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"� '`x ?.�° o- � ., ,','. � P2 � V�A/ � � �� V lf��� 1 �� � � � ."'� , `" . �' � � � `�:�., ' . �, ::��:.a n ���' 1 � a'�,,,,��`'�'�' '`K"5�','�" ��� � - �%' . � . . . ri � ��.w�, .�,,,,��� 9. !�J THE EVENT THAT ALDITI�?NA� RETAILS QR GtJIDANCE !S NEEDE[3 BY THE Ct7NTftACTC}R � � � v� � {s ''s i�'`�, ,� C4' +��'t'y�°',_�, ' :..bu'e ...�. .m P T§;(t��'..: , . . . , ' ; , k�.. , �`:.: r 2 3 3 .;:. 5c ' ,,'� .-`.���`" . , . .. '*. _ � . � r : FUR CQi�15TRU�TIC3N QF ANY ASPECT OF THE PRC?JECT, THEY SFiAt.L. IMh1EE?IRTELY NC�TIFY TNE ���� . ....:�� � � � ��'�'� � � . <�f A � � Q � N�T A ����P�iCE � L�����i�. P�F� � �� . � AEtCMlTECT. �AI�URE TC7 GIVE 10 GAY N4TiCE TC7 ARCHITECT SHALt, hlt�T CONa;`i'iTi.tTE A DELAY I�I � I � � N�� A F�R�T � L�OR � �.EC���CA� P�dN � '��'� �� .� " � � � � ' �' ` �rv T►�E ��c�� �cr. � A � � � �t���' A S���i�� F �.E�t�� � �.�C��IC�� P��# � � � �- � �� z , � � � 10. THE GERIERAl� CONTRACTtJR SHALL BE RESFtaNSIBI.E Ft�R "sA'ilSFY1NG ALL Ai'PL[�ABLE CQDES A � � � � ��T � ��il� � F �.O�� ��.EC�I����, ��� ,�' AND QBTAIN WG ALL PERMlTS ANi� REQI�IRED APPROVf�I.S. THIS PRC?)EC�' !S GC?YERNE� 8Y �"HE � ` � WTERNA7IC�NAL BUIL.DING CODE AND 7'HE fNTERNATICJNAL RESi[?EN'fIAL �QDE. COh1PLlANCE � � E S � ��� � � IR�T � �.��� ��.ECTRi�DtE. P�N � m4 1���� IS t�lAttiit��TC?RY. TN� CC}!'�STRU�TiC)N E?C�CUMEttifTS S3�At�L R4G'►T PERMIT 1�VORK 7NAT L}OES � � I I b �DP��T � S��OND F �,OO�S � �,��`RIC��. P�.AN � +�,�� `�;��,��" - hiC?T CONFQRM TU ALL REL.EYAhiT G+C>C?ES it�lCLUL7�NG EN UBC AI�C! ALl. LOCALRNC7 REGlC�hJAL PR.�� E �T � �,� I� . A � � ? ���T � T�� R[� � L��R � L�CTR���. ��A� � eo�ES. A�� � � �.����'���� °� �iRCMITECT: 1 I . THE GENERAL CtJNTRAC7'C?R AND SUBCt,7NTRACTORS SHALI. FEE�a Ct30R�1�lATE ANQ �C ,I°�. WEBB AE���{ 1TECTS P.�. ��6�� E �.EVi�T���S C�BTAIN APP(tC?VALS Ft�C��1 THE ARCHfTEGT/ENGIPJEER B�FC}RE ANY C�7Tf6�l�> NQ7CNING, ;3f� 7 E 4} �J. L1QR�SHEA� CIRCLE, llNIT A �;� Q � ��� �,���� ���3�(}�� CbRtL.LING C)F ANY CAST-IN-PLA�E CC?NCRETE, S7RUCTURAL FRAMING, UR 1�i'JY C?TFlER VAIL, CC� H I fi �S� �� � � ���� +���'����1� STRUCTURAL ELEMENTS WHICH MAY AFFE�T THE STRUCTUEiAI. IN7EGRiTY OP THE P�"I. ��O.�TT.�9�� ASO � �}ETa���.S eor�sr�ucaiaN. CC�NTAC"fS: T KYLE �i. WEBB ��(�2 ���'A�1.� 12. THE GENERAL CC7NTRACTCJR SHALC. VER{FY ALL EXISTIN�G GRAC.2ES AtJD SCA�E �7UT THE MICHAEI� CURRENT ��0 � E��'�RI�R �I�d �G�"�i Ai�� �OC�� �CHE ��l �.� BUII.DiNG Pt)�TPE�it�T Ft}R �}Wt� E� AND ARCHlTECT APPRC3YA� PRI4R `TO BEGINNlNG ANY StTE A�O� �E��� �ET�� �,S � U.,� WQRK. STRU�TtJRA� ENGINEER Ab�3 VVI�[I(?� �E�'AI�.S �ND � ��'� �I�R D� SCF$ � � r�, 13. THE C?Wt� ER Hr�,S BEEN ADVISED THAT DllE i L� HARSN WlNTER C{�NDfTIt�NS, Rt�L"�F & DECK �CRM C�}NStlLT�4NTS, INC. r SURFACES MUST BE MAINTAlNED REASt�t�lABLE FREE tJF ICE & SNt�W TCx ENSURE MthJIMAL �� ��� 4��� PRQBLEMS WITH THESE SURFACES. d/AIL,�C3 � I $5$ '"""""Mr �� ! 4. SUBSTiTUTIQNS aF "EC�UAL" PRC)i�UCTS WILL BE ACCEPTABLE W1�3'H ARCNITECT'S WR1Tf�(V PH , ���.��9.9� 9 f iirrr ...s, a�����r��. �x. �70.���0 � 5x� �'°°.�° cc��v-r�e�-: � ° � � � I5. IT IS THE iNTERlT AND MEANING GF THESE C3C�Cl1MENTS THAT THE GENERAI. CONTRACT{�R T� � �"� EPeI � E.� C'� � � � � ANI? EACH SUBCC7�JTRACTCtE� �'R�YIE3E AI.L l..ABQR> MATERIAi..S 7RAN5PQRTA.�'iC1N, SUPPL.fES, C► EQt1lPiriEl*IT, E'��. TQ tJBTAlN A CaMPLETE JQB WlTHIN TNE ftECOGN[ZEG15'�ANiJARC3S t7F THE � c...� li�C}USTRY. �A1�C,dSC�.P� ,�R��-I ��ECT: A� � .,�i �IELL}$C�4PE �ES�t� f� � � � Ib. ALL CC�NSTRUCTIQN IS TQ FiT WITMffV THE BUILC}ING ENVE�.f,�PE ANi3tt'�R 4U i SIC�E P . C� . BOX 1 $71 �"01�'� SETBACI�S W!T°4-IC}U7 �R�el'ltV� EASEMEI�3TS. NC)TthY ARCHiTECT 3Mi�`iEDCATELY t?F At�lY A�dOCI , C(? � Oi"� di: � 16 � C� � � DISCREPANCIES. ( 9�' �3 ) � 2 �-4(� �}6 �3h . � 970� 3 � s-421. 2 f�� „ ,,, . ! 7. THE GENERAL C(,�h�TRAC�`C�R SHALI. FiELC3 VERIFY �'�IE LUC�TI�i�tS Q� A�.i. �?CISTIt�G �C�}N7A�T': ` � F UTI�lTIES. ALL UTiLITlES Sh3ALL BE i.C7CATED TC? MIP�16MiZE EXCAVATtt��! AN �?? YE��'!'Ailt71t1 R� i F � � L�35 � INlPACTS T4 THE SITE. C i8. THE GENEk�L CC��1TRl�C'�C�R SHALL MiNIMIZE THE I�IMITS (>� E?fCAVATION At�lD TAKE � ADEQUATE MEASUFtES TC� PR4i°�CT ALZ YEGETAl`IC3t�4 �EY`Cl�� T�iE LIM["fS C�F �JC�AYATIQN. A�L AREAS OF i.�(STURBANCE SHAl.L BE RE-VEGETA7EC3 fQ 8[.EhlD V1t`I3`f� `�HE Nt�t�+�-D3S r UI�BEt7 l.�4NC3SGAPE FXCAVATlQN. Al,� AREAS QE C�lS7UR�At�l�E SHA�L BE RE-VE� E'!'AT�C� TC3 BLEi�i� WITH TF-EE N�"!N-DISTl1RBEC3 �AN�SC:APE. 19. �'FiE SC}lt� REPC7R'T 95 A°dA6LRB�� FRC}M OWNE(t'S SC7tLS ENGlh�1EE�t, 20. C�Et�IER,4L Ct�NTRACTC:7R SHALL VERi"rY ALl. S1TE DEVELt�Pl�IENT WIT�# !AhlDSCAPE C{�NSTRUGTIC?N C7C��UI`'1EN�'S. THE SiTE PLAN IS K?R �RAl71NG ANCt LANE}SCAP6 PLAN #S FC.1R ��� � � Q ,� � � � . LAYC�UT; ANY �fS�REPANC{ES VERIFY WITH ARCHf7ECT. 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Locatia� c�f �II trees shall be sfiaked by the Contractor and appx€�ved �ay the Landscape � � � � ,_., ° Arehitect prior to final xnsta� ation. � � � 2. Exact placernent �nd shape �£ planting beds sha11 be reviewed by k1�e Landsc�p� � �° v Architec� pr�c�r ta znst�lla�ion of zrrigafion s�stem. � �j � 3. �lll plarrt r�taterial sha�. b� backfi�I.ed with one part pea�cnoss/comp�st mixture wi�h �; � two parts tapsoil. �.. 4. All pla�rts shall be "Colorado Grown`; if not available "Calarado Fielded", or "Nc��thern , „ e�" Grown " n�.ay be accep�able. 2 �(l I�in. I�i�r�a�t�z� �c�ulders �,o 5. Spru.ce trees tcr be nursery grawn �rith Ieader in�act ax�d undamaged. �,,1 as J�ab 2�ic�. 0714.00 6. AII herbaceous planti�g beds shall be amended wath w�ll rot�ed manure/compost mi�cture Issue Date.�.._.... (o�e cubic yard cumpc�st per 350 s.f. one cubzc yard sphagnum peatmoss per 25Q s.f. } _ � �` __.._._...,..-,-- � .� �zrafi 7tJOx or � ui lant �s ne�ded to Final I7RB May 29, '07 and t;ill�d into ro�k free tapsc�il to a xninimum d�pth of 6"'. -���°�` � 7, All herbaceQUS beds �ha11 be top dxessed with 1 " extra �zne shredded hardw�ad bark rnui�h. ;� � � �� I , Maint�i�t Gra��1 �ehind �c�u1� ��s Revisions june 5, '07 8. All shrub beds and tree wells shall receive a �i��imuzn a� 3" �hredded hardwood bark �nulch. `� P�z�znni� july 23, '07 9. All plant becls sha1l. receive Mira-fi filter £abric ar equal. � � �--- - Key Bo�a ot�l�e�� by 1�" MinM 10. Place a var�zety (s�recies and bioo�z ti�ne) c�f perennials and ground cc��ers in znasses � (min. 6 planfi�} where deszgnated on the plan. Plant masses �f bulbs in peren�ial beds. * . . . �? � ��`1 �°"� � �° � � 11 . All deciduous trees 2-1J2" cral . and over sha11 be stakecl with 6' steel `T' stakes and i���A�'� ��s�t� ���1�����l�l�� ��3����s�cll��Ctll.S � -! � �" �;uYed wx�.i #14 gauge galva:�ed wzre and 1--1/2" wide x 18" �reert nylon tre� s�raps; a11 trees l�ss than 2-1/2"' cal, shall be staked by 6" �.adg�pc�le s�takes with �he sazne J _ guYing and wrapping speci�ficatiQns. �+Tat�ve ���d ?V�ix �. _ -�.. � � Gz�ass �eed. 'I�Iultz-Ccalar �� 1-� I�itude Seed NNIix' Ivl[zx � available from fiirkansas 1 �' (-- l�. 12. AIl deciduous �rees shall be p�ov�d�d with a tree weli a� its �ase, �Ve11s are to be , gl� � r .,� earth constructed having a minimu� shallow dep�h o� 4" "�'a11ey ��ed Gompany, Denv�r, C� (�03-920-';30�} �,�� i ;���'% 13. All newl�r plant�d trees shall be roatfed �t ti�.e of installatir�n. Rc�c�t�'eeding shall 2�° /'�'jd'��/''�,�i'' /``�,, `�� consist of a Iiquit� rrac�t gr�wth st�m�lator, including vit�min �-2 and a s�aw release Grass ���cd Mi�c: ���'��r / �,/�`'`�''�/�'�f/�`�'�/�� ��fs'�'�/�`�/' / �'�'`�/� fertilizer composed of 14+14+10+2,°lo iroan . Ephralm Cr�sted Wheatgt'ass 3 (}°fo 1,�' ..\`'�✓.f`*.�`*.!�� a,�`�,�.,��.'�•.•''�`�, �`'�/�\/�\``�/\�,,/,,��\ �\ ��,� 14. A.11 �ees, shrubs, vines and mixed `lc�wers shall �eceivc drip ixrzgation at a schedule � �`� �/� :t=t�f��'�, �,,�/'.� consistent with their zndividual �eeds. A�� sod areas sha1l �receive spray i�rigat�on �.th Dwar�` Perennial Ryeg�ass 20 /o Blue Fescu� 20fo ��mpa�� Ba�kfil� �;o ���l0 3J�" tc� 1-1/�" �:rush�� I�ock. c�r �quzvelar.t 100°fn averlap. A11 disturbed areas to be revegetated wifih �xa�ve grass�� and wild- � 2��n. at�nd�d I�r. c�ctcar flower s�ed sha�I receive temporary irrigat�on for a minunuzn c�f 30 days; thereaftex, �eubens Canada Bl� egrass 1 S /o decrease water a�plica�.o�. gradually. This syste�t �=i� lhave an atz�omatic clock w�th C�ewings Fescue l 0% Mirafi 14t�1'� �'a�rz� c�r �qui�t�lanfi an integrated razn sensax/shu�-of£. Wildflower Seed 5°fo I�stal� La+�r� l I��aan �Q���fl" �J.�C. wj 4" I'VC: �'ip� or G�ravel. 1,�. Aspen Erees shaIl be field collec�ed with a minimum af three clear trunlcs u�nless oth�rwise �lo�e I�ra� at 1/4" Dr�p �er 1 �.ineal Fc�ot �f �rain, specified. Crrass Seed; 10 oz, per 1 (}00 sq. ft. P .L. S . 26. Unless c�therwise not�d by the d�awzngs ar technical specifications, �Il planting beds shall Native Seed Mix: 9- 1Q oz. per 1 G�00 sq. ft. P.L.� . be separatee� from sod and native seed mix by Bend-A-Board edg�r. �+ . � 17. t�ne applica�ian of da -aznmoniu� phosphate fertilizer, l8-46-0 sha11 be broadcast prior S�ra�v Mulch: !. ' �.��.� � ��.��� �` ��+�.�� � to seedir�g at a rate of 7-81bs. 7.,OOQ s.f. C1ean oat or wheat straw well �easo�ed before �Oailing, free from mature �°' 2�� �j 18. A11 dist-czrbed axeas 1c�cated on khe Landscape Plan to reccive n�tive gxass trea�nent seed-bearing stall�s c�r r�c�ts of pro�ibited or n�xious weeds. T`�l'at tc� Scale � shall be revegetated by sewing the following seed xnixture at a rate of 42 lbs./acre. � 19. Percent �ix af each seed type shall be apprc�ved by the Laxzdscape �rchztect. ''�'� � �� �eeding: � Seed °l� Loosen sc�il of seeded areas to depfih a� 4°' �,,,,} Sheep Fescue 20 (arade sc�i1 �f seeded areas tc� smc�o�h even sur�a�e with moderately cc�arse �, Creeping Red Fescue �0 � Canada BZuegrass 20 textu�e � Canby Bluegrass 2Q ApP1y seed at sp�ciii�d rates in (2) �qual so�vings at r�ght angles to each c�ther � Rocicy Mountain Wiltlflower Mix 20 Flace straw w%thin 24 haurs (2) 501b. balls per It}00 s.f., cri�np iz�.tc� soil /!"� �j Z0. All ar�as to reeezve w�ldflawer seeding sha�l. be sown with fihe follawing rni� af �vvildflow�r * Q seed. Percent n�ix caf ea�h seed type sha� be approved by the Landscape Axchitect. Teanpvra�y E�c�sion Caantr�l � Seed °la Mi�c Straw ba�e �iltation b�xms shall be utiliz�d during the constructi�n ax�d landscaping � periods. Berms sh�ll be 1uc�.ted according ta the plaz�s and as require�l tc� contral t/� � 5iberian tA�allflc�w�r 1.5.08 �+j �� � Pex�nnial Lupiz�.e 13,0� run-�f� and shail be ins�ll�d prior tc� excavatxon. � Sweet Williams Pink 12.04 � � Rocky Mountain Penstemmon �.2.Q4 �ater dissipaters �ha11 be installed at i���rvals in drazrzag� s�vales not to exceed 25 ' e,,G. � � Pere�nial. Gallardi� 1.2.CP4 � � Blue Fiax 10.04 The Cc�ntractor shall be responsit�le far �reventang the releas� of sedi���L-�aden wat�r � C�j Dwarf Cc�rnflawer 6.04 (mud} �r�m the c�rzstr�zctic�n sit�, and sha�l be requ�red to insta�i additional cc�r�tro� . � � A.nnuat Baby's �reat� 6,�� f�cilzties at the direction �f the (��n�r flr C}wr��x`s I�.e�resentative, s�euld prc�bl�ms � �,H Cc�rn PoppY 3.04 C�1 Califarnia PoPPY 3.0(� c�cc�r. � (� I7ame's Rvcket 3.OQ , � �s Shasta F3aisy 3.00 �li �lopes greater th.an � : l wil� receivc jute m�sh e��sior� cont�t�I fabric until � � . , �ian� �Qlunnbine 1 .�0 rev��,etation grasses a.�re established. � VVhite �Yarrow ,32 � � � Aspen I?ais� .24 Fz�otecting 1'�atural �'ea�u�-es � �e��.��C� ��'�.V� w���'e.i�. T�.. 4�,i .�. � � � The area of disruption will be c�mpletel� fenced to protect su�rounding undasturbed `�'" � ,C� � �'� 2� . A11 seed, sown and fertilized areas are to be lightly raked 'zx�tc� �o�t. �? t3�1 � �� � �`� �e Z�3�1.� "� � 22�. Mulch aII sowz� axeas wzth 2-3"' of straw or hay free of weed�. vegetation. The areas w2�ich ar� nc�t landscaped but within the disruption z�n:e wi11 be � � • � � 23. All straw m�l.ched areas are t�a tackified with azi apprc�ved organic taekifier at �e rate revegetated to match the natural vegetation. � � � flf 120 �bs. per acre, �A ��_p�� �••� 24. A.11 finish grades sha1� provzd� £or natural :rc�xt-off of water �vi�haut low spots or packefs. A1I e�sting trees designated to remai� will be surround�d �ith snow fence instalied a� > �+ , � �et flow lines aecurately and prav�.de a �uxiimum 2°lo and a ma�ci.n�t�m 33%a grad'zent unless tka� drip Iine. The fencing will remain through the entir� cons�ruction peri€�d. � . �.��►�1.� � � �.c��� � o�lterwis� nc►ted. Cant�actor shall be responsible fc�r pasztive dxainage throughouf �te �e� ��c� ��"�v�' � � rw` � site, with �e�,;rat�ly set i�c�w lines. l�o lc�w spots �r ponding of water wil� b� accep�ed (���� �'ig tt� �� ������ec� � ��t��3C����. ��'1v� � �i�'" -4-� w . in the final work. Posii�ve draina�e shall c�ccur away £rom aIl imp�ovements. N •�"'°� � � 25. "Speciz�nen' plant materiat shall be flagged at the holding nursery fc�r apprc�val from the . ° � ' ° s=� �=� i � ��I ���: � � �. n � .,,,� L������� ���n�����. -� Y � f 1==i I 1=.--I � I-=1 I 1�-1 I I=I I f ,: � �+ 26. P3ant guantities xn the Plant Schedule are £or infc�rmatiaz� c�nly. Landscap�e CQrtt�ractor zs � /f , � : .`. s�==i��,:���=���;���-=�:���-='���--_ _ _. � �,�� - ' _��=# � �={ � �.-=� � ��� � �=� ��,�° + � , --- , � ---- � ,- � ------�� , � ' � re��a�si��� �o �a �r�.�ix o� q� ����y t����f�� �o� ��r �r�� �.�����r on �n� ���s. � , ,, j, �,� , ,. _. I��.==! � �.�.� l �___� I ��I I I-- I �-----I I I-! ; 1=I ► I--�=� 11=I I ��.=! I I=I I I.-.1 -1 I 1 I I I�I I I�I I �:--I I ��I I I=---� c ' ��. � i i-�.I I I-=I I I.-�-��I---�I I i�.=I��i---I�(�I I I=1 I I=4 I �--1!I-=I I 1-=1 I 1= I I�I t I I�I I I�I�I�I I I�� ' ` �' case of discr�pancies, plans tak� precedence vver plant �ehedule. - � 27. Cc�ntra�tox shall �eld ver existin 1'c�ClE.'Sr uti�ities and coz�ditions, a� d noti �h:e � ��;i�$���� t�i �� i�i ��°���i=; � ---f t I I I�----1!I.�I I 1-I ! I-=I ( I�f I I-�=i I I-1 I I I I I� 1=i I �----�=1 � f�� I I� � � � � � � �:.�-I e 9 ���� E i i I I I;� I � -._i�� ��j��� I--I I I--�-I I �� I I i I=-I I I;, 4 � �-��� � Owner Qf any discrepar� ��s �efoz�e starting work, makin� mod�fica�ian� as directed • ,� • � �;.�----- ; ��G��i����-_�i��=:� � i-=�� i--=� � � ���.-�_i ,� by the C►wner. Contar�ctor w��l be �equired to compl�fi� the work of th�s p_ ol�ct � � �=� � ��� � �-����=����� � ��� � ��� � '=�� � �---- , �`_`} � V aecording to the proposed dra�v�,n.gs, det�s and specif'rc��ic�xis. Tf c�nflicts a�ise '� -- �i- '"---��- }� I I-i�I-�I � �-=I I 1--I I I--� I 1-1 I �����"�I � I t� in the field, contact the Uv�n.er far xesolutian. Cantr�ctor sha1� take ��ke sole `�i I I--��'°` � ' � { ;0 �"► �.3��t . � �'� �.�+� �7�.�� C�� ��� ,r-� .�I I i.�1 I 1=� I I�-I I 1==1 I I=1 I I--- �� � responsibility for any cc��ts i.r�c�zrred due to dar��a;e oE said u�Ii�.e�. � � �.-�� j �=� � ��..) i I`_ ._!�{_"`� � � 28. V�rify locatians anci condi�c��s c�f exist�izz� trees and plaa�ttt r.�.at�rial pric�r to begixr�ir��; ' � �=1 i I:°`r r �-I i�_._..I� � � wark. Con�racto� sha11 take apprapriate meas�.r�s to p�atect �e� and avc�id c�-�f compactit�n �rit:hin drip Iines. A�oid cutting of raots over 1 "" �iameter. Exzsfiing vian.� �,Tl�.�te�.#��. �c��1+C��$� ��1. � material dama e b contra�tor sha1l be re laeed �at eo��ractors ex ense. �a �" �" � ��R ����.� �� '�'��.�. .����.`��� 29. It shall be the Landsca e Cc�ntractors res c�nsibili �� conform t� a� d�si criter�� �� �� �°`� � `'� �� �� �� � � �"� �� � � � � � � � ��� �� a as noted on the Dxawings or the te4hni�al specificatic�n�. fi.z�y ciiscrepaz�t�zes, deiet���s, � additions c�r alterati€ans to th� L?ra�nriz�gs or specafica�.ons ���Il �ae prese�teci � v��i.ting �C�� �C? ���.� £ ta the project Landscape Archi.t�ct priox to znstalla�ion. �. � �i ��`s� �9 �� ��� �� � �� � 30, Landscape �ontraetor sha�I submit the Co�npany's written docum�nt regard�ng it`s policy ��� � � � „ca ,,t in plant guaraz2tee and re�Iacement to the (��nmer. Ea�h �uarantee shall ca�fa�m to �he � �� �°� '� �, r� F'�`�� �'�°�°`at'� az ��,.� AU Rights Reserved minimum standard �f replacing aIi material, ine�uding iabor �.ue to the sickness or d.e�i�h � ��� a ���� �" "� "�:�� r�,;� d��,�,� �,a �ne �ae� �a of a plant for the perzad c�f one year follawing final acceptanc�. � -� a�'� �`orpb`a`� ����, � �° �� , ,�^'"°'°"""`°�'� � instxumentofprofessianalservice, . . �� m -�^� �,,, is the prapezty of Fieldseapa 31 . Landscpe Architect v��ill hav� Ehe soie and excl�zs�ve rxght tc� acce�t a� d reJect ariy p�ant /` _ z„���ra��a �,a � no� t4 � ,��a, material brc►ught onto the �xt� which h�/she may find u��accept�bie. ��� a `�" h '�` "'''��� °` `° ��`, fOZa"y °",� pro ect without the wriHen � 32. Landscape Architect must have a miniznum o� 24 hour� no�ce priar to desired site vxsi�. ��'`�`°"'����' °£ �`� F'�'`�. �h��t A� � C�� �UU�' u � i/ � r r , , , , �_. . . Trt`�. EfA�` 0 1 w, $ � � c� A, Black 1 ; . � 1 m � ' G . . . . .C� ` O oO � 1 � � ' `i. . '` - -. , E S � t� • ' � �� � . . . . ` � „ �., r � n „"� . i � r� i. .. � � � � V � � � � O O y( �.T�11t 32.�►. � � � �, �. }. � � ; ; A O � w � '� °c� C � i { �y s : " .. 6 � ' � ` � � �' L�`�. m , r c _ �. � � _ ', � � j � < _ -. � . . _ _ � , L r � � � , X � � � � Q :z1 < � ' u • ^ U t „� � ` ' � a � � � d ,.� �w ,� , b , , �. � � . , � . . � . Q , , � � __. ' � �� � � __ � --° � * . i ; _ '� r ' r R 4 z� �, � r � . It __ . _ . . . � " � � , ' ,a, . -� - .,, �:y� . . C 4 r,.� ` __._ ,— ��. . __ _ �_ - �. ..:. . _ - -'v/// . ' � � . ' ,� .. . . . - /f� �`' . � , . �,�,a, .: . .. ..> . , ,,...-�,. . . �... . », . . . . .»r .. , � . .. .,. _ . . , �. � .. , . W .. . ,.. . ,,. � t , � � � �. ,� . � � . , . , � J�� �o 0�1 � o0 ,, *a�'"a l , �1 �„ec,_._.�._ ,.. , , . .....-.s�..�.,� � � � �` ,� ._... 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'�'"�' Q � Red�.-wig Dogwood Cornus stalinifera 'Baileyi" White 8'/8' 1 7 Gal. � ����h � OCopyright ''� � Fieidscape Incorporatecl G��� �� — � it = -i (t�_f�n �"'��� p�a � $ ,"��� � � � AlIR3ghtsRescrved .,7 A ll V *,� This dacument, and the ideas and �'�" ;`�' �� �- � � ��� � � � � � �g � � desi ns incorparated herein, as an • °� :�,; �`�° �,�� Mixed Perennials � .._ � ��� � 103 32 ct., 12"' o.c. g � � SnsFrument oE proFessiottal service, ����i � ;t ��3 �.� � � � �� � �� � � � Incor�o 2�edkand is nat tc�be used, �� � � � f rr� in whole or in azt, far an ather � ��� n .... �'"' 7 ) � v p,ro1'ect cvithoutthe wr[ften ; . , ; , . . x .a, . � �-� _>�,�+�- -����4���% authorizatiori Q€ Rie Fie]ds. . • gi �: Native Grass Mix to Match �xisting Grasses � � AlI Disfi.irbed � r�as � �.� .#.. �.�� u ��,�.�.�..�.�� ��� � � Sh�e� ��� � F � � � � {� �,�. � � � r n � � of four t� 1 i I ��..o. .r`�. 1.I'1 �,.�,�.,,� V7 t.J'1 r .,p � 40 Q� t„� � f^V t..a S"`„ \ � j �L. . d�" � . � � �I O �� J� - `�- -------� I ` -� �,. _ .__-- �.. _ _----- - � �-- ------- •�c ° ' _ _ — �,/�`l"� � �� ( � t�,, ►�..�— r°`�, — jf� � �� ; �� , + � L�VEL 3- B GRFA CALCULATION : 600 SF � � � � �l \ �� � � ,r;;:` 1 S) E E GE : � � , ,____--______ f����/ � �+.... � r-°. // < � .:,= ,� ;;t � � 4 9 S . � %/� cr,, cr. 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J � '� .- i�� � � � � 1 1 � � , � --� " 1 �, � �,, , .� {S � I /( , �,/ / �"� .,. � �--'" i����r F ( ..- j � t i � S �TE CCIVERAGE �. - �� -o � THIRD FL.C} QR GRFA __� �. �� = Zo� -o " \ _ - .� � ��v�� z-� ' -�_ 1,348 GRFA � �� 33 ' � ,. �� a.�. ,< , / " �� ,� " � � � �' '. '• � \ �-----�.' "" j r \ —'-------- ^ , --_______ _ --___--- - ��f� ; � , �� � � . I � � * ��. . �� � � � ;'� j���i � l � LEVEL 2- B GRFA CALCULATICIN : 134$ SF � � �, � %/ `;' ' � + ( �05 SF GARAGE} - 600 SF GARAGE CIEDUCTI(�N � � j ` + �`/// � %�� /' � \ ' � I /, \ = 1353 SF ` � 1 �/ f � ��� / \ � �' / � LEVEL 2-A GRFA CALCULATION : 2090 SF , '� ���� � ' ,� � �,% ,�, / � � � � , . `w` "� ' , ;�r`! i, r, �`* � " . �. �� � � °� � f ,� „�,= `f%!f �� �� j ` f �� .��y,� �t � f � � � ( '� /ff%� ,�. f : HOlJSE 31.HASEMENT WAtI dEbUGitONS: .. � � . , � . � , Y�` . \� � ` \ � "`��� \1� ���`� ���� � ��V� - � wMU was wu�wnF s� � 1 \. � � .��\�A � �� � � ` � � 4 «. Illllll ,� s` �� ` � ,�. a I � `��' �`ti�"�,�`'�:.�� .� \� � � � f , _ s � 1° .� � ,� , ' I4lillllil �\�� � .� .�`�, '�`' , �� � � � � z � , ' .� � `�`�`: ���'��`��`�. � � ��� � m � 1 � � ,, `�� °; �; /`� � � .� w�.�, � � 11111VlI11 � �:�� �� , ��; ;� ��, � � � �At���-a � � � � �,. , , \ � ` , , �., 605 GRFA �.ts�at Ww.u�� w �an� w.�w�wuKe 1�� �� �. �,� w w 4E 9F1pW G � � \� `��� ������� �� �'�o •n�,._ essv aus�� z<zs. . ca Anr�- ae� sF f �.,, � '��. ��. •• twwuiva eFwwc�e a aw eu.awcxwe t '\, N ''1 � PAE .� 5Y MEr+ MEh.45F Mfw..� OSF .65 Nt[X. �Sf � `�} �' R / r \ ����, �\ - �\ (� ° `°�.,, �. ' LEV�L 2-A '� °" / T 8 r ^� (}ff/'� /?j� J� �� ., �� - r �� 4 iu 13 11 � L t/ 31,1 4.7 C��l1 \ � '� ��'�\�.,�� � �._ v , A � �� � WAIL DE�UCT70NSt � "`+o � }�1��1�� ��� �� •.���'�. . . �� e � � ` 3 1 � -' � � � `' / r�,,, TAREA BELQW GRADE 30985 SF ,.,,..,-�-"'~� � ''�� ��� \ .� �`�\ �\�4 . /'`�,� � � \� ` � r�„"" � ��11��\� � ��\,; ,", �� , .� , �, 99Bl3Q79 .. 32% BELQW GRADE � � . � � ,,,k 11 � \��` � �� � . �4� �. � / \ ��� \ �ti � � z � t � � 1 �� ����`� �,_��\�,��ti� z, `1� . � ; � o r 1�\�11�\ , � � � � �... ) i + � , J �� ' �' � �"""'""' '� O / - �'� j � '° � / f � � � � � .. . ,-- I � � .� � � � � � � � � � � . _ ---- J � ,� � _ _ 1 " �� �- .� i t� ° �.' , � � ` }�-- � Ht� USE 31 LOW � ST � E�IE � WALL DEDUCTIC� N SECOND FL{J (JR GRFA � � � � � 1" = 20'-fl " � �� � 20 ' -0 ° � .+ i�i.r. 1-8 , FA � I _ _--- — ` `�'p �T ` � ` �EVEL 18 GRFA CALCULATl4N : 1335 SF ��l 6$% ABQVE GRADE = 9d8 SF AD� GRFA � � � � � d�, . �,. � (SEE WAL,L COVERAGE CALCULATIQNS} ,,,r f;� ` ` / f f � t ! ACTUA� UNtT A AREA CA�CS : ACTUA� UN1T B AREA CALCS. � ,r � � � � � LEVEL 1A GRFA CALCULATIQN : 2491 SF � LIVING SPACE = 4, 963 SF �IVING SPACE = 3 . 283 SF t W ' �{ + � 68% ABOVE GRADE = 1A�22 SF ADJ GFtFA � GARAGE = 53fl SF GARAGE = 605 SF , �� , I `'� �r , � � \ {SEE WALL CQVERAGE CALCUiAT1 {�NS) P R 0 � E C T : PROPaSED GRFA UNIT A PR�tPOSEQ GRFA UNIT B � `` � ` � DftAWN BY : � t�EVEL 1 = 1422 SF (ADJ . ) LEVEL 1 = 9Q8 S � (AD� . ) , � � � �� ,, � � ` . � � _ `, ' � ``' .,.. �EVEL 2 = 2090 SF LEYEL 2 = 1353 SF � � � �`�. �'`',�`., °� `� �� '` ,�\�` � � � �EVEL 3 = 782 SF LEVEL 3 = 600 SF ; � * , .; . � � „ � \ � � D A T E : Ob.03 . ) 3 � :`\ � `ti� ' �, � r ���,�ti��� � �. \\����� i T4TAL GRFA UNIT A= 4294 SQ. FT. TOTAL GRFA UNI? A= 2861 SQ. FT. ' s�, \�� `";,;�����, , � �� � � `` = � F , ��, �` � `:;�`�� ,� ���. � � R E V I S 1 0 N S � � "< �``;� ��` 4 . ``' ` \�,� / � i PERMIT 07.30.07 - t - �� ��; `��``;"�`�`�,��� , , , � � � ° � � / � PERMIT RE-I�SDE Q6.05. 13 TOTA� PR(�Pt35ED GRFA ,� ..;� � � �l� � � � .; `"� � �`. �.':� ` t � `�� �, � , UNIT A TCITAL GRFA = 4294 SF � � ���, ���:; :;��ti�� �,�\�� � UNIT B TtJTAL GR�A = 2861 SF �� �� �. � . �� � :� ��� � �� ��� � � � � � �� , ti � *. - �:��` � , � � � � �' � � � �, �;� � �� � �� � I TQTAL GRFA = 7155 SF Y� \ `�� l ����� l \ ,4`� � � � �' �� � ��� �„�� � � ��� �,�� � ��� .�� � � � �''''5� � , , , � �'^ .. � i ��\\ �` \�\\ � ��`��`\ ,��: l �---""--��.� � �,� ���a m . _ .. '� `- �� _. . � �.?t �\ � . �. . : \ .. -�,.^/� � , ,. �. � � ti � . . , . . TOTAI. ALLOWED = 7278 SQ. FT. ' �; �, � ; . 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( 1 � FM 1 SOsf F �R AREA} � i � AER EKCHANGER TQ VENT TNROUGH sr � �� ''r� MECH , CHASE. ELE ATOR PfT � ( `c' t MECHAN1CAt `�' SPACE € � ' , ' .: � OE72 � � � • (i - = � �'"�,,, � � CRAWL SPACE, < 5 ` T. Q . EARTH TO ( � � � G � UNDERSIDE OF FLf�. STRUCTURE � � ae�ov�, �rrp. i I , I � ...'' I I ' CRAWL � �— J � � SPACE UNFINISHED MECN . SPACE � � 001 7A . 5lAB 8596 "-0" I a ' �-, 36 "X36 ° �IRE RATED � ----�r^-�—��*.r,, �-��� � � , ACCES� HATCH TO �" �,�C,`A�-'��„�. ` CRAWL SPACE, �5 T. O. EARTH TO I AB4VE , � 20' FR4M AL� ' � �ri � p UNQER5IDE QF FLR. STRUCTURE ooz f,�p„'C`��,'(� MECH . EQUIPMENT, TYP. � ���, ; ' , �t���p. � ( �''��`„ �"�� "�i , ' � � �a ��� " ' � UNFINISHED STOFtAGE SPACE 3'x4' CRAWLSPACE � ° T.Q .SLAB 8596�_0 �� ACCE5S 2C1 MIN . � �_���� ( � ir, �` � � � �., � DQQR wl SELF —� ' � « �� '� ' CLC7SER `` � � � � � � 1,�po �,�, ��� , f ''� o �` , ��, .'y1' �°c' � t — — — — — _ � �'a. `�`-- � �T1�PBACK LII�E �7-_ I � . � . � � �.i"� � �' � � , P.. � �n SLAB ON GRADE FUR j � ` FLR . ABQVE � ..... � .3� � � r°.� �...r/ � � � � .J # �.■ •• O � � � � '° t„�„� ° ='' � ! � ~ �p ,�� � , .�,�' ,, { � I � ,��'�° PRQ � ECT : a�ol DRAWN BY : DATE : Ob. �3 . 13 ��, REVISIONS : . '�., PERMIT �7.30.41 PERMIfi RE-ISSUE 0�.4S, f3 - RADQN CONTRQL TO COMPLY WITH IRC 2012 APPENDIX F . 1 . DRAIN-TILE & S7UB-OIJT UNDER SLAB & GRAVEL; °=�°° �� �� ����� � � . 6 MIL. P(?LYETHYLENE SNEETIN�a OVER GRAVEL, �� �� � �� � �� ��� � � 3 . PERIM , SEAL WJ ONE PART POLYIJRETHANE CAULKING ; - 4. INSTALL RADON FAN & NECESSARY PIPING TC1 CQNNECT DIFFERENT ELEVATICtNS; � � � �„� ���"� � � . 5 . EXACT LG►CATION OF PIPES TBD BY CONSULT, PER SITE VlSIT � �'"' -- � 6 . ALL. ENTRY ROUTES SHALL. BE SEALED W/ QNE PART PC}LYURETHANE CAULKING ��� • � - - �"�' 7 . DAMPPROOFING C) N ALL PORTIONS C3F CQNCRE?E & MASC} NRY �DN WALLS BELUW � � GRADE PER IRC R4Q6 � 8 . CRAWI. SPACE ACCESS DOC►RSJOPENING� SHALL BE GASKETE � TQ PREVENT AIR ��� Q . �� - � LEAKAG E . �,,f FG�OR PIAN , , ` , , / � C �AW L S PAC � - S I a E A . __.��.. .�� vm_ . . _.. � t � �:� � ...v;: . _ . ,� w ._., . . .� , .. �. ��:.. �. w �„�� ��. ��� . �. . _ ���_ �,u 1/4" 1 ' -{�"� � �� r, ` j . -t .J ; � � � _ i , ; � � , , _ ..,__ , _�_ , i ! �. _ . .� � . E . . r � i7C3 + - <'....� F h ( � . R � _. __��. _,_. ._._•___.. a � _._ . . � . �� � � f __� � � � 1 - � �`� � ` � � � - � �_ � ._ _ _._. � � � .� � .__. � _ _ _ _� _ � s .� �� G ___ _ __ i � � 4W4 �� I � , ' j � ; � ' � � l � I �� c"� �r""`+.. 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TYPICAL COLOR OF DECC}RA: � �\ �� t� t— � WHITE - DRYWALL. LOCATIQNS ,f �� �\ �\ �\ � `� 2 �-� � � =�^ BLACK - STQNE L�CATIQN5, VFY, �\ �� �� \� \,\ / � \� �� �� �\ �� �� � � 2 . PtJWER AND LIGHTING DlSTR1BUTIQN �� �\ \ \\ \� �� , � f � ( � �" Ta Ft) �LOW REQUIREMENTS PER 2011 \ \� \\ \� �� r� � " NEC �\ ��\\ \\�\ � �� � \� ��� �� �\ .,'"'•i. �\ �\ �\ �\ \ �C/ \ � ���� �� � � 3 . EL.ECTRICAL WALK-TMRU (S REQUIREQ �� \� \� \� �/ � � � � � � WITH ARCH[TECT AT ROUGH-IN \� 1 � �Y� �� ��` � � � \ � �' �\ � �` i�\ \'� O \� � � � I / �.. v��� �Y a�,� ��ao� our�Er �ocar�arvs '�� '�r �� �� � ���� �� .�� � �� � � WITH FINAL FURNITURE LAYOUTS t ��� l\'�� � ,�� �� �\// � �\ � 5� . VERIFY HEtGHTS QF RECEPTA�LES FtJR � �\ �\t\ \\ �� \\�'�'� n \� � �� �� . \ � i Ns WITH INTERIdR ELEVATIONS �`� �, \/ '� �\ \ � \\ 0 �\ �'�� \� \ti \� �� \� I ELECTRICAL PLAN NOTES: � �t `jv�� \� 0� �� �� � ���� �� � '� \� \� \ ��\\ \� � \ � / � �� � 1 PROVIDE GFCI PROTECTED UNDER A602 D \1 \ � � ,,� � CABINET PLUG MQLDS AS NECESSARY \� � ��`,� �� � \� � `��� �,�"�� �� ��� � \ �\ \ � �� �� � �� � �� � �� �� � �1 � � PRO � ECT : �IGHTING SYMBOLS �\ � �\ � � �`�� \\� \�� � �\ ���\ � �\ A301 � �� \���� � �� O O �� � �� � DRAWN BY : O RECESSED CAN L(GHT: WALL MOUNTED TEI,EPHQNE {�UTLET Q SMOKE DETECTQR \� \ \� �� �� � D A T � : O �.O�. I3 '� ADJUSTABLE L70WN �IGHT � \� �� \ \1 �� �� COMBQ. DATAJTELEPHONE (�UTLET � DUPLEX OUTLET + 18 '" U .O. N . \� �� �� �� �� R E V I S I O N S : p�, RECESSE� CAN LIGHT: � UAD OUT�.ET �\ � � \� �\\\ \� PERMIT 07.3Q.OT ��1 AD� USTABLE &/C1R SLOPED SPOTTR� M ❑N 2 RG6 Ct)AXIAL � 4 Z GRUUND FAULT DUPLEX t}UTLET, �\ � �\ PEftMIT RE-ISSOE Ob,OS. l3 '�AA �� ��ACE MOUNTED LiGHT FIXTURE � SWITCH � +42 " U .O. N . � -�y}- QECORATIVE LIGHT FIXTURE �� �`�AY SWITCH .� DUPLEX OUTLET, HALF S1NiTCHED �� � �� ��� � � MULTtPL.E SWITCH + 18 ° U . O. N . �,/� ¢ � � � � ���� 4 C? DUPLE?i FLpOR OU7LET � ' � � �� �� � � � PENDANT L1GHT DiMMER � RECESSED LEN�ED SHt�WER LIGHT �� � DUPLEX FLOOR 4UTLET, HA�F SWlTCHED , � 8 �� � � �,,.� � VARIABLE � -� �V N� iNFL,04R QATA AND QUAD �� �"' T[ MER POWER OUTLET ' � ° -�j- SURfiACE MC}UNTED LIGHT �1` A D Cl L X � � e `t�� �,���Y INFLOOR DATA N UP E � SWITCH IN JAMB �� Pp}NER QUT�ET ' �� �� �� 24 ° HALOGE�t UNaER CA6INET LIGHT KEY HOMEWQRKS KEY PAD �_ NEW HflSE BtB . p A� -�- EXTERIOR WALL SCQNCE p1 NC} MEW(?RKS CIRCUIT QESIGNATION � � ���� r �i�� a � NEW JUtVCTlON BOX , �A EXTERIOR STEP LIGHT �' BATHROOM EXHAUST FAN 4 � E►lV NATURA� GAS LINE „� � � r / � SECC} NC} � EVEL ELECTRICAL PLAN - 51C� E A 1/4`� = 1 , _Cl �� 1 J '� . . . � � s . . �✓ i i 1 � '' / I 4 .. i W i ; \ : � . € aG � 351 i � i { s { � � r.,, ..—. � -�''� i_._ _ � x __ � _l I �_ � � ,,a �+a �.n � �5s K Y E i • co o. v c-r � ' � � • p„ , ,d., r \ � � / ( � � ' � � � I il N I I II II �`�, `" � � I II (I I I II II � �" � � --`'� I I I 1I I 1 I I I I � � �. , � � � .� r I II II I ! 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Nt7TES : A310 / � �- �� ,,,.; � � � � ,eI 1 . TYPICAL COLC?R �F DECORA: ».�. WMITE - DRYWA�L L4CATtONS � � Q .�,"`�, BLACK - STC}NE LOCATIONS, VFY. ,� � , . . � � 2. POWER AND LIGHTING Q(STRIBUTI� N � T(? FQLLOW REQUIREMENTS PER 2017. � G�r NEC ,� 3 . ELECTRiCA� WA�.K-THRU IS REQUIRED � WlTH ARCNITECT AT ROUGH-fN ( � 4. VERtFY A�L FLd{JR OUT�ET �OCATICINS WITH FINAL FURMTURE LAYt7UTS 5 . VERIFY HEIGHTS 4F RECEPTAC �E� FQR Ns WITH INTERtOR ELEVATIQNS I ELECTRICAI. PLAN Nt}TES : � FROViDE GFCI PRf�TECTED UNDER CABINET' PLUG MOLDS AS NECESSARY E PRO � ECT ; LIGNTtNG SYMBOLS D : DATE : 06,43. 13 oA RECESSEa CAN LIGNT: � WALL Mt�UNTED TELEPHQNE CiUTLET Q SM4KE DETECTOR ADJUS�TABLE D01lVNLlGHT COMBQ. DATAjTELEPHONE OUTLET � DUPLEX OUT�ET + 18 ° U . Q. N . R E V I S I O N S : - p..�, RECESSED CAN LtGNT: � � P E ft M I T Q 7.3 0.0� _ a�} A D,� U S T A B L E &!O R S L O P E D S P O T T R l M �N 2 R G 6 C�A X I A L QUAD C7UTLET �AA � �RFACE MOUNTED LIGHT FlXTURE �i SWITCM � +�OU�ND� �AULT DUPLEX OU7L�T, PERMIT RE-ISSUE Ob,OS. I � 1 3-WAY SWITCH C7UPL.EX {?UTLET, HALF SWITCHED -C�1- DECt7RATIVE LIGHT FIXTURE �� � + l$" U .4. N . �K����� �� ����,� � �� �'� � ���� � � � �� � � MULTIPLE SWITCH 1 ��,� �� � �� :� � �_ a PENDANT L.fGNT 4 C'� DUPLEX FLQOR QUTLET A�� � � DIMMER � Q RECESSED �ENSED SHOUVER LIGHT � (ai DUPLEX FLOOR OUTLE7', HALF SWITCHED � VARIABLE ���,�� , ,i,,. r '�� � . ...��...�.�., � � _ � -� � V � � INFLOQR DATA AND QUAD � . ��� _ -�- SkJRFACE MQUfVTED LIGHT �T T� �E� Pt?WER (�UTLET R va++an� �: SWITCH IN JAMB �� � � ��-04R DATA AND DUPLEX f � � RUWER QUTLET f ��� �! h 4.��1��� r �-� 24" NAL�GEN UNRER CABINET LIGNT � Hs � " KEY FE�MEW4RK5 KEY PAD � NEW HOSE BfB ��� 1.. PI�NS EXTERIOR WAL.L SCDNCE 01 HUMEWtaRKS GIRCUIT DESIGNATIQN , ` �A (� NEW � UNCTION BOX �� EXTERIOR STEP LIGHT �C�' BA7HR0(JM EXHAUST FAN � NEW NATURAL GAS LINE � � � / � THIRD L. EVEL E � ECTRICAL P �AN — 51DE A � � � _ . ._ ,. � �. . .,. � . . ...�;::�. _ �.��. _. e. .. . .�. 1f4 '' = 1 ' -0 " m..;.._._ _ .. _ � . . ,� ..�,,.,� _ _ _ \ . .r, LIGHTING SYMBOLS r-- -^y OA RECESSED CAN LIGHT: N WALL MQUNTED TE�EPHOfUE OUTLET O SMOKE DETECTOR `O '-^ ADJUSTABLE DOWNLIGHT °O °` � COMBO . DATAITELEPH4NE OUTLET � dUPLEX OUTLET + 18 " U .O. N . ``' o � p_.� RECESSED CAN LIGHT: ca.,, , � �oa ADJUSTABLE S�/OR SLOPED SPOT TRIM �N 2 RG6 COAXIAL � QUAD OUTLET � � GROUND FAULT DUPLEX QUTLET, ' �„�„ or`. �AA SURFACE MOUNTED LIGHT FIXTURE �s SWfTCM � +42 " U . Q. N . � �. � 3-WAY SWITCH � •+-. DECORATIVE LIGNT FIXTURE 3 DUPLEX QUTLET, HALF SWITCHED +-� '""� o°�, � MULTIPLE SWITCH + 18 ° U .Q. N . c,, h— r� � � � Q PENDANT LIGMT `� C`} DUPLEX FLQOR OUTLET + + �� DtMMER � DUPLEX FLdOR OUTLET, HALF SWITCHED "— _.`'"`'., � c� � RECESSED LENSED SHOWER LIGHT VARIAB �E • -- � �V � � INFLt10R [7AT/a AfVD QUAD -�- SURFACE MOUNTED �IGHT �T TIMER PQWER OUTLET -� a SWITCH IN jAMB � NFL.Qf�R DATA AND DUPLEX � � � N � POWER OUTLET "' � 24" HA�CiGEN UNDER CABINET L1GHT � � � ��" KEY HOMEWQRKS KEY FAD y "� NEW N4SE BIB ..i.�.i �' �'' EXTERIOR WALL SCONCE Q � yQMEWC?RKS CIRCU (T CIESIGNATfON '� A � NEW JUNCTION B�X � (�ZI EXTERIOR STEP �IGHT � BATHROQM EXHAUST FAN A � i� EW NATURAL GA� LINE �,✓^� ..I� r:. s � ,. " \ GENERAL ELECTICA� NC}TES : � � � � 1 . TYPICAL CO�OR OF DECORA: � � WHITE - QRYWALL �OGATIONS � � BLACK - STtJNE I.�CATtC}NS, VFY. � � � �2 . PUWER AND LIGHTING DI5TRIBUTION � � TC? FOLLOW REQUIREMENTS PER 2011 / �,,�'' � `� NEC � 3. ELECTRICAL WALK THRU IS REQUIRED ' � � WITH ARCNITECT AT RQUGH-IN '�' \ � � 4. VERIFY ALL FLQfJR {3UTLEl" LQCATIONS A502 � � WITH FI (VA� FURNITURE lAYOUTS �� M r i � �� � � . 5 . VERtFY HEIGHTS OF RECEPTAGLE� F(�R � ! `�. TVs W17H INTERtQR EI.EVATIt?NS �,/ � � • v � ELEGTR(CAL PLAN NUTES: � ` � r 1� PRC7VIDE GFCI PROTEGTED UNDER � � , ` ...� CABINET PLUG MOLDS AS NE�'ESSARY �' � � �� �; ���, � . , " : TERRACE A602 � � � • �r � T. � . 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E�ECTRICA� WALK-THRU IS REQUIRED WITH ARCHlTECT AT Rt�UGN-IN �- � I- � T � � � � ..:� r /'� K Y \ 4. VERIFY ALL F�t�QR QUTLET LOCATIQNS � � WITH FINAL FURNITURE LAYOUTS � � � - - � `�.` . 5 . VERIFY HEIGNTS �F RECEPTACI.ES FC}R -- � TVs WITH tNTERIQR ELEVATItJ(�S � { II � I I � � ) � I � ' ( � � 3 � � � ( ) � 0 �" \ � / ELECTRICAI. PE.AN N4TES : ,, � � ( I I ) � ( � { ( � f "�. � ••�••�G• �1 PROVIDE GFCi PRQTEGTED UNDER � � � I � I ( I II I � i �------- � � `� CABINET PLUG MC1�DS AS NECESSARY � � � � � � � � 1 � � ` � , � � . � � � � � � � � � � � \ , / I 11 Ii I I II ll � � MAST R MATCH LiNE I II ( E I I lI { I BEQ �Q M B - ! II If 1 I II ! I �� 1 , , �a�rr wa��. � � � � s'� f 1 I I � s �pa�aT�o�v � � � �� ,: I I { I I I 1 ,,..-- ` E ii ii i i 1i � t � � � � � � � � ,��' ����� : � ��. � ������ �,. � { i I I I I I 11 I I � ��� _ _ _ _ _ __ � +� .� � °, t� � � ,. � I II ! I I I II II � ,,,��''� I II II I I II II � � � ` , � � ,, $ �,,.,- ' I ( I II II 1 ! 1i ` � � + = � I ! I I ( ! 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W 5El.F CLOSER - � � t,y 2 102 1 LL LAUNQRY P��� 3'-0" x $'-Q" 3'-S" x 8'-5 " LH 2-3/4" �AHOGANY NONE INTERIOR SCAB DOpR ��� � � 3 103 1 LL FOWDER Pwvacv 2'-4° x 8'-0° 2'-5" x 8'-5 " LH 1-3J4" MAHpGANY NONE INTERIOR SLAB DdOR � 1"�+ 4 1�4 1 t� BATH 9A pa�vACr 2'-4" X $'-0" 2'-5" x $'-5 " LN 1-3J4" MAHOGANY NONE IN7ERiQR SLAB DQQR LENTiL � �ENTiL TRIM �^�..,° � � 5 205 2 �L BED 3A pwvacr 2'-4" x 8'-0" 2`-5° x 8'-5 " RH 1-3/4" MpHpGANY NONE IN7ERiOR SLAB DC34R TRIM . T., 6 105 2 �� BED 3A pnssace 4'-6" x 8'-0" 4'-7" x 8'-5 ° DOUBEE 1-3/4" MAHOGANY NpNE IN7ERIOR 51.AB dG't18LE BOOR t----_r_--- y �` t � � • 7 1Q6 1 LL BED 2A raivncv 2'-4° x 8'-Q" 2'-5° x 8' S " LH 1-314" MANOGANY NONE INTERlOR SLAB DOOR � $ 106 2 Ll BED 2A rassn�e 4'-6" x $'-0" 4'-T" x 8' S " bOUBLE 1-3t4° MAHOGANY NONE INtERiOR SLAB DpUBLE DOOR � � � „� ,,,� �p 9 107 1 ll BATH 2A p�a� 2`-4" x 8'-d" 2'-5" X 8' S " RH �-3�`�° MANOGANY NC?NE INTEftipR SLAB COOR � 1��� � � � 10 1c38 1 GUEST 6ATN iA vrwncv 2'-4" x 8'-Q'" 2'-5" x 8'-5 ° �.ti 1-314" MAHOGf�NY NONE �, _� � 11 109 1 Gl1EST 8ED lA rwvncr 3'-0" x 8'-0" 3'-1" x 8'-5 " RH 1-3/d" MANOGANY j � W�NppvV 7yp. =R�� � r•"; 12 109 � GUESTBEp 1A p���E 2'-4" x 8'-0" 2'-5" x 8'•5 " LH 1-3I4" MAHOGANY NONE lNTERIQR S(A8 POOR '� � ������ ��. � � �° 23 112 1 �L LiNEN C�OSET va5sr,�E 3'-0" x 8'-Q" 3'-1"' x 8'-5 " DOUBLE i-3/4" MAHdGANY NQNE INTERIOR 5LAB D4UBLE DOOR � ' � 14 119 1 HALL vnsSr,cE 3'-p° x 8'-G'" 3'-1" x 8'-S " RH 1-314" MAHOGANY Ndt1E 20 MiN. w SEIF CIOSER "� � � 15 207 1 PQWQER R40M A ewvacv 2`-6° x 8'-C1° 2"-7" x 8'-5 �" �H 1-3/4° MAHOGANY NONE INTERIdR SLAB DOOR � �" I � ` � � � 1fa 248 1 MASTER C�OSE°T' A pp$$ACY� 2'.q° x 8'_p'� 2'-5" x 8`-5 �" LH 1-3t4" MAHOGANY NONE INTERIOR SLP,B DOOR ----°°-'�` �!�� GJ 17 209 1 MASTER BEO A awvncr 2'-6" x 8'-0" 2'-7" x S'-5 3�° FSH 1-3/4" MAHQGRNY NONE tM1iTER10R SLAB DOQR „� � 38 21Q 1 MA5TER BATN A varvacr 2'-&" x 8'-0" 2`-7" x 8'-5 �" �H 1-3J4" MAHOGANY NONE INTERiOR 5LA8 DOOR ,,,� 29 210 2 MASTER BATH A p�uvACr 2'-p" x 8'-0" 2'-2° x 8'-5 " tH 1-3 4" MANOGANY NONE INTERSOR SLAB DOQR �.,� � 20 307. 1 GpRAGE A rwvact� 3'-0" x 8"-0" 3'-1" x 8'-S �" ftH 1-3/4" MAHOGANY NONE 20 h11N, w/ SELF CLOS'cR � ^ VJIiVt)OW `IYP. WItdDG1W l"YP, JANEB ''�-. � 21 302 1 MUbRCtOM R gq�sr,�E 3'-Q° x 8'-Q" 3'-1" x $'-5 �" DOU6LE 1-3/4" MAHOGANY NONE iNTERlOR SLAB D4UBl'c q4vR � ('`` � 22 302 2 MUDROOM A g • 3'-0" x $'-0" 3'-1" x 8'-5 " RH 1-3 4" MAHOGANY' NONE 1M1STERtOR SLAB DOOR � + � � TRIM � � � 23 152 1 GUEST BEQ 26 anssncF 4"-0« x &'-4"` 4'-1" x 8'-5 �" DOUBLE 1-3/4" MANOGANY NflNE lNTERtOR SlAB DCUBLE O(7.^.R 4 -' c _....4 � 24 152 2 GUE$T SED 2B rnrvkcY 2'-4" X 8'-0" 2'-5" X $'-5 �" LH 1-3J4" MAHOGANY N(}NE INTERIOR SiAB D04ft � . . 25 153 2 GUE5T BRTM 2B rwvncr 2'-6" x 8'-Q' 2'•7" x 8'-5 �" RH 1-3/4" MAHOGANY NONE !NT�RIOR Si..�,B DOOR � �_______ _,_._ _i � 28 154 i MECHANICAl B rnssn�E 3'-6" x $'-4" 3`-2" x $'-5 �" LH 1-3/4" MAH�GANY NONE 2p Miid. w SELF CLOSER � 27 155 1 LL STdRAGE B Passa�� 2�-6" x g'-0°' 2'-7" x 8'°5 z" lH 1-314" P�IAHOGANY NOt�E lNTERIQR SIAB t�00R � � uy Sll.l. TFtCM � 9„�,. l_.-_.r-� � 2g 1S6 1 GUESi" BEO 36 rass�cs 3'-0" x 8`-0" 3`-I" x 8'-5 }�" DQUBLE 1=3/4" MAHOGANY til4NE INTERIOR StAB DQUBIE QpOR 29 156 2 GUES7 6ED 3B pRIYpGY 2'-q^ x 8'-0" 2"-5" x 8'-5 �" RH 1-3/4° MAHQGANY NONE lNTERIOR SLAB DOOR 3CS 1S7 1 GUES7 8ATH 3B awvacr 2"-6" x 8'-t�" 2'-7" x 8'-5 " RH 1-314" MAHOGANY NONE INTERIOR 5lAS DOOR 31 252 1 ENTRY CLOSET B arssncE 2,_2° x 8�-fl'� 2�_g" x g�_5 j�° LH 1-3/a" t+iAHOGANY N4NE INTERI4R SLAB DOOR 3� 253 1 GARAGE 8 rwvacr 3°-pN X g�-p° 3'-1" x 8'-5 �" �H I-314" MANOGANY NONE 20 MiN. w/ SELF CZOSER � 33 254 1 MUDROOM 8 PASS4GE 3'-0" x 8'-Qy 3'-1" x 8'-S �" �H 1-314° NfAHQGAhlY NON� iP1TERE4R SLAB QQC1ft 84 255 1 POWDER RQdM 9 varvacr 2�.4^ x g°�p° 2'-5" x 8"-5 " �H 1-3(4" MANOGANY Nt7NE 1NTERIOR SLAB 6QOR � 1�,�� T�. � � A'`� V ii i € �i � t..J Bl 1� l�,d � i � � � � ��� � �! � tr � � li � � il � � !'1.�� i1, � V � 1/ V � 1 '�9 �1 V '4f V L/ � 1 � � � � G3 t�L i..? � � �,.J ! 1 V 1.� 3� 351 1 MASTER BE4 B viuuacr 3'-Q" x 8'-Q" 3'-1" x 8'-5 �" Ly 1-3/4" MAHOGANY NONE iyTER1C7R SLAB DOOR Q 35 352 1 MASTER 8ATH B vtuvn4r B'-4" x H'-0° 3:_1" x g'-5 }�z"' RH 1-3t4' MAHOGANY NqNE lh3TEftlOR SLAB OaOR F"'� � .T.S . � .T.�. 37 352 2 MRSl`ER BATH B rantacv 2'-0° x 8'-Q" 2"-1" x 8'-S 34" RN 1-314" NIAHOGANY NONE INTERIOR StA43 dG4R �,,,� 38 353 1 MASTEft C�OSE7 B P 2'-8" x 8'•0" 2'-4" x 8'-5 �fz" LN I-3J4" MANOGANY t�CNE INTERI�iR SiA9 DOOR ��.�"' * = OVERFiEt?D CQNCEAIE�? 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SEAtANT taND Q � BACKER ROt.�, TYP, ' �� `�= � �I� _ ��� � ` ` NOT�D UNCi"S TQ HAVE � BACKER R�+D, TYF. � I �EALANT ANi� jELD-WEN ClAD k1l1i�DQWS; � � ¢ � � ������ " ,; � � Q ( B�GKEFt }?C}s�, 'i1'P. NOTED UNiTS 70 HAVE ; �� , � lNTEGRATEi� �IXED ' � JAMS SEE DE7AlLS � ( J�LD-4VE�t CLAC11�lIND04V5, IPlT��aRRTED FIXED JAMB SEE D�l"AILS � '' ' 3 � � �'�!+,' �' SCR6Et�5 (SEE 3��JG � � NQT[D UNI�'S TO HAVE ` �� SCREE�3S 4SE� BLDG ; EL��VATtOi�Sj � � � aNTEGRATED FiXED JpttvSE3 S�� CrETAlL5 E�VATlONS) � � �,> ,. JANi� T`(R. ��� ! N i�� SCREEt�S {5EE CiLDG � Ei�VA`tIC}NS) �---- . --1 _L___.� }AMB IYP. INTERIOR � < �- �j ' $ Y � � �MR�` � nIh � j^�` � , �y � at � � / p ��*y ,�^y., l � � p i � ��°° � p � y � f ; � a {� J� pp �+ ` R � p^* ���� ��� ' � ��. STt3NE �E jA�l� t - � .L � VV � l �A � L.lY56 � ��� � ��� � � �' � � f��� dl6 � � � 1 � � � � V1 � VL.eB11V � �� � � ��� EL �C�3 � 1 � i16 � Y � i �° � � � Fti► � � � 5.l� � �t�►� � ��� � � � 6�? � R.7! .Jl � � iV4..7 i� .T,S , (�t .T. S. � lV .T.�. EXTERiOEt EXl°ERtC3�i JEI.E�-WEN Cl.AD WiNl70WS; EXTERIOR NOTED UNITS fi0 NAVE JE�D-1NEN CIAD WINC50W5; � JELD-W�N CLAD 4'VINDOYJS; NO�°ED UNiTS TO HAVE NOTEIJ UNITS TO HAVE lNTEGRATEC! FIXED SCREENS � LtNE Q� SitL, BELQV?/ SEE tNTEGRAT�D �iXED SCREENS it�TEGRRiEQ FlXE[a SC�EENS (SEE BIDG ELEVATE(7NS) TRIM DETAIL SNEET (SEE BLDG E�EVATION5) � LtNE QF SiLL. BELC3W SEE (SEE BLDC ElEVATtONS) L1NE {7F 51LL. BELC?W SEE � W ..-�"""�- � TRtM DFi'AtL SNE�1' TRIM DEl"AIL SHEET SEF1lAN7 ANl� 5EAL4NT AN [3 { SEAiANT A�D �w � BACKER ROD, 'iYP. BACKER ROD, '1YP. O S['AL!#N7" AtuD C� 5EAlliNT ANp � SEAIANT AND � CiACKER ROD, TYF. � BACKER itO17, TYP. � BRCKER Rt3D. 7YF. � � � STC}NE RUBBLE SILL �ACKEFt ROD� 'fl'P. Si�L SiLL ,,��r CAS9NG S�E TRt�I DETAIE. MAHpGANY CASING SEE � GASli�G SEE TRlt�f �?ETAiL ■ �r .�.•, Ca STAINEC3 2X2 Sty140"fH •° TRiM DETAlL SNEET ;� SI-, E�T ,�_. . .•, ,--�.- .�_-- - SAWN ftED CEDAR jAMB STONE RliB�E AM8 � \ ` �� � 2X6 SMOC)Tt•! SAWN REC} SNEE"#' /�� � C� INSTALI. FLUSN w/ SiL.L I � `'~--...,,,,. \� � ; �, .f, CEDAR JAMB INSTALL : � � b�..i t� t'� ; � \ � \ � � _.--'"'� FLUSH wI SILL i , � --� +� VYC�R PLUS� OR SIM . ON ALL ��� SHIM SPACE VYCOR PLUS. OR SiM . C7N ALL \ 1 � � ' .. ,° G� •""� SIDES QF OPENING W/ 30# I' \ � , ;. „ ii° SF�iM SPACc VYCC7ht RLUS, t7Fl SENI. Ohi AI.L � 4�� , w 1 5IDES �P OPENING NJ130# \ \ i SIDES O"r C,3PENING WI 30# I� � SI'1N� SP'ACE � � FELT (?VERIAY � \ I ~ "'` �-�' � PER �TRUC7. FELT OVERtAY � � E� .__.-"--- " ~ � �X KIh1G S7UD FEi.T OVERLAY �I .•,_,..__...�--�--- ._-. : ..--.- � t^r� BLDC., PAPER; HOl.d BACK i� � \ \� {i � " P�R STRUC"i'. � -�•� \ �`' Y--- --°° BL.[7G PAPER; NC}LD BACK E� � 4 3" ALl S@ES C7P Wf?W � B[.DG PAPER; HOLD BACK � \ �I � 3" ALL S!1?ES OF WDW 1 � � .J �"" PER MANUF. SPEC. �i "fYP. COR7FN tiVAL� 3�� A�L S(�ES OF WDVV i __- - -° TYP, 1�ASt7NFtY VJAl.L 3� ) CONST. SEE [3ETAIL , t�ER MAfUe1F. SPEC. � � ~�-� , --- 7-A5b1 PER MANUF. SPEC. � � i ��3iV5T. SEE DETAIL i� TYP. g&B WALC C(JMST. � J � \ ti t i� �. z-a�oi � s�e c��-r�,i� �-,a�az � �■ INTERIC�R �"�"�' INT�R(C}R "° � � l � ii� I ,� � C� V1�+' �M � C� E�"AIL� (c� � CC� ��� � � � �3 � � C� � �1L' � � � �3VU` � N� �3 D �`�"� 1 �. �� �`�'�? � E �� � � � F� � Vti � N � tJV� ,��I � �3E�`"AIL {a� � & � SIDl �ilt� N ,�''.S. N .T.S . �l .TS . EXTERICR ���.c�-w�r� c�a� wer�r�aws; �xr��ioa �xrEr�ro� PIOTED UNtTS TO HAVE jELD-VIlEt3 CLAD Wihti]GWS; NC3TE� UNiTS T'O HAVE [i�T�C,RATECI FIXED SGF�EENS JEL.D-WEN CLAC? VNINDC3W5: IN`TEGRATED FiXEL� SCREENS P R O � E C T : (SEE BtQG ��EVAI"iONS) NOT�D UNITS TO HAVE � (�EE BLD� EI.EVA'ftONS) D R A W N B Y : 1NTEGRATED FIXED SCREENS LENTIL TRIM �qhfg (SEE BLDG E�EVATIONS} - - � 4 DATE : ��.��. � � --�-�- __,_ _ _ �� .:,� j SE,4LANT ANQ S�ALAhii ANC3 JAMEi SE�I.ANT AIYD '� BACKER R�D. `f`YP. PRERAR�O SI�L PAN WI END O PR�PARED SILL PAN W/ END �j BACKER RtJD, 'TYP. v PREI�ARED SILL PAN WI ENQ p I Y � BACKER R�D, 3YP. C1AMS PER MRNUF. SPEC. � DAMS PER MANUF . 5PEC. c� CiAMS PER MAI�lUF. SPEC. a� R E Y I S I O N S : SEAtANT ANI? S�AlAI�7 AND )AM8 BACKER FtQD, TYP. SEAIANT AlVD SACKEFt ROD, TYP. T�ir� BACKER ftOD, -nr�. P� RMIT 07.30.01 VttINDOW TYP. � 2X2 5MOOTH SAWN RED CASl�7G� SEE 7RINt DETAIL C;,,�51�1G; SEE Tr�iM DEi'AIL PE �SMIT RE°ISSUE OG.�J�. I � - CEDAR SI�L wt CtRIP KERF SHEET FC}R SN �Et' EOR 2X6 SE1C7�TN 5RWN RED GASlNG; SEE TR1M DEi"A!L 1 , SLQPE TC?P MIN.�" SPECiFfCATIONS �°EClPICA'�"iC}N5 CEI�AR 53LL uv/ DRIf* KERF S EC1 I ATi(}NS � ��'$° �� ���� � � ; � _. SLOP� TOP MIN .� / �� �,�_..._��,.-�-- � VYCt�R PEUS OR StM, � � �"``--.,� � i' � ' ���� � � VYCOR t"Ll1S OR SIM. i � � ��� � ,"� �' � � ������ � _ BENE PRE AREQ SOL.� FAN PER �z° SHIM SPAC� RUBBLE 51LL / / / BENEATH uilD1N; �t}hJ`i`iN. INl`t1 „ �' �� �� �� �+� �� � MANUF. SPECIF. / � � : � 3�z SHIM SPACE PREPAP,ECk Si�(. PAN °ER �a 5HIM SPACE � � � f . ,: , WINOOW TYP. VYCC7R PLUS OR SIM . � � / � � NI�i(VUF. SPcCIF. ` " 1 � �� m � ^ � � JaMB DR,4thJ SCREEN P'ER MANl1F, o � „�--�` � -� .,.�__�,�-�-�:�� TRINI SPEC. � TYP. CORTEN WALL BENEATN VVDW: Ct7NTfN . INT{� %� � i L?RAIN SCREEI'd I'ER PhAhlUF. � ,: . / ,� � g �� . �' � �.,r�,,..�,�,�.,..�..�. _� �� �: M-----""'� � � � CONST. S�E dETAIL FREPARED SIl.L PAN PER � / j � : °- SFEC. r I � VYCC7ft PLUS, t7R �lM. QN AL! ; MANUF. SPEClF. �. SlDES O� OPENlNG WI 30# � i 7-ASQl / / I f '""°------� WCUR PLUS, C7R Sit�l. C7N ALl � ��� a .�,...-.. /' ""�-- i ! i"1`P. 6&� WALL Ct3h5T. FELT j t3RAlN SCREEN PER h1ARlUF. � / / � �-- V TYP. MA50iURY WAL� SiDE5 ClF �PEiV1NG W/EQT � ,�__.._.--�--�-" SEE C?ETAlL 3-AS07. BLDG PAPEF�; NOLt3 BACK � SPEC. % / 1 , CC3NST. SEE DETAIL i SILL. TRlM �'� AI.L SIDES OF WDW f - 2-A501 BLDG PAPER, Ht7LD BACK � liVTER1C7R VYCOR PLUS, qR SfM . QN AC.� / / I �" ALl. SlDES (?F WDW j PER MANUF, SPEC. SidES OF OP�NING WJ 30# - ..L_ t � PER MANUP. SPEC. WIN �QW DETAIL �ELT - `° iNl"ERIOR � WOC1D SIDING iYP. BLaG PAPER; Mt?LD BACK Bt)fiiRD AIVC7 �A`1�TEN 3" AlL SIDES OF W�JW PER MANUF. SPEC. Sit31NG TYA. 1 :3 E ��'EF� IC� �t V1l1I� l� t��11 � ET�� �� � � � Ft�°� � � IC� � �[ � � � � N � C3i1�` 51 � L [� E�1-� � �. � � (J ��� � � 1 � � 1� � � � � � � � 'l�J' � � �.�. � �`T,� � � � ��'� �U � `� � 9� � � � V� � I� bC��V � � LL � �T,�� �. � � � � SI � � N � , N .T.S. iV .T. S . lV .TS . �° _.____ lV .�'.S . INTERIQR DC+C} R SCHEDULE r.., .—•. WOft . . . . . PANELS REMARKS �✓9 �,.��.- `+�L? 6P� MA5TER (tOOM DOOR AOqM NAME HARDWAfiE SIZE R.4. SWING � NINGES TiiICK• MATt T}iRFSN- MAT � �� °'� '��O DR. tJQ. N0. NO. NESS OLD � � O`� 1 40I 1 UNPINISHED STORAGE PASSkGE 3`-6" x 4'-4" 3'-1" x 4'-5 3�Z" l.H 2 1-3/4" NONE 20 MIN. w SELP �LOSER � � � � � !`�� 2 102 1 ll IAUNQRY pasv+ce 3'-0" x 8'-Q" 3'-1" x 8'-S " 4H 1•3!4" M�IHOGANY NOhE INi"ERIOR SLR6 �QOR ---- r �"" ^` ___ _____� � � � � 3 103 1 LL PQWDER p�tvncY 2'-4" x B'-0° Y-5" x 8'-5 " LH 1-�14° MAHOGAhY NONE INTERIOR SLAB DpOR _ LE(+1T'!L TRif�3 '� _.�1 Ci 4 104 1 LL BATH 3A Patvqer 2'-4" x S'-0" 2'-5" x 8'-5 " LH 1-3/4° MAHOGANY N{?1VE INTERlOR 5lAB DpQR � f ! TRIM�` "' • "d^ � 5 1Q5 1 LL BEp 3A FRIVAGY 2'-Q° x B'-0" 2'-S° x 8'-5 " RH 1-3/4" MAHQGRNY NONE INTERIOR SLAB DQOR � 6 105 2 LL BED 3A rnssnce A'-6" x 8"-4" 4`-7" x 8,_5 ° DOUBL.E 1-3/4" MAHOGANY Nt3Nc IhTERlQR SLAB DQUBLE a�1OR (----_ ° t �A _� � Gry . 7 106 1 �l SED 2A rttrvacY 2'-4" x 8'-0° 2'-5" x 8'-9 � " Li�! 1-3/4" MAMOGANY NONE INTERIQR SI.AB DpOR �~�_T $ 106 2 ll BED 2A Passt+c� 4`-6" x 8,-Q`• 4'-7" x 8'-5 " DOU84E 1-3/4" MAHbGANY NONE INTERI4R Si.AB aOUBLE D�C}R � � � �� .� � u.t A��. 9 107 1 t,L BATH 2A P�yqc,� 2'-�1" x 8`-0" 2'-5" x 8"-5 " RH 1-�14" MAHt?GANY N4NE !Ni'EftIqR SLAB DGOR t ���� � ~ � 1Q ] pa 1 GUEST BATH lA e�tYact� 2'-4" x 8'-Q° 2'-5" x $'-5 z" I.H 1-3/4" MAHOGAt3Y NONE , `------°°---------� TRIM � �""' il 1Q9 1 GUEST BE� 2A eaNacx 3'-0" x 6'-0` 3'-I" x 8'-5 " RH 1-3/4" MAFi�GA1VY . E � WINDdW TYP. V4iiNCiOVd 7YP. 12 169 2 GUE578EQ lA pk�y�E 2'-4„ X 8'-Q" 2°-5" x $'-5 " l.H 1-31�° MAHOGANY NONE INTERiOR SLAB dOOR � � � � � g3 112 1 LL LINEN GLQSET �ASSnG� 3'_0° x 8"-0" 3'-1" x 8"-S " dOUBLE S-3l4" MAHdGANY NOiVE INTERidR SLAa DpUB�E DQOR ' t O .+.., � t•.+ �4 113 1 HA�.I aASSnce 3'-(3" x $'-0" 3'-1° x 8'-5 " RH �-3(4" MAHOGANY NONE 20 MIN. w SEL� CLOSER ��� . ...,, c�G � 15 2Q7 1 FOWdEft R40M A vrwncr 2'-6" x 8'-0" ?.'-7" x $°-5 �" Lti 1-3t4" MAMOGANY N6NE {N7ERIOR SLAB DOOR �-------� � �° v 16 208 1 MA5TER CtQSEf A Passr.�E 2'-4" x 8'-0" 2'-5° x 8'-5 �$" Ui 1-3/4" MAWOGAt�Y N�N£ INTER!OR SLAB t�00R t �� 17 204 1 NiASTER BED A vxtvncr 2'-6° x 8'-Q" 2'-7" x 8'-5 �" RH 1-3/4" h1AHOGAtiY NONE INTERtOR SI.AB DOOR � � 1$ 210 1 MASTER BATH A awvncr 2'-5" x 8'_0° 2'-7" x 8'-5 �" LN i-��a° MANOGANY NONE IN3'EFtIOR 5LAB DOC}R ____ � R..� � � 19 21Q 2 MAS7ER BATH A rwvacr 2'-0" x $'-Q° 2'•1" x 8'-5 " LH 1-3 4" MAHOGANY NONE tNTERIOR SLAB DOOR 2p 30I 1 GARAGE A rknrncr 3'-4° x B'-0" 3'-1" x 8'-5 34" RH 1-3f4" MANOGANY NONE 20 M{h. w SELF CLqSER IfilliVDOW Tl'P. WENDOW T1`P. J��� '�-• � 21 302 1 MU�ROpM A PassaGe 3'-0" x B'-0" 3'-1" x 8'-5 �" DOUB�E 1-314" MAHOGANY N4NE INTERIOR SI.�B dOUBLE DQOR ( � ��� T���"� /�� � .=.t 22 302 2 Ml1DROOM A v 3`-0° x 8'-0° 3'°1" X 8`-5 " RH 2-3 4" MAHOGANY NONE INTERICR SLAB DQdR `� � ...i.���wG � 2s 152 1 GUEST BED 28 pASSAGE 4'-Q" x 8'-0" 4'-1° x 8'-5 �/z" DOl18lE 1-3J4" MAHQGANY ��ONE f�TERlOR Si.AB DOUBLE DQpR i `�"'� �q 252 2 GUEST BED 28 pasvaev 2'-4" x 9'-4" 2'-5° x 8'•5 �fi" LN 1-3f4" MANflGA�Y NONE tNTER!OR SLAB [30dR .--_._! � 25 153 1 GUES'F BATH 26 awvACr 2'-6" x 8'-0" 2`-7" X 8"-5 }4" RH 2-3l4" MAHQGANY NONE INTERlOR SLA6 DOOR �� ` � 26 1S4 � MECHANIGAL B PASS4GE 3'_0", x 8'_Q" 3'-1" x 8"-5 �" LN 1-3l4'" MAHOGANY NONG 20 NtN. wt S'�LF CLQSER i � � 27 255 1 lL STORAGE 8 PnssncE 2'-6" x 8'-D° 2`-7" x 8'-5 �{° Lli I-314" MAHOGANY NONE ti3TERIQR SLAB Dp4R _ �_-� . ---_�—_-._ '°"" �a1LL TR(M � 1^-�. 28 156 I GUEST BED 3B rnss,ace 3'-0" x 8'-Q" 3'-I" x 8'-5 �" QOUBLE 1-9/4" MAHOGANY NONE INT�RIQR 5LA6 DOUBLE DOdR � � 29 156 2 GUEST BED 9D rarvntY 2'-4" x S'-�3" 2'-5" X 8'-5 �" RH 1-3/4'" MA4iOGANY NC1NE fNTER10R StAB aQOR � 30 1Si 1 GUE57 BATtt 36 etwaCY 2'-6" x S'-0" 2'-7" x 8'-5 " RH 1-3l4" MAHOGANY NdNE INTERIOFt SLA6 Ot?C7R 3x 252 1 ENTRY ClO5ET B PassNG� 2'_2" x S'-0" 2'-3" x 8'-5 �" LN �-3/4"' MAHOGANY NONE INTERiOR SCAD D40R 32 253 1 GARAGE 8 p�acr 3�_p" x g�_p° 3'-1" x 8'-S �"" LH 1-3t4" MAHpGANY NqNE 2Q MIN. wC SELF CLOSER � 33 254 1 MUDROQM B rnssnG� 3'-0° x 8'-0" 3`-1" x 8'-S �° LH 1-3f4" MAHOGANY NONE INTERI4R Sl..1B DOO€i s , „ , u � n , „ ., $ E �C�ERIt� � V'�ll � � (�►� � ��A � �. � ��'� � E �� � � � � � E��"� RIC� F� �V � �I � C� '� � �T`�I �. � � �St � � � � � � C� 3h 25S 2 POWDER RpOM B rarrncr 2 -4 x 8 -0 2 -5 x 8 -5 �H 2-314 MAHOGpNY NC3NE WTERIQR StAB DOOR 3S 3SI 1 MASTER BEQ B PRIVACY 3'-0° X S'-4" 3'-1" X 8'-5 '/" LH 1-3)4" rvfAHOGANY NONE iNTERIOR SL,AB qOQR 36 352 1 MASTER $ATH B rwuncv 3�_0" x 8�_0" �'-1" X 8'-5 �" RH 1-3(4" MAHOGANY tV4NE IM'ERiOR 5LAB [}OOR � .T. �J , � .T.�J, 37 �57 2 MASTER BF�TH B PRNACY 2'_Q" X $'_(1" 2'-1" X 8'-5 }�" RH 2-�/4°' MAHOGAPIY N�NE 1NTERIC)ft SlA9 DOf�R �+�—^" 38 3S3 1 MASSER CLOSEi B n 2'_8" x 8'_0" 2'-9" x 8`-5 " LH 1-3/4° MAHQGANY NQNE iNTERfOR StAB DOdR * = 4VERHEAQ CQNCEALED DQqR CLO5ERS '�* = 5PRING HINGE DOOR C�OSERS • I �ITER � f� R DC? t� R SCNEDU � E �°' ��T����� � � EX7ERlf7R �. N .T.S. ( EXTERiOR PLDG PAPEr�.' tiOLD BACK 3 ° � !__� A�L Sli1E5 OF U1tD1N PER � � i 't`YP. 3+1ASOtdRY 1NAL� /�■ !ViANUF. SPEC. ~-- j I E I CC14d�a�'. SEG DETA[L „ ■w��re BLC3G PAPER; hiOLD BACK 3" f' � � � 2-A5�J3. B�DG PAPER; HC3LL� BACiC 3 ALL S(DES OF WDW PER VYC(�R PLUS, QR S1M . C7N / f J � �I � .--..-.-�°°�°'" ALL SiE7ES OF WQW P�R MAt�UF. 5PEC. ALL SlDES OF C?RENING W/ / / ( � � MANUF. SP�C. TYP. 8&B WALL CONST. i f TYP. CQRTEN WALL 34# FELT C}VERLAY, lAP / ' SEE DETAIL 3-Aa01. • WCOR PL,US, tJR SirA . C?�V CC?NST. SEE DETAIt. JOiRfT bVER CCIFPER � � � i 11 � {+�fETA�t FtASHING Wl 1°ASOI �LA5hifNG � � i I HEMMED DRIP ED�E PAl1U1' .� � AlL SIDES QF OPENEtv�G W/ " p� / f � 3 i��� � T�D i� 30# FELT t�VERtAY; LAF t I� ��...-•- STJI�E VENEER TYP. i / i ; i) JO1NT dVER FLRSNIhlG �--°-- � �,/� ; I / � �� k �I VYCt3R PLUS, C?R 51Nk. Ot�! r■■i� t z I "— HEL�C3ER PER STRUCT. _ _ _ _ _ _ �1 ��� _ .,- A�L 5 t D E S t�F 4 P E N l N G Wl �I � �, ""'~ HE.A;pER AER 5TRUCT. � � NfETAL FLASHtNG W/ �I i 3U# FEL.T OVERLAY� tAP lI , ' '' � MEl'r1L PLASNING W/ , I� € r HEMMEt? C}R!P E[7GE AAENT il 1 , HEMM�D DRtP EDGE PAiNT � HEi�1C)ER ?ER STRUCT. I „ TBI� i I �h` SHIf� SP�CE T4 �IATCH STONE I I� lOiNT OVER Fl.ASHlNG I i �fz SNIM �PACE I MANOG�iNY CASIP3G SEE j) j ` / C4SlNG SEE TRlM DE7AtLS 2X2 SMOOTH 5AWN RED s TRiM1�I DETAILS � ( �" SHINf �PACE 2K$ 5�'IC}C7TH SAWN RED � CEDAR L1NTEl. iNSTAL� ,/ VENEER St1P(}RT PER STRUCT. i CEDAR Li1dTEL INSTALL W/ 2" F�USH vr/ 1AM8 -"" , � i CASiNG SEE TRlM DETAllS OVERHANG OVER }A��16 .J � 67t6 SMOOI'H SA1N CEDAR � �ACH StLSE - S5C 3A310 POrR . t_IN'tEL vrf APROX. 2 �� V+f311VENDOW LiNTELS ' � � � < � ��. �°- � � � � I �y,� . � �` SEALANT AtvD { C�VE�iHANG EACH JAMS �""" SEAlRN7° RND �� BRCKER ROD, T`fP. j SEAIANT AND BACKE� ftOD, 'Cl'P. � SEA�RIT dtNC7 ��` � . � BACKER RC)CT, TYP. SEAlAhT AND � � � �� � � � � BI�C4CEFt ftUtJ, TYP. > �` ' ' � �� � ' JELD-WEN CLAD WINDCWS; a BACKER ROD, iYP. � SEAIAi�'� A�JD JEL�}-W��V CLA� WlNE}UWS; ,� �` � NOTED UNCfS TCi HAVE O N�TED UNlTa TO HAVE , � 1NTEGRATED FIXEi7 JAMEi 5EE DETAiIS JEL�?-WEN CLAD WINf70WS� � ; BACKER R�G', 7Y°. iNTEGRATED FIXED J , , � SCREENS (SEE BL�G NQTED UNtTS TO HAVE AM� SEE �ETAILS < ,. '� < k � 7 � SCREENS {SEE BLt�G �`` �� ; �, � ��� 'rt � ' a ELEVATfONS} iNTEGRATED F{X�D � 1 ��� RMiB SEE pETAt�S �L�EVATLQNS) � � �' '` �� �;" � � )AMB TYP, tNTERIUR SCREENELEVAT C7NS) L_._ � lAMB lYf�. lNTERiQR = ` ° � �+�� , �� I ' ,"- � `'w ,." "'�r � STONE LE JAMB __� .� � `��, �t��� f � l � V� 1 � 1� �} 1�'1l �6 �/�� D ��"'AIL �a COF$�T� I� � � C} II�I � � �,�1iIN1� Q1l11 �-�i �AC� � ��'� � L� � ��"� �fl � �'E � E � �R � Vt1 � � � �J� � ��,� � E�"� I �. � � Sc � � I � � � t� � .�� ; �� � ,. N .T. S . N .�".S . N .T.a . EXTERiO� EXTERIq{� EXTEfi1QR � jELD-WEN CLAD WINDQWS; JELD-WEN CLAa WfNDOWS; 1�LD-WEN �LAD WINE��SWS, NOTED UNITS TO NAVE NOTED UNlTS TO HAUE N07ED U�IITS TQ hifkVE INTEGRA7EG FIXED SCRE�NS INi'EGRATED FfXED SGREEtVS _� °°� INTEGRATED FIXEGI SCR�EN a /�� �� IiNE OF Si [.L.. B�LOW SEE �t�:E t}� SlLL, BELOW SCE � � L.iNE QF 51LL, BELOW SEE ��� tSEE B�DG ELEVA'f'tOZVS) �,,,,...--�~-'- TRI� DE?AIL SHEET (SEE BLDC� ElEVATION51 � TRIP'! DETAIL SNEE1' dSEE BLDG ELEVA71QiVS} �.-^--°~ �'12tNS Cs�TA1L �SNEEI' SEALAN7 AND SEALANT AND SEAIANT AND � � BACKER ROD. 'iYR ca SERLA�!T ANC? p � S�ALANTAND � S�LANTAND BA�KER RGD, IYP. BACKER ROR, "tYP. � €�AC�ER ROD, 7YF. � SACKER ROD, T(P. � BACKER R(JD� fiYP. __,,,,,,,M,r �n_ STONE RUBBLE �lLL ��"'� SiLL � SILL � ,,��s P�t�,NOGANY CPSING SEE CA�1�G aEE Tr�lM 6Ei'�iIL f�i�e _..... CASING SEE TFttt+� DEl`AIL �""�" O STAlNER 2X2 SMC}aTH '" TRIM t7ETAiL SHEET \ ` - / 2X6 SMCspTH S�,WR RED SHEE i /�� � C t SkW�i RED GEt?AR JAMF 57O�1E RUBLE JANi6 ----� � \�� CEk7AR JAMB INSTAL�. ' � � i�� Q � lNSTAI.� �LUSii w/ Sl�,l. t I -..,, °'� � � \ , ° Fl.U5H wl SIL.L. ( � � --� Q ,� � ( i i I C� �...1 VYCt?R PLUS, L7R 51� . C}N AL� i �/Z" SH{tf �F�l�CE VYCOR r'LUS� JR �iM . C?N Al.L \ \ � � �, ° . ,�.p �" Sl�fP+� SPRCE Vl'COR PLUS, l'�R SII�1. t}N AI.L � ii'� �HINf SPACE � « � 5iDES OF OPENiNG tN! 30� E� 5lDES OF �PENING W/ 30# \ � \ \ il 5lpES OF OPEP13N6 W/ 30# �! ' a,..-� .� r+�! „ FELT {7V�RtAY !� '-`"„�-� -._ � PE€t STR�JCT. FELT (7VEftLAY �, fI 2X K3!vG STt1� FEL.7 C7V�RlAY �) ..~-.--_."`�- --- ..�,�.. P�R S7R�1�1'. '�'� #-•- "'w. B�QG PAFEP�, HC3L[7 BAGK EI \ �� � \ i� � °---.-__....- B�DG PAPER; HOLD BACi� si - � � 3" ALL S1qES QF WDW � SL€�G PAPER: NOLd BACK � •\ iI � ��_ .V 3" AL�. SlD�S OF WDW � � • TYP. CCIRTEN WALL 'fYP. NlASOttiRY WALL PER MANUF. SPEC. � � PER MANUF. SPEC, B 3" ALL SIDES QF WDW �! �ONST, SEE DETAIL PER MANUF. SPEC. � I Ct7t�15T. SEE CETAIL I! TY�. S&c� W�LE. CCINST'. � i - 7-A501 ! 2-A5Q1 i SEE C1ET'AIL 3pA501 � � � ; l lIVTERiOR ._ _.�. � IN'i`�RI�Ft �" . � 1lVV � � � t� il1/ AM �3 [� ETAI �. c� � C� �tTE � � I � � � ta� � � R� Cl � `r11� � � � � �"�"A� �. �C� �`T'� � � V � � E � Pt 1/l� � � � �VV � Ni � � !�°�',�I �, � � � � � � I� l �l � 1 �3 cv� .-r-.�. � r� .-r. s . � n► .�-.s . EXl'ERIC7R EXl"ER9t1R JEt,D-WEN CLAD WINt70WS, EXTER!(JR x��.�-w�n� c�an w�r��aws; �14TED UM1liTS TO HAVE NClTEO UiVtTS TO HAV� P R O � E C T : INTEGRATED FiXED SCREENS 1ELD-WEN C1AD UVINDaWS: i1V'fEGRATED FIXED SCR�EN5 (SEE BLDG ELEVATIONS) ____ NOTED UNETS i C} HAVE {SEE BLQG �LE�/ATlONSj °°� i �v�re�Ra-re� �ixEa s���Ervs D R A W N B Y : (SEE BLDG ELE1fATlC7NS} �Er�r�� T��n� �a"'� a s�.au�n�-r ANQ — �_________ _--_ --�—� � �-_,�___.__ s�au�r arec� x�� a � � � s��t �r�r �r�ra � A f E : 0�.03. 13 -----�r; SACKER ROD, "C1'P. , � BACKER ROCl, 'iYP. ��C�;�R �k(7i�, `fY£'. PftEPARED SILi. FAN WI END O FRERARE� SILL PAN W! END � c� PREPARE� SILL PAN ;Cd/ EN17 C5 � � Y I � � O N S ; CsAMS PER MANUP. SPEC. � C7AM5 PER MAtdUF . SPEC. � � DAMS PER MA�UUP. SPEC. G= ��g s��,r�-r ArvQ s�a�arvT �rv� � s�a�n�T �r�� PERMIT �7.30.07 TRIM BACKER R()D, 'IYP. E3ACKEft ROD, TYP. ---°—°--�- SACKER ft(7l7. TYP, PERMIT RE�ISSDE OG.O�J. I � WINDOW "fYP. 2X2 SMOC?7H SAWN REC} CASING; SEE TRiM DE'f7�l� CASdNG: SE� TRiiM DEt'AiL 2X6 SMO'"J'TH S�.V�lN r�ED CASi1vG; SEE 'fRIM C1ETAtL SHEET FO�t SFiEET FOR SHE�l' �t�R GEQAR SILL w/ DRIP KERF ���A�SLCiPE 70P�MtN.�� � / ���� a,��` ��� � SPECIFlCATiC?NS S?CCiFiCATi3N5 �� SPECI�ICATlC7hIS s �# SLQPE TQP t+�iN .�° I � � g�Y� VYCOR PLtJS C}R Sthi. � � / / C , , � � VYCGiR PLUS C7R SiM . I � � � �"° � �� ' BENEATN WDW; CQNTiN, INTO Ifi" SHtM SPACE RUBBI.E SiL� ------^''' f / / �,� �H1M SPF,CE BERtEATH WDIN; CC�NTiN. 1NT�.' - '-~�,w.,�;, ° ' � �..- ��� SHtM SPAGE � � � � �i� � PREpARED StLL PAN PER .,..-- / / RREr�ARED SILL PAlV flEft � MANUF. SPECIF. "�, .... � , ` MAhIU�. SPECIF. �` J�^ : � ��� . > �,- j � WlND01+1� TYP. JANfB [7RftlN SCREEM1! PER MANUF. � WCt7R PLUS �R SiP�I , / / �1 �' ' TYP. CCJr�TEN �l4'ALL BENEA`E'N 1NDW: CONTtN. IiVTO r I DRAtN SCREEN PER �iANUF. � ,`r � ""�� �:°� � :. _,...----� ,_. TRdM SPEC. f / � --- PREPARED 51LL PAN PER / SPEC, � ,,,. � a �----- -� 1 CONST. SEE pE7A{L C 1 , VYCOR PLUS, OR SIMi . C2N Al.� -�---_�. MAi� UF, SPECIF. ' / � V`fCt�� F�US, OR SiM. QN ALL � SlDE5 Of QPENING Wl 30#`r � 7-ASQ1 / / ; S#DES C3F C3FEA11NG W! 30# � `�"YP. B6cB WAI.L COidST. ��� . � �"i FELT _---�-- CRAIN SCREEt�! PcR MANUF . -°'°°` � / � 3YF", !�lASOlURY WA�l, FELT 5EE C}�'fAl�. 3-A501 � SPEC. / � CQ�ST. 5EE DETAtL ( BLDG PAFER, HC}�D 84CK j / I B�DG PAPE�t; NOLD B�CK f SILL i R1M 3° AlL SIDES OF V4iD4V ! �NTERiQFt VY�OR PLllS. OR 51Ni. ON ALL / j i 2-A5Q1 3" AlL SfDES OF WL?W j PER WiANUF. SPEC. - SIDES C7F C3PENIiVG Wi 30# -.-� - PER MANUF. SREC. Yy � � UV YY UC IH� �� �,,,,. FELT i3N`FE�94�R t�_� .___.� Wt�C}D SlafuG nP. BLDG PAPER; H(7LC? BACK 3" AlL SiI7E5 4F WDiN BC3ARQ At� Q BAITEN PER MANUF. SPEC. SlDING T1'P. l � E�CTEF� IC? R WIN[ � C�V1� L� �TA � �.S r� CC� RTE � 51 � � � � � 'V1� 6 �V �► C3� � � �. �. � �T� � �, Cc� CC� ��'� �I � 1 [� INC� � 1lV' I �J � C31J�/ � � �. L � �`�� � �. �� ;�T� � E � � � � � � � '�i � � � �i�6' � � �.�, C� ��`�, � �. �� � � � � � � � � C� � i� ,T.S . � N .T. S . N .T.S . � td .T.S � , . �... .�.. ; _ _ _ DESIGN CRITERIA: Lot 31 Rotato Patch �fl7fl6- 18 ii) For faur member beams, bolt through with 2 rows af 1 /2" diameter bolts at 12" o. c. ` iii) For members cvnsisting of more than four members, contact structural engineer. � Roof Live Load ( Snaw) _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 100 psf p . Ali { umber used in construction shall have a maximum moisture content of 19�. �; �� `� � Roof Dead �oad - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 sf Y Y � C g 20U3 IBG FASTENING SCNEDULE ( TABLE 23Q4 . 9 . 1 } �� . ��� �'� ' 4JYUf�� ��� p q . Unless made of treated or naturall deca - resistant waod , all deck beams and oists meludin C� ; ��`�; ; Floor �ive Load - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 44 psf glue- lams) wider than 1 � '� shall be sealed and flashed at the top surface per �r�h �te�t. A B B R E VI A Tl C� N L I � T �n���`�� ```������ Floor Dead �oad - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 psf r. Framing Notes: ° " � � `,,, Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - 104 psf 1 . Exterior wafls: CONNECTION FASTENING °� "' LOCATION ' Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - - ° - - - - - - - - - - - 15 psf A. All exteriar walfs are 2x6 studs C�D 16 " o. c, to a maximum height af 12'- 6" 2x6 studs C� � � �� � �� Wind (3 Second Gust} - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph ( Exp . B ) „ t ,• „ ' A. B . ANCMOR BO�T LAM . �AMINAT�D � � - � , � _ . 'I - 8d co o it Seismic Desi n Cate or EXEMPT 12 o. c. to a maximum height of 14 - 6 , and ( 2) - 2x6 studs t� 16 to a maximum 1 . �loist to s� � or girder 3 mm n toena g g y ` � ! � � � � � � � � � � � height of 17' - 4" unless otherwise noted . Walls taller than 17' - 4" sha11 be framed with 3 - 3* x 0. 131 " nail A. F. F. ABOVE FINISHED F�OOR LLV �ONG LEG VERTICAL ; . �� , � °T�x IBC IRG Edition - _ _ _ _ _ �pp3 . . . 3 - 3" 14 gage stapie A. F. G. AB�VE FINISHED GRADE �CINGIT. LONGITUDINA� � ` - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - - j manufactured lam �nated studs. Cantact engineer for spacing requirements, if not `� r ` , indicated on plan . Cap with � doubie top plate installed to provide overiapping at 2. Bridging to jaist 2 - sd common toenail each end ADJ. ADJUSTABLE �TWT. LIGHTWEIGHT J � FOUN � ATIt7N DESIGN : 2 - 3" x o.131 " nai� ANCH , AN �HOR LVL LAMINATED VENEER �UMBER corners and at intersections with athe� partitions. If overlap is not possible, strop top 2 - 3" 14 gage stapte � �-� �'� � �� �� a, Desi n of individual and continuous footin s is based can a maximum allowable bearin ressure of Plates with metal strap ties {Simpson ST292 or equivalent). APPROX, APPRC}XiMATELY LSL LAMINATED STRAND RIM MATERIAL � � � g p B. Gabie- end walls shall be balioon - framed ta the bottom of rafters or end- wa11 trusses 3. � " x s" subfloor or �ess to each joist 2 - 8d cammon foce nai� ARCN . ARCHITECT MAX. MAXIMUM 2000 psf (dead laad plus full live load ) , unless c�pproued by engineer. 4. �dar than 1 " x s" subfloor ta each joist 3 - 8d common faoe nai� SD . B4ARQ MECH . MEGHANICAI� b. Foundation and retaining walls have besn designed using a lateral pressure of 60 pcf. C. Floor ar roof froming = members must be aligned to bear within 5 inches of the studs 5. 2" subfloor to joist or girder 2 - 16d common bl�nd and 4ace n�it B �DG. BUELDING MAT' � MA7ERIAL c. Footings shall be placed an the natural undisturbed sail , or campacted structural fill per the beneath . B�KG. BLOCKING MANUF. MANUFAGTURER recommendations of the gaotechnical �ngineer, below frost depth . s. sole plate to joist or blocking 16d at 16° o.c. typica� face nail D. Provide 7j16" thick APA rated sheathing {plywood or OSB) rated 24/16, exposure 1 , at 3" x o. 131 " nail ot 8" o.c. BM . BEAM MIN . MINIMUM � �-► � d. This foundation has been designed according ta the design racammendations set forth in „ � � 4.,,� geotechnical repart #C16� 93 by LKP Engineering , Inc. The contractor shral ! follow the construction exterior face , of exterior walls. Block a11 horizontal joints and nail panels with 8d nails 3 14 gage stap�e at � 2 o.c. 64T. BOTTQM (N ) NEW - .� d ,�. spaced at 6 alang panel edges and at 12 along intermediate supparts. B . O. W. BOTTOM OF WALL NOM . NOMINA� requirements from this same report. Sale plate to joist or b►ockin� ot braced � '`r °� C° r"' E. Provid � ( 3)- 2x10 headers aver all door and window opanings, with ane 2x6 trimmer and 3 - 16d per 1s" broced wall panels BRG. BEARING N . W. NORMA� WEIGHT -t� � o � e. Pravide continuous foundation drains araund the perimeter of afl basement walls and at the base wai► panal U Q p o0 00 of retaining walls. Contact geatechnical engineer far details. one 2x6 king stud each end , unless atherwise indicated . (4)-3" x o.13� " nail per � 6" CANT. CANTILEVER O . C. ON CENTER � �- c� rn rn f. Provide crawl space uer+ tilatian per IBGfIRG r�quirements. F. At beam bearing Iocations in stud walls, provide multiple- stud posts equal to width af {�+)-3" 14 gage staple per � s" �, �I, CONTROL JOIIVT Q . F. OUTSIDE FACE - � p a, ,� � bearing member unless noted otherwise. 7. Top plate to stud 2 - � sd comrnon end nail GMU CONCRETE MASONRY UNIT OPNG. aPEN1NG " c7 �- o G'' �`` g. A represent�tive of the geot�chnical engineer shall verify soils canditions and types during 2, Interior Loc�d Bearing Walls: 3 - 3" x o.� 3� " nail � � �`'� t- °' °' exccavation . Report any discrepar� cies from orig 'rnal findings ta structural engineer far „ . CEM . CEMENT a5B ORIENTED STRANR BaARD E- W A. Interior load bedring walls are 2x4 or 2x6 studs (as indicated on plan ) C� 16 o. c. with 3 - 3 14 gage staple Cn � w � --�^ re- evaluation of foundatian design . CLG. CEILtNG h? P�ATE Z � � � F- '� � >� 0 _ <c h . Backfill around and above structural buttresses and retainin wal { s shall be com actian - tested er 1 f2 gypsum wdllboard both sides unless noted otherwise. Cap with a double top plate 8, Stud to sole pla#e 4 8d common toendil <( • �, � t_ 9 P P � ,. CENTER �INE P �YWD . PLYWQQD � r'7 �.�- the recommendations of the eotechnical en meer. installed to provide overlapping at carners and at intsrsectians with other partitions. If 4 - 3 x 0.131 nail � �- � � � --� ��--� 9 9� - CLR . CLEARANCE PKT. POCKET J overla is not ossible, stra to lates with meta{ stra ties Sim son ST292 or 3 - 3 14 gage staple � i. Qo not backfill against retaining wafls until supporting elements (such as flaor framing) are in P P P P P P { P COL. GOLUMN R , O . ROUGH QPENING � � place and securely anchored , or adequate shoring is installed. Concurrent backfiNing of each side equivalent) . CON �. CONGRETE RAD. RADIUS of a free- standing retaining wall to �nal grades as indicated on plan or section is required un ( ess B . �loor or roaf framing members must be aligned to bear within 5 inches af the studs 2 - 16d cammon end nail � cT 3 - 3" x o.t31 " noil CdNN . CC)NNECTION REF. REFERENCE z � temporary shoring is installed. b �� �a�h • 3 - 3" 14 gage stap�e CdNT, CONTINUOUS REINF. REINFORCEfREINFORCEMEPlT � � �y a� rn �'r j. Verify type af fill with soils engineer and structural enginear prior to backfilling . C, Provide ( 2) - 2x10 headers over all openings in wall , with one 2x4 or 2x6 trimmer and one „ , � � � �n r� ,ca 9. Double Studs 16d at 24 o.c. face naii C()NS7. COIVSTRUCTIt�N REQ I� REQUIRED � � w rn .- 2x4 ar 2x6 king stud each end , unless noted otherwise. „ „ „ � � REINFORCED CONCRETE: i� . At bsam beariflg locations in stud walls, provide muftiple- stud pasts equal to width of 3 x 0.131 nail at 8 o.c. C. P . CF21i'P �E POST RET. R�TAINING �- '�' oa bearing member unless noted otherwise. 3" 14 gage staple at 8" o.c. C. W. CRIPPLE WAI.L REV. REVISION � x � � 10. Qouble top plates 16d at 16" o.c. typical face nail [7E3L, D(71.1f3LE R . S. R �UGN SAWPI � � � � �' °' a . Concrete design is t� ased on the "Building Code Requirements far R�inforc�d Concrete" {ACI 3� $) 3. Floor Construction : „ „ „ � ,-„--, c� s adapted by Chapter 19 af the 2003 IBC. A. Provide 3j4" thick APA ra#ed Sturdifloor rated at 24" o, c. , tongue and graove, exposure 1 . 3 x o.� 3t nai� at � 2 %o,c. DET. DETAII. SCNED . SCM �DULE � _i � x 3 14 a e sta le at 12 o.c, .�., C7 ° 4 b. Structural concrete shall have a minimum 28- day compressive stranc�th of 300Q psi. Glue and nail panels to all supports with 8d nails spac�d at 6" along panel edges and at g 9 p DIAG. DIAGONAL SECT, SECTION � �� � � .rn„�', c. Cancrete shal ( be proportioned using Type 1 - II sufftate- resistant cement. Atlmixtures containing 12" c�lang intermediate su �ports. Install sheathing with Iong dimension perpendicular to DWL C70WE� SHT. SHEET Double tap plates 8 - 16d common Iap splice pWG. DRAWfNG SIM . S{ MILAR chlaride salts shall not be used. t joists and end jaints staggered . � 2 - 3" x 0.131 " nai� d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of B , Provide salid blocking between floor jaists at aA bearing locations. Blocking material shalf 12 - 3" 14 gage staple typical face nail EA. EACH 5. I . P . STRUCTURA� INSULATED PANE� Concrete Practice. match the floor jaist materiol . E. J. EXPANSI4N JOINT SPEC. SPECIFICATI (JN 11 . Blockin between oist or rafters 3 - 8d cammon taenail e, Anchor bolts for beam and column bearing plates shall be placed with setting temp ( ates. 4, Roof Construction : 9 � � � ELEV. EL.EVATION SQ. �QUARE f. Expansion bolts shall be located ot a minimum of 6 bolt diameters from concrete edge and to top plate 3 - 3 x 0. 131 naN1 A, Provide 5j8" thick APA pfywood sheathing rated 40j20, expasure 1 . Install sheathing 3 - 3" 14 gage stap�e ENG. ENGINEER STD . STANDARD spaced at a minimum af 10 bolt diametars unless noted otherwis�. with long dimension perpendicular to ra#ters or trusses and end joints staggered. Nail » EQUIP . EQUIPMENT STL. STEEL g. Anchor bolts far wood sill platss shall be p { aced at 4'- 0" maximum spacing with one anchor balt 12. Rim joist ta top plate sd at s (� 52mm) o.c. #oenail with 8d nails spaced at 6 " along panel edges and at 12" along intermediate supports. 3" x o.73t " nait at s` o.c. EQUIV. EQUIVALENfi STRU �T. STRUC7URAL at 12" from each end ar carner and a minimum of �.wo anchor bolts per piece . » � h , Concrate floor slabs on grade and on metal decking or plywood support�d by framing shall have g• �'� Y�'aod sheathing shall be applied continuously over the primary raof inembers {rafters or 3 14 gage stapte at 6 o.c. EXSTG. EXISTING T TRIMM �R sawn :or toaleti control aints at a maximum s acin of 15'- 0" in each directian . Locate contral trusses) below averframed areas t� provide adequate lat�ral stability. 13. 7op plates, laps and intersections 2 - 16d common face nail (E) EXISTING T&8 TOP & BOTTOM � � � C, Provide windfseismic arrchors at supports for a( I roof joists and trussed rafters. See 3 - 3" x o.13t " na,� EXP . EXPANSION T&G TONGUE 8c GROtJVE joints along colurnn grid lines where possible and pravide slab isolation jaints araund columns. nailing schedule. 3 - 3" 14 gage staple EXT. EXTERIOR T. O. TOP �F i. Goncrete coverage far reinforcing steel : p , Provide solid t�lo�kin betwean roof rafters, trusses and lookouts at all bearin locations. � 4. Continuous header, two ieces � 6d common � s" o.c. ��on ed e 1 . Concrete cast against c�nd permanently exposed to earth : 3" � � p 9 9 F• D • F�OOR DRAIt� T. D. C. Tt�P OF CONCRETE Blocking material shall match rafter, truss chord , or faokaut material . 15. Ceiling joists to p�ate 3 - 8d common toena�l FDTN , �Ol1NDATION 1'. Q, F. TOP t7F F4tJTING ��,,,�,, 2. Goncrete axposed to earth or weather: 5. Wind Bracing. 5 - 3" x o.� �� " nai� FLR , ��OOR 7. tJ. L. fi0P 4F LEDGE i A, #5 bar and smaller 1 1 /2" A. Walls over 4 feet long which ore sheathed with gypsum wallboard on both faces and are 5 - 3" 14 gage staple � � B. �6 through �18 bar 2" indicated as shear walls on plan have been designed to resist wind forces in accordance FRMG, FRAMING T. tJ. M , TOP QF MASONI� Y 3. Gancre#.e nat exposed to weather or in contact with ground: with Table 2306 . 4, 5 af the 2003 IBC. � s. continuous header to stud 4 - sd common toenail FTG. FOOTING T, Q. W. Tt�P �F WA�L A, Slabs, wal ( s, JOkStS 11 bar and smaller 3 4" 3 - 16d common minimum> Tabls 23p8.10.4.1 face nail GA. GAUGE THRIJ TI-IRQUGH �# ) 1` B . At shear walls, screw 1 j2" gypsum wallboard to all studs and to top and bottom plt�tes � 7. Cei�ing joists, taps ouer partions - � GA�V. GALVANlZED TRANSV. TRANSVERSE �� B . B �t�mS, columns 1 'I 2" " " ( 7able 23p8.10.4.1 ) 4 - 3 x 0. 131 nail f with #8 x 1 1 /8 drywall screws c�t 7 maximum spacing. See section 23os.1o.4.1 , 4 - 3" 14 gage s#apie C. Exterior plywaod or QSB wal ( sheathing is required unless specifiically deleted by engineer. 3 - � sd common minimum, GEN . GENERAL TRTD . TREATED REWFORCING STEE�: 18. Ceiling joists ta para11e1 rafters » � 7able 2308.10.4. 1 face nail C',, L. G�.UE- �AM TS TUBE ST�EL CQ�.UMN � 4 - 3 x 0.131 nail h�.� STRUC1URAl. STEEL: (See Sectian 2308.14.4.1 . Table 2308.10.4.1 } „ GYP . GYPStJM f�YPCRETE TYP . TYPICAL , 4 - 3 14 gage staple 1�"" '� a . Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACl H . A. S. HEADED ANCHGIR STUD U . N . Q. UN �ESS NQTED OTHERWISE � � 3 - 8d common toen�il HqR, I-IEADER VERT. VERI"1CA� r-ti„a � Manual af Concrete Practice. a . Structura! steel shali be detailed, fabricated and erected in accordance with the most current 19. fta#ter to plate 3 _ 3. x o t3� � na�� b . Except where atherwise noted on the drawings, reinforcing bars shall c�anfarm to ASTM editions of AfSG S ecifications and Code of Standard Practice. (see section 2308.10,1 , Tabte 2308.10.1 } . HORlZ HORIZONTAL V. f . �. VERIFY IN FIELD �-�-� S ecification A615 and shal ! be rade 6Q exce t ties, field bent bars where ermitted b note an p 3 - 3 14 g�ge staple � p g p p Y b . Structural steel W shopes shall ba ASTM A992. Other rolled shapes, including plates and angles HSS HOL�.C7W STEEL SECTION W. F. WIDE FLANGE � plan , or bars to be welded, which shall be grade 4p. 2 - 8d common face nai► shall be ASTM A36 . Round or rectangular HSS shapes shal! be ASTM A5Q0 grade B. 20. � " diagonal brace to each stud and plate . » HT. HEIGHT W. P . WATERPROOF � " - c. At s licss, la bars 44 diameters. Do not weld or use mechanical s licin devices unless 2 - 3 x 4.131 nail P p P 9 c. All bolts used in steeE framing shaEl conform to A�TM Specification A325. Anchar bolts and bolts 2 - 3 14 gage staple ( . F�. ( NSlDE FACE 1N. W. F. WE�dED WIRE FABRIC specifically appraved by engineer, used in timber cannections may be ASTM A3Q?. Bolt sizes shall be 3j4" diameter unless nated � „ INT» ( NTERIOR WD. WtJOD i-� � p P 9 P otherwise. 21 . � x 8 sfieathin to each bearin wall 2 - 8d camma� face nail ( NV. INVERTED W� WITH M VI d. At corners, make horizantal bars cantinuous or rovide corner bars. ArQUnd o enin s and ste s 9 9 � in cancret�, provide ( 2} - �5 bars extending 2' - 6 " beyond edge of opening or step. d. T ical framed beam cannections shall cansist af airs af 1 4" an les usin the maximum 22. Wder than � " x 8" sheathing to 3 - 8d common face nail � t� � ' P � � � each bearing wall K KINC STtJD Wf0 1NITHfJl1T �� � e. Extend reinforcing steei a minimum of 2 - & through cold jaints. Unless specificaf# y located an number af bolts called far in Tabie II - A of the AISC Manual { ASD Ninth Edition ). „ JST. JOI5T � plan or detoils, coardinafe cold joint focatians with engineer. �, „ ,> n „ „ 23. Built-up camer studs 16d common 24 a.c. � f. Welded wire fabric shal ) conform ta ASTM Spacificatian A- 185, ��ap welded wire fabric a minimum �• ��Pansian balts shall be wedge type Nilti or Rawl or Simpson , or approved equivafent with 3" x o.131 " noil 16` o.c. � the following minimum embedments: 3" � 4 goqe staple � �~ o,�, -+� af one full mesh pius two inch �s. �aps shall ba wired together. .� •� 1 f 2 diameter - - - - 2 1 j2 24. Built-up girder and beams 20d common at 32" a.c. face nail at top and g. Epoxy adhesive for reinforcing dawels shal! be "Hifti" ar "Simpsan " or appraued equivalent adhesive 1� .. _ � � 5j8 diameter - - - - 3 3" x t�.131 " noil at 24" a.c, bottom stdggered on systems. Minimum embedments, if not speci�cally indicated Qn the drawings, shall be „ �, - » oppasite scdeg ALL. LUMBER CONNECTORS IN DIRECT CONTACT WITH 3/4 diameter - - - - 4 3 14 gage staple at 24� o.c. according tr� the manufacturer' s specifications, �t » �� » » » PRES�URE- TREATED LUMBER SHA�� HAVE A SIMPSC►N ZMAX QR h . MetriG bar size canversion fiable: f. Epaxy anchors called for on the drawings shall be Epcon ar Rawl or Simpson or approved •� METRIC INCH - POUND equivc�lent anchar systems. Minimum embedments, if not specificalty indicated on the dr�wings, 2 - 2od common face nai� at ends and ot NDG FINISM AND SNALL BE ATTACHED WITM �'ASTEt+lERS THAT ARE � '1 � � 3 shall be accarding ta the manufacturer's specifications, 3 - 3" x o.13� " noil each sp��ce GA�VAIVIZED PER ASTM A153. CONTACT ENGINEER FOR E�{ �� � �q. g. All welding shall be done by an AWS qualified welder. 3 - �" 14 gage staple ALTERNA7E USE OF BARRIER MEMBRANES. � ~ �16 #5 h . Delay painting within 3" of field welds until wslds are completed. 25, 2" planks 16d common a# each bearing � �j #� g � i. Where carrosive soil conditions exist, steel angles that are used to suppart exterior stone veneer 2s, Co��ar t�e to ratter 3 - 10d common face na;l GtJNNECTI4N �GNEDULE � � � #2� #7 shall be galvanized and shall be attached to the faundotion with galvanized or stoinless steel 4 - 3" x o.� 31 " nail A SIMPSaN H5 ��� #g expansion anchors. - 4 - 3" 14 gage staple face nail fl �^'^� ��g #g j. Alf grout beneath column base plates and steel beams at bearing shall be non - shrink, 27, Jack rafter to hip 3 - 10d cammon toenai� B�} SIMRSC}N ITT3511 . $8 �`�� #�� #10 non - matalli� type graut. Grout shal ( have a minimum compressive strength of 250Q psi. � - 3" x 0.133 " nail � � #�� �� � 4 - 3" 14 gage staple �C SIMPSaN LSSUf3� STONEfBRICK VENEER : (�Q SIMP �C7N �US410 �� STRUCTURAL WOOD FRAMING: 2 - 16d common face nail a . Anchored stane ar brick veneer and its attachments shail confarm to lBC Section 1405. 6 with o 3 - 3" x o.� 31 " nail E{� SIMPSON NHUS410 (SKEWED ) a . Except where noted otherwise, a11 2" nominal lumber, except studs, shall be Douglas Fir- Larch wire tie to the structural backing for every 2 square feet af veneer. 3 - 3" 14 gage staple � #2 and better, and all solid timber beams and posts 3" nominal c�nd wider shall be Douglas b . Unless nated atherwise, provide loose Cintels over apenings as follows, ane angle for each 4" of 28. Roof rafter to 2-by rid9e beam 2 - 1sd common toenail Q SIMPSC�N L.� S210 Fir- Larch #2. wall thickness, long leg vertical , to bear 4" minimum each end; 3 - 3" x 0.131 " n�il �G SIMPS�7N 1.8210 b . Studs shall be Stud grade and better pouglas Fir- Larch or Flem Fir. 3 - 3" 14 gage staple � c. Built- up posts shall con �ist of Dauglas Fir- �arch or Nem Fir #2 or better 2x4 or 2x6 studs per p�y�ri �� � � ta �' - p" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 1 f2" x 3 1 /2" x 1 f4" {�N SIMPS(?N MHU54� plan and shall be nailed together with 2 rows af 16d nails (� 6" an center along each stud, Openings 4' - 1 " td 6 ' - 0" - - - - - - - - - - - - - 4" x 3 1 /2" x 9 /4" 2 - � sd common face nail d. Buiit- up beams consisting of multiple 2x members sha11 be nail �d tagether with twa rows of 16d 0 enin s 6'- 1 " to 8' - 0" - - - - - - - - 5" x 3 1 2" x 1 4" 3 - 3" x o.� 31 " noil f� NC3T USED P 9 - � �' - ` f f 3 - 3 14 gage staple nails s aced at 12" on center, or with two rows of 1 2" diameter thru - bolts s aced at 24" on t '� ' " _ _ _ _ _ _ _ _ _ _ " y' " ' p � P Upenings 8 - 1 to 10 - 0 - 6 x 3 1 /2 x 5�16 29. �oist to band jaist 3 - 16d cammon fcaoe nail ��.. -1L4x4x1 �4x4 - 5 1 ,/2 Wj ��� ��r• {Multiple angles shall be oriented back- ta- back) 5 - 3" x o.131 " nail ( 4) - 3/A-"� THRU - BOLTS e. Top and bottom plates shall be Douglas Fir- �carcn or Hsm Fir #2 and better. Plates placed c, Stone or brick veneer shall be supported on dry- stack CMU units to the foundation , or provide 5 - 3" 14 gage staple { 2 EA. SIDE} , SEE SECT. 18fS9 directly on concrete walls or slabs shaN be pressure- treated Fiem Fir �2. steel angfe support per details on the drawings. f. Ledgers attached to concrete walls shall t�e treatad Hem Fir #2, or if LVL material is used, shaN 30, �edger strip 3 - 16d comman face n�i� have a continuous waterproaf inembrane between the eoncrete and the woad. STEE� DECK : 4 - 3" x 0.131 ° nail K{� J �4x4x1 /4x0' - 8 1 f2 Wf {6 ) -- 3�4"� g. Wood beams bearing in beam packets in concr�te or masonry walls shall bear on a treated 2x6 4 - 3" 14 gage s#aple TNRU - BOLTS � 3 EA . SIDE) , SEE bearing block, Provida � " clearance araund end of wood beam . Black against sides of beam a , Steal floor deck shall be the tlepth , gauge and rib type indicated on the drawings. 31 . wood structural panels and particleboard:b i /2° and less sd �� (per KRM}q SECT 11 fSF3 ocket with treated 2x blackin to rovide lateral su ort for beam , Subfloor, roof and wa►� sheathing 2 3j8" x o.� 31 " na�l " p 9 p pp b. Deck shall be fabricflted from steel sheet confarming ta ASTM A. 611 or A. 446 having a � o h . Beneath sa( id or built- u columns noted on lans, blockin of ar�a e uivalent to caiumn abave (to framing}: 1 3�4 x 1s gdge Q SIMPS4f� LSS11210 d �gj� � � �j � y N� P � �1Mt� p p 9 q minimum yield strength of 33 ksi. 19/32" to 3j4" 8d (per KRM)q shalf be provided within floor joist spaces and in wall spaees below. Door or window trimmers c. Deck shall be manufactured and erected in accardance with standard recammendations of the 2 3js" x o.13� " nai�P Q SIMPSON ABE66 ��-� wn � y MTN f JM � consisting of a sing( e stud do not require special blacking in the joist space. �� Steel Deck lnstitute. � s" to � " 8d°1 � �a�BP ,NQ SIMPSON BA3. 56f11 . 8$ � �' � TDH i. Except as nated otherwise, minimum nailing shall be provided as specified in the Nailing d . Welding patterns and details shali be indicated on the manufacturer' s shop drawings. / checked by � Schedule'" on the drawings (2003 IBC Table 2304. 9 . 9 }. Required diaphragm shear values ar connectian patterns are indicated an the structural drawings. » � a a Q SIMP50N LU5210- 3 1 1j8 to 1 1 /4 10d or 8d J. BOI �S USEd fOP wo�ad framing connections ShC111 b6 It1S�Qll@d Wlth standard washers ttftd tlUts. �. ShB�tS shall be galvanized . 5ingle Floor (combination subfloor- 3/4" and less 8d ° (per KRM)4 � s�� �� k. Unless nated otherwise, steel connectors such as those manufactur�ed by the Simpson Campany f. Openings { arger than 6" in diameter shall ba appraved by the structural engineer prior to underlayment to framing}: 7/8" to 1 " 8d ° Q SIMPSON MlT3511 . $8- � shall be used ta join rafters, aoists or beams to other beams at flush - framed candifiions. Uss being cut into the deck. � � js" to � i j4�" 10dd or ad° {�Q S( MPSON IU7410 PERMIT � 6 D �J � � all specified nails. Connector canditians nofi otherwise noted shaCl utilize Type iJ or Type HU Uss weldin washers for deck with thickness Isss than 18 au e. � r � � han ers of a size s eci�call desi ned for the member su orted , c�s shown in the � � � g g 32. Panel sidin9 (to froming) 1 /2 or less sd � , R{� ( 5} - 16d NAlLS 9 y P Y 9 �P 5f8 8d , � �� , � manufacturers published tables. �ontact structural engineer far details as required. GENERAI..` REQUIREMENTS: „ h S(� SIMPSON HHUS5. 50/10 ���� � � �� �� � f . Woad nailer lates installed on steel beams or concrete walls for to flan e han ers shall be 33. Fiberbaard sheathing:9 1 /2 No. 11 gage roofing nail � � � � °� P P " 9 9 6d common nail � �� ��i�a� �°" � �"° � a � u. ,a��r �� �'ffi'� m ripped to match the width of the wall or beam tlange. Nailer plates supparting top flange a , Structural erection and bracing: The structural drawings illustrate the completed structure with � No. 16 gage stap�e' fi � �� � � � �� �*�� � � hangers from one side only shall be installed flush with the face vf wall or beam flange at the a!I elements in their final positions, properly supported and braced . The contractor, +n the proper 25/32 No. 11 gage roofing nail hanger iocatians. sequence, shall provide shoring and bracing as may be required during construction ta achieve the 8d common nait ffi M--,/' m . Manufactured jaists sha(1 be fram an approued manufacturer and shall be equival �nt in load final compieted structure. Cantact structural engineer for cansultation ( not in contract) as No. 16 gage stople' ��� -��� � -- � carrying capacity and deflectian criteria to BCI 6t�00 series joists in the depths and spacrngs required, 34. Interior paneling 1 f4" �dJ ��� m � �.� indicated on plan . Provide blocking , bracing, web stiffeners and ather ac�essories as required by b , Dimensions: Check all dimensions against �rchitectural drawinc� s prior to construction . Do not 3/g~ g� k � the manufacturer. scale drawings. �� � --� ��-- � ° n . Prefabri�ated trusses shall be designed by a Colorado registered engineer to suppart #t� � full c. Construction practices; General contractor is responsible for means, methods, techniques, NOTES TO TAB�E 2304.9.1 I - JC�IST OR LVL dead ond live iaads of the roaf, ceiling , and any ather superimposed loads. The fabricator shall sequences and procedures for construction of this project. Notify structural engineer of omissions For SI: 1 inch = 25.4mm. 2 3/8" x o.113" nails and 3° x 0.731 " nails are standard 8d ond 10d Gun nails. HEADER TQ MATCH � determine web arrangement and member forces. Load duratian factor far snaw Eoads is 1 . 0. ar conflicts between the working drawings and existing conditions. Coordinate requirements for QEf� TN OF F�OOR a. Common ar bax nails are permitted to be used except where otherwise stated, ` '' ` ' �OIST� . Calculations and shop drawings shal ) be submitted to the architectfengineer for review prior to mechanicalfelectricai �piumbing penetrations through structural elements with structural engineer, b. Na;ls spaced at 6 inches an center at edges, 12 inches at intermediate supports except 6 inches at supparts where r .� � fabrication . The truss manufacturer shaH spe�ify all truss- to- truss cannections. Temporary and Jobsite safety is the sole responsibility of the contractor. All methods used for canstruction sha11 spans are 4s inches or more. For nai�ing of woad structural pane� and particlsboa�d diaphragms and shear wa11s, X Sf1 ��'t peemanent ( ateral bracing of trusses shall be installed as requ +red by the truss manufacturer. be in accardance with the latest aditians of the IBGffRC. refer to 5ection 2305. Nails for wall sheathing are perrrritted to be common, bax ar casing. ¢ F„ �.: � � a, Laminated veneer lumber LVL shafl hc�ve the follawin minimum ro erties: c. Common or deformed shank. � ( ) 9 P P d. Details nat specifically shown on the drawings shcall be constructed in o manner similar ta the d. Common � � � j 1 . Flexural stress - - - - - - - - - - - - - - -- - - - - ° - - - - - - - - - - - - - - - - - 26QCJ psi details that are shown for like conditions. These items shall be brought to the attention of the e. Deformed shonk. �" � � � 2. Modulus of elasticity _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � gpp� ppp �si structural engineer as saan as possible for approval . Approval shall be obtained priar to f. Corrosion -resistant siding or casing nai�. .. � m m .; . 3. TetlSiOtl pCt1'qlle! to grain - - - - - - - - - - - - - - - - - - - - ° - - - - - - - - - 1850 psi installc7fion . g. Fasteners spaced 3 inches on center 4t exterior edges and B inches on center at intermedia#e supparts. '`°' � � a a 4. Compression paraCle) tc� grain - - - - - - - - - - - - - - - - - - - - - - ° - - -- - 2310 psi e. It is the responsibility of the contractor to contact the structural engineer at the appropriate h. Carrasion-resistant roafing nails w�th 7/t6-inch diameter head and 1 1 /2 inch length f4r 1 /2-inch sheathing and 1 3j4 inch length for 25f32-inch sheathing. � , r ' 5. Cpmpression perpendicular to grain (parallel to glue line) _s_-=�____ 750 psi time to perfarm site observation visits. Observatian visits to the jobsite by the engineer are for ;. GQ�-�-osian-resistc�nt staples with nominal 7j16-incfi crown and 1 1 j8 inch ►ength for 1 j2-inch she4thing and 1 1 j2 �nch 6 , Norizantal shear 285 psi determinatian of general con #armance with the construction documents and shall not be construed length for 25j32-inch sheathing. Panel supports at 16 �nches (20 inches if strength axis is the long direction of 7. Connection of multiple- rnember beams: as inspection . the panet, unless otherwise marked). A, Top - loaded beams r� f. Thaugh every effor# is made to provide a complete and clsar set of construc#ion doeuments, � j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. i) For members 12 deep or less, naii each rrrember to the next with 2 rows of 16d discrepancies or omissians may occur. R �lease of these drawings anticipates cooperation and k. Pane� supports as 24 inches. easinq or finish nai� s spaced 6 inches on panel ea9es, 12 inches at intermeaiate supports. nails at 12" 4. c. continued communication between the contractor, architect and engine�r to provide the best 1. For roof sheathing applications, 8d nails are the minimum rsquired for waod structural panels m. Staptes shall have a minimum crawn width of 7/16 inch. , SCALE : 1 4" = 1 ' - O" ii} For members greater than 12" deep, nail each member ta the next with 3 raws possible structure. These drawings have been prepared for the use of a qualifi�d contractar n, For roaf sheathing opp�ications, fasteners spaced at 4 inches an center at edges, 8 inches at intermediate supports. 1 TYPICA � PLIJMBING MECHANICAL. HEADER of 16d nails at 12" o. C. experienced in the ConstruC�ion techniques and systems depiCted . o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and waQ sheothing and 3 �.� � � � # � � � � � � � B. Side-- lOtided bectms inches Qn center at edges, 6 inches at in#ermediate supports for roof sheathing. p. Fasteners spaced 4 inches on canter at edges, 8 inches at intermediate supports, i� For two or thr'e� m �mber bearrrs, nqil e4Ch member to the next with 3 raws of 16d q. Items noted as "per KRM" have been changed from the IBC schedul� to a more restrictive requirement. nails afi 12" a. c. _ _ __ _ _ _ _ . _ _ _ _ _ �' JllILJ �ivviiv ��n. nuivi vi � �� JLf11J �"a �,/ �' � � 1 ' - 2 1 j4�� JLHtS JLHO N7 _,� \ ••�••••�•��•••� � WITH 6x6 — W1 . 4xW1 . 4 WELDED WIRE � � r- i FABRIC THROUGHOUT. PROVIQE 1y4" '� �'-- � � � I I �j �� � ' ~° =� co � j`, , �, STEP TOO�EQ CONTROL JOINTS AT 1Q' - 0 " �j f -'� \ � f� i� � � '��oQ� � � - � T. O. F. ' � > > � l4 � � `� � i� �,��� g � e � ;� .;� MAXIMUM SPACING EACH WAY. 2.g -''`� � p \ � 8 � cv �`> ��9 U . � f,, < , � ,, � , , � a.<� �,�; � � .,,. ./ / -' t,,' O. � STEP $619 - 1 1 2 8619 - � 1 2 � �f; � �,� ��� � :� ���� .� / / �z.. �,, �., � T. Q. F. T. O. D AIN T. O. D AIN � I �� � ° �. � � ` ` ' \ � T. O. W. = 8603' / /' T2 _ ' � � . � �" ` `+ T. O. F. - 8588 - 8 � I � � . , � � � � �, ,, � ��, .;, �� �F , /` �i� , F� � � � :�. � / �,/' T. O. W. = 8603' � w w I �r, � �. , m � > , . T, 4. L. = 860Q' - 9 7 f 8 ,, � � � ` ' ` '{ � � T. O. F. = 8595' - 7 ,� � � — � � � J q.�� 3 � r� 7 1 f 4" ( $„ cn u7 cn cn � � � �,� � (� � G�! f� �; 1 � � S8 � � /''� T. O. W. = 8619'- 3 � �7 9 ( ( T, Q. F. 8595' - 7 � I � � 1 � BM . PKT. T. O. L. = 86Q1 - 9 7 f T. O. W, = 8622 - 0 � ( � ' ' I �g I I _ T. O. F. = 8606 ' - C} (- -1 `� � `�`" c'' STEP j� � ° 1 Q 3/4" 8' - 2 1 /8" «� '- � ,- �'- �/'� � ( �a- �t- � > MA7CN �INE � � �, �,y T. O. F`. `�'�' E ./ 6 <t o�o .._. � � � � - - � •- � a°acor� '� ( �` .�'� � ,, / , „ ,_ „ � T. O. F. I � � T. 0 F. I n Q � I _ _ _ _ BM , � � � ¢ � �rn rn � r1 /` / ,� �$ � 9 - 0 7/8 6 5 1 /2 .- C'� PKT. z v �- 1 I '� �,, ,/ ,/' � , ,,� � r, �,q _I F I_. �... ..._.J MATCH LINE �� 2 I � p � ° Q r`�'. h T. O. W. = 8600 - 9 7 8 1`Z UI � cv � rn cn ff ) )t Ire �� � � �� ��w � a�� �ir �aw +� � .,�- a � s�a� Wf #� s � � 2 EA. / wa�r c� E��va�roa , �� ss Z «� � �, �, ,� T. t�. F. = 8588'- 8 l� T. O. W. = 8622' - 0 � <c,�'' ~ rn w � STEP ,/ / - T. O. F. = 8595 - 7 - � r`� _ �- c� ¢ T. 0. F. y,,,�'- � ,,- ° �„ , �� , �, , �, G o � • � � � 8 - 5 1 /2 11 - 6 1 f 2 2 - 9 1 j4 � F- � �- c� va � :�:� i� tll � S10 � 9 4 �,C��Q � •-" � � p ' '',�. S7 �8 � , � Cn �� � �� � ,,�-'� �i-� 12' - 5" oa 7, _ � 1 /r2,� � �, � � F � � � ���4 � � � � � u�"-� ,,> � � 1 � �` � \ � r 1 '— p>, r� � ,r�`.`� ca m �-- � �� -� �-�o .� `�� N I I I I � L �- � � � �~ � — - - - - - - - `F' � 4rn � � � � � ` � '� ,.r- '� �a � a � I o I I a I � � � �; �� � \ \ ,, ',r U 2 / T. O. W. = 8601 ' - 9 3 f 4 STEP ° L. .J �� � � � � � � "d rn � �, v� o: > .....t... � � / S7 \ ,r'� � �, �,,� T. Q. F. = 8595'- 7 T. O. F. � 7'- 3 1l4" 12' - $ 3j4" �� \ � ° S7 �, /� /' � 2a' - 0" 10,_ U„ 10' _ 4 1 f8" � 1 / r,�° / . � \ ` T. 4. W. = 8600'- 9 �/8 t� ,/ ✓'r � �'p� T. t?. F. = 8586 ' - 8 � I � .-$ / -''� . �� � NQTE: CONTACT ENqNEER TO �1 �,,,� 8602 - i 1 2 ,, �, � u'�,, BM . PKT. � T. O. W. = 8601 � - 9 3f4 r�,, '� f/ g T. O. SLAB �,D� � z,,, S7 A�ATt)R PI�IREI�IENT5 T. (?. F. = 8595 -- 7 � �'� � � T. o. w. = asqo' - s 7/a / � s� ,��.'� 'gM . PKT. BEARING PLATE S � NEDULE '� T. Q. F, = 8590'- 0 � TYPE SIZE P �ATE �` � � 5" CONCRETE SLAB aN 4" C�EAN � � � s� x� , � � '' 1� Yz x5 x0 — 8 C�I.7 �� e/ r'� � �-�.�� � TTEP GRAUEL BASE ON UNDlSTURBED GRADE _ \ �� t� � � . p, F. QR C�MPACTED STRUCTURA� FILL PER T. O. W, - 8613'- 9 3 4 [2] 1 x5 x0 - 1Q (�j cSa T. O. F, y SOfLS ENGfNEER. REINFORCE SLAB A i T. t�. F. = 8601 '- 8 1 /2 2� „ „ , � � � � T. 4. W. = 8602 - 1 1 f2 WITH 6x6 - W1 . 4xW1 . 4 WELQED WIRE ,/\ � [�3 Y 2 x6 x0 - 6 •� � T. O. F, = 8 5 9 0'- 8 FAgRfC 7HR�UGNQUT. PRQVIDE 1Y 4" �� ,, TOOLED CONTROL JOINTS AT 10'- 0" � � � �4 Y2" x7"x0' - 7 • CI s � c� � � � � 4 MAXIMUM SPACING EACH WAY, � ,, / � � „p � Q � � �„�J �7 /� / "' j�� j� � � 1�1 Y��, X �JY2XQ? - ��2 LLJ � � � ,. , �''� �' �' `� � � ��x5 x0'- 11 . . H _ � T. a. W, = 8642 - 1 1 J2 �� � x o, �/' � ❑ Yz Yz � �,, � T. o. F. = ssss' — s � ��°` / i' �-. �i _ � � � � ,•/� .� � r� {ry � ` � , .��,� � '� ,/ �' `� � � ' /� T. o. w. = ss � ?' — � 7/� � "�i �� � � � Q } ,/ T. O . F. = 8601 - 8 1 f2 � �3� ���� W �, � ,� '�` ,.� �, �,, � � � f' � .� 8 2 �O. � � ,�� ' / � �� '�3 \ � � ss .� STONE VEhJEER ANG�,E SUPPORI' �� � � .�`r �� i ,f'� f,/ � S7 � :�' � b>>: ,,/ ,� � � �,, � /� /� HEIGHT CIF ANGLE E7CPANSI4N "� � ��� -,e� � •� � 'a.. � �. � ,� / � / vE� ��� sizE aNC� a� s � � � '''� S10 T. O. W. = 86Q2' - 1 1 j2 � ,/� � ,t „ �� � � �,j ,/� �/ � -'`� T. 4. F, = 8598 - 6 / o UP TO 8 ' 4x4x1 f 4 5 f 8�F � x 4" C� 24k _ ., 8 Tt7 14 4x4x1 j4 5 j8 � x 4 � 16 1 �� � � � f T. O. �SLAB \ T. O. F. - 8596 '- 8 7j� � � f 14 TO 20 4x4x5 16 3 4 i� x 4- (� 24 � � F�--# > , a 1 / „ ,� �, „ M --# �ar� o� i,/ '� p��• � �° � � 20" Tf3 26 ' 4x4x5 16 3 4"� x 4" t� 16 " �i 1`�4 �, � .� ��,. g „ ,� \ T. tJ. W. = 8601 - 5 1 f2 STEP � f �p� 5 C a N G R E T E S L A B O N 4 C L E A N \ T. O, F. = 8596' - 8 T. O, F. � � �"' cv � � �' GRAVEL BASE ON UNDISTURBED GRADE � NOTES: � 1 OR COMPACTED STRUCTURAL FfL� PER � � 1 . THIS SCHEDULE IS F�R NON -- BATTERED STC?NE �� {� � � \ SOIt�S ENGINEER . REiNFORCE SLAB VENEER WITH A MAXIMUM THICKNESS OF 6" , n � ` ,, WITH 6x6 - W1 . 4xW1 . 4 WELDED WIRE �i � / CUNTAGT ENGINEER FOR OTHER CONDITIONS. W � � ,� -�° FABRIC THROUGHOUT. PROVIDE 1Y�." � � '� +/' 2. LOCATE QNE EXPANSIt�N ANCHOF� AT 6 " FROM � � TOO�ED CC?NTRO� JOINTS AT 10' -0" �TE�' ENDS OF ANG�ES AhJO MIN . 2 ANCHORS PER SEGMENT. � �, MAXIMUM SPACING EACH WAY. � T. O, F ,�'tj; 5 3. ANGI.ES MUST BE ORIENTED AS SHQWN . �� �' � � � � � f� S7 4. STONE VENEER QVER 26' IN HEIGHT SHAL� BE ��- ` � `� 14 SUPPORTED ON DRY STACKED CMU TO F1'G. � � � � � ,� v'ti � S7 � ��'° t� �S10 � .� S10 ��0�� /' � �Q � � \ ��` ,'� �� ��� i r 1 '�� � � T. O. W. = 86t�1 '- 7 � .� ` � � T. 4. F. = 8593'- 6 �, � � � � � � SPREAD FOOTING SCHEDUL.E � � ` !/ � `fYPE SiZE REINF�RCING � � � �' �,,r � 2' - 0 x 2' - 0 x 1 ' - 0 ( 3) -- #5's x 1 ' - 6 EA. WAY � � � �/ �, � 2'— s X 2'— s x � '— a ( �) — ��'s x 2' - 0 �,�. w�Y designed by MPS /JMO ���� � � � � ` � c �' — o x �' — o x � '— o ( �) — #�' s x 2' — s ��. WAY drawn by MTN /JMO `��� � � � � �/ � ,/� �� �` o �'— s x 3 ' — s x � '— o ( �)— #�' s x �' — o �A. w�� checked by KRM f TDH �� j r' - � � � 89 �. ,/ c�g E 4; - 0 x 4� - 0 x � ; - 0 { 5}- �5;s x 3; - 6 EA. WAY ISSIl �d � \ � cs'. '� � � 4 - B x 4 - fi x 1 - 0 ( 5) - �5 s x 4 - 0 EA. WAY � PERMIT a5 � j13 l � � 'o�. NORTH � � � � � � lJ I ,J � � � � � � � � � � SCALE : � 4 „ _ � xM � „ � � '� � �,, � .��`� PLAN NOTES � ��+ �/ T. O. W. = 8595' - 1 ,� r 1 . ELEVATIONS OF GQNCRETE F4UNDATION ELEMENTS INDICATED 4N PLAN THU �: T. 4. F, = 8585 - 0 `ti T. O. W. = TQP OF CONCRETE WA�� 7. a. F. = TaP OF CQNCRET� F�OTING � ./'f 2. TOP t3F FOOTING ELEVATI �NS ARE BASED ON FINC? ING AC7EQUATE 5UIL BEARING ������ "�'� ��� � � LS-� '� �� Ct1NDITI�NS AT THAT DEPTH . CONTACT ENGINEER IF dVEREXCAVATION IS REQUIREC?. � �� � „ � � � � � � � � �� �� �� � ��� 1 \ �.� �'� h 3. STEPS ! N TOP 0� Ct7NCRETE WALL INDICATED : �`_��. '����� � �'°� ��� �� � �, 4. CONTINUOUS CON �RETE FOaTIN �S AR � CENTERED QENEATH CUNGRETE FOUNDATION � ��.� ; �..� �'�' �� �� �-, sh �et WAL�S UNLESS N �TEQ OTMERWISE. �� s ,� � `�" � � 5. CONCRETE FOUNDATION WAL�S ARE 8" THICK AND CONTINUC7US F40TINGS ARE 8" �� �� R ������.��.��.�� � h} � , � THICK x 16 " WIDE UNLESS NOTED OTHERWrSE. � r� � 6 , AL� OPENINGS AND STEPS IN CONCRETE WALLS SHA�L BE VERIFIED WITH Af�GHITECT AND C4NTRAC70R . 7. PflSTS FR �M ABQVE ARE INDICATED : � STEEL CQLUMNS FROM ABOVE ARE INDICATEQ : (�a s. DO NtJT SCALE DRAWINGS. Jt� B #t� 7 (� � - 18 _ _ _ __ _ _ _ _ _ d- � '— -__„ � _ � � _._<-.. -�� :._�.� , � � t 70` - 7 1 /2" ''� 23' - 1 1 j2" ��.��`��'�� � ' � ,' '`� <, �, � f�; �� 2' - 6 1 /2" 4' - 8 1 /2" � _ � 13, - 9 1 j2„ / - � 9 - 0 3 - 1 9 - 0 , ,� � /� � { ) }t I ) )) 1 �! } /i ' � ` ,�\`"..l �' rf4l./�i f ,��� t tlt � 2 — � � /� � � � " > rt -,p,^ " �V r � � � c , w,,r 2 - 5 1 f 2 �;, � � '`� � SPREAD FOOTING SCHEDU �E '� ` � � �°�� � � � , � � .; � � � � 4 � •�'� .� : � f t � `'`°� # N OR TH q1 TYPE SIZE REINFORCING � � F� C� lJ N D A TI � �1 � � /`�l � SCALEi 1 4 " — 1 , - 0 „ { '`� A z' – o X 2' – a X � '– o ( �)– #�' � x � ' - 6 EA. wa� `� �' '�; � 2��� � B 2' - 6 x 2' - 6 x 1 '- 0 ( 3) - �5' s x 2' - 0 EA. WAY PLAN NOTES I � C 3' - 0 x 3' - Q x 1 '- t3 ( 4) - #5' s x 2'- 6 EA, WAY 1 . ELEVATIQNS OF CQNCRETE FC?UNDATION ELEMENTS INDlCATED ON PLAN THUS: I � I �' D 3' - 6 x 3' - 6 x 1 '- 0 ' ' T. O. W. = TOP QF CaNCRETE WAL� T. Q. F. = T�P OF CONCRETE FOOTiNG ( , � „ � ( 4) - �5 s x 3 - 0 EA. WAY � � 2. TOP OF FOC}TING E�EVATIONS ARE BASED ON F(NDING ADEQUATE S01 � BEARING � � $ - � � 2 d" E 4' - 0 x 4' - Q x 1 '- 0 {5) - #5's x 3'- 6 E A. W A Y .� d � CQNDITICINS AT THAT DEPTM . GONTACT ENGINEER IF OVEREXGAVATION IS REQUIRED . I o F 4' - 6 x 4' - 6 x 1 '- Q (5) - #5' s x 4' -Q EA. WAY � "� � � r~ � � � t- `� 3. STEPS IN TOP OF GQNCRETE WAL� INDICATED : ^__��� �'i 1 13'- 5" z ..a � c> cn rn <t t� o°o o¢a C) � I � QpZt�} r� 4. CONTINU4US CQNCRETE F04TINGS ARE CENTERED BENEATH C4NCRETE FQUNQATIQN � I (!� � � v Q rn �rn WALLS UNLESS NOTED C7THERWISE. � I -' }" rn w W -�-�� T. O . W, = 8604' - 6 a'' Q � c"7a � � r� t� 5. C�NCRETE �OUNDATION WA��S ARE 8" THICK AND CQNTlNUOUS FOOTINGS ARE 8" ' ` ' '� � � --s �� T. �. F. = 8596 - 8 I I TYP. }' cu �micK x � s " WIDE UNLESS N4TED OTHERWISE. 7 j � � 2 BEARING PLATE � CNEDULE � � � 6. ALL. OPENINGS AND STEPS lN CC7NCRETE WAL.�S SHAL� BE VERIFIED WITH AR�HI7ECT �� � �,, � �� k'' � � S8 TYPE SIZE PLATE � �' AND CONTRAG70R. ,,,� .. „ i, � (7 � .- r� 7. POSTS FROM ABOVE ARE INDICATED: � �° � �rT ' � � �' � � � ❑ 1�'x5" x0' - 1� � � � ,�" � rn � STEEL COLUMNS FROM ABQVE ARE INQICATED : Lol �'' / � �' � �-` \\ � � - � � � � �� � `� °° a� v� � � �" 1 r :r � � � Q � � !z'Ax�jiiX��"°' � ' ❑ ' � Q Q {�S Q? 8. QO NOT SCALE DRAWINGS. /' � � 2 - 10 :- � � ,,.�,, 5„ CONCRE3E SLAB ON " CLEAN `� � r3� ' STEP ��`��= `U4` Y"x7" xp' - 7 �� � /� � � � � GRAVEL BASE ON U DIS URBED GRAE�� T. O. F. - �re U� n: > �,,,.,. OR COMPACTED S RU TURA(� FI �L PER � I C� Yz" x5Yzx0' - 8� � S�ILS ENGINEER . REI F�RCE SLAB � ��q7 WITH 6x6 - W1 . 4xW . 4 �DEQ W{ RE � '`.� � � � — � 0 Y2�� x5Y2x4' - � 1 Q� ^ FABRIC THROUGN �U . RQVIDE 1 1 /4" � N `'� o I o0 N � DEEP SAWN UR T� LED �ONTROL , CQ�� � � °0 � 6 � � ;..` � � � JOINTS AT 15'- 0" AXI UM SPACING �2 � '('`��' ' T. � �- � ,_._ "� EACH WAY. � p\�R'' � � I � S$ 1 '- p,� rn 0o j� I 86Q2'- 6 N � - - _ `fl i� ( A T. Q. SLAB ( a�'� � T. a. W. 8618' - 9 3f4 j - 12' - 8 1 /2" T. O. F. = 8saa' - 5 � I � 1 '=3 1 j8" 12' - 6 3/8" `��' { 00 �-.- � { � T. O, W. = 8617'- 6 ( � g � � � _ � � ; -1-. �. �. _ gso�� – � � � „ ,� � � � � � � S10 �j' � in S8 '� \. 5 �.`v � I � " ° J I_ – - - - - . _ —_�_ � BM . PKT. �' I STEP cv ° °' " cv �� T. 4. F. T. O. W. = 8603' `� , � 5' - 1 1 f2" I I _ ° T. t7. F. = 8596 '- 8 "- T. O. W. = 86fl3 �n `j i- � � �'~ T. fJ. F. = $596 ' - 8 0 � 1 E r�� 1 ;.n A i � , _ �„ F�--�1 S4- B ��� 8619 ' - 3 � (" S� � T. tJ. W. = 8�03' � � � ¢ � 8' - 0" T. O. SLAB C�D � T. O. F. = 8594 - 8 8603 - Q -- PERIMETER, TYP . � � 2'- 9 1 4" 20'- 4 1 4" � 13 T. (?. SLAB _ , 8" � � � NQTE: VERIFY EXTENT 4F SiTE _ aa � � °0 BM . PKT. , � T. O. W. � 8618�- ? WALL. AT EA. SIDE OF BRiDGE '-� 1Q 3/4„ S11 � T. O, W. � 8619� - 3 T. O. F. = 8606 - 0 ���� „ ' aa o � � �. � �a T. O. F. - 880Q - 5 °' � F W/ ARCN . �� i I 16 ' _ 2» 3' - 1 � 1 f2" 5' - 9 1 f8" � _ � � � � �, �,� �..� � i� o� ;� I .— STEP STEP S� � � �� � E-1 � � � T. 4. F. � T. O. F. ( � � � � \ � � T. O. W. = 8619' - 3 � � _ _ _ _ � � T. Q. F. � T. a. L. = 8618'l 9 3j4 1 � _ ��� _ � � ) � � PKT. � � T. Q. F. 8600 - 5 � � T. O. W. - 8619 - 3 ( � � � I I � � .�, ^ � � ° T. O. W. = 8618j- 7 T. 4. F, = 86Q6' - Q � - - - - _ _ 5 ;- T. O. F. = 8606 - 0 T. Q. W. = 8618'- 7 E � I � �'"� -� 16 ' - 5 1 8„ S8 8619 ' - 3 T. O. F. = 8615'- 8 I � ,,,,�1 -� /` ('� I T. O. S�AB C� pC q �r � �'"�+ � � � �f �'r v � (3V F � ; �.J � � � PERIMETER , TYP . T. O, S� B C� � . � � ( � � — � PERIME R , TYP. T. O. W. = $622' 0 � � T. O. W. = 86Q3' � - - - - - w w � I T. O. F. � = 8615j - I I �� � � , a-�— � m � m r. a �. = aso� — s 7/a � � ° � ° � - r. o. w, = s�.o� ��a � � � , �5„ C4NCRETE SLAB ON 4" CLEAN T. O. F. = 859�' - 7 �, � , � cn cn cn v� � I ° T. O. F. _ �624' - 8 I T. O. W. = 8603 SLOPE _ SLOPE _ 'n � �� T. U. W. - 8601 - 9 7j8 CRAVEL BASE ON UNflISTURBED GRADE cs ' / � T. O, L. = 8600' - 9 ?/8 ( S�AB SLAB `� ( �- T• �• �• = �����° � OR COMPACTED STRUCTURAL FiL� PER t / � T. O, F. = 8595'- 7 ' SLOPE SLQPE � + I �- I � � SQILS ENGINEER . REINFORCE SLAB r�r J,,,.-' / � � � � 1 ' - 2 1 /4" '� SLAB ~ S�AB r y � �.,` � WITH 6x6 - W1 . 4xW1 . 4 WELQEC7 WlRE y � i FABRlC THROUGHOUT. p�ov� a� � ��." -'''^ �.- � � � `; s1 ° ccr �, STEP TQOLED GONTRQ� JQINTS AT 1Q' - 0" 5 �'' � v, „ � 1 � T. O. �. MAXlMUM SPAClNG EACH WAY. `� � -�'� � � � � �¢ � � 8 `V � � � J � � I I � / .�'' ,r � "�c�.. � STEP 8619' - 1 1 2 8619' - 1 1 2 � -�, /' / �-. �°, �.� � r T. O. F. T. O. D Ai �! T. 4. D AlN � � S7 � Q. T. �. W. � 8f 03' ,�'' � / `�Q — � � ( � � T. O, F. = 8588 — 8 � f �,/ T. O. W. = 8603' � � w I �„ T. O. L. = 8600' _ g �fg . c� m � m � I I � / T. O. F. = 8595' - 7 ,� ) � � � � J q.» 3 � f,� .� � j4,�' � ��, (/� (J� tn c� ( I � � � � � S8 1 / ,�'� � I T. O. W. _ 8619 '- 3 � ��, 9 1 ( T. O. F. 8595'- 7 � � I designed by MPS jJM4 .r � BM . PKT. T. Q. L. = 8601 ' - 9 7/ T. O. W, = 8622' - Q � l F c� cv MTN �1M {� �, - � �8 � _ T. O. F, = 8608 _ � � � �,, I �,, drawn by f s��� 'o� -` ° � 0 3j4" s' - 2 � /� " � I �, � �. checked by KRM /TDN MATCH LINE ��'� � c�'-.. T. �. �, `�' E � `0 6 "�. .... —.. ._. ,- _ � _ _... _ ^ _ ._ _ ISSlJBC� „_ .. ,� STEP ( a � STEP 1 -U4- � BM . ( / '' I �, .�' / ..�.. � � T. o. F. �. �.. o, �. PERMIT � 6 C� 5 13 �� ''� � /' � �''` ,� f� � 9 ' - 0 7f8" 6 '- 5 1 f2" I r- q � l� J � PKT. ! � �'� /' T. C}. W. = 860Q' - 9 7 f 8 '�`�- �g � 8 SLAB W f #5 s C� 12 EA. , � � � G, F I MATCN I.INE � � �, > >: �. �.. e.. � ...� � �. � �.. � {/' T. Q, F. = 8588 - 8 WAY @ ELEVATOR T. O . W. = 8622 - 0 "�Q�F,�`' S8 � r/ T. fl. F. = 8595 - 7 , „ � „ , „ o T, 0 F. � �,,,s � � r ° �„ 8 - 5 1 /2 11 - 6 1 /2 2 - 9 1 j4 G I � � °' 9 4 �Ci�� . .-- � � S1 {7 � '� 0 � ° '',�. S? � 1 �8 ' �.._. ,'1 / F F ,�Q�t�,.c�-, � � '� �t-� 12' - 5" o0 7' - 6 1 f 2" � � � � � ��, � �y 'l I (k G` � �y' ,) � ' �rr 1") � �� `� .��'�o � " � _ � _ _ _ - _ _ ( _ � ����� �� �� � � � � � � .-' .�' _ � �°° � � ,�: : ��� � `�'�,�� �9 �� � ' � �-- ' ,.-- �o � '' � J I a I I o I �� � � �� ���� � � �n ��� � ` r''� 0 2 /' T. Q. W. = 86Q1 ' – s 3 � � �. � �e : ��� - �.'�.~�. ,� °"� . � . ��.�. � /� 7 `� T. O. F. = 8595' - 7 / T. 0 F. � 7' - 3 1 /4" 12' - 8 3/4" 1 � .__... ..J � ° ,�� �7 / � ./ S8 �.�. � ' �7 / 20' - 0" � o' _ o" To' — � 1 /s" �� � � � �~ � � � � �,..�--� ,-- �,,, � ��� � � .�Am_.�� � ' �. c�. w. _ �soo' — s �/s ,� � � ,,.r- '� ..,-' \ �o` � T. O. F. = 8586 - 8 , ,,2+ ,/ .f , � � NOTE: CQPITACT ENqNEEFt TO �� / ''� �0�AB 2 � � �, S7 COORDINATE REQUIRE�+iEN"T5 v� BM . PKT. � T. �. W. = 8601 �- 9 3f4 ,r` 9 ,� ' � AT ELE1/ATOR PIT. � � T. Q. F. = 8�95 - 7 � � �? ,�� '° b � \ -r, o, w. = asoo' – s 7/s�, ,�-' .��,� / �BM . PKT. � , JOB �{� 70 � - 18 , _ _ _ _ _ _ . � ����. , ---- � � n��°`'� � x ,. � �` QC' DK ' : f /�. n� V� � \ ! t^�,'y p ,l � 4 Y i rn Y s ��'� u V �1 � �t� ♦ d /�� ' •� a / �' . 3 '' Q � � :t ✓ � ❑ � ��`�'� � �' , � � � � � �� , �F � f ' - r �� r , -. .. _ d , �� �, �� � ��,� „:.�: . $ � � � � � m �+} �{ � a � a��,� `'` r' �,;�-k��V `� ��� �. � �� -. �, �. ..t ,_� � �� �� �J ���� � � } �8603' - 0 � ,�?' ,x c�v �Y T. O. CONC. 4i �'t � cc� r� Sfi U � �¢ a u°a o�a z � � �y ar cn � � � Z � h SL.AB ON GRADE SEE SHEET S2— B � � Uj � � c� � os a, � �, � w � �-.,'-�. � � "� ��. �-` o ¢ � •� co � � r�3 t.� �— � c0 C� _i �..,�...- � � � � � r�$ z '� � � � � r� � � � � � � � 0 � :� ° � °° i� i � � � � o ° rnrn ,/� \ � � _jOX � �' Cj - t"y <t � � � � �� � � \ SLAB ON GRADE SEE SHEET SZ— B STEP T. O, STEP T. O. PLYWD . PLYWD . ,i � $ 1 � r� . � s7 �� � r l � �o�� � � ' Q� . c5��, M . P T. 9 �� eJ �,, � ) S$ O� d� `�-� .� , a ��. ,�o� sr c� � � MATCH �INE "O,( ,/��) � MATCH LINE �(� �-f �IY� �� �� !Y/� V� L i , �I� �� � �IIY �� ti! �� �Y S�f Yr� YYYI� � � r - 1 3 f 4 11 /g , VL ��� F--{ 1 � N { B TYP � � � _ S10 � I �"'►y � ►—'� '1 3kJ /¢ � * � ���mi� i�-1 �'"�1 �'6 � P� M�-i 2�' � � � � � � � � � Ns 8 02'-- �$ �� � � S T, P� . � k3�7 � � � � Q TYP . � � J 4 J L �� � � � � � M, � F-�-� 1 � � TREATED 2x12 LEDGER � ~ s� �c • � 5 w/ 3/�» �xs'° �x� . „� '� G s7 ANCN . 's C� 16 " o. C. S11 ��Q • ( STAGGERED ) , TYP, � � � � � �..� {/[���7'��Q � g � � ( ��U ? 4 BM . PKT. v S7 3 S7 � \ � 1 1 f 4x11 7 f 8 LSL RIM � FI�OOR PERIMEfiER INDICATED THUS, TYP , 14 SI.AB ON GRADE � S19 SEE SHEET S2— A � designed by MPS fJM (� 4 drawn by M TN /`JM C� S7 o checked by KRM jTDH issued PERMIT 06 /t� 5 f 13 � . s� o . NORTN 2 � � W � 1� � � � � t�, �� f���!—�� � � V � � /`-'�► �� S C A � E : 1 4 „ _ � , _ � „ s� PLAhJ NOTES ; ` 1 . INTERIOR WDOD STUD SEARING WALLS ARE INDIGATED ON PLAN THUS: �"���g �� �� �'�� � � 2, PO�TS BELOW ( QRIGINATING FR(�M THIS LEVEL �R ABQVE} ARE INDICATED: � � � � � ��� �� ���� �� NON — CONIINUOUS P�STS FROM ABOVE ARE INpICATED : � � � �� � �� � � � � SINGLE STU4 TRIMMERS THAT DO NOT REQUIRE BLOCKING BE�OW ARE INDICATED : p 3. AL� GQLUMNS ARE LABEL�ED AT THE TOP . � ��� ° � �� �r ��"`�� � _a. �� ��� 4. FLQOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIF�O�R , EXP . 1 , SPAN ��' ° �.�.,�e�. ,.���-.� �, -�- . � RATING 24 �. C. �t�� � a __.����.....w. a.� 5. {XXX'— XX") fNDiCATES T�P QF STEE� BEAM ELEVATI �N . W44D BEAM5 AT TM1S LEUEL, EXCERT NEAL�ERS, ARE F�USH WiTH FLOaR JOISTS UNLESS NaTED ( DRflPPED ) . 6 " C} " fNDICATES CONNECTION TYPE — REF. S1 FOR SCHEDU �E. 7. A�L FLOOR JQISTS ARE 11 7/8" BCl 600Q 1 . 7 Q� 16 " C}. C. , TYPICAL, UNLESS NCJTED OTHERWISE. � � � #� 7 � � — � � __ _ _ _ _ _ _ _ _ ._ � _ ��� INDf ATE S EAR A�L °z � � �� I � _ --- • _ FOR KNE BR CE ,..,,� I r k . GANT. JOISTS I I � �- I , �Q ,� r"��;� 1 � , . c„ I ' I �r''� � � �, t � � � � av £e � ( i I — __ __ ' 8 ` ' t.l �fr i. `i 1'� f t .�p � �� i'�'+ ! y � / •! ✓ M14�f y ' TEP T. Q, ` � � S8 �F,�: � + LYW � L I ��1, � � � � 3 � �°� I , a , a I �� � ( 2) � a-X ti ° � 1 �;a: -� � Q � ( ) - 1 3f x11 j8 �l� , � � 11 LV� ,, � r ., . Q � � w , . . _ ��� � � � � � � . � Fi t �� B� TYP • ( �t x � � �� � S11 `��`� � , "i?� `� + � �` � � � . _ . ` .; �� ... ,� .. �, . � � � S. Q. G. SEE SMEET S2- B r � ' as � '- a r�'. � �, > � Q r EXTERIOR HEADERS ARE: ' T. O. PL WD . � + � � � � � ( 3)- 2x14' s W/ { 1 }- 2x6 • -p � a �t- TRIMMER ANQ ( � )- 2x6 � � � �, �, KING STUD EA. SIDE, TYP . +�O Z -p � � � � UNLESS NOTED OTNERWISE .5 � � , ° a r r`�. � � � � rnrn a� 14' 0 ~ �' � '-`� � r�x �� \ � � t� }'= ►- p d �� T. . PL D . INTERIOR HEADERS ARE: F�- q� � � -� ��% , ,. � 2)- 2X� o'S wf { � ) - 2xs oa -' . � � ` ^ ` • 2x4 TRIMMER AND (1 )- 2xB � •� ' x� �� �J {�}B YP . � OR 2x4 KING STUR EA. Z � � ( SIDE, 1`YP. UNLESS NOlEQ � � oo cn r` �yk ,J � �� � • OTHERWISE � _ � � � �, MATCH LINE _ � .� � B TYP �,y � � S� �` � ` � MATCH LINE M� � x � ¢ � � � °` > v �`� o \ � �„ ^ � � -+' p4rnrn 1 J\. ' �� '� ''� -i-� � � � O X ..^� �� i� � / � S- ,.,.1 �r l.�g � `Z �' �,�'� g ��' .� ��, \ `L� � � � v a: � °:� � (,, E' �` u�. ... -� � � ��`� ��� p��` � �� `¢ �,''� �� x `` , � ,� �� c,1 t r- -�`�� � � 1�X � t ` � �� � J � � ,}.. \\ x CQNT. �x10 L�EDGER Wj g� /� '^�"�,. � � � � � � � 7 � ,t 4 ( '.�)- �EDGER �QK SCREWS GJ f L/ ,�, `�<ci,p p� `�'' S9 �y J M SF3 C� 16 0. C. ,.�- � ,r � � ✓ S11 �',,� �, � ,�.� '� $ � v � � � 2} -- x� ��� �'-�'u, `� � � � � `�',J' ,G,.� l� 8C1 '- 6 ', r� \2'ti" �p r � �o c� -�. 0. YWQ � � . '��-'' ��� �. S EP 1� . ('�,'J � YP. < � PL D . � �2 �� e/ �, 8612'_- ? 1 2 � � � � �- rs� +� 9"�T, t�. DECKING � ` QG T , ��� - S 1 ~"`k� � � \'�'+ BM . PKT. \ � �� '` � ( �)- �x� � ur� a�� � � � � � � � PERGOLA P4S7, TYP . � ��` "` \ �-,�. \� J ` � � \ '^ � � � � � 4 � � � _ � � � '� � �,� _ x6 IN CAT S AR LL STEP�T. O. a+ � 'B< YP . S7 \ `�''l� f''p ''�'., FOR KNE RA � �S , � � � �� �� �� -�- Q , �9 r� � ��,� �rp�, � `v CONT. 2x10 RIM ,, �� '�' �' �,,r / ��. 1 � \ — � r� v' 2 �c�` .}.'�� F� /� \ • f''G. �r 612' 6 � � �� �.,..,/ � �' � _ X� -r. . P � wQ, � � �1 � �' � � � � � �� ", � �� ,,,,� � � . , � ,,, • � ' � ��`� (�) 2xs � � . �. .�� l„`b � � . � � � ' �SS �x�X� �` . a B TYP. ,., � � CANT. JOfSTS ,,�, r��p 2 .., r ,y� � .� \ , � � � � •�-r �' -- 2x \ -'' ''f'r N�S �*�� ( 3}-- x6 e.T1 '� \ � � �x5�� � . . � � � ��✓ ` � �M � 511 EXTER{ OR HEADERS ARE: � „ p \ �r �� Q ( 3) - 2x10' s W/ ( 1 }- 2x6 / � `� ' 861 - 0 � TRIMMER AND ( 1 } - 2x6 �+,��, . 0. YWD . KING STUD EA. SIDE, TYP . UNLESS N4TED OTHERWISE Q � �� A � �G ti Q P • '� � ��� � \ "< F P . � \ � �8614' - 1 1 2 � S7 T, O. DECK[ NG \ ��o �''+Q, � \ � �' s 5 �� � � � 7 ( 3) - 2x10 UNDER � � Q PERGt?LA POST, TYP , � ��, �� � 6 \ � , 7 � �� , ' � S11 � � � - 2x ��• . � ��� ;� � �� � y MPS f JM4 ' � y MTN JMU GONT. 2x10 RIM � � , Hss drawn b f o i �}o �k5x7 2 cheeked by KRM jTDH � �1 OR TN i��� �� � � ,, /� ci p CANT. JC}( STS � � � �`� �� f-'1 � �J f- l���c R��c 1`�� � � � � � t-'� � SCALE : 1 4 " = 1 ' - C� " � � couT. zx� o �EO �E� w/ PERMIT Q6 05 /13 � � Q , / ( 3) - LEDGERLOK SCREW5 PLAN NflTES : t� 16 " Q. C. 4 1 . INTERIQR WOOD STUQ BEARING WA�LS ARE INDICATED ON PLAN 7HUS: 5 � �-��� �� ��� `���� � S11 2. POSTS BELflW (ORIGINATING FROM THI � LEVEL OR ABOVE) ARE 4NDICATED : � �; ��y � � �.��.� � �� �� ����� � �� NON - CONTINUOUS P4STS FR4M ABOYE ARE INDICATED : � �� �� �� � �� ��� � � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLQCKING BELOW ARE INDICATED: � �% -�'°�" � 3. AL� COLUMNS ARE LABELL.ED AT THE TOP . � �',�� ; _.�°,�`"����-�-�-_ .� � � � � ��� 4. FLOOR SHEATHING IS 3j4" TONGUE AND GROQVE APA STURDI �L4QR, EXP , 1 , SPAN .°� �� ; ~~�.� �,°�„��",�",�. °°°.`�`."�� �;�--- RATING 24 Q. C. �� � � � = .��, �--� � � ._�.,�� ��. m..� . .� 5, ( XXX'- XX") WDICATES TOP OF STEEL BEAM ELEVAI`ION . WOOD BEAMS AT TN15 LEVEL, EXCEPT HEADERS, ARE F�USH WITH FLOQR J015TS UNLESS Nt�TED (DROPPEQ ) . shee� 6 " (� " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDUL.E, 7. A�L FLOOR JOISTS ARE 11 7/8" BGI 600Q 1 . 7 C� 16" O. C. , TYPI �AL, UN �ESS N4TED OTHERWISE. 8. G?� INDICATES SHEAR WALL Fc3R KNEEBRAG£, FRAME W/ 2x6' s C� 16 " O. C. ONE SfDE SHALL BE SHEATHED WITH 1 J2" PLYWD . SHEATHING , WITH 8d NAiI.S C� 4" ALaNG PANEL EDGES & C� 12" ALUNG INTERMEDIATE SUPPQf� TS. SPLICES IN TOP �'' s SHALL BE REINFORCED Wf SIMPSON MSTC78 STRAPS. J � � # � � � � — � � � ^ !! L SEE WALL SECTION FQR REINF. �'� SEE PLAN �.. > � . � -a'-� ,�e` ; '.�,r �r �� �-�'��, ,, �_ �i � , n�� .� g � Q 1 V� 4 n F j (`�� � � � }"ICllft ���` a ��`� � a SEE PLAN ���� ��4 r °', �.`'f ��'� . 2, _ Q COUNTER�ORT WA�L 1 1 f$" CLR . � r ( 2) — #5 OWLS x o TYP . ` �' '��' r � C� 9 6 " O. C. � ° �f, > ��°� �� � � ALT. LEGS a � "��� ; � a :. � �� ' . � d Q ^ » .x « >� _ . . (� " �Jttr � i iV` . 4 d � � � ' � .d d . � ♦ ' . ' . a i �...._,..r' . . .. �o � , • � . d ' , tl � « q d '. i. i : �:�'� tt � �^� . . . . � Si tJ u . .. L�.� ' 1 v � . d . ' , �. .. N '"----_ SEE PL.A__�_ � ._ � ,... � ._ � ...,. i,... ,_. � ,.._ � ,� + ,�.. T, 4 . W. �"f� 4 a #5' S c� � s " o. c. t �}- #� ovvu�' � 1N •- - -�- _ _.. _ ._ f I i FOUNDATION WAL� EA. WAY IN 2 RQWS C� ENQ I i ( I I "�-- ( �) - #�' S CONT. � � a, COUNTER FORT OF C4UNTERFORT � ��� Z T�p � � Q�- i ,�?' ¢ c� � Q �» d d � � � � � TYP . 4i ¢ o°o u> r� A I � I I I Z �" � ° � � d � _ _ ..._ _ _ -a �- � aQZ � � U} � � cv � � a~i � �d . 4 � � � �y.f � /^�r^\ ' � � � � � �� CO � � �^1 �5.. a 44 I � 1 I I � � u� v� _, ..��... ..:: _ � _. _ ._ ._ � t I 1 co�vc, CDUNTERFOR7 v�i ,� _ � .... _ ._.. _... ....�.... ....� _ _ ,_ _ .�..� � Z rn Q a c P �w d � � � � � 7trJ� 8 �i � � }r �. .�i. �A, � � '� tt) t'7 tj ° 1 ( I W�1't� � �A. ���� � � (7 t�C7 � � i a � � C4UNTEFcF'URT �� � `r � a� rn INTERIOR HEADERS ARE: � I ( � � -� � a � � ( z} - 2x� o'� W/ ( 1 ) - 2x6 OR ._. � � .� � .-..�_ _ _ _ _ _ l.. l. (�> - #�' � v��-r. � r� z � �' � ,�..-. 2x4 TRIMMER AND (1 ) - 2x6 ° � � � � � R4WS {� END flF � /� � �j � r°„ � OR 2x4 KING STUD EA. � " ; � � � � � CQUNTERFORT r� � � > °,,,f' �,,y,-. SIDE, TYP . UNLESS NOTED � - 0 � ( ( � t}7HERWISE ( 2) - #5 DWLS x o 6x8's PER ARCH . , TYP . C�D 16 " t7, C, { d I � I I I ALT. �EGS `� .-.. .... ..I. .._. ,_. .� .s. � ( I I 1a _ ,�. _ _ _. _ _� _.r _ _ ._ _ 7" 1' s� � i I i I I ���a� a�Ls � � 1 I I 1 courv ���o�T �`'' q�� �+6� ''�' 5ECT ON� FOR Q � ( � I ( 2� - 6 NqTE. WA�I. TOP (� SHAL,L B� Q ,o � o RErN �a� ciNC . I I I 1 I CONTINUOUS ACR4SS FIREPL,AGE + s _ � .- _ -- --� I— .�- � #� �w�.s �, �o � 4 � � � � � � � � � � � �, a � � � , � � � � � � @ 16 � � OPEN TRELLIS W f � CONT. 2x10 LEDGER Wf � 3x6 's pER ARCH . : NOTE: FLOOR FRAMING Q � � ( � � � � � � � � � � ( 3) — LEDGER�OK SCREWS ( � NOT 5H4WN FOR CLARlTY I I I I �� e/ � � � � � #5' s C� 8" C}. C. t� 16 t�. C. ' �.�^� �" . . a � _ !� _ _ ..... - -t� –�- —ilt � � , „ _ _ _ _ _ _ _ _ _ _ � � � ��+ M . PKT. � I � I � I � I � � � SEE Pl.Ah1 � � f � � � � �Q � � J 4 � �. .� ..... �.. ..... � .�. .... ..� �.. ��E �L �� �� — "_ — — _.� �_. .._ , � . �w � • � . � r Q • . . . � d 4 ' � ' � a I . O. f. � � �a �a � r� B TYP . � e 4 a d . d . � ; 4 � ( q. �,+ � d `� a . f f / E'j �� ,d ° . ° � : . a 'a. � " 4 Q � � v ° q a � I M""� r I �� � ��� '�� ��� � . . 4 q /�r�, � �'J$ ° d a ' ° . a ' . . a ' PERIMETER DRA� I� PER � � `�✓ I �� p � S41L.S �NGINEER � i � Q TYP . J � . � VERIFY LOGATION ! N � �E3 - 2x10 UNDER QTYP� I� � � I t3M . PKT. #5's C� 16 " EA. WAY �5's C� 16" �, C. U FIE�D � RGQLA POST, TY!' . � �,�. S9 ' 10 30 ( 8 15' - 3 4) i� ���� � � I 'O � � — -i 1 TYPIGA� COUNTERFC?RT REINFORCING SCq �.E ; 3 /q." �: 1 ' .-- p " M� Ct?NT. 2x10 RIM � � ci 13 ,� � Q TYP . � I C W. 4° B ,,, . �� �..� � I '�'' ° � � .� S9 STE T. � � � � � I I � � c� �. P � D, x � I I , 8616 ' - 1 1 2 � o „ � � I � 86 9 - n � T. O. DECKING � `° '? � E J � T. . P WD . w --�� Q1 � � �, � � � ! ss � ' — a � 1 I � -1 ., ...__. �� T. O, PL WD . � � � ( � 1--i �p INDI ATE S EAR AL� z � ( � ~ i ' Ft�R � NE BR CE � I „� "� CANT. JQISTS � — — � I ( � � � �'" ( EP T. O. � i ( S8 {� � �,+ LYW . J � ' � 00 � � Q-i O � { } - � �/ X� � /s v� , � � � � i� � � �v� � I � � � �.. ..��� � r � � "' • ��� B{� TYP . � S11 .�h`E'� � V�. , `2.� in � • oo � �� I� � �` �; 3 '� � � �, S. O. G. SEE SHEET 52- 8 � r" ��� 861 '- 4 �� � EXTERIOR HEADERS ARE: --- -_...'�1 T. O. PI� WD . � �y (3}- 2x1 Q' s W/ ( 1 } - 2x6 ; . , r�iMn� �� a� � { � }- axs +� ` K( NG STUD EA. SIDE, TYP . UNLESS NOTED QTHERWISE •� . , �� � �' T. 14PL� WD . t�BSIC� t18C1 b }� MPS f J �10 \� INTERIOR HEADERS ARE: / ,� M TN JM 0 � „ � ( 2} - 2x1 Q' s W/ (1 }- 2x6 OR t�rpWCt k? �t f ^ ` ? 2x4 TRIMMER AND { 1 )- 2x6 �� ��k��j �j � KRM /TDN 3 �' x� �, �� {�B YP . � � OR 2x4 KING STUD EA. fy� . ,� � `� 'I � OTHERWISE � NLESS N4TED ISSUed � � � �` � � MATCH LINE PERMIT U6 05 /13 MATCH LINE .r _.. .... °` B TYP . �'.Z,� � �� S9 �� o �. .._. �, .... � l } V �'e� J,� 'a � �U i �`� g,l ` ���.�� \ f +�a � L�� � �' �` �``� � �� � \ `l'� —� ��, g � L �' �- F 'c�� _ 2x —' NC� RTH <!}� ��� '�.�` �� �'�- � ( 1,.� � l � I � � � �� � � � � � � 1 `� � � X 1 ' � � 1 � � � J l.i J'1 � E : � 4 �� ` � i � � x� .� / s .,'k' !°� „ l� � `��".�1`�.-. ♦ 'l t � . � � PL. AN NOTES ; 1 . INTERIOR WOOD STIJD BEARING WALLS ARE INDICATED ON P�AN THUS: ��.��� �,� �� ��� � � 2. POSTS BE�OW ( 4RIGINATING FROM THIS LEVEL C7R ABOVE) ARE INDiCATED : � � �� � � �� � �;��� �� r NON - CONTINUOUS PflSTS �ROM ABOVE ARE INDiCATED: � �� � � �� �� ��� � � ShBet SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BL.00KING BELOW ARE INDICATEQ : � 3. A�L COLUMNS ARE �ABELLED AT THE TOP . � ° � � .� ��� . °` ��,,����,�� .,�, . _ __ .. 4, F�OOR SHEATHING IS 3/4" TC7NGUE AND GRUOVE APA STURDIFLOOR , EXP . 1 , SPAN �� ; m�� �,� �, ����,��� �.����, �-� RATING 24 O. C. �' � ��� � ; .,�,�.�,�.�.�.��.��.,. .�.� .,. 5. { XXX'- XX" ) INDICATES TOP OF STEE� BEAM ELEVATI �N . WQOD BEAMS AT TNIS LEVEL., EXCEPT HEADERS, ARE FLUSN 1MTH FLOOR J�ISTS UNLESS NOTED {DROPPED ) . 6 . " �} " INDICA7ES CONNECTION TYPE - REF, S1 FOR SCHEDULE. 7. ALL F�OOR JOISTS ARE 11 7 j8" BCI 60Q0 1 . 7 C� 16 " O. C. , TYPICAL, UNLESS Nt7TED OTHERWISE. 8. � INDICATES SHEAR WAL�. FOR KNEEBRACE, FRAME W/ 2x6 ' s C� 16 " Q. C. ONE SID� SHALL BE SNEATHEC� � � B �� � � � _ � � � WITH 1 j2" PL`YWD , SHEATHfNG , WlTH 8d NAI �S t� 4" A�ONG PANEL EDGES 8c C� 12" AL.4NG INTERMEDIATE SUPPORTS. SP�IGES EN T4P �'s SHAL.L BE REiNFQRCEQ Wj SIMPSON MSTC78 STRAPS. _ _ __ _, _ • ( 1 1 1 " � r'�., -' � .� cn icnivn ncr�ucn � r�n �. -- �- � � I �' � � , ( 3) - 2x10' S W/ (1 )- 2x6 { � I r' ( � 0 ��8630 - 0 TRIMMER AND 1 2x6 �`~�` +6' � `� � � Y T. O. PLYWD . � � 6 NOM . S�AB ON 2C20 GALVANIZED '��� � r I w � KING STUD EA. SIDE TYP . �� � � ,�`�`" ' � � �4 � � � �r � � ��et „ �, � 9 , � lr �° p I ( � � �+<5' `� X `� � UNLESS NOTED 07HERWISE META� DECK BY VULCRAFT OR EQUIV. ��; � ;: � ' ;� � � S �a- � , �s � ,�°��` � � c-� �--� ' °-- '''� +�r .-. '�. � RE1NF, W� �5 s C�D 8 �. C. EA. WAY. , � ` ' '� k`"',`s ( � r,� � z � "� � '�' Wf SURFACE APP �IED WATERPROaFING � � _ � I . 1 �� � \ � 5..`• a �wgt< � �; � o � TM� _ MATCH �INE PER ARCH. � � OPEN TREL.LIS Wj R . S. � 1 I 1 � � s .-. � - � . � � � 3x$' s PER ARCH . , TYP. �`'� � � � �; °' '��' �`° � 8631 '_ 11 � ` � ' _ � � ' +'� +'� ��, � T. Q. CONC� „ � � � � ( � � ( �— � � W 0 x 19 � �YP' � � �+� �+�` 8632' - 3 �+�` 8631 ' - 3 S10 � ;;� r� , t , . �+�, ( � � � X � r 8 30 1 1 „' _, od � c� T. O. CONC. C� T. O . STEEL `��_.— ,p� � �t- � '� � w � � .�•�' .�.�' PERIMETER, TYP . ,�,��' BM . ' „ " � ���1E� r-> �`' W 12 x 26 ( 8fs31 '- 8) 0 W 18 x 50 ( SLUPEq ) PKT. � ► � , � � a � _ T) � ( � r � T� .� ( `v � � �- x x I ' — — W ,� , � K -� r � � , ^ � X S9 0 � a m Q YP. �K YP . � a ���' � I l ( �?, ,� � �, X ; � ° �, 10" �6 ��' - 2 � �- �- 0 7. a. CONC. S8 I � � � `�� --+- 'h �+ � � M � I 3'_ 6�4�� 5' - 4" 8632' - 6 �, Q oNo � � 5 g ,- w � T. O. STEEL �u� �, �, � I n� S�OPE � � � °° o � +�'o� � � � ( � S11 � �� � J +`Q 1 SI.AB � $632'- 3 � z3 �-�-- � rn rn s ( �+ � I � I T. O. CoNC, c� Q �� W 10 x 34 8 26 ' 10 1 2 � I 8632' - 1 PERIMETER TYP , � � ° � r"�., � ._ ..� SLQPE T. O. DRAIN � � � E- �' °} � + � � � � � � � � 8632 --'� 0 _ Sl.B I �' `� o � c� z � � �- � a ¢ i`�' � •� � � \ \ \ \ \ 1 \ 1 � \ \ \ ,-. ,-. ,-, ,�-, w w w Q �� cc� � _ r� � �o .�. � T. O. PLYWD. ^ ao ao aa oo I r-� S9 � cL a. E- � ^� �L`�" --� r `�' � � \ \ \ � � � .� � l 1 � 1 � � cc� v: ,.� ..,.. , > i � w � � E � _ i o o � � ,� 6x$' s PER ARCH . , fiYP . � -' \ � \ \ � � r i o ¢ r i i r i � � :!; ;!; y: � � �r . CON 2X LE GER r.� cs� � � cQ co ct� rn ,� , . ��--` ( - 16 N AI & \ \ \ � .�,, f� ao � a�.�, cn cn � ava aa � ,o�, ° �t°- Q q�j .- r,. NOTE: LVL RAFTERS := { 1 - LE ERL�� K � � � � � � ' � ; � � � � � � � i � x x x U ..... rN`. � � ,? REQ D FOR SPANS .,� SC W 16 . � ` � 1 � � � � r� r� M cca x cc� cc� co � � � I i OVER 11 '- Q Y I �.J�-� \ \ 1 \ : �,. x x � a � x X x � � � p a�i a`�i � � s -� C7 � ? .��'� �,) p �'' \ � � � \ � � � 1 /4x11 8 �S� � F R � N � Q � � � � � � _ � � � � o X `' � , � '��' 1 � \ \ PERIM R INQI ED , � � � I 8632' 3 � � a: > °'.� ��� � � \ � � \ . T. O. CaNC. C� PERIMETER , TYP. 5 � • '� 1 � � 8 S�OPE � S10 NOTE: VERIFY STEEL ROC7F `1� ! � ` \ � 1 L \ x� {8�) T`t'P . , SLAB 8632'- 1 / DECK � I . BEAM ELEV, ' s W/ ARCH . � �� ,� �� ` � } r`�-�.,� � �� T. O. DRAIN SPAN SL,OPE I 11 8631 , _ 11 ,,r aE�K � 1 \ \ � \ 0 • +6 , � w S�AB � � T. C}. CONC. SPAN � � \ \ � � � � 8632 - 3 p�+ �o a. m S8 � , \ l \ i r�`,. T,�NC. � � D�+ �,,� � o � I �+t�`�' 8631 - 3 �, � � ^ .- I � � � � • �c� o� cn ( �,� T. O. STEEL 8632l - 2 � + � .�. � T. �7. CUNC. 8631 ' - 6 MATCH LINE \ � „ry `'� K TYP . W 18 x 5Q (5LOPED) � TYP . T. O. STEEL �. r _ �. � � �z 10 � � � �`l`+ � T ,("`a-�� ("r' CONT. J� � I � QTYP .r�rW 12 x 26 ( 8631 ' - 8) a � r , � � TYP . BM . � �.�� l rn . 0. P � . �.`�'`1 � �.�- > 2+6' 1 � `�. 8631 - 1_1_ _ . ,l � o � � � o PKT. �3 s� \ > J r� T. O. CONC f'- � ' a. � a. cL 8632' - Q 1 2 � ^\ -' � .-, s9 � aa ;� ,-�, s� o 0 0 0 3 ° r, 0. CONC .f s10 � � ,� � � `r � �,�8632 - 0 I � � o � � � � � � S11 � 8fi31 ' - 8 1 j2 .� `�cS, „ �'r' T. O. PLYWD . , � � � '� cn vi '- ,- ,- T. O. STEEL � rT-� Cq/y "� r' �a I ,�. � ° 3/� � �- �- � � � � �.-� x x � DECK x x x F-�-i f , ,,'� ^ ` 1 '9 TNRU - LTS `� � ° �B TYP . I �y 8631 '- 11 0 o SPAN � c� o o � 8" S�.AB ON 3C26 GALVANIZEC} � i,"� � � � �cS �6 � � ' 14 \ � "; ' ,- 2 � x T. Q. CONC. '" •- �- ,- �- � META� DECK BY VULCRAFT OR h..,� - � �2)-. � r- 22 �' � - 3/4" � � �-� i � ,!. � r� ca � � �' � � .�.�� APPRUVED EQUIV. REINF. AS � � �,- l � !'4k 1 y� �t��, C3 �' T �� l TFi (� U - �TS ,�� '4 � cv ��,+�' .�� + .� `L� ,_,, ,, f � 4' _ 6 „ 4, - 6 „ 4,_ 6 " 4' _ 6„ 3, _ 9>, 3, _ 9 " ��, � PER 8 jS10, s 1 � t � �`� '% � ti � s� soN L ,� � I °`� �`�� �..� Lti � ti _ 7 J � Q � � � � ... � r 1 ,� 1 2 - 1 (2j 131� 1 � LVL , � -1 4 '� � �ti� �y � � ` � � TYP . . ` S � � .� +�o ' � , �, - — - - - - - �� W 16 x 26 ( 863i ' - 5) FF-� W � � \ , � � , � J x1 4 Q � (� YP .��� ti � � \ r +� 8631 '- 11 8831 ' - 9 � � � � � � 1 � �. � �,. \ � \ �, � �+�` T. O. C(JNC. � T. C�. CC}NC. � �' � � �..� S9 r '� � � / / � `�G' 4'" ( NOM . } S�AB UN 1 . 5C24 8631 - 5 � � � � \ � ��''` ti,,. � ,, � ` � � � ..�, � � GA�VANiZED META� DECK BY S9 T. t�, STEE� e� � � �'' � �, '� �-' � ` � � , Vt1LCRAFT OR APPROVED � \ 'r � � `��i� � �. i ° 11 � � \ �" / / �`� y EQUIV, RElNF. Wj � \ � p �r- ��� -' \ � \ � --� 6x6W2. 9xW2. 9 WWF � \ � �, � �tc`�,r � � �� ° \ G�''. . \ � (� F� � � � ` � � �X � S11 �� �`';, Q YP. � \ \ � � / " \ `- � F---1 � � � � rYP Q � � t � � < < �' � ,�x"� f � t � � � 3 kg � EXTERIOR NEADERS ARE: � Q � � 1 � / � �, � "' (�)— ZX� o'� w/ (� ) — �Xs � [--t r``'' 1C1 � l t ��+ cV � �, � �,, t 5EE CT. S9 F TRIMMER AND { 1 ) - 2x6 S8 ca � r��`' ` � �„ \ � ,� �, � �,,� T . K C N . KlNG STtJD EA, S1DE, TYP . �5� � � � � � 1 f rG T. 12 � GE � � '` ~�'x UNLESS NQTED �THERWISE � 6k� p� � t W/ 3)- 1 d NA S & � � � F ��' +, ST � � � 1 )- L GER OK S \ � \ Q p+ �� � � C� 16" C. � ti � � ��D ,^ .� � � � Z � \ �, � � � x11 q. L -2x6 P'"�'q � � � � `2� � \ \ � ,� � � �` rp� ANT �,d OPEN TRELLIS W/ R . S. � \ � � , ��k� ��' ` � ,� \ \ 1 � �� � 3x8' s PER ARCH . , TYP . \ � ,r � � Z � ,� ,1�� �A�� � _ � 4 � �`l�l Q YP. �`j 6x8's PER ARCH . , TYP . \ �- � ,���� \ 4x11 .✓ ------- v< / H.. � ` ��'O + Q' �k6 � ` �, � , � `3 �s � �°ST � � 2k� �' 2ks � � � \}� ��� '� �-1� ��"� de� i ned b MPS /JMO � � � � r T� > drawn by Y f MTN JMO �ks \ � � � � � +�' � checked by KRM f TDN �as�` � �` � � l `� ,� 2 _ issued � / � �'L `° 6 15 t � `' � `° �' S9 QPEN TRELLIS W/ R . S. � �� 1 t � � `�`} '�I 7YP. PERMIT t� 6�(} � /13 3x8's PER ARCH . , TYP . sk � � � � � � � � �+°� Q � � � �°��'� � � ti r �, �, �o N �7 R TH , ,� . ��-, � l� P P E R F� � O O R L. Q VV R C� � � F� R A M I � � P L� A �J s � ,� � E . � �. ,, _ � , _ � „ y � � �{ n♦ ` ,� ti 2 � PLA �I NOTES : 6x8 s PER ARCH . , TYP . \ 2 ,� � � � �` 1 . INTERI4R WOOD STUD BEARING WAL�S ARE INDICATED QN PLAN THU5: m��� � �� ��� � ' sk� �'�S� t � 2. POSTS BEL4W ( ORIGiNA7ING FRaM TH1S �EVE� OR ABOVE) ARE INDICATED : �� � � �° �`� � ����� � t ` j� ~2ks NON - CUNTINUOUS POSTS FR �M ABOVE ARE INDICATEd: (� � � �� ��� ��Q � � 7 S1NG�E STUD TRIMMERS THAT DQ N47 REQUIRE BLOCKfNG BEL4W ARE iNDICATED : � � �,,,� :'" / � TYP. � 3. A�L COLUMNS ARE LABELLED AT TNE TOP . ��� e �,� �� '� �.,��,-��:�,�.,� � � ���,�s�, sheet � � � � Q 4. FLOOR SHEATHING IS 3 j4" TONGUE AND GROOVE APA STURDIFLOdR , EXP. 1 , SPAN �' � �' ,,�,. S8 6kg p�s� / � RATING 24 O. C� ���� m r �� � 5. ( XXX' - XX" ) INDICATES TOP QF STEE� BEAM E�EVATIQN . WIJOD BEAMS AT TH1S LEVEL, EXCEPT HEADERS, ARE FLUSH W1TH FLC?OR JQISTS UfVLESS NOTED ( DRQPPED} . 6 „ � " INDIGATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BG! 6fJQ0 1 . 7 C� 16 " Q. C. , TYPICA�, UNLESS NOTED OTHERWISE. 8. R �JOF SHEATHING IS 5f8" APA RATED SHEATHING, EXP . 1 , SPAN RATING 40/2Q, 9 . ALL R40F RAFTERS ARE: 2x12' s C� 18" , TYPICA�, UN �ESS NOTED OTHERWISE. ,� o � #o � o � - � � _ _ _ _ _ _ _ _ _ _ _ _ .._.�.., INTERIOR HEAdERS ARE: � -�n- - ( 2�- 2x10' s Wf ( 1 ) - 2x6 OR ``�� "`C`� ,� . �ry �, � ,i , 2x4 TRiMMER AND { 1 ) - 2x6 � � ;'� � � � � ° �. OR 2x4 KING STUQ EA. ����� t ;, > �a= �, kE� n SIDE TYP . UNLESS NOTED !d' �� � � � ' � �f� �� �� ���5 � , � 1 t .,,,. .� , .. t3THERWfSE �� , �=` "=�_� t �h , �' °.t� - � � ; � , W in '`��� . . . � ,9 ry � � , ti�� � � �`� ` - , �:, � �ff���� _ �" ' . � � 3 � d} A ��� f t r . a.} �{.� �kJ' i • ' : DECK IS TQ BE OVERFRAMED INDICATES STONE W/ 2x4 CRIPPL.E POST C 4' - 0 c w VENEER , TYP. ALONG EA. OVERFRAME �' � °cv° MEMBER TO MEMBER BELOW. � 1 1 /4x11 7 f 8 LSL RIM t� F�OOR '� � 6' '��` ''�" ''~~ {• TYP � � ETER INDIGATED THUS, � � � aa � � � ¢ O o0 00 +b'�� �+ ���. � � � � f�+ � z � � � r? r�? s',,, '�,?' '� � �' � ; . � ° Z �. r. { 3) - 1 3 f 4x � � NOTE: ELEVATED DRIVEWAY HAS � � � � °' °' ._ _ e _ . � � � � 9 1 LVL . � . . � � , BEEN DESIGNED TO SUF' PORT Z � aa � � �x I ( � � Fi ..• `"� .'�; ' :��`�`m* ( B(� TYP . VEMICLES WEIGHING NOT MORE <C •� c�n. � E-�- r°,� � + D R P P I � � � � � =r �� � �, { ) � � �, U I r T H E N 3 0, 0 0 0 I bs (G V W} . J t� � I I I � � � �'�.6 --' � : EXTERIOR� HEADERS ARE: � �- i � � , {3} - 2x10 s W/ ( 1 ) - 2x6 c�n •� �'.� � 2 � � � r c' -�$�- ��3� `� � ' TRIMMER AND (1 } - 2x6 „ � � b' ( r T. O. P�YWD . 6 NOM . SLAB QN 2C2Q GA�VANIZED � r- w KING STUD EA. SIDE, TYP . { ) ! r, �4�, ( , � � �`�'�s `� .� o � UN �ESS NOTED OTNERWISE METAL DECK BY VU �CRAFT OR EQUIV. � _ � � � T �'� +r�. '�. � REINF. Wj #5' s C� 8" C3. C. EA. WAY. , � � � i I � � ( � z 3 � � '�' W/ SURFACE APPLIED WATERPROOFING N� � °' `�' �` m j o � � MATCH LINE PER ARCH . � � � °' °' OPEN TREL�iS W/ R, S. � � � I '`�- � S �-• z — � °� � `�.,^, �. � °' ,�`° ��° 8631 ' - 11 � .� ci � o x¢ t� a_ > �.....,s 3x8 s PER ARGH . , TYP . _ � � .- a l. YF' . � � r.� . �+"� �..�"� +� � T. Q, CONC, ¢ cn � � ( ( �-° cL W Q x 19 � � � co �+ p�+ 8632" -- 3 +�` 8631 ' - 3 S10 ��"� ( I I I " � � 8 3Q - 1 1 � `' � � °0 �a g T. O. CONC. t� ca �` T. O. STEEL ,0 1 �t- � J c� ,n .��' .�.�'' PERIMETER, 7YP . ,�,� BM , QS I r� 18 I a `� "� "�� W 12 x 26 {8631 '- 8) �K, W 18 x 50 (SLOPED) PKT. �'� ( { I � (L� TYP .� Q J `� � X x ' W � � � K �, � ,� ,� ;��� x �� � Q �y Q.. 0] a � , -s r ��``° I I I � � o ¢ Q YP . 10 � .,.� ,� o x c,Wa � v�i u�i 10" 8633'- 2 S8 1 ,.,.��`._.� D��'� � � °w ( , >, T. O. CONC. I 1 I � � � � -- sY� �, _ �-" �����_� � �� �� � l o � i T. t�, STEE�. Z SLOPE �+�� � 1 I 1 �` s� � � ,N � � +� � s�a� � ss��' — � � �s�,l �+�, � I � I r. o. corvc. c� � W10x30 � 26 ' 101 2� � 8632'- 1 PERIME7ER TYP. �g eJ ,.J SLOPE T. O. DRAIN � � — � �— S�AB � ._ ..._. _... ,_ — ,...� `.` — .._. � � � � �° �' a c n `1�� � \ \ \ \ � \ �8s32 - Q ( r � �� �� 2 \ 1 1 \ \ \ � T. Q. PLYWD. �^ i a i o ( r� S9 � � ci � f`l.+ } � + \ \ t \ \ \ \ \ ,,, � \ \\ \ C � p � � 1 I � _ 1 0 0 0 �� ,,. 6x8' s PER ARCH . , TYP . `L -' �' \ \ � '- � � pJ J � cr.�o � I � :n � ,vy,' � � • CON 2X �E GER M' � \ `� \ \ oo u� � cn v� � � a� � a o 0 r~ � ( - 16 N Ai 8c � \ \ '� � � I o �d- �t- b- � � N07E. �VL RAFTERS :_ ( fi - LE ERL K , • , x x x �t � F--�-1 - REQ'D FOR SPANS � � SC W 16 " . � � � ll �'\ � � ' �' M � � ,.'�',� � � x co co ca r-y' � OVER 11 - 0 r7 ( # ���.-� \ \ \ \ _�� �' x x rv Q ¢ cv c� x ( 'r' � � � � i � F�Ji ` ^ �'� �,� a �' ' ` \ � � \ � 9 f4x11 8 I.SL C�➢ F R `— � � v v`'i '' '� ° � � .��/.�.�'�' ( y "'! �" � ` �� ��o � ` � � 1 � PER1M R INDI Ea T , � � � � � I ���� ` � �y +� '� C�7 \ 1 \ \ 7Y . T. O. C�NC. C� � W PERIMETER , TYP . 5 f`� � •, � \ 1 \ & SLOPE � S10 �,� � � NOT£: VERIFY STEEL R40F tL �,i 1 l 1 � \ k� B� TYP . ,, SLAB , DECK I � BEAM E�EV. ' s Wj AR �H . 1 �� �� �� � � � ��-�� � T. 0. 2QRAIN SPAN SLflPE � �� � � � � �� ( 11 8F31 ' - 11 / DEGK � ,� `� \� �� l 1 � �Q • � � +� � �8632'-�3, �+� �� � m � SLAB I 58 +� � T. Ct. CQNC. SPAN � �, ;� � \ � � r, � �• = Y T. O. CONC. C� � b�+ +� � � ( rb�`�� T. O. � S7EEL �}�+ * r� , _ t'� � �„ �J C.JVJG L A � � r �I � � � I � � '�` � I � � T. Q. CUNC. � MATCH �INE \ ,�y, �. K TYP . (�K TYP , 8631 '- 6 � i�--� � � � � _ l W 18 x 50 {SLOPED} � 4 T. O. STEEL .� � � 8 - 0 �},`� ('r'J ("� CONT, J�} � � TYP.��rW 12 x 26 (8631 ' - $) Q � r � `� J�,}' TYP . ,� sz � 0 � � � • ��' 2 f � 8631 ' - 11 ^ r.� BM . � � � ,2k \ 6y . 0. PL . L..`1'� J + > �"6' 1 I � 3 ° w � o � PKT. �-� \ > � +� T. t7. CONC. � � � a c� � 8 {'..1 8632 - 0 1 2 � �1 � � N � Sg i a, X � �g o � o � 0 3 � T. Q. C4C� C. S1Ct � ,� d'�, r� r � 8632 - 0 r3 0 0 �y a ¢ cv cv c� S11 � � 4. � S EE�� r cS.. „ T. C7. PLYWD . , � oo tn tn �Y� � � _ tl CD •- �..) � J J .- r- e- .- CA� '� r� 5 � ,�. � - 31a � `` �- c� , �...• :,,; �: x x � DECK x x x `-- „ � \ � �- M c► B T Y P . I � 8631 '- 11 0 o SPAN o a o 8" S�AB ON �C26 �ALVAMZED �- , �'� � � THRU - �TS N � � ��` 4��' � � + 14 �, � .- 2 � x T, a. CONG. `� �, MEfiAL DECK BY VU �CRAFT OR � {2.�° r-. 2`� ` '�' - �,4"� g �,.�\' i �i i. �o �o c, � � � � � �..i,.�`+ APPROVED EQUIV. REINF. AS ,e � � � `�f�k y 1�. �fi� �0 �' �.�� � THRU - LTS ,�ti 1 I � ,.`L�'� .,i + .� `�'+ i � � 4 - 6 4 - 6 4 - 6 4 - 6 3 -- 9 3 - 9 �� PER 8 f S1 £?. � �,.,.i � a � n : ti � rt t u r :t � �, � � �C � � \ Sl SON L ,� � ��' ``i-� l.� �`L �1. � `y �Z' r ` ` � � `,�>�� 2 - 1 \ i ( 2) - 13/� 117i� �VL � � � Q LYP . Q.� � � ` 1 � } TYP . ` � � 4 X � � N ,,• �L+� � �. � — — _ � — v •�� W 16 x 26 {8631 ' - 5) � � �., \ 1 � 2 � � f 4 � L'1�1 � � � � / � �+� 8639 ' - 11 8631 ' - 9 � � � � � �,, � � \ �, p�+ T, O. C�NC. T. 4. GONC. '1 � t �..1 S9 -� r � � � ,� o� . ,�,Ca�' 4" (NOM . ) SLAB QN 1 . 5C24 � 8631 '- 5 � 1 � �,,•�'' �`,, � �, � t � i + GALVANIZED METAL DECK BY �� T. O. STEEL $ VUL�RAFT OR APPROVED �► C?`� `� �'' \ � � . � � ` r� � � sr � � 2i � '� �11 � � \ � �` � / '� j EQUIV. REINF. W/ , � � � � ° r � �$,� ' � 1 � � � -' sxsW2. sxW2. s WwF � esigned by MPS JMO MTN JMfl \ � 4a e � `�� ' � �'" �' . � drawn by J � 1 ,.. S11 � '; � L� YP , � � ` / " �' � 1 �• �' �'` �'� �,-- � � , " � checked by KRM ,/TDN issued NC7RTH pERMIT 06 jU5 /13 lJ P P E R F � O O R l� C� VV R C� O F F� R A� � I �1 � P � A �1 � � ,� � E : � �. ,, � � , _ �, ,, PLAN NOTES : 1 . i �fTERiOR W40D STUD BEARING WAL�S ARE INDICATED ON P �AN THIJS. 2. POSTS BELOW (URIGINATING FRQM THIS LEVEL OR ABOVE) ARE INDICATED . . � � *#&� � � �� ���� � � NC?N - GONTINUOUS POSTS FROM ABOVE ARE INDICATED : � � � �� � � ���� ������; SINGLE STUD TRIMMERS TNAT DO NOT REQUIRE BLflCKING BEI.OW ARE INDICATED : � � ° '�� _ 3. A�l. COLUMNS ARE �ABELLED A7 THE Tt�P . �"�� ���� � �"� ��� � � � .,- /'� 4. F�QOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR , EXP . 1 , SPAN � ��� ; � _ .�`".. '�=�'�' . RATING 24 O. C. �`�� a ;. l �„ . 5. ( XXX' - XX" ) INDICATES TOP OF STEEL BEAM E�EVATION . WOtJD BEAMS AT TMIS LEVE�, EXCEPI' HEADERS, ARE � � � � a N�w���. ��. �- �� ��� FLUSH WITH F�O�R JOI5TS UNLESS NQTEQ (DROPF� ED }. ` 6 „ {� " INDICATES C�NNEGTlON TYPE - REF. S1 FOR SCHEDULE. 7. ALL FLOOR JOfSTS ARE 11 7j8" BCI 6U00 1 . 7 C� 16 " �. C. , TYPICAL, UNLESS NOTED OTHERWISE. 8. ROOF SHEATHING IS 5f8" APA RATED SNEATHING, EXP . 1 , SPAN RATING 40/20. 9 . A�� ROOF RAFTERS ARE: 2x12' s C� 16 " , TYPICA�, UN �ESS NaTED OTNERWISE. J (� B � 07Q � - 18 .._.._.�.�.�.._. EXTERIOR HEADERS ARE: .�-� , �, � ( 3) - 2x10' S w/ { � ) - 2Xs �,���� _°�� , � x j �.. �.�, A� ;� � ,�, , � �,: TRIMMER AND ( 1 }- 2x6 c,`���,���` � ' ' ` ''�`; , ,� KING STUD EA. SIDE, TYP . � _� �^� UNLESS NOTED QTHERWISE � � �� � ,r , � .� U f,,; S9 '' � �� , �G U�. (;��j a m 4 r a . _ * , l / �1 a� � ^i . �� � � ,�� T � : . r. r;t; � ny � ��, � ie' et s I.. S ` Fl.f • • ♦ ♦ • ♦ � �� i r �`6 rj� � `l,� ��' o� � � �, ,� � > � +�r �+� ' NOTE: SEE 19/S9 FQR HIP jVAL�EY 'tn � � , � ,- 0 `5 � � CONNECTIQNS NOT SPECIFIEQ ON P �AN � � °° o � � . � <t o 00 00 � � z .� t�-- � cr� rn � �+� � dp � r� r� ��+ "� � � � � c� drnrn W 10 x 26 ( BEN z � � E= � o � r.... — ° ` — � � � — .-� {�A TYP . C� RAFTER & Q �� cc� � t- r� t,� ( (� - - � � � - - � � " J� LOC7KOUT BRG. � � cocno, ....,..`, � J I ( � 18 : � •� � �=T� !� �' _ � � � sv � _ _ � ^ � = _ = = s� o � � � i � U _ " � � � + � �.-�� � I ° � � � � � N o� I ss �Q I f `�+ ' � � ° � °'_.� + 6' {LQ TYP . o x 1 �o I I ., � .� o =' r,. ¢ � � � "' � MATCH LINE MONO- TRUSSES C� 24" O. C. , � � ti > °.�,' �: � 6x8 s PER ARCH . , TYP . � � r'�� � 7 TYP . � CORNER ! � Q TYP . C� TRUSS BRG. S9 � � � 14 ( � � S9 C�- — -� `o `� I � � x � �'L /�,�'� � i + �c'+ `�,�'� �,�"�� � ( ( x _ ._._ � b' I QPEN TREL�IS W j R . S. � cv . . _ . . .... . . I 3x8' s PER ARCH . , TYP . ( ( � , �..`� I � — — — �4- CONT. 2x12 STRUCTURA�. ��� � +� � � �r�..q ,�`�' SUB - FASCIA, 7YP . � °�' ' � — — � � ��' � `�� –' �" ` �1 � I � � 2 `,2� ��• ��`'� �,�� � � i � c�' �' �' 1 � _ _. �t � I 'm oa � b, x � � — � � � ` � .� �� � ��..__ �_.. , ,}�o � � � � � i � � � \ �, �, -' 'y +�, ; � I � r \ � � \ .rl W 10 x 26 � � J{� (BENT} ^ � � �, y �� � : � � � � � } � � � � _ I � \ � ,� � ��.-�-�`� � � � � � �.�.ro . I � � ._._ w E- w � � I 1 ,.- �' \ �� +�,� � ° a � �i I � e � �0' � CONT. 2 2 � � �,�—,�, , E N FAGT RED USSE C� 4 � � � � �-- ,<'E„ � .�., �� � � � � i ,,- � 5 � � LEDGE j .,,�;� o 'c>�` ��L"� > � � � .r- �, � � � I ( 3)- 1 d �JAi & � "� o o � � M�--� � � •.... ( 1 ) LE RL K �,_.. _. � i � c� �� .� {� \ � � � SCRE 16 " O. G � � � � � � \ � �, -''r,�' �' 2 � ,� 71 � � \ \ ,, °" ,- ' .� 7 `� � VL � 1 � \ \ } ��,+�° _ � c. W. � I ( � \ ,o �9 r-, ��� � ., \ \ �., �'' r ,,- �, \ � ��1` � { � � ( t � 2�..6 ,`F.. 1 C�,� .�, r . = 1--�1 '' .r .r o� `�� C� \ 1 r '� — —_� r� F.�' �.� � .... � � r �, � �' ! .! � � �f I � � � � +� ��c.� ��+ � e� � \ \ � --'�,f ,r ' ,,�� �,+ �c���tl \ �' I I I� ��, f�,+ f`L � ,,. 6� � � � �.' ti 2� \ � L,a�'��, -'' � �„ r' ,,,. �� � ��, �' S11 `��' � � `"' ��' �' `�'S ;� {;� ,!'� ' — ♦ I .,.� e J,. -�' 10 — — a�, � ,r ,i �„ •�1 ,< +� �' � ,,,� ° � '' ,,- '' _' � � T�, � ��'`'` — ° { 3 - 1 f4 '�2 ,.� "� ,. '; �' Q TYP . C�? RAFTER & �'� ~-� ^ .,,, 9 1 /2 LVL �'�1 �' � '� ° r LOOKOUT BRG, • � � � T ( RO ED 12 •r � � � s "� rf -' � TY�? . i \ ti..r' ,,,. ° • � ,^ � .�" ° -° Lr � � \ \ R T . : 16 �}A TYP . t�D TRUSS BRG. ..2 �' � ,� �.. �., Q TYP.� � , S9 N �TE. SEE 19 /S9 FOR HIP f VAL�.EY / � � .�- -` ~���:�"��`j CUNNEG`CiQNS NOT SPEC( F'IED QN PLAN L LQTYP . � ��.,� 2x1 s C� 16 " cv ( __.._ . � ` l � \ ``�`�''~� � I��a N �, �,1�i � � 1 , • 3 �2k cv �--� �� •` { 2} - 1 3 j4 1 1 f 4 LVL �� � \ . � y � � � � + � c� c� CAN T. ' �Q CON T, 1 3 j4x11 1 /4 �VL � � EXTERIOR HEADERS ARE. `�+ � \ `L+ STRUCTURAL SUB — FASCIA � � � �}— zx� o' � w1 �� )— �Xs '�� � � � `��' ��� � l � KI�NGMSTUD �EUAt1SIDEX TYP . a�" �, ` ''� ��>� � \ � � / � � `� FQTYP . QTYP ; designed by MPS /JMt� � � UNLESS NOTED t�THERWISE 2, � -' � i �� drawn by M TN JM O \ ti � � % �,'`� �� � � checked by � RMLTQH � l � \ s °i r i � \� � 15 2x12 LOOKOUTS � 16 " , TYP. R���l �`� � � ���.� � ,�, � ��� �; lSSUBd \ \ -' -' �i' t � S9 �� � � � � �" ° r .�' � � � .- '' ' � � �� � � ��� � � � � �% ' � � ' � � �� �� � �, PERMIT 06 /05 /13 � � ,,. � � ,� i r � �� � ���� ° � '7 -- �',•� t�. �_�.�n, s �� �.}� ��� � 1 � r i ° / rf / �� � �„� � g ,� M � 1 �,, �„ i ,. � � \ � � � �,��.r %�`�. . r, -'- �, � � /� \ � ,� /� \ . ��� .�.:.��,..n�..�.J .�. � \ \ .�- "�i r � � � f �� \ � � ��i / \ \ \ ����� n .�.x�,�..� � � � � ,,. � f � � \ � � � � � � � �1 � RTH , , r , , , � � , , � � RC� QF � RA �/I I N � P � AhJ � � � � E . , �. ,, � � , _ �, ,, �, � � r,,� -�.�� / , � � � � � �, � � � �. � � � � _ � � � :- .- ` � �� r � '� � � � � � � � PLAN NOTES : \ � o t� f / � � � \� / � / � � /� f, / 1 . INTERIOR W�OD STUD BEARING WALLS ARE INQiCATED ON PLAN THUS: � ,r � � �/ � / 2. POSTS BELOW ARE iNDICA7ED: Sh ��� �� ,r � � � � � �, ;, '� / j � SINGLE S7UD TRIMMERS THAT DQ NOT REQUIRE BLC?CKING BELaW ARE INDICATED : p �;� f � ,,� � � � � �l � � / , `� 3. A�L COLUMNS ARE �ABEL.LEG AT THE TQP. \ / ,�' � \ \ � / / � 4, ROOF SHEATNiNG IS 5j8" APA RATED SHEATHING, EXP . 1 , SPAN RATING 40/20. \ � ��' \ \\ 1 \ � , j / / 5. " �} " INDICATES CQNNECTI4N TYPE - REF. S1 FC?R SCHEDULE. SEE 19fS9 FOR HIP/VAL�.E`� CONNEGTlONS N4T SPECIFIED ON PLAN . � � ,� j � 6. ROOF BEAMS, EXCEPT NEADERS, ARE FLUSM FRAMEQ UNLESS N07ED AS (DROPPED } . � � , j � 7. AL� ROOF I� AFTERS ARE: 2x12's C� 24" , TYPICA�, UN �ESS NQfiED OTHERWISE. � � � � ��ti , j � 8. 1NDICATES R {JOF OVERFRAME. OVER �RAME WITH RAFTERS TO MATCH SPACING OF RC}�?F BE�OW, \ \���,r j � WITH 2x4 CRIPPLE POSTS TC} ftAFTER OR TRUSS BEL4W SPACED 48" (?, C. MAX AL{�NG EACN (�VERFRAME MEMBER . � � � �� � � � � � � � � � . . � . . . . . . . . y . , . : .. .. . " }: � j ' ., . :L .'.:. . � [ ` ; . . . . � '. . . . . � � . . . . .� . ."i . : . x . ...r: � �. , . � . . 2 ' - 0 #4 DW�S x Q 5" CONC. SLAB PER PLAN I — JOIST BLKG. PANELS 1 1 f2 " �TWT. CONC. , TYP . (� 24" �� BTWN . JSTS. (J BRG. , TYP . I — JQISTS PER P �AN �. C. , — SEE PLAN 2x6 STU � S C� 16 " Q. C. Wj �. , , , , 86Q2 — 1 1 2 .— — ___. _� . — — — � s ____ — T. O. PLYWD . 1 /2" P�YWQ . OR OSB �= -� T. Q. SLAB . ` . 4 SHEATHING 1 1 /2" LTWT. CONC. , TYP . � '� e, � > , � � � � a � „ �� � r�� , � ��% s�:�: i � . � �� w,� / Y�. 'k � � �f�; 1 / ' ' t4 `� `C,� ` `: t �.'"' ,�:� 8601 ' - 5 1 2 `��`. 4 � 1 1 j4x11 7f8 TIMSERSTRAND — ---- - - 8614' - 0 � ° � � � ,, , � , � LS� ( OR �QUIV. ) RIM T. O, PLYWD . �,� � � ; " `� T. O. W. �, � : �����,���� �� SEE PLAN � �� �� .��'' ( 1 ) — �4 CC?NT. HORIZ. � _ � 4 r�.� T. a. STL. BM . 1 /2" b x 10" A. B . 's C� 48" O, C. f , � � � �r . ' ��� � IN CONT. TREATED �x6 R A � � � 8612'- 9 7 8 _._.___ __ �_.__ , � a T. O. W. � `� �f� ?� 1 a 4> 4,• { 1 } — �5 CONT. HQRIZ. C� MID — HT. ST(�. BM . PER P �AN Wj CAp : (� d I — JOIST� PER PLAN � 2x NAILER �RIVE 1 f2xBM . WIDTHx1 ' - 0 W/ PINNED TdP TOP FLANGE ( 4) - 3j4" s� THRU — SOLTS ° Q . ; 1 /4" FITTED STiFFENER �, Q � � �, EA. SIDE dF WEB 2x6 STUDS C� 16" O. C. W ° � v �c �' c� r*. CO�. PER P�AN � � � � ,�. � #5 DW�S x =; , 1 /2» PL.YWD. OR OSB j U � a o 0o ao �� @ 48" O. C. BASE �' S/8xi Ox0 — 10 SHEAT}-iING Z � � c� rn a� 4 �'`' W/ ( 4) - 1 f 2 " S� x 10" � � p � r� ° �' ,� A. B . ' s QN 1 " MIN . SHiM j 1 f2" EXP . MAT'L, TYP , g. Ul � � c'�v � t�`s� rn . & NON — SHR( NK GROUT 1 /2„ � x 10" A. B. ' s t� 48" O. G. 1 ° ~ rn oa w J 4 � ° { 2} — �5' s CQNT. ' 5" CQNC. SLAB PER P�AN � �t .� � _ � °� ta IN CONT. TREATED 2x6 �. tQ HORlZ, TOP 8c BOT, > , � a� t° �' —' '`-"'` �, 8602 — 1 1 f 2 86t� 2 — 1 1 2 8596 ` - 8 � � T• O. W. ( ° o � a T. O. Sl.A6 STQNE . � � . . . ° ° ° ° VENEER PER '� tt� •— T, Q. F. ° 4 ° �' �I II � q , rn (� ARCH . � � a . Z � 0o Q � Q d °�i�%`�i�i� (I I� ���`����' o ° � 4 , O � .- r. �g ,���,\�� �-J I� ���`��!°�' _ a �, �>i�f ��i�r, ao rn r. ����� . . . . � r .— , ,r �f���������;� , » � _ r�. � � u� �!.�� `��i #5 s CONT. NQRIZ. Q> 16 O. C. ,� . �ti � , � PERIMETER DRAIN „ „ „ /,/ CQNT. L PER SCHEDULE 5 s VERT. C� 12 O. C. � � � �i�r� SEE SHEET 52 �� � �t- �` I I PER SOILS ENGINEER 4 8 4 EQ. EQ. � a .� x o �t- �r SEE SCH �D . FOR RE{ NF. c7 Q � t� �, � °' `�' 1 ' - 4" SCHED . WIDTH ;.,� ° � .',,�- o =' �a r� n: > °:� 1 0 SC /�LE : 3 4„ = 1 ' — Q" S7 ? SCA �.E : 3 /4" = 1 ' — pr� � ' � 4 �7 ar ��t ��� PR4VIDE WATERPROOFING 2' ° p `, . MEMSRANE PER ARCN . BTWN . 4 DWLS x Q 5" CONC. S�AB PER PLAN 1 j2" � x 10" A. B. ' s � 48" O. C, CtJNC. 8c WdOD FRAMING # „ i � ° � . IN CONT. TREATEQ 2x14 R, � �� cv ° a RIPPED TO MATCH FQTN . WALI� 1 /2„ EXP . MATlL, TYP . O. C. SI.OPE SLAB � ° . � a . 1 1 f2" �TWT. Ct7NC. , TYP . 5„ CUNC. SLAB PER P�AN �. U� S RB Q � d `���i,}��� � � a . � 4 � o t g�+ n , (ry 8602A - 1 1 /2,� py� p , 00 pp�y� d � �`��p ,� 4 , 4" #5 s VERT. @ 16 Q. C. #5' s CQNT. HC}RIZ. t�r 16 " Q, C. _L1—V CJ V� — V � �.....r. __�.._.. .� , . 'd � T n �p U U � CJ — � oY0. 0 " d ' Ai�'a s ff T. �. {` �YWV« n 4 i . v. �JL���` T T. O. W. ` '� 'J "r ''� . ° L f:���%%� .d ������� o` �— � � t �%% ° �������� ( 1 )— #4 CONT. HORIZ. ��r � D � 8601 — 9 3 4 �i�\ .� i�r #5 D1N�S x °i �� {�B TYP . . �' . Q (� . : ,f �i��r �f �,, T. O. W, ii.i 4 . �, I „ � � ,�r��rf��f`��� , C� 6 O. C. �. . ��, � , ( 1 )— �5 CQNT. HORIZ. C� MI �— HT. ( 2) — �5 s C�NT. c� �; 5 DWL5 x ;�fti�ff � . � NORlZ. TOP 8c BOT. 4 � 1 � " �. �. N 1 - 2 a . ' ��`f a I — JQISTS PER PLAN �� � a #5's GONT, HORIZ. (� 96 " O. C. 5 DWLS x � a � �" ( 2)— #5' s CONT. 1 2" EXP . MAT' L., TYP . 4 # }� NORIZ. TaP & BUT, d j � 4 C� 48 O. C. � „ t� � " 5 CQNC. SLAB PER PL.AN � r''"� .�tt ��� t, ,, � � 4 4 8590 — 8 #5' s C� 12" t7. C. TRANSV. ��� � ( 2) -- #5's CONT. T. O, F. ° � ° , � _ p . $602' - 1 1 2 a � � a HORIZ. TOP & BOT. � a Q , � 4 d ' d # 4 � T. O. SLA� E3�� � 8615' - 8 � � d a a 8601 — 8 1 2 t'^'� � ° d #5's VER T. C� 16 " 0. C. T. O. F. ° a a � .. ' ' Q T. 4. F. � � a � Q . � q F—i . . • . � � . . .# � . � � • 4 ' A � Q . � .d / � / / �w6oc�� � °° � a _ ° `�i 4, a a d Q �%�*�`�f,��f�,`/� / ( 6}— #5's C{7NT. LONGIT. �+�w� � . Q . , � $ rr �n �r� r,,. ° � . a . d . a i d i . /�`� \'� � I � � PERIMETER DRAIN �„ �,� �!t ,,Q `� a d Q d d ���,I �� r � r^"'� a PER SOfLS ENG( NEER , „ P� ERIMETER DRAIN 2� _ 4» PERiMETER DRAIN PER c� �1�� � � _ 4 ER SOI �S ENGINEER � � �5 DWLS x � g „ � , „ SOILS ENGINEER 3,_ �s, �„ � , _ �„ � �� .� � SCALE: 3 /4 1 — 0 r� � A �_ �xf � (3t 4E3'� O. C. � S7 "r �» ° 2x6 STUDS C�r 16 " O. C. Wj 4 SCALE : 3 4" = 1 ' — p „ { 2) — #5' s C{7NT. 1 f2'• PLYWD . o� os� �7 2 SCAL.E ; 3 /4„ — � ' _ 4 ,� � � � � NC}R1Z. TOP & BOT. SHEATNIRlG � F—,� � 1 1 /2" LTWT. C4NC, , TYP . S7 � M $ �� �'- 7 1 1 /4x11 7j8 TIMBERSTRAND — � - - -� gg14' — p . I — Jt71ST BLKG. PANEI�S {� � i — Jt7lST BL.KG. PANELS C� � � � ° T. Q. F. LS� (QR EQUIV. } RIM T. O. PLYWD . 2x6 S1UDS C� 16 " O. C. 24" IN �IRST JOlST 24" IN FIRST JOIST � ' � . G w _.._..._.._,__. _._.."_ . � w/ � /�" ��Y w a . aR os� SPACE W j ( 5)- 8d NAILS s� ac� w/ ��}— �� r� ai �s �� C� a 1 f2" �b x 10" A . B . 's C� 48" O. C, SHEATHING INTO EA. PANEL, TYR . 2x6 STUDS t� 16 " O. C. INT(? EA. PANEL, TYP, � 4» �„ 4„ IN CONT, TREATED 2x6 R _ 1f2» 4 x 10" A. B, ' s C� 48" O. C. 1 1 /2" LTWT. CONC. , TYP. Wf 1 f2" PL.YWD. OR Q5B � t, 8612' - 9 7 8 --- --------------- ! N GONT. TREATED 2x6 �' � . � , SNEATHING 1 1 j2" LTWT. CCINC. , TYP . 1 — 4 T, O. W. ( — 8614 — 0 �� � SCA�E : 3 /4„ — 1 , _ C}" �� - 4 8813'- 9 3 4 T. 4. PLYWD . �� I — JOISTS PER PLAN T. O. W. � 1 1 j4x11 7f8 �S� RIM --~ - - SEE PLAN 14 d �.e.�— � i � � T. C?. PLYWD, I _- 2x6 STUDS C� 16 O. C. W/ STONE %�%��'�'� ° ,� a i i `}� 1 /2" � x 1 Q" A. B . 's C� 48" ---- 1 j2" P �YWD . OR OSB } � #5's VERT. t� 16 " O. C. VENEER PER \ �`�``�,�T�� ° O. C. IN CUNT. TREAfiED 2x6 � � SHEATHING 8619 — � d . ARCH . `,, T. O. SLAB i — JOISTS PER PLAN 5EE pLAN ° T. O. W. 1 /2" �s x 10" A. B . ' s t�7 48" O. C. CONT. L PER SCHEDULE � � SEE SHEET S2— A o CCJNT. 2x12 LEDGER I� b � I — JOIS7S PER P�AN IN CaNT. TREATED 2x6 �' � j2" EXP . MAT' L, TYP , � : � W/ ( 2) - 16d DRIVE d ua �� ��i — � ' 5" CONC. SLAB PER PLAN ° 1 f2" EXP . MAT'L, TYP. � PINS t� 16 " O. G. � T, O, W. ( STONE VENEER d . :— GRAW(�SPACE � � S�OPE PER ARCH . ° y} d I� ��_.,,_ 5 CONC. SLA� PER PLAN STONE ��`�.�������� . Q ° ° 8602' - 1 1 ». a � #5' s VERT. t� 16 " O. C. a ° �����ti�� VENEER PER `U���� . 4 � . � ° T. O. SLAB 4 . � drr�,�.� t� �Si ned b ! ARCH . � � MPS JMO Q 9 Y a Q d a � �. � II 4>> ��, �,. �, �1�, �,�' ° q q #�'S v�� �, c� � s " o. c. drawn by MTN jJM (J o'�,'�'� ' CONT. L PER S�HEQULE r�tii,�!,,% � d 4 KRM TDH �, � �/,��1%%�!%�� SEE SHEET S2 � � r� �i ip,,i. 4 4 checked by d : ��f��`i� ��!���`�'����T d ������\ � ° , ,� STONE ISS�l �d 5 s CONT. NORIZ. C� 12 O. C. �''���%�`��`�!� q ���,� # VENEER PER � . .�5's VERT. C� 16 " Q. C. `f �� „ „ „ i ARCH , � � PERMIT 0 � /(� 5f13 4 4 #5 D WLS x ° >, s. CONT. L PER SCHEDULE C� 8 C?. C. � � . � „ " , " SEE SNEET S2 . „ � p" � � � #5 s �ONT. HORIZ. C� 16 O. G #5 s CQNT. HORIZ. t� 16 O. C. ° #5 s GONT. HORIZ. t� 16 O. C. e .. .�\ r,� 4 c , Q a { 2) — #5' s CONT. ° �� ° � �3� � �� ��� � �5 QWLS x �° #5 DWLS x c° ° HORlZ. TOP & BOT. 1 f2" EXP . MAT'I�, TYP . �� �� � ��,� � �°" �, � ��� � � � . „ � fl� 48 O. C. � ° C�? 48'+ O. C. L`� , „ �° 5" CONC. SLAB PER PLAN C4NT. L PEF7 SGHEDULE � ° � � �� � �¢ � � �`� �� �, g " � g " d . #5 s t� 12 O. C. TRANSV. SEE SHEET S2— A Q . , ,... � rr ° ° 8602'- 1 1 1�2 � ��� � ����,,�� . ..�..�,,�, �-�-�� � : , (tj a °. a a . � . . � QQ . 4 T. O. SLAB Y #5 DWLS x �° ---,.,,,.�,` a, d �� p ( 2)— �5' s CONT, . . { 2) — #5' s CONT. �, 8641 — 8 1 2 C� 48 O. C. � � � HORIZ. T�P 8c �OT. HORIZ. TOP 8c BOT. ° T. O. F. ° � � ° � � . � � „ � {��°�5's�°CtJfV�`.. � Q Q �... _ d. ° `�°,,. a � . � : . a a j\\,�\,���, '' ( 5} — #5' s CONT. L{7NG1T. M �RIZ. TOP & BUT. � . , � a . � � Sf188t ( 2)— �5 s CQNT. d � � ...__.., 8615,_ 8 d �a . , NOR1Z. TQP & BOT. 859F '- 8 a � ° d ° Q /\ T 0 FPLAN Q 5" St,AB A SIM. T. O. F. ¢ � ° T. O. F. ° � ° PERIMETER DRAIN � ' a. , Q ' � d a e » » a jxj ' a 00 0� a PER SOILS ENGINEER 1 - 6 8 8 � �� `�'�. ° `�,tr. ° � PERIMETER DRAIN 2'- 10" PERf SOiLS EtVGI EER „ �, �, „ �, „ 4„ $„ �,a PER SOILS EhJGINEER �' � 4 PERIMETER DRAIN PER 4 8 4 SOI �S ENGINEER � } _ �}, � ,� �„ � , � �„ � S� A �E: 3 4•, = 1 ' _ 0 ,� � SCAL.E : 3 4"' = 1 ' - 4" � SCA �E : 3 �" = 1 ' — tJ „ � SCALE : 3 4» = 1 , - 0 „ S7 �7 J � B #� 7 � FJ — � � S7 S7 Y . _ . .. . . . . . . . . . . . . . . . . . . . _ . . . . . .. . . .. .. . .. . . . . .. ._ . . . . . . . _ . . . . . .. . . . . . ... . . . . . . L — U —� SEE ARCH . FOR STAIR � � . ., �� LA ,r;.� ' i; +�r f ���� �r n z r: ,.� � >> 1 j2 �b x 10 A. B . s � 48 O. C. ��<�.; � :,� ,; t' . a �� � � � �� . ,� ��`���ti�,� ! N CaNT. TREATEQ Zx6 � �� . a . Q � d . �0. 1 f2„ EXP . MAT'L, 7YP . �� � �/',°' • � 4 g 4 �j�\�r\�r j�+\\//�,I �t � r a " f �?'� �3' s @ 12" EA. WAY 5 CONC. S�AB PER P �AN . : � � . � - 2x4 OR 2x6 STUD �;� , �o . ` � � #3 CQNT. IN EA. . �' d � �,./� BRG. WA�� NQSING � ° � b,,, �'` T. Q. S�AB __ � � � � � ' a � . /' r� rr r ex r " � � . y CONT. TREATED 2x6 {� W/ I 1 1 2" LTWT. C�NC. , TYP . - ; '�_ • 16d DRIVE PiNS t� 16 " O. C. � f2 � x 14 A. B . s � 48 O. C. 8619 - 3 T. O. SLAB � ��i�'�ii��ii`�'�i� ' ° a IF HEATED S�AB , GLUE IN CONT. TREATED 2x6 R �.� � � °- Q . . � { & T. 4. W. ''��!`��� T. O. �PLYWD . CONC. SLAB PER P �AN R TO CONCRETE} r , � \\ � I - JO1ST B �KG. PRNELS C� 1 2" EXP . MAT' � TYP . `�\r � r ; 8602 - 1 1 2 24 IN FIRST JOIST f � � � �� _ p�= �����• \f�!��; . „ � ' n a a n 4 ° T. O. S�AB SPACE Wf { 5} - 8d NAILS 5" CONC. S�AB PER P �AN ° ���� - � 7 � � � � � � p d ^ �� � `� (NO SLAB C� SIM . } INTO EA. PANE�, TYP . y � � � SGALE; 3f4" = 1 ' - p " �a � � � � _ ��-dPE ►- T. O. LEDGE �j � s c> sr d o «� ca d �— (} f37 CA S8 `�i��i���i��i� a � a � . � ���������o�' Q 8619 ' - 0 �. v .� d » � z v ►- �� W16x36 � !,��% °. i��r� ' T. O. PLYWD. d . n a 5 1 /2 � 1 ���i i - JQfSI'S PER P�AN w � a ° o � r,,��. ( 2� - #5 s CONT. H4RfZ. ���i �%� 8618' - 9 3 4 ° � � `� �"' I) �f� � �t EQ. EQ. � d .. ��r��i��'i�'i�. Z °° ►.-- --� r� x TYP . TOP 8c BOT � � �`�' +T w w ,--,.^ T. Q. �EDGE i oiii:i, 5' s C� 16 "' t�, C. a � r*� _ i- a � d � - � o��`i`�� ' # a co `t •�- � c�n � ::�:� � ' - 4» ,� „ ° ���� EA. WAY, EA. FACE ----�..., Q ° � �5 DWl.5 x �ty J � 7 1 /4 @ 48 0. C. j � � -- � OPTION 2 CONT. TREATED 2x12 #5' s C�► 16 " VERT. „ t! (EA. FACEy � � � z �rn _�� 2x4 OR 2x6 STUQ LEDGER Wf {2)- 16d a � EA, FACE 2 ° 2 W12x26 W18x50 BRG. WALL DRIVE PINS C� 96 O. C. � ° CLR . CLR . 1 f2„ EXP . MAT'L, TYP. Q � r�,, u°°-� r°�' ,i ..,/� , _ 5' s HORIZ. t� #5' s GONT. HORIZ. � ,,,�,�,,, 8596 ' - 0 c� rn .- � � � 1 I �" o. c. , ( i . F. ) c� � s '° o. c. , (a. F. } , � ° 4 � a � �r. o. s��e �" ��" .� � � � � CONT. TREATED 2x6 � Wj � 8595 - ? � o� c,� 16d DRIVE PINS C� 16 O. C. " � T, a. F. d � � � ^^ �,_, 8631 ' - 3 ( !F HEATED S�.AB , GLUE d a oa � ,� �� �, ��f�� 5" CONC. SLAB PER PLAN � -E co =' � a Y T. Q. 5T�. T. O. S T L. CaNC. SLAB PER PLAIV K? TO CONCRETE) . ° ��`�/`�f:�i�'� v� °- > °`-'' `': a ! . 86Q2°- 1 1 2 � ° ,� � �, „ �r,.�i � q. 1 - 0 3 f 4 q. 4 a � ° � - T. G�. SLAB Q . ° * . . d a ` in 1 /2" EXP. MAT' �, TYP . � . .. a . 1 ' - 8 3/'4" p . �. . _ d ^� sr TY(' . \` \\ �\ `\ \` . . . . . �/ i/ / i/ i/ � J 3/16 ,��tf���r � ` .a. in W12x26 S�AB PER PLAN ' S� ALE . 3 4'> .= � y .�. Qrr s ��r,���f\r��i �%f� � Q Qa . 58 W16x36 ______�,�._._.____ ( 2) — #5 s CQNT. HORIZ. '�!��� EQ. EQ. `if�r v �,t • TOP & BOT ' � � _ 8603° - 0 NC?TE: COPE TC�P 8c BOT. W18x50 � , _ 4�, 'r' T. O. SLAB--- -� ° da . �, CLR . A B C D E DWL. SPACING FLANGES FQR CONNECTION � " � s n » r �� n rr �' 0 - 4 4 8 2 - 6 8 16 4. C. 11 SCA (�E ; 3 4» Y � , ` a �, OPTI ON 1 \//��//\*1/\//\\ . . #5 D WLS x ° a , „ , ,� , » �, „ 8 5 DWLS x ��,"�\��� " �-� 4 - � 6 1 - 6 4 -- 0 � � 8 O. C, �� e/ S8 „ , „ cn � r a . , � 8 Q. C. SGA�E : 3 /4 = 1 - a # � �� „ ���� a 0. F. � {� 16 O. C. N 1 - 8 GROSS LAP JOINT � RQUGH SAWN 3x6 's S$ (I . F. ) � � _ � � ° a PER ARCH . „ Q #5° s C� 12" O. C. TRANSV. INTERSECTIQN Wj 2 SEE 51TE PLAN „ FITTED END �: / , � � TYP . 8 OLY�.OG SGREW, � N 1 j4" x 8M . WIDTM CLR . � . 8600' - 5 T. C}. W. `� `' ��' ' �,�f� �� ` ° T. O. F. � � � � / • a a • d � .3`� �7 }} --'''�� �\ * ,,. a . d o ° ..`�' �( 4 ��J} S �RT. C� � �7e: F""� ��� � , � � � : � � c.c:� ° d � 4. ° PERIMETER DRAIN '� STONE 3 j4„�x12" LAG � x� $ � �. �f BENT BM . PER PLAN PER SOI �S ENGINEER VENEER PER � � � 1 j2" x BM . WIDTFf x � ' _ �" 1 ' - 0 3f4" 1 ' - 2 1 /4" (8) - #5' s CQNT. LONGIT. ARCN . ° � #5's C4NT. H {�RIZ. C� 16 '" ``� 0 - 5 1 f 2 HEAE?ER PER P �AN �al� W & x6 POST u� , „ � ( 2} _ 1 /2" �x6 " LAG � � � SEE SITE PLAN a . (" T, O. GRADE ' . � � �� � SCREWS [ ( 1 ) EA. � h ,����� 4 E--� � � a SIDE QF WEB ] ���`'� �° 2 ��� � � SCA �E: 3 4 = 1 - C} " ,� „ � SCALE; 3 4" = 1 ' - 4 " CONT. L4x4x1 f4 Wf r'1 � S8 F � 8619' - 3 S8 5 f 8"s�x4" EXP . ANCH . ' s C� d ���' T. O. S�.AB 7 � SCA �E : 3 j4„ - 1 , - fl „ 24" 4. C. � �, � .. 1 f 2" EXP . MAT'L., TYP . S8 � #5 DWLS x � (,� � ( z)— #�' � cc�r� T. Ho�iz. ��� scr� �o. � 5" CONC, S�AB PER PLAN o TC}P 8c BOT. � � 1 - JOIST BL.KG. PANELS C�➢ � � � � .� � SLOPE " „ „ d- U �5' s TRANSV. t� 12" a. C. 2x6 STllQS Cc� 16 �. C. 24 IN FIRST JOIST 2x6 STUDS C�D 16 O. C. � 861 � ' - 3 ""�` W f 1 /2" PLYWD. QR OSB SPACE Wf (5)- 8d NAILS W j 1 f z" PLYWD . OR OSB ' N T. (3. W. � . � ° SHEATHING INTO EA. PANEL, TYP , SHEATHING 8 �� � d (2} - #5' s CONT. ! � � �r� •, » f „ 1 1 f2" LTWT. CONC. , TYP . - � � 1 /2 � x 10 A. B. s C� 48 O. C. � � 1 2" +� x 10" A. B. 's C� 48" �. C. ° b . �' HQRIZ. TQP ''�'��`'r�����'' IN CONT. TREATED 2x6 R , IN C4NT. TREATED 2x6 R " 1 � ° .� � d f�r��i•% — 8619 - 0 � ° � PERIME`CER DRAIN 4„ �4;, f���ff 8618'- 9 3 4 .- _� f r -� T. O. P�YWD . $622'- 0 � �. T. 0. W. ° PER 501L5 ENGINEER � - T. O. W. . ( . . c� a . a � � �I 4 a �) � B 8" � ( 5)- �5's �QNT. �ONG1T. � � i� 1 1 j4x11 7 f 8 �SL R ! M Q VENEER PER \ �\�� � STQNE ��`?�.���.� ° r VENEER PER �%,�i�`� ° �5' s VERT. C� 16" O. C. � ° ARCH . � � I - JOISTS PER PLAN ARCH . �. ,� � !, , �� � �, » TYPICAL SITE WALL SCA �E : 3j4 = 1 - D � ����' - � � `� �` CQNT. L PER SCHEQU �E 4 4 C�NT. L PER SCHEDU �E 1 - JOIST BLKG. PANELS C� �� T. �. P�YWD . a� SEE SHEET S2- A n CONT. 2x12 I.EDGER SEE SHEET S2- A 24" IN FIRST JOIST W/ ( 2) - 16d DRI 'VE ° .`d SPACE W/ ( 5) - 8d NAILS --- HSS Gf?�. PER PLAN . � PINS C� 16 " O. C. INTQ EA. PANE�, TYP . BASE R: :° a � /z„ Xs„�o, -- � w/ � #5' s VERT. t� 16 " C?. C. p �5' s CONT. HORiZ. CC 12" �, C. 1 1 f2" �TWT. CONG. , TYP . ( 4) _ 3f4" �x10" H . A. S. �N �� , a . a ° a � � 1 „ MiN . SHIM & GRQUT � � ,4,T ( - JOlST BLKG. P' ANELS Qr CI , — $602' - 0 TYP.���� � °�� ��1 � T. o. Q ��wQ, MF� S JMQ �a�" IN FIRST JOIST � �° #5' s c� � s " v�� r, . � � � � � gned by � � EA. �"ACE , �� o . � �� _ � �� � �. � �° �� �� � desi SPACE W/ { 5) - 8d NAILS '+ : �� . #5 s CONT. }-{ ORIZ. 9n 16 0» C. a � � .� --�* � �,'� �OJ� � �� s�s � �� �° CjC'CIWCI k7 �! � T� f`�� � INTQ EA, PANEL, TYP . e � 1 j2 EXP. MAT L, TYP . ,,..-- �- �' � � /4 � . � � � �t� � � �� � �_ '� checked by KRM f TQH ° #5' s CONT. H4RIZ. C�r � 5" CONC. SLAB PER PLAN � ° . >� ,, ,��`i ' ` ��.,� �, . 16 " O, C. EA . FACE � ` �}�� `,��� ������,� m . �����.�� ISSU6d � �. Q ° a I - JC}ISTS PER P�AN �"��'� � � ��•�i �,1i;�` �' L- � o ,; „ � � C�� � : .��._.mm.....� ,, ��..,� 4 #5 D W�S x ° 4 . 8 6 0 3' - Q c o � � ` � �' ' PEF� MIT {J6 � 5 �13 � #SDWLSx � � #5 D W L S x -' ° � 8 O . C, d- ° ° 4 d ° Q T. (7. P L Y W D . °i � � a C� 1 6 O. C. � ° GQNT. 2x12 LEDGER 1 2" cp C t 7 N C, P I E R C� 1 6 " �. C. � a ° 1 ' °° 2 4 `a�� 10" Wf ( 2) - 16d DRIVE -- ( I . F. } 1 ' _ 4 a. � �,�,�i�i,�,i� 4 PINS (� 16 " O. C. z � t-� ° a 5 DWLS x � {2)- #5 s CONT. � ii��i��ii;i% ( 2) - #5' s CQNT. d � — ( 4)- #5 DWLS x ��� � ¢ � � � „ �a �. i HOR( Z. TOP 8c BQT. a. �,��r MORIZ. TOP 8c BOT. � ' � � � f�,a EXP . MAT'L, TYP . � ``� ° ! a ` ° .�-... � CLR . a a . Q. F. � : _ � � ..... � 8" CONC. SLAB PER PLAN d �5' s @ 12 " O. C. TRANSV. ' d �° #5' s C�P 12" O. C. TRANSV. � � � � 5, a _ � 8596 ' - 0 4 ° ° . a 10„ T. O. SLAB , Q � n � 8600' - 5 D � c , 8595'- 7 #3 TI�ES x 8595 - 7 � ° ..,. _... C� 16 O. C. � � ° a ° � . Q. . � , -a-----a h�, � � T. O. F. o a _ . d . � ,, ,� , , , �r �- a... ,.�. d a . . �° . o ' . . � . ' ' ° T. �. F. G� ty � / � - . 4 .,� � I , ,��* ` 4 Q � oa .. � �" ° a a � ' a ���` %a (5) - #5 s CONT. LONGIT. � � � a ��i��ii���;�, d� � Q � � �{ � d � ( a �u`` �\�` \\ , ' " d ° C1 '\\%/\/'�� �� � f� f / .- � S�IG' 8t _ ��,,�fr'���� d � � SEE SCHED . FOR REINF. �� � PERIMETER DRAIN � q ��\ ; -, , „ �'r,',,�� 4" 1 ' - 3 1 j4„ q.,, PEf� �(?ILS ENGINEER PER( METER DRAIN „ (5} - #5' s CONT. L.�NGIT. � EQ. 1 - 0 EQ. PER SQILS ENGINEER 1 ' - Ol' 8" 1 ' - 0" PERIMETER QRAIN � , _ Q„ 8„ �„ � PER SOILS ENGINEER 1 '- 11 1 f4" �, _ �„ 2r_ 4�� SEE SCH �D, � SCALE . 3 /4" = 1 ' - 0 " � SCA�E : 3 /4" = 1 ' - 0 " � SCALE : 3 /4„ = 1 ' - 0 » � SCA �E : 3f4" = 1 ' _ � „ S8 S8 S8 �g JC� B #U706 - 18 _ _ _ _ .: RAFTERS -- SEE PLAN - . FOf� RIDGE „ FACE OF STAIRS BEYOND ,<�, ; `, r �; �, �� CONN . 7YPE 1 1 j2 �TWT. C4NC. , TYP . HEADER BM . � 1f4�� ,�`��� � �' ° `�- � '� � ` ` �``� '� r r,� t,' �� • , -'' ��; a� � 4'- 0 — -- ____ { 4) - � �/��� � �f� �v� � � � �r � � � 1 � TREATEQ 2x ER ECKING PER ARCN . �, Q. p�Yy�p . j�� `� x � � °� - DRIVE- PINNED TO FL.ANGE � 4� � > � � � � C� 16" O. C. , { STAGGER ��`� � v a > �� Q CONT. 2x12 STRUGTURAL Sfl�ID BLKG. U � QER BM . � � � - ' � 5UB - FASCIA, SE� R�AN SE PL N � �'��� �� � ��"�' ��� � � � EE �AN T. 0 D KING 1 1 f2" LTWT. CONC. , TYP . � , O � T. O. TL. � ____a ._.._. t , �� v L � � nP . I -- JOISTS PER PLAiV - — � ��� �y�" � � T. O. P�.YWD . RIDGE BM . Q TYp • 2x12 RAFTERS u - - a _ � VA�LEY BM . VA��EY BM , PER PLAN ( NIP BM . SIM . ) (HIP BM . SIM . ) DECK JOISTS PLAN 1 1 j4x11 7/8 LSL RIM , {� TYP . BM . PER PLAN � � � Q � � 2x10 BLKG. BTWN . .� .Q N � RAFTERS TYPTERS C� BRG. , -� � a Cr- N ¢ °p� c� t� (4}- 10d NAILS {� �. ( 2) - 1 3 f 4x11 7 j�i I.VL z .� � ° � rn 2 x 6 S T U D S C� 1 6 � p � Z � ,.� EA, RA�TER , TYP . W� 1 f2„ PLYWD . OR �j � N o � � 16d NAI �{ NG SGHEDULE ( . 162" � x 3 1 j�'� HAND- DRIVEN ) O S B S H E A T H I N G � � SCALE : 3 4" = 1 ' - 0 " POST PER PLAN E.- � � � � �� MAX. � � � � � S9 Z � °,,,.�° �_ � a x 3" MAX. STONE 8c SAND j `� 's= `° � F- "? � 4' - 0 { 3}- 16d ( 2) - 16d EA. SIDE ( 2}- 16d EA. MEMBER SEE ARGH . FQR RAILING MORTAR ON WATERPROOF ..~� � � J �� 6 ' - 0 {4}- 16d ( 3)-- 16d EA. SIDE {4�- 1F>d EA. MEMBER { COORDINATE ATTACHMENT) MEMSRANE PER ARCH . � � 1 � SCA �E : 3 4 " = 1 ' - 0 " SLAB ON DECK PER PLAN � SCALE: 3 /4" = 1 , - a „ z �cn 8' - U ( 6) - 16d (4) - 16d EA. SIDE (8)- 16d EA. MEMBER �g CON7. EDGE At� G�E: �� 8632'- 3 � Q � r,N„ � � ,� 10' - Q SIMPSON L.SSU �1 (7 SIMPSC7N �SSU210 {12) - 16d EA. MEMBER SLOPE _ L4x4x3j16 , TYP . T. t7, CONC. 8631 - 11 � ,� c� rn ,- , „ C� PERIMETER � .� i i 12 - 0 SIMPSQN LSSU210 SIMPS4N �SSU210 (2)- 3f4 �i THRU - BOLTS T. O. CQNG. M� � °Q rn rn � x � X � % �� ` x ° SEE PLAN CON T. EDG� ANG�E: 3 1 /2" � p � rn rn GUN NAiLING SCHEDULE . 131 " � x 3" GUN - NAI �S T. O. ST(�. L7x4x3f8 DRAIN PER AR�H . � � ci =' ° d C ) Q T Y P . S L A B Q N D E C K P E R P L A N , C fl N T. E C 7 G E A N G I.E: � u� n,: > °.,.,,' ,!� MAX. L 1�} � � PACK WEB SOLfD FOR HANGERS. Wf WATERPRaOFING PER L8x�x1 j2 STL, R3DGE BM . PER FASTEN B �KG. Wf 1 /2"� 4'- Q ( 4) - NAILS ( 3}- NAILS EA. SIDE ( 3) - NAILS EA. MEMBER �'�-�N THRU - BOLTS C� 24" O, C. ARCH . 5.,�, LOPE � ���� � 6 ' - 0 {6} - NAILS ( 4}- NAILS EA. SIDE (6 � - NAi �S EA. MEMBER � � ( STAGGERED) � �---� W10x12 W16x26 8631 '- 8 _ :� d.� � �. _.,. .._ ._. �. _... 8' - 0 {8) - NAILS (5�- NAI �S EA , 51DE {11 ) - NAII.S EA. MEMBER 3 � ��"``'�-- (S�OPED } � ��-� �' � 4 �� �: � � � 4' - 0 SIMPSON LSSU210 SIMPSON LSSU21 Q (2) - 3 f 4„ � THRU - BQL.TS {L� TYP . �L TYP . '�--''�-,--.. . � 8631 ' - 3 1 8 '� � SCALE : 3 4„ - 1 , _ 0 „ ~~���� T. t?. STL, 12' - 0 SIMPSQN LS�SU210 SIMRSON LSSU210 (2) _ 3,/4„s� THRU - BQ�TS �� W16x36 �LAB ON DECK PER PLAN AND DETL. 8/S1 a 19 SCA�E : 3 4„ = 1 ' _ (� " `�``""'�,,,_ W16x40 �� 2x12 RAFTERS 1 1 f 2" �TWT. CC}NC. , TYP . ( 2) - 1 3 j4x11 1 /4 LVL P �� � �a� 10" �' ° CURVED P �YWD. RIM (( 2} - �x12 t� SIM . } NOTE: RAFTERS NOT - � () SHOWN FOR CLARITY � � . 0. PLYWD . 4 SCALE : � 4>, � � , _ � „ • SCALE . 3 ,/4-" = 1 ' - 0 " �. �'� �� SC?LID PLYWD . {CURVE �KG. 5� �LQ� �� �- TYP . C� CURVED PERiMETER T. O. C�NC. W �''� 3/16 " SLOPES � I� , T. C7. STEEL TREATE[� �x6 R DRIVE- PINNED � TO SLAB � F—� �'-. $�1 � - � 1 - I PER PLAN SLAB t�N DECK ��. � � � ; 2x6 STUDS C� 16 " �. C. T, O, P�YWD . �' � t ----- W/ 1 /2" P �YW{3. OR SD ID L.KG. C� PER PLAN 8632'- 3 SLAB Ohl DECK PER PLAN , 1N/ � � �, CONT. 1 1 f4x11 7f8 �SL RIM J(� ({}K t�? SIM . ) t7SB SHEATHING R . WAL� 3" MAX. STONE & SAND / �', �. �p� �, WATERPROQFING PER ARCH . � �4�. MORTAR ON WA7ERPROOF C� PERIMETER ( 2) - � 3 j4x11 1 f 4 LVL I' BENT BM . PER P�AN 1 1 /2" LTWT. CONC. , TYP . MEMBRANE PER ARCH . t ���P � ���p� ��I� F�-� W C{ 2) - 2x12 C� SIM . ) �S . 2x QECKING PER ARCH . � . F-�-�i V . . . . .. , . � ' . � �. 9 � � 2x6 WAL� x --�- x .-�- x----�_ • 4 � s d t .t t SEE PLAN - — — — - JOISTS PER PLAN � , d a � . g��1 ' y � � I I T. O. P �Y W D . T. Q. STL. � .e� � . � TYP . +� . Q Tl'P, � Q TYP. � �..� 8 SCALE : 3f4" = 1 ' - 0 " TYP . „ � �� � ��1 � DECK JOISTS PER PLAN P �� � ��a�' C� � 11 7 f 8" I - JOISTS PER PLAN L4x4x3 f 16 � M•--1 �EDGER PER PLAN 1 1 2" LTWT. CONC. , TYP. c�, � J{� (Q G� SIM , ) I - JOIST B�KG. PANELS Q� � 1 1 f4x11 7/8 LS� RIM W1Qx12 W12x2�i W1 �,x35 � � 24" iN FIRST JOIST , (SLOPED } � � r'" �I 8614 - C} v 3 SCALE : 3 4„ = 1 , - � „ �� � SPACE Wj ( 5) - 8d I� AILS T. O. PLYWD. OVERFRAME STAIRS Wf 2x6 ' s BEAM PER PLAN , INi`4 EA. PANEL, TYP . C�D 16 " O, C. PERPENDlCUL.AR �g � �I SEE SECT, 14/S9 TO FLOQR J01STS 8631 ' -- 11 KNIFE �: � `q.7�X� ryx,� i" p Yyf � q.)- 3 f q.'� � „ T. O. CC}NC. THRU - BOLTS, TYP . 2 � �4�} 2x6 STUDS :� 16 O. C. W/ � 13 SCALE: 3 4" = 1 ' - � " I - JOISTS PER PLAN > 1 /'2" PL�YWO . Oa OSB ,� 8612 - 6 3 MAX. STONE 8c SAND� 1 � SCA�.E. 3f4-" = 1 ' - C1 " 59 T. 4. P �YWD . � SHEATHING MQRTAR ON WATERPRQC?F S9 ( 2} - 16d NAILS C� 1 1 /2" LTWT. CONC„ TYP . MEMBRANE PER ARCN . _ SLAB ON [�ECK PER P�AN , Wf�C �OO�J �� " � � � � � TRUSS HEEL HT. - 10 1 f4" TYP . SEE PLAN _�_ EA. FLANGE, TYP . � T. O. STL. `f�- WATERPROt�FiNG PER ARCH . ~� . "� � � PREFABRICATED TRUSSES 8632' - 0 .— — ____ ____ � � � �' �t� � � � � � � �� ��� � � PER PLAN �� < � P �� I - J01ST BLKG. PANELS fi. tJ. PLYWD . a; x .-.�. R �.�4 _�___ x. � �-� ° � ��� � �. � �� �� �� � ...- -- » � � _ � �v ..._ ._.,.. ...�. ,�... _ _ C� 24 O. C. iN FIRST ��� ���, m �� � �- ,.-�� JO{ S7 BAY, TYP . B�} TYP . a � �Pw��m�� " � e � 2x BLKG. BTWN . �'��-m _ _ TRUSSES C� BRG. , .�-�.� TYP . B G. 2" BM . WIDTH AN E B . _ � CtJN �'. �4x4x1 f4 Wj 3f4" � �� � � ,, u c,�. � _._, �.�,..M ,��� � �'°' ' � SCALE . 3 4" — 1 ' — � " I — JOISTS PER PLAN THRU — BO�TS @ 24" O. C. � w�- � x rr w� � 2 — 3/4 � �.- Q TYP. �-- THRU — BOLTS. 1 A. S9 W10x12 (V� P $ f� N10 �- , s� a� oF wE� H o�. designed by �--_' pE� M TI� JM C� � � CAL.E: 3j4" = 1 ' - p „ drawn by 2x6 STUDS C�D 16 " W� PLAN � � PARTIA� HEIGH7 WA�L F' ER ARCH . �� �h ����� � �, KRM jTDN CQNT. 2x12 STRUCTURA � /�,r P �YWD ' OR OSB 1 1 /2" �TWT. CONC. , TYP , SUB — FASCIA, SEE P�AN SNEATHING TREATE(� 2x6 R DRfVE— PINNE[7 ISSU �d 12 SGA �E : 3 /4" = 1 ' - 0 " �8619 ' - 0 — Ta SLAB T. O. PLYWD . 1 1 /4x11 7/8 �SL RIM PERMIT 06 t� � 1 � 17 SGALE : 3 /4" = 1 ' - C? " S� ��x4 3�$GE ANGLE: 8632'- 3 SLAB ON DECK PER PLAN , S9 (4)- 10d NA( LS INTO SOLID BLKG. BTWN . T. O . GONC. W/ WATERPROC7FING PER 1 1 /2" LTWT. CONC. , TYP . C� PERIMETER ARCH . EA. LOOt� OUT, TYP . LOOKQUTS C� BRG. , ��ap� @ EA. END TYP . - EQ. EQ. I - J41STS PER PL.AN . 8.632'- 0 - ____ ..� �.._ ____ _ : i ° . z ° � . i: d C. W. Y T. C}. PL.Y4YD. _...=-_=��-�-=.-=- = 4 4 a .a 4 ° Q 8631 '- 8 � } 1 1 /2" LTWT. CONC. , TYP . T. O. ST�. � Q TYP . 1 STL. BM . PER PLAN - - 8� 16 '- 0 I - J415TS PER PL.AN Sh �B� { 2) - 1 f 2" � x 6 " LAGS �8615 - 9 3 /4 T. O. PLYWD . T. t7. STL. _ SUB - FASCIA PER � � Q TYP . i - JOIST B�K�. PANELS C� „ TYP . PLAN , TYP . 24 IN FIRST JOIST 3/16 2x12 RAFTERS PER P �AN BUILT- UP S7UD COL. W10x30 Wf 2x NAi �ER �► SPACE W/ ( 5}- 8d NAIL.S DRIVE- PlNNED TO TOP INTQ EA. PANEL, TYP . W� 2��� W12x35 FLANGE C� 16 " O. C. � - *101STS PER P�AN 2x12 �QOKOUTS , �A 1 1 j4x11 7/8 TIMBERSTRAND L5� PACK WEB SOLID TNIS SIDE � p 4,x a. �� ' ! (STAGGERED ) ( OR EQUIV. ) RIM ATTACN Wf ( 2}- LEDGERI��K SCREWS (� 16 " O. C. Zx6 STUDS � 16 " W/ i 11 SCA �E: 3 /4" = 1 ' - 0 " � SCALE . 3 4" = 1 ' - O " 1 j2" P�YWD , QR OSB 1 SCALE; 3 /4" = 1 ' - p " , g SHEATNING SCALE : 3 f 4" = 1 ' - C} " S9 S9 S9 S9 J � E� #07C� 6 - � 8 _ _ _ _ __ _ _ _ _ _ ��� : , ,n- ":, f> �� � , F `�4y� � •'t , `\ i ��� \ r � ��-�. '�\�\ �. � Q 3 _ �J4 f� • .,. . � t�y`./ `,. ,' . fq � ��� C Y\ -0 � 1 � � ' f .� 3 t+ O �;,.�1 ��,A . . l, J {t , � e i1 . tt � iYf� mrq t; I i � � � �'rt ,4 (`�'� ru, � 2x6 STUDS t� 16 " O. C. W . � '� oa ct� r,. � CQNT. L PER SCHEDULE U ¢ o � � 1 j2" PLYWD . OR QSB SEE SHEET S2- A z v N v °' °' SHEATHING � � � z r� r� NOTE. THIS DETAIL MAY BE � J��? �X� , � ��}�' ��' }�-n � � � � � °�' USED AS A SUBSTITUTIqN � FQR 8/58 STC?NE VENEER 1 2" 4� x 10" A. B . 's C� 48" �. C. Z �' � � � i x IN GONT. TREATED 2x6 �' g�p1 ' - -J 4„ CC?NG. S(�AB �' ER PLAN � �i cc� � t- � � STONE PER ARCH . ' T. 4. W. � � ca cn J .._.,... , VENEER PER ,> , >, , � _ - . : VARIES, SEE P�AN� � � B�KG. AS REQ D 2x4 Oft 2x6 1 f 2 EXP . MAT L, TYF' . 1 /2 EXP . MAT L, TYP. STC}NE VENEER � d � . a. T. U. SLAB � � BTWN . STUQS ,,�--''� STUD BR�. WAI�L ARGH . ' 2x6 STl1DS @ 16 " Q. G. j PER ARCH . a - q O � r- r� it °' » � �t 5" CONC. S�AB PER PLAN 5" GONC. SLAB PER PLAN . ` � ca °� �' r` TREA7ED PLYWD . BTWN . W/ 1 /2 PLYWD . OR OSB 1 /2 � x 10 A. B . s C� 48 O. C. � �. in � _ �n r•-, uy 5HEATHING fN CONT, TREATED 2x6 R 8602'- 1 1 /2 ,{� 4 '� 1 � " } � � � �i i CUNC. AND C4NT, TREATED 2x6 R Wf 8602'- 0 - - . --- — {�j - �5 s CONT. C� STUDSfP �ATES 16d QRIVE PINS t� 16 " O. C. ° T. O. W. T. 4. SLAB � „ ° , . '. .� ,�, �� � x .°'�- � T. O. S�AB : . a;* - ; e : �� � a � � j #5 s CONT. HORIZ. � 16 C?. C. ��l,�j�� THICKENED EDCE -+� o a cn m CQNC. SLAB PER PLAN » , _ ° a� `� �"""' ° � g"° � � °� � •-„-� �, , 1 f 2 EXP . MAT L, TYP . d- ' ,, ,J�,f� ,,�,� � � c� J r°. ¢ 1 f2 EXP . MATL, TYP , 86Q5'-- 0 ' � �i�i��'i�i:� � tn a: > ��: $602 - 9 3 4 » 2 - 5 s CONT. �r b 0����` �, a ° � � - T. O. SLAB 5 CONC. SLAB PER P �.AN � ) # �� ,,, � �, i i� 4 � , • � . . .d. � 4. 4 " 4 �j,('� T. O. W. y @ THICKENED EDGE � 'r��i�� i���� , �w � � � .� . a. Q . „ 8603 - 0 8„ � �%,� „ 5 CQNG, SLAB PER PLAN ! « � . . . . T. O. SLAB �ti " ° . . �\, `'°`� .� . : f i �i �rf% ° •) a 4 ,. CQNT. L PER SCHEDULE ; �:��'�!1��'��f� a. � �r�i��i��r� ° 8602'- 6 ` SEE SHEET S2- A ° a r�� � • °. i,. r� T. 4. SLAB � � - .: � . � � { 2) - �5' s G{?NT. HOR1Z. l,��i �% a a ° CaNT. L PER SCHEDULE TQF & BOT � :�. + � SEE SHEET S2- A EQ. EQ» t� 4� �,» ( 2) - #5' s CONT. ° `�' C�t TNICKENEQ EDGE o` �` �� t� , :� 1 '_ 4„ r� �����' �. ° : Q d �" ��T� �� J� , . °d #�JtS VERT C� 16 �} �. ,�'e. a . �s' S corvT. Ho� iz. c� 1s " o. c. Q �� � SCA�E : 3 f 4" = 1 ' - 0 " CO�iT. L PER SCHEDULE a . ° S10 SEE SHEET S2- A a �i #5' s VERT t� 16 " �. C. � ��a �„ � ( 3) #5' s CONT H4RIZ. : ��� ( TOP, M (D HT. , AND � �a� �r r BQT. } A Q � � F� �5 DWL.S x ° #5' s CONT. HORIZ. C� 12" O. C. 5 DWLS x �' 4 cs� � ` N # ,k � c� s o. c. N 4 � �" o. c. � ow�s X � ►—� ►— ° d 2'_ 0 � a �' C�D 16 O, C, � � � . 2" � #5' s VERT C�D 16 " 0. C. � � i- � ��r � STONE �5 DWLS x � � 2}- #5' s CONT, t-� VENEER PER ca SLAB CJN DECK PER P �AN C� 48 O. C. � � Q Q HORIZ. Tt�P & B41'. e� ARCH . i 4 N , , „ 6 » ° ° ( 2} - #5' s CONT, n 5' s TRANSVERSE C� �-�i �v .,,, � #5 s C� 16 0. �, TRANSV. Q � HORIZ. TC}P & BOT. , cv � . 1�" tJ. C, F�-i � ( z)– �� S CONT. 8593 - 6 � � Q ad " ��'S c� s " o . �. LONGIT. , � a�� z, T�P & BOT. s�ss'– s -�. a. F. ° � d �� � � . � 8596 - 8 Q T. U. F. �-1 O 'b . ' w Mi/i� _ .,.� . � . _. . ,. , . : � :.:.. . _ . ; . : VARIES d a . . • ° ° � ° � T. Q. F. o d � q � ° Q a ' T. O. CaNG. � Q 4 - ° �� a a � { 4) - �5' s CONT. � � d 4 a QII 4 ` � ' ��} " ��' s CONT. � � . . . : � • VARIES . �- , LONGiT. ° � HQRIZ. � � � T. O. S7L. Y ...._..___._ CONT. EDGE ANGLE � � 4„ 8" 4„ PERIMETER DRAIN � PERIMETER DRAlN � fs �i � �, � � � PER SOILS ENGINEER t� g g � - � � PER SOILS ENGINEER c� � " g" g „ . C� 8x4x1 /2 Q TYP . � U ( 2) - #7' s LCINGIT. C 12" O. C. , i� � ;.� (C� EA. FL.UTE}, TYP . 1 - 4 i� 2,_ �» � M-1 1 '- 8" .e� "� --....-- - — --- � SCALE : 3 4" = 1 ' - Q " � � �`'�' - �W16x40 S10 W18x5G 4 SCALE : 3 4" = 1 ' - 0" 2 SCALE : 3 4" = 1 ' - 0 " �� � ( S�OPEQ ) 3f16 " TYP . S1Q R s� o � $ SGA �E: 3 4„ - 1 , - 0 ,• SLAB ON DECK � S� Q PER PLAN AND ���4' - � DETAIL 8/S10 • SEE PLAN� S�UPE SLAB T. Q. SLAB 8595'- i 2x6 S7UDS t� 16 " U. C, � A w/ � /�„ PL�rw�a . o� ass , � T. O . W. CONT. L PER SCHEDULE T. O. W. SHEA7HING 1 1 2" LTYVT. CONC. PER PLAN � ST4NE a SEE SNEET S2- A , f . VENEER PER j f,�,� � „ , - -°-° - .�- - .- = .-K, -,: - -i ,� STONE VENEER Q 1 1 /4x11 7/8 71MBERSTRAND -4--- � .— ---. -. �602k - 0 ARCN . � � � 1 f 2 EXP . MAT L, TYP . . ,��, VARIES SEE P�AN �rs _____: � ' { ) ._..___.__.�._..___.____ ._�.���:�_�.— T. t7, P�YW�. Q . �� ��f�.��;� T. Q. W. PER ARCH . � �, � �� LSL (�R EQUfV. RIM r � l.' ee a %��/�'` a . / /.� n n � vr CONT. � PER SCHEDU �E 5 CONC, SLA� PER PI.AN �� • , �� 1 f2 � x 10 A. B . s@ 48 O. C. SEE SHEET S2- A C O N T. L�x 4 x 1 4 W �i•� ( 1 } - �4 CONT. #5' s V E R T L� 1 6 " O. C. %�``�" I f f ° CONT. L PER SCHEDU �E � N C O N T. T R E A T EE� 2x6 R ' �----. � .: . .. . .: :- 8642� - 6 1 /2" �x4" H . A. S . C� 2 � - 4 ° SEE SHEET 52- A 8600' - 9 7 8 4 � . . o., .. a : . T. O. S�AB 24" 4. C.. ° � #4 DWLS x t`' Q" T. (7. W. � , ,� `� . ° �� a C� 24" O. C. � p #5' s C4NT. H �RIZ. � 16 " O . G �„ ��,. a �) #5 s VERT C�7 16 O. C. Q � „ „ I a . . .____--'''f I - JOISTS PER PLAN � ( 2) - �5' s CcJNT. C� � 4 ° PER�ARCHNEER ; desi ned b MPS�f� M � ������'�f�` ro THICKENED SLAB EDGE � y °° MTN /JMC1 �" � ~ �'��� �� �� ��� � � drawn by ia „ � o ° ��%�����''� � � � � �' �`� ��� � � checked by KRM /TDH 4 . 4 ��'� �,;�� � �� � . ° ���/j���r\��`� ,� -- �.,�{l/.} `� � � �� � �� ,�.� �.� � SSU �t� ������� ` � �✓ I � i� i� �� � ��, � � �� , d ���� : .�.�,.I«..�.� �� � � ,n��„ i i �� .���,���}��}� ��i,,��iti � ��, �,s �f� ` � ,' � . •��� � 4 � �f�`.,�}��, � � ..� �....� � ��� .��_.� P E R M I T 0 6�f(� 5 f 13 . • d , s � /� ' � t/,�^ 4 � (y vJry �' � d ' �� 4.��i s a...,.,._. .»...�,,,e �..-,, .1� �. CMU SlJPP �RT F�R Q CONT. � PER SCHEDU �E STONE VENEE(�, SEE � �5' s VERT Q 16 " O. C. SEE SHEET S - A a �CHEDULE SHEET S2- A � � � 4 Q a #5 DWLS x ° d . #5' s VERT. � 16 " Q. G. � #5 D WLS x � � , !� ' �� � � 5's CONT. HORIZ. C� 16 " Q. C. _ � C�D 8" O. C. �- #5 s CQNT. MORIZ, C� 16 O . C. � � 76 O. C. � N # o Z d 4 � � _ g�� #5's CONT. HORIZ. @ 16 " Q. C. #5 DWL� x �' �5 DWLS x c� a- 6 " �- � ° ( 2)- #5' s CQNT. � C� 48" Ji.v cs� C� 48" N , �d � • HORIZ. TOP & BOT. � O. C. � Qs, �. . O. C. � �, C2) - #5 s CONT. , HORIZ5 s CONT. �5's TRANSVERSE @ � � . NORIZ. TOP & BOT. 8624 - 8 � „ ( 2) -- #5 s CC�NT. .. � � { 2j - #5' s CONT. a ° � � T, �. F. 8585' - 0 N � q 16 O. C. 8588, - 8 • NORIZ. T�7P & � �JT. , ° HQR2. T�P & BOT. � a � � Q T. O. �. ° � � 4 a ° T. (7. F, ° � a �. Sh �et 8596 - 8 _ _ , __ a T, O. F. _ y � ° d r- a � � d a. 4 . d a � � � d . . . O b a. ,. � � d . � s— . � . . . d. . , d'. � , d � . d � tl �tr � t� +, }� PERIMETER DRAIN PER a � PERIMETER QRAIN „ „ „ v 4 g g SOILS ENGINEER PERiMETER DRAIN � PER SOILS EN �INEER � � '� PERIMETER DRAIN _ � , T � „ � �„ 2, ^ �,} PER SQILS ENGINEER �'}} �i! 4}� � PER SOiLS ENGINEER � 1 ' _ 8" ' 1 ' _ g�, . ;� � � _ ,�»i 4� _ ¢„ � SGA�E : 3f4„ = 1 , - 0 „ � SCALE . 3 /4" = 1 ' - p „ 3 SCA �E : 3j4" = 1 ' _ 4 " � SCALE : 3 /4'• - 1 > - 0 „ s10 s� o s� o s� o JC� B #a746 - 18 ; ; _ _ _ _ _ _ ; � 2x DECKING PER ARCH . SQI.ID BLKG. BTWN . LEDGER PER PLAN 1 1 /2" LTWT. CONC. , TYP . ` JOISTS C� BRG. , TYP . ,�.- ,��1� `�• ' � !'`.��,���v , f � , :. BA�S��$�yx�, - 10 W 2 - 1 " 4� 1 " �. � _ � � .� SE� PLA__ N _ _rl�_ �",�4�� �� < > < n ,� � fE ) �2 x0 � T. a. P LYtND . "� � .��`� � >` ��' = 1 1 f2" A. B. 'S ON 1 " MIN . SHIM & N4N - SHRINK GRC7UT 1 2" �x10„ Q TYP . ' 4„ �,� �„ �, �„ �„ �„ ` �`�� f a� � f �` -� T�� ' EPDXY ANCH ' s MAY BE USED ) JL2 1 J2x2 1 /2x3 j16x1 ' - 0 ry , w 8626 ' - 1 5 8 i : � ��' � 0 0 'd" (63flT 1 1 f4 C� SIM ) CANT. J�ISTS PER PL.AN � m� f - „ �} ., � 8625' - 9 3 /4 � � I � � � � . T. O. STL STL.. E�M . PER PLAN W j CAP �,. � �" �" TYP. �f� �„ ( g� 2g '- g 3 j4 C� SIM ) TREA7ED 2x NAILER 1 2" x5 1 2"x2' - 3 1 2 W �v DRIVE- PINNED TO F�ANGE 1 - 6 " MAX. NSS 5x5x5f16 I 6 - 1 2" � THRU - BOLTS f TOP CN4RQ I ( � ) � � } a� W10x22 �, •� � N 15 =� _ , _ ., {W10x19 C� SIM } � �f8� .� 1 �� ( ( � � ¢ o o°o o'�o �GALE : 3 4 - 1 0 S11 W18x46 � � E HSS COL. PER PLAN z v � v rn rn W 1 2 x 3 5 C� S I M SfDE �'. .,,�, � I � c� p � r� r%7 ( ) 1 /4" x3" xQ' - 8 1 /2 W/ _-- 1 � (/j � �: cv � �rn rn � � f�" 7 � /4" 1 � /�" ( ) l �- � � � rn �, �, J ,�.,-, 2 - 3 4"�b THRU - BOLTS ;�. � i- w Z � '� �- � 04 � I }�- � c�°a n � �� J � � . ( 2)- 1 3/4x11 7/8 �VL � HSS 5x5x1 /4 ( � z •t3� ( BaTTOM MAY BE NQTCHE� KNEEBRACE � � � SGA �E : 3 f 4" = 1 ' - Q " 2" FOR BOLTING) � 4�i � �, � � r� �� � 2x DECKING PER ARCH . � � � � `�-' � a o � $d NAI �S � 8 " t�. C. 1 I M� ,� x� p � � �' ' �EDGER PER PLAN ALONG LV� BM . 3 f 16 " � � °° � .�-..--�. rt- 8616 - 1 1 2 r i 5 1 j2" 4 1 j2" T. O. DECKING � � 8616'- C1 _ ___� 5 1 /2" „ - � .�'�-, �j ,C � �¢ T. O, PI.YWD 1T 2 3/4 sv (A � > ..r�..... cv F� TYP. „ `..�. � 3 TYP . TYP . �'` �y 3I� � :} BA5E R.: 1 j2" x o `� � ( � 3/� s " �, w/ ��) — �/�" �xs " � � p y � CANT. JQISTS PER P�AN - ----- EPDXY ANCH . s I � � `� SCALE : 3 4" = 1 ' - � " STL, BM . PER PLAN W/ �`''--TRANSFER �': � ,> „ » ,� „ s> „ I „ , j 1 1 f 4» � L4x4x1 j4x0 - 6 W/ TREATED 2x NAILER 4 3 3 3 3 1 /2 1 /2 x5 1 2 x1 - 5 1 2 S11 ( 4)- 3/4" u� THRU - BOLTS, DRIVE- PINNED TO FLANGE �}� TYP . [ ( 2} EA . I�EG] �.2 6 2' � HSS 4x4x1 / CAP F�: 8�Y' 6 1 2 TOP CHC3RD ( � f4„ 1 /2" x5 1 /2" x1 '- 11 W j T. O. STL. W12x45 ( BENT) 2x6 POSl" PER ( 8626 ' - 10 1 /2 { W10x30 � SIM . } I � (5} - 1 j2"�b TMRU - BOLTS PLAN t� SIM , ) 1 � �' SCALE : 3 4" = 1 ' - 0 " �� 1 1 /2" LTWT. I I S11 � �� W� gx,�� COPE FLANGE FC}R BRG. 1 S�AB �N DECK � ..� � ____. _ �� CUNC. TYP . ( W10x3� C�D SIM . } HSS CQL. PER P �AN PER PLAN ��4�'- � KNEEBRACE� � ( T. O. PLYWQ . f J L� 1 /2 x 2 1 /2 x 3 j3 6 x 1 '- 0 CONT. PQUR STOP L4x4x3/1 � � � SCALE : 3 /4" - 1 , - � " � 1 W� ( 2) - 3/4"+� THRU - BOLTS, { 1 ) � f �= EA, SIDE OF WEB SLAS QN DECK PER PLAN AI� D DETAIL 8 f S10 � �`�'' ► S11 � 1 f2�� 3 16 � SLOPE �,...{ � � ` 8625' - 9 3 4 2 3�4" N . .. . . .. ., . .. . . ... . . , , . . . . .,. . : . . , . . .. �' �l I� - T. 0. STL. `�. — x -�- _ .�--- --� � SQLID 2x BLKG. BTWN . C�� , TYP . '- �' ' � � � L Q ` a ' ' � � � _ I - JaISTS PER P�AN JOISTS UNDER P4ST. IF �,J �""�----- KNIFE �: Y4x6x0 - ?Y2 „ �' � `�' �' . . . . +.:° SLQPES "� JOIST FALI.S UNDER PQST, W j (2)- �/4 � BASE F�,: 1 /2 x � O � � T. O. BM . ��I� W 6x6 PdST PACK WE� SOL.ID AND W18x46 7Y2" THRU - BOLTS W/ ( 2) - 3j4"�x6 „ o BLOCK EA SIQE °0 �� EPQXY ANCH . 's '� REF. SPREAD ._. SIMPSON A34 EA. � 1 ,4�s W10x12 K TYP . ��� ��-- TYP. �� � � FOOTlNG SCHED . S1DE 0� PaST � � �2» TYP . (SLOPED ) � � � � SNEET S2, FOR � T� . � REINF. ��1 � �� - � a a p � ° . v a " . q a a d ,tl Q 3/16 " 6 SCALE : 3 j4" = 1 ' - tJ" NdTCH BM . FOR BRG. W18x50 W16x40 � •, ° HSS 4x4x1 /4 S11 AS SHOWN � � � _Y - 6 1 2 • � • • � T. O. STL. ~ � CAP �': � SCAI�E : 3 f 4 " = 1 , - 0 " ,� �!�. EQ . EQ. � �g 1 /2„ xBM . WIDTHxO' - 7 S11 � E-t �'�" W/ ( 2) - 3f 4"� �� � SCHED . WIDTH "� � THRU - BOLTS �— SMEAR �: DECK AND F�QOR FRAMING 25f � NOT SHOWN FOR CLARITY w� �X�� � j2 „X4�, xa' - 8 � /� wf � � /2" ��nnrT. co� c, , TY� . 13 SCALE : 3f4" = 1 ' - 0 " ( 3)- 3f4' � THRU - BOLTS I � S11 � � � SCALE : 3 /4" = 1 ' - fl " 1 1 /4x11 7f8 TIMBERS7RAND � � �� � � - a � T. t�. P�YWD . S11 - �� 8614' - 0 LSL (C}R EQUIV. ) R1M 1 � T. �. PLYWD � � { 3) - 16d NA1LS @ EA, HSS 4x4x1j4 1 1 /2'" LTWT. CONG. , TYP . � �"��� � �� '��� � RAFTER � — TOP CNORD �=� � .�` � � � �� � � � � ��� ���� Y�..�--�.^---- a ____ � � � �'� ;� � � '� ��' RAFT RS C� BRG. , TYP . '.' TREAT D 2x NAiLER wf -`'�" T. �. PLYWD . �"� ' � ,- �°' P` � 1 - 6 I - J41STS PER PLAN ,� �,. � � � �� � .�,� _ ,� �.��� .tt�Y�� .���.�,����.�,.�.����� u.�,----� DR { VE- PINNED TO F�ANGE ` T� �p���� o � �C71�@ BLKG. BTWN . � p > B TYP . ' , {� F�40RS �� � 4 ♦ ' � � r . . _ . . . . . . . . .. ' w �, �.,,��,. . .. .. � e..�� � � �.�.«�,.,.t-..,�,..«,«.»�.au- ...._.,..� �� . Q TYP . BM . PER PLAN 3f16 " O � � 1 - JOISTS PER PLAN � designed by MPSf JMO PREFABR( GATED TRUSSES O 1 ! ( ( 5/g" � ST�. ROD BM . 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