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'��1' i C� "�. � �7 � ��j ��p�� �• � �, � �. . : . •�, '�t' : .oT'�''����,,.,��:.t.;.� °��` rY, v♦. ��� '�' LT •� �..1 } ��! `8.���M4lMr�11'�R, V �µ♦ Y +{.a. / q' ( �Y♦ � �.,11'���xi 4 f� i C ' �,�!s �{���� t�� "t ;'+;�+;,h - , - -- i- -�- — - -I- -,- — — ���:_� . +�. � ` I i � � � '� '\ � I�� ' ��`��� I � ��, �� � � �� � � i � i I � 1 � �` — ! � i � I � I � I • � � I �I—i��~�i I � � , I��i��-��1� , � : � � � � � � � � � � � r , �1�� l�i��C���� i - � � a3 ,�, �' �- � i �-���v! �� �� L(�3 � � �������� � , � � � � � � I I , I W � t� � �- ! j � , � �, I � � .��.. ,--A, �,.,� ' � � � � � � � � � � I N � N � � c3� � a I �.�i ��i ( i I� I I I � I ° I l�.�l�. l � I_I_J ��� I � � � w ,� � `�' � � i � .�- �--�- o � , . f � ` � � ? 1� � ���i�� I__�__l_._ I_r_L�I I I � �: , � � m _; � . . , i � ' �I ! -�__C__I �I I 1 I I .�4 .1.._�e_l._� , � ' � c? ,� ° c � i � f I I = � i I � � � � � �!�� PLAN NOTES : � � � I ! � � NQ GRADES ARE TC� VARY FROM THE EX{STIN �. NC7WEVER, fF DISRUPT�D, GRADES SHA�L BE RE7URNED TO � - ( EXISTING CIJ �lQITIQi�S FO �LC.�WING C(JNSTRUCTION . ' �� I � i GtJNTRA�:Tt� R SHA�L iNSPECT AND YERIFY AL� �lTE Cc� NDITICJNS PRIC7R TC7 (AND AFTER} CCJI�STRUCTMC3N . � — � ' AL�. EXISTING LIGHTING iS TO REMAIN . r�Q NEW EXTERIOR LIGHTING !S PROPC�SED . � ( 6: ; 2 6: 12 ^ -�--- (� -- � ALL CQt�lSTRUCTIUN MATERiAL (S) STC?RAG�, C7U/�tiPSTER LOCATIt� N . & S�AGlNG IS T�? t� E CC?(� �cDI �IATEC� VJlTH TFiE , �� — � � � CC7NTRACT(� R, RiVERBEND H .C� .A. AND THE OifVNER. i � �—� =� � �� � --_ �--- `_ I 1I2° t�S6 C} R PLYWCJGD EXT. A�JD l J2" G�NB lNT, ?�cb STUDS wJ R-23 INSULATC) N � �� ' � � CEI �INGS & FLQCJR T� BE R-49 fNSUI.ATIC} N �_. �-- .� —�_._ __ � _ _ � �„� �� (� ___. � _. .s.,_ � ALL GLASS IS D4UBL� PANE w1 U-VALUE = .3G� t7R BETTER �''�—i � � � �.LL EXTEC21tJR lv��AT'L 7YP�S & GC3L0 �2S SNAL�. Ivi1�TCH THE �XIST! �lG. iF THIS iS NC37 POSSI �LE, ANY SU �3S7iTUTIt� NS �" �{ SHA�,L BE A°PRfJVED BY THE �IVE� � END H .O .A. � H � � � �t� � � - �' �,C� �' C� � � D r� Q � T� � � �y SCALE : i /4�� — I �_0" �� �� �.,,� � � � � � F� t"""� M--i � � � � � � � � � � � � � � PR<7PC)SED EXISTIhl� � (" ��--������L_. -•-___- --�--�.. � F� : , , . . . • • . , . � . : . ., �� � . • . . , • ' . � I i • �� �:� . . , . . ..... . . . , I � �l�. � i I � I I I � � � . . . . , . � C� � � � � . : : : . .� � � . � � � ' � : _ . .: . � � � �� � � � � U� � � � . � � ! I I � � ' : � � . : : ,� � i f � - . � a � —�� �z �1�1— . : , . . _ g � f___.,.1-, . . . . � � � � f f ( � ~ •� + ' • . '• � . ' � ( ••t � � � 1 � ( � • ♦ i �w � / y `a • ._�. � f . . � . • � � • f I � � t ' �� � � [ � � � i '. \ �'__.�W� . . I • • � k i A .w_... _ _ _. '�;�. .s.,., . : : : t ti j � ��? t .. . � � ' ? kI . . ` t .. # _.i F I f � • , . i � • /^� /� F � � ' • � Y�� �V � • ` � 3 � � • r ( .�.. ....�_� ' r..�.�.�� �� w� � �_� � �� �— • , , �---- � � � , � � � ' � � � � . DRB : 4 11 13 �� � � � � . . + :• 4 .a � � _____�__ � I � s � � ; � ��____a __ _� 6.____._J • , . . �: . . � � � � : � � : � . ' � . � � � � . . . �f . � . � . �. � .�� . � � . . � .. . : . .. � . . . . . .:' � r _ � . � � �� ��E� � pC7a �C� �c�Q�a C�a[���C� _____ _- _ __.._ _ C��'r, c����' . ;� . . . .. . , , . . �- � . . . . . , , . _ ___ _________ . _. , . . . ; � � : . : . : � � � _ ___ C __ �� � _a_ ; _ _ �G�'� �,c��l Dq°�� °o� Q�� �_�_� cs��a°cc�� i i ! � � ' � � qq°a�G'� . . . . . . , , ; . . :, . . . � � i ; � c��, �,c� � C��,�� QaC� �aq � � oCqC7d�a � � , �����, : � � �. :. �� � �: . �. ; ' �. . . � _ .: � . : � . .. � � , ' ; ; � �a C�a ���,,� a � �o�b�� , j c�a[��a ; � ; , �d�o� - � : � - . . . . . , . . � , � . . . . . . -- : - -- -- 3 � _ . .. : . . . � i ; 3 � ' L� �o� ��� � � �c�a'i�q°csa � � � a�Dq�a� � � ` � � Qjc�qDq . � � ; � a � u_______.. . . � . . . . . . .. . . . . . . : . ,�: . � , ! ; ; �a �o D��1�Q C� � a � aq��,a� aqC��,a � i {�aCC:��'� . . ��� : .- . � -. � � � � . � . . . � . : � � . � � � � ' ; ; i �� O� a �, ��o�pa oo�Qa � _a � _-___._ � �_____o- 1�aad � . � . � .. .. ti . . . . . � :. .; � � . .. � � : � : �. ��� '' � . � : . � .. ; , ! ' ; �D�' °�a � ��� � D °ofl�i`c�j°a� oC�C��°oaC�'q°aaDC�°c��[��°aaD�°ca�[�a°�Q[�� , �, : �� �� _ : . . .. . . . . . . . . . i 7' ; � � Qa a �; D c� � a Qa aa aa �, a �, c� � a �, , � . • • n � � , •„ • �� , • � • . �� �., . . . i • l...�._—"__'_._.�i L�.._�. .. .__..,_._�_. L ' ' ._ ', s , t . , . • : � '; .,, , • , • '�� �� r • • . ` �° �C� �J °C7 °C7 °� °a � d J a�7 aC� � . � . . _ ___ _ , .. . z —_-�-____�_� SHEET , � � , � �.'� �� � � _ � ' �� � � � " EXT. DC?C3RS �O REPAf�l �6 � UNC7PERABLE) ' � , � �;� � � �« �'� � � �� �� � � , n^ � x i � I �' �� � INFILL w/ i /2" (�SB t� R PLYWCiC� C3 EX?'. & 1 J2" GW � INT. , �� �.�' � �, �� �. � � �� � , _<. �° � � � � � � . � �� �� �� �#� : �� � ��� � �., " � C� �1 i� �1 EL� VA�T� � (� N ( F'} � ca � �� s�ru �s �� �.-�� ir�su �zar� , �. ,� n � , �� �"� � � s � �� �.�. ! t.� r�� �� ; ...� _ �,�, �_,. M. r_� .�-- �CAL� : ii4° = I '_�,{ � A�� � �.�V�T1C� i� ! } � .M,�y.,_ .,. �,.=�� _.y.,,,� , ,�_ ��A- }�- �,�_ �� _�.�., o � ! � `�€°��� �� . . ....�.� � � �w.,o,wo-. .. �a��,�. �,, � � _._ -� , SCALE : I /4° _ ! "-O" � _ _ _ _ _ _ _ _ _ N $�� .. �� i � Q� 0 A 7, Connectlon o�' muttlpte-�er�ber beams� ,� ^° �' ��„ "�`°� �" .�xs�,,�' �'`� RIC} GV1�A `( RESIDENCE , 48C.� {3 MEA � C� W DR1VE , (,.� NIT `� 9 , �f� IL � OL(.� F�' AQO t�. Tap-load�ed �ear,s IBC F �t ..� � �. �lII� G � CHEII �.9LE CT � BLE � � 04 � 9 , 17 � � y � . �f�`�, � .�'vb.� 6Y'�24Y �� +#. �\ T"2. q . �: 2 x Y � ��'`� �' v .4 . f> For Mer�bes^s 1? deep ar tess , na{l each r�er�ber to the next wlth � rovas o� �MC�,�,�,� �,�.� �� '�F 16d naits at 12" o.c . CC39dNE �T ?CIN FASTE�lING �• "' ��CATIQN ppc � / q , �' $�`� ��� �"" � DESI� �.RIT�'RIA� Ei? For members greuter -thczn lC" c�eep, nail each Mem4�Er tQ the n�xt wlth 3 � � (� f \ !� V � /°1 T � � � � ( � � � �� ,��� �� �;��< .` rows of 16d nails at 12` o.L. ° '� w a _________ __________ _____ tElev, 6 870) 85 sf B, Side-toaded bearrs _ . � ���- ���°� �`���� � RoOf Ss10 La d � P 1. Joist ta siit ar glrs�'er 3 - $d COi'1MOC1 t4enalt � � " `<; s�' r 3 3 x 0.13f nait � « � Deck Snaw Load _______________ __________________ __�,� p�� 3> F"or �wo ar three mer�ber beaMS , naft each r�eMber to the r�ext w�-th 3 rows af g ���`�* � ��;" . . � Ra�f Dead Load - ---____�__________________________ 2Q ps.� 16d r�o.its at 12' a,c, 3 - 3 14 gage s�apte = ,� ,�, � �� �;�#.� �:� �' .._._ � A. B. ANCH4R B(71.T � � :� ���. Q�, � �;. � Ftaor �Ive Load _ __________ __________ ______________ 45 �sf H? � ar four r�errber bea�ts, bolt -�hraugh a�fth 2 rows ��F 1/2' di�.meter boits at 2, Bridg(ng to ,�als•t � - R$d �C4M[16t'S toenait ec�ch end A. F. F. ABOVE FINISHED FLC?OR � ' ,� �' � ���z.�' � - a x o.i�i no.rt ABt}VE FINISHED GRADE � � , _ "��`� Floor I�ead Load _______ ____ ________________________ �5 �s.� ` , , A. F. G. I� O C 2 - 3' 14 gtt�e sttzple � � � Deck Llve Load - ------------ ------ � ___________ _____ ,�0 psf iii) For mer�bers cons(sting o� r�ore -thczn faur rrersbers, ton�tact structurat A[7J. ADJUSTA�L� �. � 172ck Dead t�a �d ___________________________________ �0 psf englrt��r 3, 1' x 6' subfioor or tessstre-tch �a ec�cb� ,Jot�t � - 8d coror�an face nalt ANCN . ANCHC}R ' � Wlnd C3 Seconci Gt�st7 -- ------_ � ______.�______________ 90 �p� 4. W�der than 1' x f�' su�ftaor to each ,�oJst 3 - Sd car,Mnn ftzce nait A!'PRflX. APPRUXIMATE4�Y , � TBCIIRC Edli;lon ______ ______________ ______________ ___ �QQ9 a, AlE tumber used in cnnstr°uc-�lan s�alt have a r�axlr�ur� r�o}sture conte+�t of 19%, 5. z• s�a��toor to ,�a�st or �trder 2 - 16d cor�r�or, bt�nd and face natt ARCH , ARCH1TECi p, �'!~ Ctt�ting NOt�s� �,. S�te pt��e ta ,�r�lst or btocktng 26c� at 16" o.c, '�yPlcat fiace rtail BD. BC�AR[7 1. �X�E�Y`IOY` WQllS� 3' x 0.13I" nQlt tk~t 8' o�C, �(..[} ,('a. �( )� �,�}� � (� • F(�(�N�ATIpN DESTGN, A. Alt ex-�er(or watls ar� ?x6 studs @ i6d c��c. to a r�axlr�sam helgh�t of 12`-6 ", 2x6 3• 14 gage stapte at �2• orc, BLKG. BLt3CKlNG � s -��ds @ 1�2' o.c, to a r�axl�ur� helght of 1 �'-�6°, ans� C2)-�x6 s-tuc{s @ 16" -�o a a, Faund�atlan deslgn ls base�ol on ar� assumed sc�lls bearing press�re capacity af 30Q0 ps�. Atk r�axEr�uM helght o�F 17`--4'� LIYl�E35S otherwlse noted, �c�lls tcxlter �han I7'- 4 ° shatl Sate pta-t� to �ols� or btockin� at brace�i 3 - 26d per 16' braced wail pan�ts �M. BEAM + � faotin�s shauld bear an undlsturbed natural soils ar a r�inlr�ur� 3 feet of a re a-�e base be frar�ed w!-t!� r�anufactured araltam s-�uc�s , cc�ntact en ineer fc�r � acln v,att �anet ���'. ��'��M gg g p 9 P 9 f4>-3' x 0.131` nalt per 16` � course desl ned far an atlawak�te bearin reasur^e of 30Q0 sf� A �rlr�eter° draln shatl r � uirer�entsa if not indicated �n tan. Ca wit� a dauble to ta �te installed to , o , B. t�. W. B41'TOM OF WALL � � 9 9 P P P �I P P P P t4�>-3 14 guge s�tapte p,. r ib ^ � con�'arr� to the s eclficatlons In the solfs en lneer's re o�^-t, A surface swale shall be pravf�e auertapping at corners o. r�d at �nterse�tlot�s with o-ther partltic�ns, If avertc�p + �RG. BEARING �t .._ � P � P 7. Top pta .e to stud � - 16d COMt�lOi1 en�1 nait CAhIT. CAN7ILEVER �-- (�('j ,`-. �(~J provlde araur�d -�h�e perlme-ter �af buitding to preven-t surface water �nd raaf run �ff fraM is not possible. s-�rap top ptates with rreto.l s-trap °tie5 CSlr�pson ST��2 or 3 - 3' x o.i31' tlOtfl entering the sokfs ad,Jacent ta the foundatlor�, In ger��ral , the slte should provide � qulvalent>, 3 - 3° i�4 gage sta�pEe G. J. CflNTRO� JU1N7 ��-+ 4� tt) � � adequat� dralnage away fror� the b�ailding fovt prfnt, �, Gabte-end watls shalf be ballaon-frac�ed to �he k�c-�-�or� of rafters or end- wat! 8, s�ud t4 sote p�ate 4 - 8d cor�;�rar� to�nait �MU CONCRETE MASOhIRY t1NIT N C.p � � b. Faundo�-�ion and re�talning walls h�ve be�n designed using a Ratee�at pr� ssure c, fi 55 pcf, �russes untess approv�d by engin�er . 4 - 3' x o.i3i' nalt CEM. CEMENT � � r" � �? e. �ootings shatt be ptaced on the naturat undisturbed soll, or compaeted str�actur��t fltt per^ C, F'lacr or^ roof frar�ing r�er�bers rrust be alfgned -�o k��ar wlt�lr� 5 ft�ches of the 3 - 3' i� ga�e� stapte CLG. CEILING � " -` � � d" the r�coMr�endatlons of the geatechnlca! englneer, The faundatlon arour�d �he exterlor af studs beneath. � CEN1'ER(�INE � � � Q�' the s�truc�ure shatl have Q MIt'tlMtaM i=r�ost protectlon c�i� 48" �ro�r -�l�e -�ap of g�ade to t�e D, Pr�vlcle 711�'' thlck APA ra-tea sheathin C t wood or EISB> ra�ted �4 /16, ex osure 1, 2 - z�d co�rmon enct na�t CLR. � l�at-�am of -�he faatlr�g, at ex-teriar �fira�e af exterlat� watEs, �tacF� aEi harizc�rt-ta€ ,Joint� and r�ait oanels wlth 3 -- 3° x O�isi' na�t �OL. CO UMN �� � Q� � t� � `�• d, Thls founda�lnn has been deslgned accnr�ing to the cteslgn r�ecomr�endatlans set forth in 8d naits spaced at 6` atang par�ef edges and t�t 12' alor�g lnterMedlate supports. 3 - 3' i� gage stapte CQNC. CONCRETE � � `� h � the Bikt Ka�ber �LC, ExcavatCan Ir�spec-�lon tetter, date� Augus� 22. 2�22. 1'he cor,trc�ctor Ea Provlde t3?-�x1U heacler� av�r ati daos^ arrr�i wlnciovr o�aenings, wlth ane �x6 trlmr�er ' �a�e nalt '� ° � � t3� � and one �x6 kJn stud each er�d, untess otherwlse indica-ted. 9. D�ubte stuc�s 16d at 24 oac. G�1VN . CC}NNECT{QN shalt f�ltQw the cc�nstructlon requlreMen-ts s� t forth !n this soiEs engineer"s r�parto 9 3' x o.i31' nalt at 8• o,c. � � °-'' �✓ e. All concrete shatt reach a r�inlr�ur� s �rength af 30Q0 psi f�r walts and footings, Alt �. At bear� bearing tacations En stud walt�, arovide r�ultipEe -stud posts ec}ual to v�ldth 3' 14 gaga s�apte a� 8' o.c, �d� �'• CC?NTIhlUOUS J Interlor statas sho.li be a r�lnlr�um 28 day strength of 350p p�l, The garage and att exterlo�^ af be�zring r�er�ber �+nless r�oted o�herwlse � C�NST. CONSTRUCTION � 3 � C� slabs are to !ae a ralnfr�uM 28 ciay strength of 400Q �sl. ar�d �Inir�ur� a�F E,x6xW�,0/�.0 wlre 2, Ir►terior Load Bearing Watis6 l0. Doubte tz�p ;�tates 16d at 16r 4,c, �YF1cat �uce nuit C. P. CR1PF��E PtJST _�..r CJ r�esh, Mlx d�s! r�s shc�utd tae based an the Bultdin Coc1e re ulrer�en°ts for relnfc�rce A, Interlor taad bear{ng watts ar° e �x4 or 2x6 s -�uas t�a � indicated on ptan) @ 16° o.c, 3' x o,131' no.0 at i2' o,c. DB�. Dt7U �3LE � () C�1 � � 9 9 q 3' �4 gape stapte �;t 12' o,c. cancre-� e� ACI 318, 1989, wlth lf?" 9YPsuM watl4aoard both sides untess natec! other�wise, Cap rvith a da�able C?ET, 1�ETAIL ^ f: Provlde crawt space ven�tllatlon per 118C tIBClIRC> requlrer�en-�s, -top pla -�e ins -tattad to provide ove�raapping at corners ancl at inters �cticn� with DIA�. i3IAGONAL ►�y .,� . � �Z Q g, A repr�esenta-tive af the solts er�gineerir�g company shaEt verl�'y solis conditions Gne! types c��:her p��^tltions. If overlap i� not pos�lbt�, strap -t �p pta-�es w {ti� r�e-'tal s-'trap �oubte tap ptates 8 - 16ct coMr�on !up sptice �, Q — during excavatlon, Canstructlon of the four�dation r�ay nat praceed w!-�hout verlfyEng -tles CSlr�ps�r� ST29� or e�{ulvo.lent) 12 - 3° x 4.�31� naft �WG. DRAWII� G � . these values. Report any dlscrepancies frar� the or►glnat d�r�slgr� assur►p�ians tn str�c-�urat B, �taor or roa�F fraMing r�ember� Must be mllgr�ed to ia�ar wlthin 5 inches of -the i2 - 3° i� gage stapte typtcat �ace na�t DWL. D01NEL � {A CL 'i' C� LL en In� er fc�r t^e-evalua-tlon ca� Foundatlor� de�sl n, studs benea-th, ii. Blacking be��ween ,�o►st ar raf�er� 3 - 8d cor�Man �aenalt EA. EACH h. Backfltt arcaun� anct abave strue-�ural buttresses a�nd re�tal�lr► wails sh�,t� iae C, Pt�avEde C2?-2x10 header�� aver atl o�enings !n wall, wlth one 2x� or �x6 trErrr�er to tcp pt�te 3 - 3s x o.13i' nau E. J. EXPANSION JC�INT � � - 3° 14 a � 5tafe cor� actlon-tes�ed er -�he recommertdc�tlons af' the solis en �neer, and one cx4 ar 2x6 king stud eaeh end. �r��ess noted otherw(se , s 9 P ELEV. EL��I,�TIt7N i, IIo not backfitt agan st r�etainfr�g :�akts un-�It supporting etements are !n p€ace and securely D. A-t bear� beo.ring traca-tlans ln stud walts , pravlde r�ut�tlpte-s-�ud pos�s equa� ta wlc�th i2, t�i� ,;a�st ta tap pta-te sct at 6' t352h1th) a.c, taQnalt ENGR. ENGIN �ER anchor�d, or adequate sharing is (nstatled. Concurrent back�FitUng caf each slde 4f a c�f iaearing r�er�b�r ue�tess r�oted atherwise , 3' x o,i31' natt a�-t 6' o,c, EQUiP. EG?t1iPMENT retalning watt to flnat grades as indicated on ptan or section i� requEred untes� ter�porary 3, Floor Cor�struc-tion� 3' 24 gage s�ap�e at 6` a.c, EQU1V. EQUIVALENT shoring, 1s Ir�stalted. A, Provide 314" -�hlek APA ratecl S-turdlfloor rated at 24' o,c„ tnngue and groove , i3. Top pla�es, taps ano! inte�rsectlons 2 - Y6d cor,r�on �ace nait EXSTG. EXISTiNG ,J, Verlfy type of fltt wlth solls englneer and structura� englneer priQr to k�ackfitling. exposu►^e 1, Glu� and nalf panets ta att supports wlth 8d nalEs spaced at 6' along 3 - 3' x 0.131' nalt (E} EXI�TING panet edges and a-� 12 ° atang Interr�edlate support�, Ins-tat! sheathing wlth long 3 - 3' 14 �age stapte EXP . EXPANSIC7N @.FI['lF�RCED CCl�y.G�3E3'E� dirtertsion perpendlcutur to ,Jals -�s and end ,Joints st�ggered, l4. Cantinuous header. -twa pte�es i6d comr�on 16' 4,c. atong edge EXT. EXTERIQR � B, Frovld� solld btacking between ftoor ,Joists �-� att bearing tocations, Biocking 15. Celtin�} ,Jols-ts t�o �tate 3 - 8d cor�r�ari '�oenall F. D. FI.Ot�R DRAIN a, �Goncrete deslgn Is bo;sed ar� th� "Bufldln� Code Requlrer�en�s for Relnforced Concre-�e° CACI materdat shatt r�atch the ftoor ,�ois-� r�ateria{, 5 - 3' x U.i3i' na4t 318� as ado -�ed b Cha ter 19 of the 2Q03 IBC, 4 Rac�f CQnstructlan� 5 - 3� i� gage stapte FC}TN . Ft�UNDATIt?1� 'r""'� R Y P ' FLR. FL(�OR b, Structural concret� �hatt have a r�inlr�uM C8-d�ay caMpresslve strength af 30Q0 psl, A, Pravide 5I8' -thfck APA plywaad shea-Gh(ng rated 4�fC 0, exposure 1. Ins �atE ��, cont�nuous header ta stud 4 - sd coMr,on �aenal, c, Concrete shall 1oe prapQr�ivned usfng Type I-II sutfcate-res{stan-t eer�ent , AdMlxtures sheuthing wi-�h Eonc� diMensEon perpendicutar tn rafter� or trusses ancl end ,jolnts FRMG. FRAMIP�G contalnln �hlorlde satts shatl nat be used, sta � red, NaiE wlth 8d nalls s aced a-� 6' aEon ar�el ed es and at 12' alon i7. Cetlin� ,�a�sts, ta s over � - 16�d camc�an �1nir,um, Tabte 23o8,i�,4.1 �a�ce nait F7G. FOtJTlNC �{ 99 P 9 � 9 9 P Rarttons 4 - 3" x 0�131" nalt �!t Alt conc ete <watts, footings and itatwork) shatt be pro-�ecteci fror� catd weather cancl(t(ons {nterr�� dlate su ort� , cSee Sect�on 23o�,xo �.i, T��t� �308.20,4.i� , m nfr,ur� avera e ter� erature of �0°F, As B� Plywood she�zthing shalt be apRllec� �con-�inuousty over the prfmary roaf r�embers � � - 3 14 ga�e s�apte GA, GAlJ �E �� H � �or o� r�lnlMUrt of 7 days and shatl �tctlntaln u 1 � p 3 16d comrron MIY2IMU[Qj Tabte 2308d0.4,i Face nali �A�V. GALVANiZEC} F� �c�r�dl-�itan� requlre, �h� d�.�� �n�l �Me ter�per�:ture r�+ay vary In, r� �ccar�ianc� the AM�r#can Crafters �r �rus�� s) 1a�tow �v �erfram�d area� -�v provld� adequa-t� taterat 1s, Celtin�t �ots�ts to paratt�et ra�-�ers .� �» �' x D�i��' nalt GEN . ��NE�tAI. -� � Car�cre-�e Ir�stltu�te guid�line�. Cold wecx�her cc�ncreting prneedures �hatl kae provld�d a� ��al�ill�tyt �5�� ����Ic�r� ������������ �'a.k�t� ����E�O,���� .� � �{ sq �ag� ��apt� �'' �� ��'� ��" L"�� ��-1 recor��er�cled En th� ACI Manuat of �GQncrete Practfce� C, Prcrvlete wir�dfselsr�lc anchors a°� suppnrts f�r atl raof ,Jolsts un�! �rus�ed ra�ters. 3 -- ed cnr��on taenait �YP. GYPSUMfGYP�RETE }.� �� � e, Anchar bc�lts f�ar beam and colur�n bearir�g pt�z�es shall be ptaC�d with sett(ng templates, See n�iting schedute, 19, R�f�er tc pta�e 3 -� 3� x o,i�i* nail FI[�R. HEACER �"' h�l f, Expansian bot-ts �hall be tocatect at c� r�inlMUm of 6 bott clEaMeters fror� cancrete edge ar�d D, (�rovlde sotld blockln� betwe�r� roof rafters, truss� s and tookouts at atl bea�^ing tsee sec-�rcn 23�8,:o.�j �a�ie 2�0$.30,�; � - 3° i4 gage �tapte HORlZ. HORlZC?NTAL spaced at iQ boEt dlar�eters unte�s ncat��l otherwlse, tocatians, �tocking r�a-terlat s�ratl r�a-tch rafter, truss chord, or lc�akou-� r�ateriat. � F�I � 2 - 8ct cor�r�on face nait HT. HEIGNT � g, AncMor bot-�s far woad sltt ptates shatt lae placeck at 4`-0" r�axlmum spacing wlth one S. Wind �racings z�. �` dlctgor�at bra�e �o ��,ch stud and pta.�e � - �' x 0.�3ie no,�t I �vT. R9VTERIQR ` -� anchor kac�tt at 12' ft^om each end or carner and a r�lnlMUr� of two anchor botts per A, Watls over 4 feet t�ng which are sheathed wlth gYpsurt watlbaard fln bath �Faces 2 - 3° 14 gage s�apte lPIV. iN1/ERTED t'""� plece, and are indico.ted as shear watl� on ptan h�ve beerv deslgne�l ta reslst wind forces zL �'x8' sheathing t� each �e�ring watt 2 -� 8d cor�MOn �'ace nait K 4fItJG S7111� r � � h, Concre-te ftoar slabs an grade and on metat decking or plywoad sup�ortecl by frar�ing shall it� accordancg wi-�h TaSate 230€�.4.5 of th� �Op3 IBC, � have �awn or taoted con�rot ,Jolnts at a maxlMUC� �pa�ing of 15'-0` in e�tch d(rectlon, B� At shear watts, screw 112" 9YPsur� waEtboczrd to atl stu�ls and tcr tap a�a� ba�tor� 2�. �tlder tho.n �F x s� sh�a vh��� tc� Qach 3 - 8d comMOn face n�It J�T. JOIST V 1 L,ocate cantro� ,joint� atong colur►n grid tines where posslble and provlde slab isatatl�on pla�es witf� #8 x 1 Il8' drywa�l screws a-t ?` �ax(mur� spacing. beur►;�g wo�tt LAt� . I�AMINATE[� �� � � ,jaln-�s around cotur�ns� C , Exterior plywaod ar CISB watt �heathfng is required unless specfficatty deleted �iy 23. Bultt-yp cor ner st�a,�s 16d cor,r�an �4' o.�. LLV LONG LEG VEFtTlCAL. ��>" 1, Concrete coverage fQr relnfnrcing steel� englneer� 3' x �.i31' natt i6' a.c, L4N �IT. LONGITUDINAL ��. L Cancrete cast agalns� and perrrane�^-�ly �xp�sed ta ear-�h = 3' 3' i4 gage stapte is' o,c, LTWT. LI �HTW�IGHT *' 2� CCanCt^e'�e exposed 'tp eccY"�h Ot^ eVec�'�her� 24. Bult�-up glyder ancd beaMS 20d coMr�on a� ��" o,t. �ace nalt a-� top and LVL LAMiNATED VENEER LUMBER (� � � #5 bar and sr�alter� = 1 1!2` #6 throur�h #!8 iaar = ?° 3� Concrete Mot expased to weather or In cnntac-t w(th graund+ 3' x o��ss• na�t at ��� o�c. �o�tor� staggered on LSL LAMMNATEa STRAP�D I�IM MATERfAL � E.,..1 Sta{as, watls, ,Jvlsts = 3/4' Bear�s. colur�ns = ; if2' S�'RU�..l"�RA�. �T..�E1-� �' i4 gage stapte at �4° Q.c. oppc�site sides MAX. MAXIMUM �� 2 - 20d car�roon face nalt at �nds and M �CF1 . MECNANiCAL � �h� REINF'(��CIhlG S�"E��� a. Struc-�urul s�ee! shalt be detaited, ���ricated an� erec-ted in accardance wlth the mast s - 3' x o,i3l' nalt at each sptice MAT'L MATERIAL �� �� I/ current edltions of AISC Spgcffica-�[Qns and Code o� Standard Practice. 3 - 3• i4 gage stapte MANUF. NiANUFA�TtJRER �� � r� a, Ae�taftin g, fabricatlon and pCacer��nt �f' rElr�far��ing s-�eei shatt be In accardanc� wlth the ACI �r� �truc�turat steet W shapes shatl be ASTM A99c, 17ther rotted shapes, Incluc�Cng pEates and 25� 2• �to:nks isd co�,r�ors a� e�ch be�rin� MIN . MIN1MllM Mr�nuat of �ancre�e Prac�lce, anc�tes s h a l! b e A S T M A 3 6. T u b e s i�a p e s s h a l t b e A S T�i A S(l 0 g r a d e B. P l p e� s h a l t !a e A S T M (N } t� E 1 h 1 � � 26. Cat�ar tle �� rafter 3 - lOd �.ar�r�an faee nalt NC7M . N {�MINf�L � � � b� Except wMere otherwls� no�ted on the d�^awls�gs , reinf c�rclnc� bars shalt confor�s to ASTM A�3 grade B Qr ASTNi t�50L 4 - 3� x o.13i' nait Speclficatian A615 ar�d shatl !ae ASTM grade 4Q for #4 and #5 rebar , ar�d A S T t� gra de o 0 c� Tu be s hapes are a c-�u a t s i z e a s s p e�l f#e d o n p l a n, P i p e s i z e s I n d f c a t e d o n p i a n a r e n o M l n a t � O. C, C�t� C E N T E R � fc�r bars #6 and gr�c�ter< PP P p 4 - 3 1 4 �age s tap te face na i t Ca roxlM�ate inslde dlcxmeter) cxnd refer tc� AISC 1 e schedute dfMer�slons, f3PNG. �PENiNG c. A t 1 s p l i c e s, !a p b a r s 4 4 d l a r�e t er s, De no�t wetd ar use r�echanlc�t s pticin g deufces unless d, Akl balts use d In s tee t frar�ing s ha t t con forr� to A S T M Spec i f fcu t lon A 3 2 5. Anc hor b�l ts and �7. .lack r�zFter to h�p 4s � 3oX �or�r,on toenall ' 131° na�t O 5 B Q R I E N T E D S T R A N D B Q A R D (';� specif lcaliy approved by engi�eer, botts �sed 1� tlmber connectlons � ay be ASTM fi3Q7, Bal t s izes s ha t l be 3! 4' d far�e-ter � c�� At c�orners, r�ake horizor�tat bar� con-�inuous or prov(de corner b�rs, Aroun d ap�n ings an d u n t e s s n t�t e d o-t}�e t^w i��, 4 - 3 i4 gage stapt� (� i'LATE t^t � �� steps in concr�te, provlde C27-#� bar� � ext�ndlr�g 2'-6" beysan�l edge af opening �or s-tep, e . Typlcat fraMed I�ear� cann�ctfons shall consist of pafrs o� fl4 ° angles using the r�axir�ur� P L Y Y V�. P L.Y W(7 0 D �`—i e, E x t e n d r e l n�F o r c i n g s t e e k a r��n l M U r a o f � °6 t h r n u g h e a i d ,���n t s� U n f e s s s p e c l f i c a l t y l c�c a�e d n�r�ber t�f batts catled for In 1'abte II-A af -�he ATSC Manuat CASD Ninth Edltion> �� � - l6d cor�MOn �ace nalt R. O. RQUGH (3PENING �� � �> c�n p l a n a r d e t a l t s, c o o r d i n a-�e c o l d ,J o l n t t o c a t i o n� w l-�h e r►g l n��r, f, E x a n s l o n b a tt s shalt be wed e t e ''Nlttl° or "Raw! " or `�IM san', ar a roved e ulvatent 3 - 3• x O.i 3 1' n a l t R A D. R A D I U S '� P 9 Y P P P P �S 3 - 3' 1 4 g a g e s�t a p l e �� �,.1 f. Welded wire fabric shatl caMforM ta AS1'M S peclfic�atit�n A-i8S, �.�� �eldeci wlre fabrlc a with the foltowing r,ir�lmur� er�k�edr�er�tst R E�. R E F E R E N C E rtinirtur� of ane fult r�esh ptus two irtehes, Laps sh�xtl �r�z x+lr'e d toge°�her, i J 2' d(at*te-�er ---- 2 1 1�" 2$. RooP r�a�ter t� �-b y rld ge �eaM 2 - i6d coMMOn toenalt R E I N �'. R E I N F�R C E f R E I N F C}R C E�v 1 E P+l T (� 5l8" diart��er °--- 3' 3 - 3' x 4�131° rralt I�EQ'D REQUIRED t-�-1 � 3l4` dictrteter ---- 4' 3 - s" 14 gage s�apte RET. RETAINII�iG � �T�UGT�A� W�][]D F'RAMINGR g. Epaxy anchors calted fQr on �he drawings shall be "�pcon' or 'Rawl` ar °Slr�pson' or 2 - isd co�,rrorr �'a�e nait l�EV. REVISIQN approved equlval�nt �,nchar syster�s. Min{MUr� er�bedmen-�s, lf not speciflcalty lr�dlcated an 3 - 3° x o�i31' nalt R. S. ROLIGN SAWN �� , the ctrawings, shalt �e according to -the r�anufacturer's speclficatfons. 3 - 3' 14 g�g2 stupte SCHED. �CH�DUI.E � a, Except where no-�ed at�erwlser �k! 2 nor�lnat lur�ber, exeept s-�uds, shatt be Do�agtas h, �Atl weiding shat! be done by an AWS guat(ffed welder. SECT. SECT`It3N Fir°Larch #� and better, anc! atl �otld tiMber beaMS and po�ts 3° narrinat ar�d wlder shall be a 29, Jalst to band ,�otst 3 - 16d coror�can face nalt :Dou tas �"Ir-Larch #2� 1, Delay palnt(n� wlth(n 3 of �3eld wetds untit wetds are c�rr�pteted. 5 - �° x o.i31° nalt SFiT. �HEET 1�i 9 ,J. Where car^raslve soi! c�ondE�lons exlst, �tee� a�gtes that are used ta support exterlor 5 - 3� 1� gage stapte SIM , SCMILAR �'"}.? b. Studs shall be Stud grade and b�-tter Ilaugta� Fir-L�areh or Hem Flr, stone veneer shall iae aiva�tized and shatt be at�t�chec! to -�he foundatlon w{�h atvanized tw-1 i � � 30, l.ed er str3 � - iSd coMMOn � ace nalt S. I . P. STRUCTURAL IN �tJLAT�I� PANEL c, Buftt-up posts sk�a:l conslst of Uouglas Flr-Larch or Herr �Ir #2 nr Eaetter 2x4 or �x�i �r stair�tess steel exp�nslon anchors. � � � - 3' x o,13Z° nait SPEC. SPECIFICATiQN stt�ds pet^ Rlan artcl shat! be nalteci together wltl� 2 row� of 16d nalts @ 6` on cen-�er along k, Alt rout beneath coturtn base tates ana s-teet bear�s at bearin shall be non-shrink, nor�- . 2aCh 5-tUd, � P 9 � - 3 14 gage staple SC�. SQUAR� c#, Bullt°u bear�s consistln o� r�ulti le �x r��rtber� shall be a�ctlled �a 2the:^ wl`th twc� rows of inetattic type graut, Grout shatl have a r�ir�ir�ur� COMpY`25SIV2 stre�gtl� af 2500 psi, R 9 P 9 32. Wnnd str�acyura[ �aan�ls anc! pc�rtl�le �oa�rd�� !t�" �nr� 1��� 8d°� Eper EEI) a STI3 . STANC?ARC1 16d nalts spaced a� 12' on center, or wlth two rows of il2' dla�eter -thru-bc�lts spo.ce� a-t �ub�toc�r, roo� and wazt s�,ea-�i-ain� 2 3�8' x �Wi31° na�t" S`�t.. STEEL 24 ' on center, <to frt�Ming)} � 3t4� x 16 �a9�° STRUGTa STRUCTURAL e, Top and bot-�or� pEates shatt be I7�ugtas Flr-Larch or He� F!r #� ond laetter, P�� tes ptaced 19f3�• ta 3f�r ss� tper �ETSQ dlre�ctty on concr �ete walts or slab� shalt be pressure-tre�z�ed Her� Flr #2. ���.��-RFMiENTS� 2 �I8• x o,i3i' r�a�t� T TRIMME�t 2' i6 gagep T&B TOP & BC)TC"C1M f, Woac! beaMS bearing in beam pcackets In concre -�e or r�asoary watls shalk bear� Un a a. S-�ruc-t�arat erec-tion a��d bracfng� The structural drawings 1�lustra.-�e -the compteted 7t�� �i.�A Sx sd� 'T&G TtJhIGUE & GROC7VE treated �x6 }aeAr(ng black� Provide 3�" ctearance ar4und end of WOO(� I�2QM, Btack �-�r�ctur� wE-�� atf eier�er�ts !n their f#nal posltic�ns, p�^ap�rly supper�ed and braced, The i". (?. C. T�P C1F' COI�CREI`E ��.—.. agalnst sldes of beo.r� pocket with -�reated 2x btocking to provide t�terat suppar�t far cantractor, In �he proper sequenc�, �halt proulde shorl�g and braeing as r�ay be requlred sen�te �'taor ec�M�inat�rsn sc��a�;oer- i i¢st �o i �r�' l0oldr ar sc�• a T. C?. F. T(?P {?F F'OOTING ( �SU �� beczM, �ur�9n constru��ios� to a�chleve the flnat carr te -ted strueture, Gontac-t s°�r��c�tural er� Ineer underlayr,en-� ta fra�Irrg3� 3/� and Eess 8d tpQr EEi} , Wlthln ftaor oi�t s aces b�neath satld ar bultt-u colur�ns noted on lans, k�lockln af area � � g �/s' to i• sd ` T. O. L. �'C7P 4F LEC1�E � ,� P P p 9 For co�r�uttatlon Cn�t Ir� contra�t> as requlred, i it�� to i iP4+ lodd ar �oF T. �J. M T4P C7� fi� ASONF�Y equlvalent °�a cotur�n tabave shalt b� provlded, Ilaar or wl�t�a�N -�c�l�r�ers eansistln� af a b, �hop drawir�gs+ Subm(t shop and erectior� drawi�g� for s-�r�ucturat s-�eet. M€scettaneous ste�l, ' � � EL� � . : �~- � � — � �J singte stud da not requEre sp�clat btr�cking in -the ,Jo€s-� space, st�et ,jols�s and glyde�^s. �-t�el d�ck , r�c�sonry relnfr�rcing steel, waor� �russes, 32, �anet sid(r� C-�sa �rar,�r,�: 3l2" or t�ss 6d�' T. C3. TOP C}F h, Except as �ated otherw(se , minlmur� nalting shatl be provlcled as �pecifled in the "Ne,Clinc� - �,anu�Fac-�ure� wao� ,��ists ar�d gt�e-tar� Saeams ta engineer far revlew prior -�o fabric�,-�ian� 5/8' $d � T. �1, W. Tt7P �}�' WA�,� PERMIT: �J — � � — � � Scheofute" on the drawings t2UO3 IB� Tabte 2304,9�1>� This revlew ls for general c�rrptlance with the inten-� of the structur�zl design, The 33. �t�er�oard sheothln a Q • � THRU THI�flUGH g lt2 Nn, 11 gage roofing nail L Botts used for woocl frar�ing conr�ections shall be Ir�staitec� wlth standard wa�hers at�d nuts, archit2ct ar�d/ar contr�.ctor are responslble �or checkEng quan-�Itiesl dl�enslons ar�d 6d cor�M�n nait TRANSV. TRAN�VER�E ,j, Unless noted atherwise , s�eet c�onnector� such as thc�se rtanu�`c�cturect k�y the Sir�psan caardinatlon with other^ tr^ade„ No. 16 gage sta�te T� TUBE S'f�EL COLUP� �I Cat�pany sha�tt 1ae used t€� ,Jeln raf-ters. ,Jcs{sts o�^ bear�s to o��er beams a-� �tush-frar��d c, Exi�-'ting �truc-�ures. Con-tr�actor sh�ll be r^esponsible for verifying di�ienslonsl eleva-�I�ans , 2S/32' Na, xl gage� rao�in� nalt'' TYP, TYPICAL candi-�lans, Use alt sp�cifled nalCs� Ct�nnec-�or c�ndl�lans n�t �-�her�l�e roted shatt u-�Itlze �'rar�ing, foundatfor� and anythlr�g else that r�ay aff`ect t4�e wcrrk s�awr� on t�e cirawings� �d caMMnn nait IJ . tJ . (7. 11Nl.ESS Nt�TED C?THERV1tISE type tJ or type NU hangers c�f a slze speciflcalty cte�lgr�ed far the �ner�ber sup�or-t� d, as Na. 16 ga�e zta�te Underpinning� �horir�g and br�acing c�f exlsting structures shalt be the rr�sponsibility of the VERT. VERTIGAL shcawn Ir� the manu�acturer'� p�abRl�hea tabtes. �or�tac� ��r��-�:araf englr�ees^ for deta0ts as c��n-tro.ctnr, 34, zn uer�or paneting �>�° �d� V. S. F'. VERlFY IN FIEI.D requlred, c!, Illr�ens4ansr Check att dlr�ensiar�s a�alr�st o;r�chltec-turat drawings priar ta cor�structinn, Do �/s� 6d'` W. �'. V�llDE FLA�IGE k, Wood ne�iler ptate� Ins�taltec# or� stee! bear�s c�r eoncrete �ratls for top-ftang� t�angers shalt nat scale drawir��s, NOTES TCl TAB�E c�04.9.� V�. ('. 1fl�A'TERPRC}OF be rlpp�d to r�a-�ch the wl�th nf tl�e watl or bec�r► f€ange. Nalt�t^ pl�tes suppor-�Ir�g -t�p e, Gons-truc-tlon �ractic�s� Generat con�rac-tor I� res�nr�slbte far means, s�ethods. �tachniques, W. V�1, �. WELDEL7 W1R� FABRlC flange hanger^s fr�rM one s1�te anty shat[ be in�t�.11ec! ftush wlth the �`ace of vraC! or beaM se�uence� c�nd pr�ced�res for cons-� ruction o� thEs pra,�ec�, Natify stru�-�ura.l �s�glr�eer �'o� �7: � inch = 25.�m�, � 3r�° x ��ii3" naits an� �' x o.i3i' natts ar� standar�d 8d ar►d 20d Gun nalts. ftange at the hanger tocu-�i4ns, of or�E�slons or conflic-�s between the warking drawlnc�s and exlstfng cond{tions. Coc�rdinate a. Co�,MOn �or box na�ts are �err�l�ttea to be usect sxcept wne�e oth�rwise s�a-�ed, WD. WOC}D l. Manufac-�ured ,�ol�ts �h�tl be ��^aM an ca�+�sr+�ved Manufa�ttare�^ tznd shall k�e equlvatent in ree}uirer�ent� for �nechanlcalletectrlc�llpEur�bing penetra �ions through structural eter�ents b. Naus spac�d a°t 6 �nches 4n c�r��er at e�ges, l2 InWhes at lnterr�edlate supperts exce�t � In�hes at suppor�s raher� Wj Wl1�H taad c�zrrying capaclty anc# deflectlon crE-�erla tn ptan ,�e�ls�s In t�ie de�ths and spaclnqs wlth s-�ructural enelneer, Jcabsite safety Is the � ote re�ponsibll!-ty c�f the cantractar, Atl spuns are 4s lnches ar �,ore. �'or noit�ng �� woe�d s�ruc�urat panet ancl partictebaard dlaphragr�s ar�ct sF�ear w�tts, W/t� YJITF# C7UT indlcated an plan. Provfd�e lalveklr�g, �racCng. +�eb s-�Ifferer�s art�l othet^ accessorles as r��thods usect for construc�lon shatl be ln accordance wlth the tatest eclitlans of -the re��r ta sect�nn 2sos, N�:lts �or watt sheathErt� are pe�Ml�tet� to be COMMt�t't� k,ox av� caslnq. 1A� AISC �YMBOL- W1DE FLAhlGE re uPre �! b the rtanufacturer� e. Cor�e�on or defarroed st�ank, M. Prefabrlcated trusses sf�att be designed by c� Catorado register�d �nglneer ta support the Z��JSRC, d, Cor,MOn f, De-tails n�-� speciffcatty shown an the dr�awings �halt be construct�d (n a r�anner^ slr�ilar to e. De�orr,ed s�c�nk. full d�ad and live toads o�F the roof, celting, an�! any c�°th�r superlr�pvse� loads. 1"he the detalts tha-� are shawn for llke conditlons. These Iterrs shall be brought ta the f. Corroslan-resistant s;d►n� or caslr,g n�.�t, � < � 4 faloricc�tor shatl deterr�Cne web arranger�ent and mer�ber forces. �.oacl dura°tlon faetor for at-�entlon af the s -tructuro.l en ineer as soan as ossitate for a roval, A rovat shall be g. �asteners spaced 3 Inches an center �t ex�t�rsor �ctges ar�d 6 lnches on center a-� i»terme�ilatg supparts, � , ;:` t,� ; � ��"� ��, � � , r� `� , "� �? �M ��� snOW (�o�Cls Is 1�0� CalCUit�'�lot"tS anCl 5ho dY`awlYt S ShO,I! be Sub►'�ll'�`ted °�O "tl'te g � �P p� h. Carrosian-reslstant ro�fing nalts with 7l16-tnch dtar�e#er hea� and 2 lf� Mch Rength for 1/2-ln�h shea�hMng as�d � �„ � �� �� � �� � �w,�� �:; P � abtained rior� to instcxltatian, :�� � ' � m��� �..w � � � � ��° � �� architect/englneer for revlew privr ta f�.brlea�ion, The trus� manuf�acturer shaCt speclfy P 1 3/4 inch teng-�h for 25t3�-t�,ch she��thln�, � � � A � g. Z 4 Is the Y'espc+nsibit3ty t�� the contraC'�or` to con'taC't '�he s�r~ucturat englrteer at the i. Corroslon-re�tstan� st�ptQs wEth no�in�l 7l1&-inch crr�wn �n�+ � 11S Mch ten�th for 1!2-Inch shea�khing and 1 1/� ir�ch x°°� �° �r� � ;�,� �.��� .�.�; �` atl truss-ta-truss connect(ons, Te�porary and per�rraner�t ta-teral bra�cing of trusses shatl aRprapriat� tfMe to perfarr� slte abservati�ns �islts, �bservatEon vlslts to the ,Jobsi-�e by tength �or �5f32-(nyh shecthing. �ane! suppor�ts c�t 16 lnc�,es C�� Inches if strength axis !s the torrg ciirec#ion a� �-' � � �� � �, be Instatted as requlred by -�he �russ r�anufactures^. the engfneer are far deterr�fna-�ion of generat conforr�anc� wlth the con�-�r�uctlan -�he p�n�t, untess a4h�erwt�e Markea>� � � -�° � t'`� _ ,��,,,�_� � �.._-:� n, LaMlnated veneer lumber CLVL? shalt have the foltawin� Mlnlr�ur� propertles� docur�er�-�s ar�d shall nat be canstrued as In�pectlan. �. Cas�r,� or ��n►s� naits spaced 6 �r,ches or, ��nei �d�es. 12 ;r►che� a� interr�ed�ate suppQ�ts. =.� � �a'�°" ° , a�,�.- .° $°�`` `"` °�""' � ___________�.______n_______________ k. Pa�ret su or�s as 24 inches. Gcasln os^ �In1sh naits s Qced 6 tnches or� ane! ed es, 1'� Inches a-� tnterr�edla��e su or��, l. FEexurat stres� -- �6€�Q psl h� 7hough every effort Is r�ade ta provide a comptet� at�d cteczr set of con�tr �aetlon �'p 9 P a 9 PP �� • � .� .�,.-�„��, .���.� _, t. For raof sheathing appticatians, 8d nalts ar�� the rslnlmur� requlr�� for wtaod structurat paneis �,:� , � �.. �� -u�,�m� ��` . �, MaduEus af elasticlty ___________ __________�_______ 1,900,000 psl dacur��nt�, dlscreRa�ncles or or�lsslons r�ay accur. �eteas� of -�hese drawing� anticlpates ,�, ____ ______ ____a____ ____r_ Staptes shatt ha.ve n minir�um crown wtd�Cr+ of 7/16 in�h� 3. T�nslon par�aFlel to graln -- --- 1850 psl �"' CotS eratlon artd Cc�Y�tlnued ct�rtrtunlca`tlon betweQn the con�r^aCtat^, arChlt�ct and en Ineer to r�. �'or roaf shea-�hln a tica�tiQns, fas�eners s nce�! ut 4 Inches on cen�Cer a� ed es, 8 lnches at InterMedlate �u ar�s. ' �` � °� '`° "" �-"M''������, 4� Cor� resslon arattel to raln _____�..�____________________ 2310 si P � '� 9 �P P 9 �P � � ��� ; _ �x... ��.K..-mm�- --�. P P '� � pi^oVlcle '�i�e bes'� passlbie StruC'�ut^e. TheSe clrawings have been prepared for 'the use af a. Fasten2rs s�ac�r� 4 #nche� on cer��er a+ ed�,es, � Inches at 1r►termediate suppor�ts for subftoor and waEt shea�htng and 3 5, Compresslan perpendlcutar to graln <pcaratiet to �tue tlne> -___________ 7�U psl a quatlfied cfln-�ractor experlenced irt -�he eeans�ruc-tlon tecnnlq�aes and systems deplcted. inches on cen°ter at edges� 6 lnches at Ir�t�rr�edlat� supports far roo� �heathing. 6. No�^Izontal shear __ _ ________________________________ �8S psl P, Fasteners s�aced 4 fnch�s on center at edg�s, 8 inch�s at interMediate �uppor�tsr q. I-��r�s r�oted as °per EEI' have been chan�eal rrc�r� td�� IBC �chedute �ta o� r�or� restrlc�lve requlrer�ent. __ _ _. � 3'-51 /7' �� AfAX, ���`� >� `''>� A Ar r ksko a o' rf. • ,a� �` � �+,'%� a > $ ��Ry � ��.n( ��'p� ��?:����,eo��7'� x `���k V � _. _._ — _ _ ____ �.. �_ ._..._ � .__ �' __'_ __. ___ _ _._ — � __. __._ �_ .�. ..� ...�. ____ `— __ _.__ w. .� � �. � . . .. _ . . _ . . _.._ � _ . . � "S�9 l y � � i.. ( _.._. __ 3 _ .____ _.__ _ ___ _ � __ .--_ _ ___ _ .._____ __� __ _ __ ____________. _.________ _. ._ � _. _ _._ _._ _ . __ .. - __ _ __ { �� b� ���� `�`�� � _ ____ _._ - ' _.___ ___� �__� _ � __.� w_ � . _ _ . __.__�w _ ' �° > � � ,_ _ u� _ __�_�_ {" __ ______ _ _ __ __ _ _. _ ___ ._ . _.. °,a;. + I � . { d . �. . � � '_ ` j � { C � at� .'ti �. � SMR� � � p,�� :4 s`i.� I o � ' _ �. J f I � — � � �U ^V`� � { � f � �7�' �a �� '' � b `'�X�� � � f ; �ji ���' C � ��— � �� � i � 7 f � ,��M h K �( '�' � i �� i 1 1 � I . t ��z'��y af ie ��' ._.�_____._...._ H U LC� CATIC} �l USA � E � ; ; � , �; '' ! ; �� j� � ;_ ____ 1 ° i �� � � �=' --� � i ; ' �fr � �.�x"�#: =�������� �� CQNN EGTf ON SC ED �E j , ` ` � � ' , ` � ��" � t ,�--� "_� � � ; � � � ______ _ _�j �_� ; � � � ; z ; � ��w� � ,� I � �_.._ � I STEAM , ( � � � ; � -�'.�';�' � -----� �_ � f � , � {�}A SI (41PSC1N H2. 5A or EQU1V. S1"UD TG PLATE f RAFTER � i i � , __ � � , � a i � , ; � � _.�,v_ � SHWR. �,'"�-„ i I i ; �� � Q SlNiPS{5N A23 ar EQU1V. RT. ANGLE { 18 GA. ) P �ATE Tfl JOIST I � � � j E aRTN #2 � i r � , �� .� � i , \ , � ; 1I j � � ; ` ! { 1 E � � � � Q �IMPSaRi �.50 �'� REfNFORGING ANG�E N � � � � i l%�a � �= � � —=� — - � __. �_� __ — � ;�� i � ; ; C� :> t � � � � �.�.,�� i s rto i � -i- �� __ .�_ �a.__ �1'u--p-r- ��-- _ �e-�—� ,a `` � f BEDRC?C7M #2 � , a � 3 � C+ t � t�5 �rI�1, � t]f� t� 1 , � !1p /� Ef+ gf� i A, ( __-11—� f � 1 t � , f* 1 � J� fYlf` ,JVk�t ��7v .7 IA�tIY�vFlli� lYV hl� V�� �„�-, , 3 i �� i ( � G �i � � �� f � � I f � i � V tt I � ;� j � i i � 1 i� �� i � i ; ! � � � sirt� � sa� ��z �— � /� ��� N �a�c� c� c a� c�� ¢ � ; = I a Q SIMPSON FINANZ { or EQUi �l. ) �'t�UNDATIC?N WALL ANGLE � � E � i� , I j MASTER BATH i � � ( I� I� � � � � !�� ._ , i ' � � � �, ,� '�' � � � /�``� � � � � __�I,__� _� _ I __I I —�, � � ; ., � � r�7 G SIMPSON TP49 4�-- 1 8 x 9 TIE P �ATE � ` i r� �1, � I ! � - �r� � � � � . _ 1`�? / �, I ; ; ;� ; , E, o , ; � I � - � � ! .� ►,.t� ,r „ � , , \ � � ---(�-- - � � � � � �- ,�}t-#, �I �+tPSQN TP411 4- 1 f 8 x 11 �`{ E r�l.Al'E cn � i �, _� t j �� E ` � � � �� � �� ' � i ! ,��, Q3 � t,n � I � , . � ! � �_�___.� I �—�-- — =� � � t� � E � Q SIMf�SON Lk� �B ar L1�S28 2X8 JOIST FA�� MOUNT � ; � . ' � � ' � � �� � � � � �i C3`� � � � � ^ -- __ -__—_ -�--� - r __ _ __ _ CENTER LiNE `� � ` � v �� � _� ��, � �,--�-�-:�-�-� --� � _ __ � � � � �__ _�__ � �r-I i _ , � `- ff� J{� SIMPSt�N LUC28 or LtlSC28 2X8 JOfST �ACE MOUNT (Ct3NCEALE� ) „ „ , �' _ • Q , �. i __ _ _r � r- ��____�_ _. �T , � � �y � � 5- 1 /8 x 12- 1 j2 GLULA�i T _�_ I ' W t� {�K S4MPSC}N �U26 or LUS26 ZX6 J41ST FACE MOUNT BEAh4 (V. i . F. ) � ' ! � � ;� � ! �� � � � � k � ; � � � C� � SIMP��N LUC28 or LUSC2�i 2X6 J�IST FACE MOUNT (CONCEA�ED � � I c� � � ! � / I ! �___ __� __ _- ___ _____ .., ►•-i N � � .,... , _ ._ ___ ___._ __ __ _ __ �__ , j j ' a '`-, � , , � � � c� cc� �- , � � . i ' �-� � ; i k �..� "`�`� f'"�ti (�M SIMPSON LUS21 t� 2x12 FACE MOUNT �`t���� ° � � � ;� I f _ _.:� � �._ _._�_ �__��_ ; , ! 3�'i � � C� � ('`�- �i N C�7 N SIMPS0�1 LUC210 �x"� 2 �ACE �1flUNT CONC�ALED I ; � ;; ; �--=-__� j `___�_ _ ____�______ _� �_ 1 � i E i` �� � �- _1 `"` C� E � � � �, � , t �`� ! _ ___ � ` ' �� �� � �}C3 SIMPSC}N LUS210- 2 2 2x12 FACE MQUNT � ;» � � \ I � �.___ _ ________ J ? ���-_ - --; -N C7 � . . � ) — R �a ; �c , o ; � � _— ___ _ _ _ _�_____ � , _;__ __�, � x °�' E � ' �i �' __ _ _ � _� ( � U � � s� M � sar� �.uc�� o— � ( .�}— ��� z ��c� �ao� r� r {co�vc�a��Q) � � ; � � ; E � z �\ 1 � � E _`"�- _ t, � i i p � � � � � � • � Q s� M� sor� �� s�� o— � { �) - 2�� 2 �ac� � �u �v �r I � • � �$ i i ,.,- � � { � i� �� � , � �—' Q <E � Q '• � f I � � �USTOM HANGER BY t7THER, SEE DETAiL S- 3 � ;' � I � � � � i j � � Q.. �' f�-. 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