'s�s prt surning to giv� atath�ri4y t� violate ar can ! kkt MiC a�' " �" � ^ prcv,wa��� �� t�i� cod� �r �ther ordir�at�c af the jurisdictican shal6 nnt b� Val,�, T�� e���an�� �f � p�rmE4 bas�d an cor�str�ctlon doc�m�nts �n ot;�cr "�,6� ��taEl ��t pr�v�n4 the �uilding �fficiai fr�� r uiring the � �cr� ;;ui;W;� cf err�r� in the c�nstructi�n docum�nts and othar data. a �u�,� �� �ffi�i;:! i� �Iso �uthca�ized ta prev�ni a�cupancy or use of a rn m �t i�cz�oM `�.•;imr� i,� v�alati�n of thos code or �f �rsy oth�r ardinances �� 0 � �h!; J�.Br�:�.G�4C;1. °O �O� °o PL(�N s ��CAIUl9N�R: [2A7'�> . 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