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�r► � � � � � � � ..... r rM� � � � � � � � s � � � '' �'' � .. .... r .�► ���� � ���� �3�T�# L.�`,f`I1�1� ,�RG#-�IT�GT, 11�1G. P.C�, BOX 1825 t�Vf�N, GC� 8ib2C? (�fi�t0) q26-4q�f3 F,4?4 (�{�D) �i2�-��fi�f� GC?NTAtGT: BETH L�VIN� .�M� � i.} �u�.��r �ov�: 20c�3 I NT�R�I,4TI C�N,4L, SU l l�D f NC� GC�D� 2.) GONSTRUGTIC?t� TYP�:�7`='!`� OGGUF'�441�GY: R.-2 �,) BUILDINC� 5T4�'.1�5: TN� �UI�DIN� 1� 4 STDRI�� WITH r4 8�5�M�t�T. THE �NT1R� UNIT H�� f� �IRE �i�R.11�K.L�f� SY�TEM. ���TIC?N 504.2, 4. j,�LL �Xf �TI �IC� ON� HC?UR �1 R�l^1�L.L.� ,�1�� TC7 B� M,�INTt�I�I�D. �LL l�El�! GONST�?UGTION �HA�LL �3� ON� HC�UiZ � I R� f�A�T�D — P�RTY V�kAt�L�, �LOOR. 1�55�I�IB�l�S �Nl� Rt7aF ,��5�M�3L f �5. �,� ,4N A�58E�TU� TE�T 15 DN � I L� �T TH� TC>WN C�F �I�IL ��UM c�TH�R NO�THYtlC7C,�DS �2.�MC�D�L.S. ��.� N�W ROO� �NJ4LL B� GLt�55 t�,�� FIR��'ROO� , M,t'�TEI�! ASL.. N4RTN1�lOC)�� W i LL R�P�,4G� 1�L� OF TH� i2U4F� C�N TH� tJF� BUILDI�(C�aS C.�VER . Tf-!E 1��XT TW� Y�,�1��. 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TJ! Jt� 1•1/2 �chtlar�ge siepth. . . ���� CS #� �, , . """'"w ,,,:,a�°" � �1'tt.�17C� � i� � �}iki,tt�El. �'i'hk�tess. �Ys" i �,,� 5 Cpid-1'o�+ac! t�rttro�s. ' "; o� , •,.��� ��`. Apprax. Nu'eigirt: 7 psf ; air �r. � �� . j 7. X or ��re�l�' ��s�et�ti waol `s, Pira i� UL R13i9-4, -8� 6-'t7-52; . . ` `�ry . � Cll. R27'37•39, i•20-66; , . U4 #�3a01-�2, 3-# 5-8B� � ; t�at�ce#s. �;. , � �'� $. 5�18-i�ictt fhk�tC 8�ou�1 �"24�� X 24 . . �����±��� �� � U#. Desigtt U305; � ` .. i . %�{.�i �88�Qi1 �:iii� . 8 7 6 '� � � 3 14" MINiMUM � @7� �l@-til�3ti SUS��� ��i.,'�«, � � � a� ��� SiT�nd i$$t: +�i� E�4"'$� �"4'� j �'�`�"'+� . , ���"`�' �'�'�'..�'�`,�:�..>. . .. . _ . .. . . , . , . . : .. .._.::: .. - : . .. . . : .... . . .., . . .. . . . . .. . . A�S�#�31.Y { Sec�lor� 415.2 c�#his } , ,. a.., :t�.... _. , n.�..�.n.._....�,...�.._.,.� . �- . .� � :��: ,y. � � . .. ... ... _.. ... , ,... �, . _ . 8 Sert . r�ort. , .g. . ' ' . • z�yL��� i. �t�8`'1�4, tar�@�+aritf-�OCiW3 $p�rt iz�%tc1 s�ttliliQ ��+� �+..' �iW�'�;���`�' , :' �] . �.t%i� ��rs�S1NV� �� � � � 3 „rv1 �. ..� ��T' ' �!!�� . . . . .. . : . . � 2. 'i'wr3 iayers � 1l2 �ds #�dc Ty}� X fly� bo�art�. '"� ��'��� ' .. �°' =�;�,: . . . : ` � �--�.�"` , � � '��' I� . ... . . . . { �. r,�,�. � � r..:���' . . - . � . : � a. r�� �� �-�r� � � � � �►� � , � � v-�:: _ _ _ _ � - ; . : : . . . �.. in� #hac �S r�ed R-3it or Me�. r+�+ �',;� �.. ���' . � . :���` ....,..0 � ° ° 'i l,;i�., te8� Ct�iM'N9� �tKl� shDVlfEi}. � t � . ���''�i����� I � i . �� � i�9'� �* �.�✓ . 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E���l� b�s� re�?'ed �E rr��-lta�t�. �AD" � stt+can ��Armrst�ig � 1 C� 5�4 (1) ,- •� �� ._ ��� .}x�j . . � � �,� . ��r'i���t1,�?' ��� . �� ��`�� , nz�";. . . � � .. �. . i t�� +n��t mh�rr�m ��#d�.�tc �ass � � or,�ri- ; � �: . 1 ����� ����� � � � � «�,� ��, � � �,a�a �t.�n o��. �� � ���';�' �.�'�� ��:�.�` . .��;�:� : . � t2j Apptk�+a o�ly �,�u�l�vns �9 #� 1f�, �IeG ��'��'`��� �" �x",''' `�1�(i188$: . �j/St" . . � - QC ��i.. . . . . , . ' . ... . ,;,; . �o�. yv� a � ; ; 1 . . , •. " � � �. ... ������1 .��''`,"� �';�`; ° ' Fit'� ies#: • See WP 36Q5 ' . :� �:> � � , . " .. �.... <,; (UL R1$�$-0� 6. 6-'!?-52t . ,, . U!. R27S7-3A.1-2tf-6�t � . �:�; � : � �, ��r'. t3i. i�4f�52, 3-i5-�: : . . .. , . . . , . , ' . . ' . . .. � ��� • , . :,:�,t,. ,��k,. . c�s c�an �oi} .. f/2" i12,7 mmi struc��l w� panels ".;r;;:��� . 'kts, , saunct �'est: �matea ' . . � exkeriar giue, applied at ri�tt ar�gtes to fo�?s;��n �""�� ��'������w' : + �, �'� � � ,k , of jaists Qr to� chards of t�usses .<; �� � ,..: w=��: . �' ,:�=�' . • . • ;aa;fi� g}. � . �: �� . . ; .: . . -,,.,: � �" . S OC �00� t�i1SS8S ' ..., . :<_.:. `': _ .. > �, � .. ..... . . � �1i0!}C� JO�tS�S, �OOi �t'i2SS8 �`;� ������� , .2,>. . , . .. . . . . .., j CI CB[TCBC , . . .. .. , , , r . _ � �4• tsia 0 . ;�� • : ';s:;� �� ��""� ��� : ,. .. . , :''fl' � . � . � . . ' . . . ~ . . . ' .. � ' ' . � . . . . . . .. . , � . . . . . , . b , . . ... . � .� . .., � . . . • .. 1�ta" {39 8 mm) t�ick ceiling consist,s of ;;;�;. >'� �'�" ; . . . f �jg� ��, ; . � " ; . � um ':`', . ^ � .. . . . twa iayers o� ,�mm� � pe X gyps ; .. . . .. . . .. . . . : .. . , p iecf at a � ►sfis . . . walEbaard a I' �i ht n!es ia `o' � ��' � � � ��� �� � r::,: . :� . ,- r - • .. i + ^ , t i'rr.i r • i t r,i- '�.� i r , t• . � ` i t: �'I RJ > _ � ...i _ �:. �.1 .:..� .� .. � ' . . *l �. ! 1. .�_ ;.. ,�. ' ._ ,. ►. ; . � t.. �.a. • � ,� _. .► .� � • �X: • ,;.� • . ' .1 �� ^��t • � • :� '• " t i f i ' i i ^ t �-• � •�" A f a ` • : � . • ► i 1: tl. �, • � _ • � ; �" ,r .iiI►11M' . � r .li f • ' '• ' ♦ � • " � r • � • �� - a • -c • � • � ' ' so- - •• � •• � . N � - ii ' • : i • •�' �i ' .i• "�. t' t�' �r • is- 11 .rt� , r�- 1•i - . • . ' i • ��- i1 . � . ' � • �- .rs ♦r- . � i1 .�� . - � •�- �� -• . � .�t♦ •t � t ^ • � r� i � r i ti ;. � r i �:. . e� a..-+.� :. � i s u z, s c i� �� e r s: I J I :a � t - . .' � � tl � + ! �. ' " � + �: ..'�+ +.! �., l .. �S.! ! I ! ��.!i _ !t ' _ .4� a � � . � - :s. �i i • 1.E • _ �t.t �� . • . � a - � � • _,� :�,� • � �J..�sta ..' �� " lk � ti� ii " : [:!.:�����,� 1 ,1! t i�� � '. .1 «��[1 ii '_ 1 fi EE.• L i�� #t '_ •IR�% .t -A "l t MC . i i ♦ • :±. �,� i . . . _ : . , �r ses . . . _ : . . .. .. . .. .. : . . ... . . . � _� . ... _ . . - . � . . . . II�t t'�►l�l� } - ... 3 hF�, _: _. . . , 1 �eopies of sheet Ci with t�e revised ptans. Th� te� "sn the c�pies submitted is • 4 �, � �, P.. � . , `"� .r � � ^ � � . ��^. . , P��SE' li1�CiUC�� Cl�dtl � �� ��� �� . _ �'. F i INti WC�OD STtiI�S Lr:sf, tf., rr� . , `�" � `�� � . � • 1-hour fire-resEstance ratir�g ttot tegi�le. .�,�� t ' � ��� ,�� � �, ��� z�. �. . QYR$UM VViR,i.LE3QAlRCy, t,�YPSUM SkiE�Q�1'1# r • ' , _ ..,. .. . . E:Ct`�RiOR Slq�: dne tayer 48" wtda �ls" ty+pe X 9YP� �thing applled paraltei ta 2 ac ., . , . • .. . .. . . . > �. � � � . 2 . " . . �,� �� � �h�w n�n-combus�ble wall constnu�tion a� al� e�c#;er�or w�ils as r�qulr�e�d for type IIi A+con�rucfi�n 4 wond stu8a ?A�" a,c. with 4�/a° gaivanizsci roofln� neGils 4" a,c, at vertiaai Ja(ttts �nd 7" '` :�, .A . item N0. 21-i,i � . ''. r . .. � iate sttuis and i �nd #�attotrt piates. d4lrrta of �ypsurrt sheathing may ' � '� ::, �� . ; ' � . . .. : Sb'1K� . .C. Slt �Ctk6Ti11�d O�# JM�k :' . ' . ..:.: � � .� - ..� ..:............. ..,. ............> .,._. _ .,.... ....,,... ...,.���:.:,..,v...,.:..�.. r tfi� r�ew 2 hour 'or b�ari n WaI�S C15hee� : o . . ......� . ..... . . ........._.... . . . . ... .. .. t5 ta ... � „ .,�d. x.- :.. . : ..::..: .,: .. . �,..,,,�,.::,w.::<.,.:<w,�.,,x:�:-,.::_.. ... � ba ieft untreateci. Exte�rtar claddir�g to ba aA�si�hed #hrough shaat�ing to studs. �1� :�-.,...,... .. ,..M ....... a, ... . .., , . , _... �1�V C Cj �� � ir�dude w�11 oon on details on the pl ns fo g. r . does n�C e a 2 h�u b�a�rin wa d�#�il, �rrdin�te wi�h s�ruc�uural p�ans i� fir� t�a�d , . . � . _.. . . u�ed ,�'�t.,. �r��r�ro� s�o�; tm� �ay�r �t�u r,� x �v�+m wai��ra, w�ter-re��st�►,t �um �n� l � � . . . . . . : . . . � . : ,...... ... ; ,,.. . � ��'��� .��� k�e . ���''�''�i �i� -� �"���"�t�,'��-�.�` � '�� �oard, or gypsum veneer base �pplted pa�!!e1 or a# rtgh# �n�le� to stuas wlNs sa coa#ea 1 oe . '"�� naila,l'Is» Inng� D.0918" shank,'l�" rieada, 7" n.�c. �t„o�a�-a�a�rr�r�) Thfcimess: ilaries �''���{ ;, .� � . � . � ���'°'� ,�► � 3 S�ci#'y e�rior�cons�vr fi+�n per � 1!�6.1. �nd shv non-cam�us�bt �s�ruckic��t and nnn- APPr�c. Weigh#: 7 A� �'������ , �� :; � ; . C ��a �e�t; see w� �� o , � � . r.vr�rbus�b� sidir� abov� t�te 3�' stary p�r .IBC 1�05.4 �; �� �'� -� �` "� �i�t.. ��ai-��, -�si �'��^e�, . . , ,� �l;, . �%�.� .��`�..�.,�.� ' . � us, r�es� n c�rst ' �� ,�' :r �; or HVAC �uctwork in the 1 hc+ur flo�r �iltn or � , � 4 Sp��jr �r� damp�rs at �!! r�ew bath e�fiaus� fan, u�. �f���-1�� �-2z-�ot . , � -��� �3 ..:� . 1 9 u�. n��� us��} ��`' �;��,�::.,"�"'"�,: . � , n$ � ��'`�`'` .;:�� roof/reiling. IB+� �1+6, � � � � >. . .: , . � � � ��.�.� � S�#'y c�ass B $hakes +KUt �It new sh�ke mof at?�as, ��C ta��1�1�5�5.1 . . ... .. . . . . ��� , �:�� �%��'; ����'r "";�'�` . �,�,. ,.�,�,,.,.�.... C Coordin�te bu�g s�:c:� on A6 witft s�ruccbuural drawin�s. Prc►vide i h�ur ass�mb�y at �ombus�ble ..... . � ��'�'"'� �"� ��' �x�sh�r,�ckion a� th� n�v�r �fecics. IBC l�t�"i,3 ,���� ,��'� . . . , . � '...., . . . �"� � . �. . . � 7 Amend p1an� ta show a minimum of ane em�rg�nc�r �scape �t1c1 rescx�e winda►w �p+�ning fo�° s�cand . . � , . : . . . . , . ��� �M''�"-`� � flc�or m�ster bedroom. '�lindows F �nd � do n�t app�ar ta �ompf�r wiih �� ���5. ih . . .. .. .. _.�_�_�..��._.�_a.___w�.�.u.�.�,.,:�,..�,,,�.�.�..�::��, -�n,., � _ � . , ,r ng mpfyw 4�eni musC co ith a!1 of th� �il�wit�g: - . � 'C.��t�.��.�...- �� . . .. w � . � .� . . t�� , � ,. ....�....:.w...... :.�.. . e. ... .... . , :... . ::, r, .... _ . . .. .ti. . __._...- ;, . .� , : ' m fini�d siit fiei �f not ti�an 44° aY�ve �' . . - - , < �. , . . . �. . .. �,. . . : , � €� ��Iax�mu ght tt�e fla�r u. � ..�. ;�'�.,F�, .r�w.;:�e , r�,Fr,`�: ��'`� �' ��a� ��c��,�,"�• . . ��r�sun� wau.�a���= wc�a� s�as, . �. `- v t,�` '� .. :.. . , � �Shali have a minimum ne� de�r operting as�a of 5.7 squ�re �efi �rE�t��a�. ��e�i�� ��su�a� � -'Th� min�mum n�� cleair ap�ni� h�ight d�m�nsion shall k� �4" �' �� '� Bs�e layer 61e" � x�yp�� wa��oara appt� a� �nt an��es to �ac�, s�de a� � x e avo� � � ��.��`' . . . fihe r�tnimum net cl�ar opening widih dimensia� sf�all be 2tI ,�, . sh�ds �4" a.a. v�rEth 2�/�" "type � or W dry+ivaii sarews 24" o.�. Face layer �{e" tYPe X : � ` � , 9Y}�m waliboard applied at rlght angl�s #ca �ach side with 2t1+" 'TyFx� S drywalt sc+�ews ' • . . , ' . ` . .. . : ` ` ■ 8� o.c. ��ix" minera# flk�er inaulation, nominat 3#rcf, frict(on Nt its stt�d apat�. �� � t a �`�'��.:. . 8 Revise roof s�tow lnad �ba a m`snlmum �' �.Ofl psf fiQr all rarfs �s than 4.12. TCJV or+din�nce, Jalnts staggered 24" e�eh fayer ar�d �ide. . ,� I,�-�-- . �,,.������� �stea ai �,�os ��s �er a�ua �r � o� r�,: ot aa�t�, ��d. t�.oAn��a�rrat�� ����`�` - �'�"..��� �' ���� � . 9 T�� A car��ruciion r�c;uire� na�r�-+aambt�s�ibt+� cor�r'uc�an a� �arteriar w;�tls, Revis� plans • �mic�,98&: 8" . �������`� d�-�";� � _ • s�CC�rtiingiy. It3C fif3�.� Str�et S�, S4. Ap�'ox. Weigh� 1� �f � " , .. � • - . � .. . ` : ' . , . . . � ���%� �ire 7est; iiS J24-461?(}.3, i 2-00 ` . . . ' , : � ,. . ...: . , : . . . : : � . ' . �t,t . lC��OC1i1d 0 C I �. . .: � ,. ,. ..... . �.4 i��V15t.' 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F . .:L.:: ' ,.:�4+".''` ,... ��+ �{ �����pE���lf/A� V�H�VI�V71�I �... .�...w,.. .�`: ,...... � � ....�......._.,� � i j r�•, • � �.��.,����►`� ��� �}�� .;�,� � � �'` a���� � � � .� a� z�r t � �� � � . . . � z����a�i�r'wY��c��+���� ��► ��. �►���,aa«�r������+�«�r�c��a ..... .._. ...�.. �4t.1'��' az w�i�,�i�c at g o� �c�cr s� �r � la� s • u«,v�u �S,io� � � � � � � , ' Q aoeoop� a' . � x4"" vrocxt �ads 16"'oq �+r�v�& t�+4r �j�a'a �!z �� a�l` � aa-�.�� �'�'���r��,i����my� ..� .�. s�x� s� � ,��s�� � ����� � � �� $� �� �z , ��� EL�va�roRS ar�o cor�v��€iN� svs�rEnns � � �: SECTION 30Q4 34Q4.5 Plumbing and mechanicai systems. Pl�ambing and Ht�I�TWAY VENTING znechanicar systems shali not be located in an elevator shaft. 30Q4.1 Vents requ . . s and dumbwait- Exception. �loar drains, sumps and sump pumps s�all be a �` ers penetrating znore than three staries �halt be provided with a permztted at the base of the shaft provi ded they are indirectly means far venting smolre and hot gases to tk�e outer air in case of connected to the plumbing system. fize. �� �� �� ;; Exceptions: � � � � � � � 1. In occupancz�s af atherthan Groups R-1, R-2, I-1, I-2 SECT{C?N 3Q05 ��� and similar occupancies witt� overnight sleeping CONVEYING SYSTEMS ': quartexs, `venting af hoistways is not zequzred where 30051 General. Escalatars, moving walks, conveyors, person- �, the buiiding is equipped thro�ghout w'rth an appraved ��Z hoists and znaterial �aists shall comply with thc� provisions �� ; automatic sp�nkler system installed in aecordance ag �� ��erion. �� , with Section 903.3.1:1 az 903.3,1.2. 2, Sidewalk elevator hozstways are not required ta be 3005.2 Escalatars and moving walks. Escalators and moving � walks shall be construeted of appraved noncombustible and . �` vented. fire-retardant materia]s. This requirement shall not apply ta �, 3004.2 Z,ocatian of vents. Vents s�all be located below the electrical equipznent, wiring, wheels, handrails and the use of � floor or floors at the to� o£ the hoistGVay, and shail open eithez 1I2�-ineh (0.9 mm) wood veneers on balustrades backed up with �: �, directly to tk�e auter aiz or thzough nancambustible ducts to the noncombustible materkals. '� ' auter air. Noncombustible ducts shall be pemutted to pass . �' throu�ir the eievator �achine �aozn provided that portiQns of 3005.2.1 Enclosure. Escalator flaor opezungs shall be en- ;` the dncts located outside the hoistway or machine room are en- GiQSed axcept where Exceptzon 2 af Sect�on 7Q7.2 is satis- �, ciosedby construction t�a�ving nat less than the iir� protectian fied: �� a; ' ratng required for t�ie hois�way. Hales in the machine raom 3405.2.2 Escalators. Where provided in below-grade trans- ��;' ' flocizs for the passage of rapes; cables or other moving elevator �artatioz� stations, escalators shall have a clear width o� 32 ���' �; eqa�pment shall be limited sa as not to provide greater than 2 inches (8 ] 5 mm) minimum. inc�es (51 mm) of ciearance on a71 sides. � Exception: The ciear width is not reqaired in existing fa- �#' i 3004.3 Area of vents, Except as pravided for in Section cilities under oi� atterations. �'� 30Q4:3.1, the area of the vents s�all zzat be Iess #han 3'/� percent � g , �.�: of the area of the haistway nor less than 3 square feet (0,2& m2) 3045.3 Canveyars. Conveyars and conveying systems shall �°r' ' <�or each elevatar car, and not less thaz� 3'/2 pezcent nor less than comp�y with ASME 8201. i; 0.5 sqaare foot (0.047 m2) far �ach dnmbwaiter car in the 3005.3.1 �nclosnre. Conveyors and related eqnipm�nt con- €�,�,. �, hoistwap, whichevar is greater. Qf the total required vent area, ����� �uccesszve ftonrs ox Zevels shall be enciosed wxth fire . z not less than one-thkirrd shali be of the permanently open type � � ' nnless a�1 vents activate upan detection of smoke from any of banxer walls and approved opening pratectives complying � �' with the arequizements af Sectian 3002 and Chaptex 7. � �_ �, the elevator labby smok� detectars. ' °' 30p4.3.1 Reduced vent area. Where mechanical ventila- �dQ�.�,� Conveyor safet�es. Power-operated conveyors, �,' belts aind othear material-miovin devices shall b� e ui ed tion conforming tQ the Intematianal Mechanical Code is g � p� _� with automatic limit switches which will s�xnt off the power � provided, a areduction in the reqaized vent ar�a is allawed �rovided that a11 of the fo�owing condxtzons are met: x� ���ergency and aut�matically stop alI aperatian of the `� t�F.V1GP,. . � l. The occupancy is not iz� Group R-1, R-2, I-1 or I-2 or of a simil ar occupancy with overnigt�t sieeping quac- ��Q��4 �'�rsannel and ma#erial6aists. Persnnnel and matezial �� , : � � � �' ;; ters. hoists shali be designed ntilizing an appraved method that ac- �� �' ' counts for the cond`ztions imposed duzang the intended opera- � r' 2. The vents required by S�etion 3004.2 do nat have out- �Q� of the hoist device. The design shall include, but is not ',i . side expast�re. limited ta, anticipated loads, structural stability, iznpact, vibra- � i ,' 3, The hoistway �aes nat extend to the tap of the build- tian, stresses and seismic restraint. The design shall account for � j;' ing. the construetian, installation, operation and inspection of the � �;.? 4. The hoistway and machine raom e�aaust fan is auto- 1�Qist tower, car, machinery and control equipment, guide mem- ;, �� f. matically reactivated by theimastatzc means. bezs and hoisting mechanism. Additionaliy; the desigx� of per- 5. E uivalent ventin� of t�e hoistway is accoznplzshed. sannel hoists shall include pzovisior�s for field testing and �, q � maintenance which will demonstrate that the hoist device func- ��,; 300A.4 Closed veants. Ciasecl poztians af khe required vent area tions in accardance wittt the design. Field tests shall be con~ ; shall cansist of windows or ciuct openings glazed vvzth annealed ducted upan the camplefiivn af an installation or following a ; �Iass not more than 0.125 inch {3.2 mm) thick, major alterarian of a persannel haist: �� �� }' �"r ,:�;= . . . �. . . 552 20Q3 INiERNAfiiONAL k3U1LdING CODE� � . � «: � � �'''� a�,, =ti ."�"r`;��' � _ .� � �� � . ,� sa v��" or a�a�w�' m� �t c� oa�ar .�r ` �'�sNt$"'�t��ator. x"x 4'"w�# �?r�'on r�awi�h�l,� '��a X � �i�aa�d° � �a;wo�aE �-x.�� ���►�►��ca+�*o����ro� . �. ..� ..... �.�J� ��►a • - � �. ��. �'� ::. . x.�` wc�c! smds s�peoea 7�" � oa�r wi� cr�e �y+ar.af '�1'['a�m' ��..� � �a � x � w�`�r� �e�r� t� ' � �.... .... ..� A�rse � ��; ����c�a��r����,� �� � 2'" X 4" Woa�l � i15" an r�udr. ?an1�t irwo I�t�nc x/* 1y�e X�aaao� wal�4mn�d° �. � � � �r � �au�a �► �a � �,r ��r ��-�.�� �c�"��a�������ir�a�ea�w _.... ..... � ._... � '�' 8ct coc�" oc' wai�io�tl" � at7"' aa carridG �or��v�c appti�ti� � • base �+a� � � t►"`a� � �`i �r.y�rs �d w�ie cuatin8c��ppic�arod ' wat�bw�rd � �s1 nai4ed �x' ca+r�aabc� �"' x awqe�l mt� on � rv� aa�e iaye�r erf . iaw�,� �� ���������xs��t��� �.. ._.. �.. �l�a �-' � �*����►�ma�,wxw�a���a�►a�e��c � � �"«e.� � � � . .. �'��li +���'��+►��,� 2"x�' vwoad a� adG 1G"' on ��a�or �e � a� ��' ' �5-2.1�"' 1� �ap�cadr �C �' x �" ar�ad �tr+d pwrtit�. � � .,... .._. .._.. 'Yauies � wi� ��1� by No. l l gap� b�r �,�,� �d ��tv+�od s�ls s+� 8''i a�r ceo6�r: ��... } � wi� �'d �aa�aa�x bauc a�. . ' '' x�"" w+ao�1 st�ds �6E` au ad� wiW �i 1� a�ci 31,� c+�ar�t p�ar°+on+ca� . 15=�.�'" L�rr�b � wiRl� fid-a�o�a�an »m�s 7" oa �a�' dcf� �a 1"" � ...,. ..... ..... S"�J� ��.���������x���� t5. �iet�i�arar eaurast �n sa�d. ' � � �'w� z"x+�"'�xls�ci6"csu�rv�4�i� aa�p�a'�Cn�firomdwc �-�.�� ���?�»►���������a .... �,. v� . . �`iaitw�oa��d�int�ttebte.�cmez I:�tfura�t�comtand ""� . � ����� ��� . � Na �l5 �e � stu�C id�" at t�dr wi�h11; sx�+dax �iaa�r . �+o��afar�co#'�t�rc)c�ilic�`��t'�`� � __.. ..�.. �+ 0 �S-i 4 � �s saq�ad f�r � �no�bae�i�. " i� i�s �. P�ar ��:4 fac � tx�at �d �;5 fot iMaMnawc�. X� � t�t �t sand. . � � . r�� � ��� r�< « ,i1-:i. f.r +� � h�,�. � f � � �,: �.Y..... r � � • s - ; • � -. a: >: s • - r� � � � �► - • a • �• .� .�� � ',`:.rt � . � � �� :. � r � �%yy�y�y r , � � ., , < <. �.: '.f� � � + 1 *�;. ' M t �.�5- s�r �� .: :. . � f � �� � � :.� �.r �� Iif�t,t�1�t���i�tit�td�i�l�i�1i1� �:�jjij _ it�i'� ` .. .. � , ' .s,:.�,ats.� �t �.�.r�+�:r.e�#.st�.i i,f �I� �= �.�.?��� � � � . , , , .: . �.. , a �3 c� €i � �: . . .� � � �1�.> �,:. , ��� � �� ��� - r- i � y_.. , r r:�� o �:�r ' f sa7� i� ^-' s.sa7lri � �i�s �i� ��4i � (� s�rt;lian 4��I�.i f li�► 5 d�r�s �t �ar d�d desariptiiur� s�f � waw #�.) �ir' � f ittch = � �t Ai�rnr�e �#oa�r+or fi��Xu�n+� . t.���t cc�na�e ar gkp�t�nn oonxx�� may � a�i�le�f �ar Ass+emb� A. B, C, �« E, �, �nd G c�# #�is r�art�t ac�ckda�e wi�t 5�#oei�'#7. lY,�" X �� i�d5i'� AT � x2$"xaa* � F�p� txa�-r »i! gti7E e?F Ft)CTUR�E 0 �,: - �l,�c��'�����-�1�+��`` � � ��� ! t�� �� �, `�� � � � � �'� �a� , ��` � ... .� �3eth I��e Archi�ect, Inc. Septem�ier �8, 20U7 �".�. �ox 1 �25 Av-on, Ct� 8�.�20 (974) 92G-�993 {�'� : ��7a} ���-2��� �� Bethlev�nea�ch cent tel.net �: �Tc��i�i22 �.�SIC�#�SJtCB �,t'.�21UC��� l�o�thwoads, i7�.it �"-�4 N'o%: `Z'he code ana�y��s was reviewed wi� Ta�nn Me�ers frvxn �o�oaradc� . ��1e �onsx���i�g. � 'I."he Code an�l.ysi� for �h� ax�d�tic��n of the ne�r �teva�v:� for the r�rut is as fc�ilaw� �rom �tlae Ztl+(}3 �nte�rn�taQna� Bui�c�in� �'c�d�: ,� �.. '�ae e�ev�o�r is five stories. � Z. '�'he e�.evator �vi�l x�uire a 2�.�ur s1r�a� wal� b�ecause a�`t�►e 5�torie�. 3. T'he shaft wi�l be ��u�i�ed to be contu�uous because o�'th� 5 stc�r��s, 4. �3ecautse th.e �leva�vr shafi wa��s were cc�►►ns�ructed �nte�ra� �c� f��e wrut s s�tructure, tlae ��anr/ce��iu��, �s��rxa�b�e wiil n�+� % l� �. �.ou�rs �v �rc�v�d� �.IEy CL)I'�.��Ui%, 5. Emex�e�cy �en.erato� back up �d �~.r,�ssib�� egre�s w�� nvt be neces�y b�ec��s� �e sc��h sxde is 1�ss ��n 4 stories. tl �'he �ez�inent �ode Sec�o�s aare: '�{i6 -� Fx�re �arrie�rs; '�+D�6.4 �vn�inui�y c�f barr�e� vvalls. � 7U7 �- S�.a� E�c�osuxe�; ?U7.2 dc�es not ap�ly becaus� ofthe 5 stone�, 'iU7.4 Fire- �esist:a�r��e ra�x�g, '70'�.� Con���uzty, ?07. �, 2 E�.c�o��re at th� t��a. �.Qfi7 --�-:Acc ., sib�� ���s o�'��ress; �.�07',Z.�. �3�,�icl+d'xngs �wi� fQUr �ar tl Wl lil0�� S�U�'1C'S. �UU2 -� Ho�s�way Encia��re�; ��p2.4 E��vatc�r ca� tQ accc�ar�amodate cax ambulance st�retchex. '�� �e�eS�ary �,S�ex�b�.�S �ce: . De'tA11. � ��2: Siidft'�a�.: 14-1.�6 --- 2�It}i�,t` �?et�il 2/C2: Shaf� Wa11 at pa�' �wa1�.: �a�m� as detail � 1C2, �dj��ent to � '�1� �}�'�' W�.�� �1�1�. � T)�ai�. 3/C�: �`�c�oarl�ei�in� or F.�ovf/Ceiiin,g; TJI -� 2 hour Frrno:'f� Eleua�r �um�p�r ���a��� c�i��f�t� �a.�� �F. #r.�ir���������/��tw � 1��C��t�C.� � :�1 t�� ♦ ' � M�1 { , yy�� R� a � 4 • 4 i ;FM � ��� �►. ���s .. ...�.. ' ' Fatgin�'ir�g £ctr �he ��r�rilcl.ln EX+�i�t�cu`: '�'8 v�l� 2�t�lltt� $. �ha�ft t�a� �S 5'6" Cleep b�► $' �,()" 'VVit� W� v�i11 r��luire a I�it � is �S" de�p � '�he pv�'hoa+d in � sha�t Sb�i be� i l' �sn #he �.ight �zda �c�oki»g in an�. �.�4' . �m the �& � i ��ds �t�skit�� i►n, . 'We tr�d a pir.� pcyint beam in #h+� �L t� will with �ta�ed .�Otl�f LBS, . � P 'T%e c�pment z�mm: al�all be t5 �cica� b�r 8�bcrt �nnd f��v� a ci�r mi�izzru� h�right ��' Bll . You�r P� ihawin� wi�l wikh�d�the �ngine�r'ur�g £ozre� we rec�re. `.T�ie rebar �nd � thickneas is within owr recatr�nr��nd�tions. 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L.C7G,�TfiON OP�i?,�TIG71�t 51Z� NC�T�a S�H�DUL� C7� YY�l�Oi?�� A EAST EL�V I, F I XEDlA{^Il�t I NG 3' -1 1 3/4" x 6' -5 " TEMPER LDtNER Uh� 1 T, MATGH UN I T P2 H� I GHT GOMPLET�D 2C�06 B EAST ELEV F I XED 3'- i 1 314 " x GUSTOM GC�hfiPL�TEI: 2006 G EAST ELEY FIX�D 3"-11 3/�F° x GUSTOM �UMPLET�p .2ad6 t? EAST EL.EV FIXEi� �'-il 3!4" x GUSTQM GDMPLETED 20U6 � NORTH ELE�/ GASEMENT MATGH M�4TGH �-� NORTH B�DR40M W I NDOI^t GOMPLET�D 20G7F� � EAST ELEV DOUBL� HUNG 3'-�f 3f4" x 6'-5 314" °fEMPER LOWER UNIT GOMPLET�D 2U4Ca C� �AST ELEV i7QOR 2' -6 3/4" x 6" -S 5/S" GURREt�IT f-f NDRTi-t ELEV FIXET� `I' -O 3/4" x 2' -� 1/4" GOMPL.ET�D 2C?U6 I �"a0UT1-! EL,EV DOOR 2' -h 3/4" x 6' -f.� 51&" GUF2R�ttilT J 5C?UTH E1...EV GA�ENCENT 2"-1 3/4" x 2' -5 3f4" GUi2�FNT !C WEST EL..EV AWN I t�tC-� 3'-1 1 3/4" x 2`-5 314 ° GURRENT L W�ST EL�V F I XED 2' - i 3/4" x t'-�fi 3/4" C7M i TTEt7 M 50UTH ELEY 4-PANEI._ Dt.�UR �I' -S 7/S x 6`-8 5f8" GURR�NT N SQUT!-f �L�1/ 2-P�4NEL DOOR 5' -C?" x 6' -S 5/S GURREh,(T O S4UTI-t ELEV PA I R-DOUBLE 1-fUt�1C� 5'-6 3/4" x 4' -1 1 3/4" GURR�h1T i' SC?UTH EL�V DOUBLE HUP1G 3' -5 3/4" x 4' -1 1 3f�F'" GIJRR�t�iT Q SOUTI-E ELEV GASEMENTlFIXED/GAS�M�NT 5' -9 3l�F" x 2' -5 31�" GURR�t*1T R SOUTf-E ELEV FIXED 5'-a 3f4" x 3'-6" TRAPAZOID GURi2�NT 5 1�14RTH EL�V F I XED/AWt�! I NC� 3' -5 31 �" x`7' -1 3/4" � I XEI7 VAR I E-5 �UR12�NT T NORTF-f EL�Y F I X�D/AWN I NC� 3' -5 31 �" x i'-1 3J4 "` fi I XET7 VAR I E5 GURf2�NT U NORTH ELEIr' � I XEDIAWN I NG 3' -� 3/4 x i' -1 31 �F'" F I X�D VAR I E5 GURRE1�lT � Y�I11�L�c�l� ����nU�.� �iC�T�� i. �,t.� wiryvow� -�a � �����, 2. � Sl1lLDING ELE1l,4TION5 FOR VENTlNf� Ot'�RATION. 3. f�LL �/ENTE17 UNtTS TO BE PRdVIDE17 WITFf SGR.EENS. 4. HEA�D hfElC�ii79 ARE TG7 MATG4� EXISTiNG WINDOWS AND SNOULD HE VERIPIED IN THE �IELD. 5. WINDG7W at1PPLI�R TD VEI21F'( TEMPERIKG REGriJIR�MENTS BE�Of2E ORI�EF2ING. b. MATGH EXf5TtNG INTEI2tOR TRIM 27E3tkIL. "f. GEhtERAL Gc?NTRAGTDR ANU SUPPLIER TO GF2055 R��£tZENGE PLANS AND EL�YATiDNS POR WINDOW QUANTfTlE�, 51ZF� r�ND LOGAT1dN_°r. S. WINDOW SYMBOLS ON P�ANS f+�ND ELEYATIONS ARE SHQWN ,+�5 � I�tO1��T-1/ lVV1.f� �.fVl��.r''V!�lI�I�1") ���'tlV�i/J"�1'�� i► ltl��V� l� RETYPEt� FROM FR(TZLEN PI�iZGE ARGHITEGTS M�MQ I�f�T�D M,�RGH 25, �OC71 IT 15 T�fE ,�550GI�tT14N'S C�0,4L 15 TO UN1F'r' THE T1'PE ,4ND 51Z� O� WINDOWS f�Ni� EXTEi�IC7R DOC�RS !N THE htC7RiHW04D5 G4MPLEX. IN C�RDER TC� AGGt7MP�.15H THfS GO�L, UN#�4RM 1^IINL>l?W5 ,4ND EXTERIOR DOOi25 SHALL B� USED THROUGHOUT THE GOMPL�X. (T E5 UP TO TNE GONTf?,4GTOR TD ,45�tJ1�E Gt�NFURM,4NGE WITH THESE REGtUli2EM�NTS, G�IN W121TT�N ,4PPROV,�tL FOf� ,�IVY 5UB5TITUTION, A�ti7 Pi�.4VIDE 5F#OP DR�4WlNG� FOR GU�TC?M WtNDl.7W �{�BRiGf�TlONS. THE SHOP DR�WINGS ,4RE 5U€3�EGT T4 I�55C7GI�T10l� r4PPROVf�L. I�LL WINDOWS TO BE PE��f�, STAND�4RD "BROWN"' GOLC)R AT 1?EQUIRED E�RESS LOG�TIC7N5, WIND4W5 SHALL B� DG7UBLE HUNG: M4DE�5 3�b5, 3765, 41b5, �565, {,4LL WITH 5" 5 3f4" i2t� HT.) AR.� t�GG�PTABLE DEPENI7INC� UPUN WIDTH NEGE55,�RY FOR ,4RGHITEGTUR/-�L G4MP�TIBILITY. Gontac.t �lorthwood5 Gondt�miriivm for height� tk�at dlFfer from the 5" 5 314" RO ht. OTHER OPER,4Bl�E WINI?C7W5 SHfi�LL BE i�OUBLE HUNG (5ame models listed above), D�'2 AWNiNG. THE F01.LOWINC� ,4lN�lING �lENT MQDELS �tRE AGG�PT,4BLE: MC�D�LS 352q, 412a, 4�2�{, 532�i WITN �IXELi GOMF'14NIUN UNfTS 4F 3535, 4135, 4735, 5335 R.�SP�GTFULLY (G4MBINET� 1?O HT. 15 5' 4 3/4") MUDEL 2�f2�i WILL BE r�GGEPTI�BLE WITH l�PPROPf2iATE FIXEL7 UPPEi? UNIT Gantact Narthwaads Gondominium for differeni. height r�ec�uirement�. IT 15 NC>T ,�NTIGIPATED TN,4T GASEMEf�T WfNDOWS WlLL BE I�GGEPT,4BLE IN THE NDR7HW4UD5 GOMPL�X. EXTERI4R DODRS 5H?�LL BE PELL,zt A�RGHlTEGTS SEt21E5 (D��IGNER SERI�S MAY BE ,4GGEP7�4BLE W{TH SP�GIFIG ,4554G1r�TION �P}�Rt?V�L), ST�NDr�RD "BRt.�W�i" GOLOR, �RENGH IN-5V�lIN�/DUTSWINC� i7G>c�i25 WITN MdDERN DIVID�L7 L1GNT5 (IC? EQUf�L LITES �OR 6'10" DOOR, 12 �G2UftL LiTES FOR 8" I70C�RJ. EXTERIOR Ff�RDYY�I?�RE SH,nrLl� BE Et1DUh�.ftBi�SS. � r M � �u /"� � � � � � r � � l � ..... H � a,� ����� � �� ����� �� -� c*� � � � � � � � � � �'} os ea y� � o 0 �'.' � � � � � � � � � � � � � � � �� � � r -�1 ,-l-� C3 � � � � � � � � � ►""`� � • � � � �� ��o . � � �..�, � � o � a .� � � � `� �� � ' � � ���� � � �, � �, � � �° � � � � 4 Q � � � � � +.� C� a � � ���� .� ({3 ` �� F� �., �� �.��� �'�'- � � �� 4� � � � � � ������� ���� � 4 �u' �` .1�' � ..� IJA.TL: Mf�rF;GH 21, �C7U� �'ERM1 T .11J1..Y C?G, 2C7UC-G �'i�CrC�i�.�5� ,a�r� �v, �v�� � PERMIT R��U�31� ( TT�L MAsY I �, �OC.�6 � P�RM1T f?�SUBM I TTfirL �JUNE 28, 2t�U�t � NUF�,THW0�7i7a i�E5U8M! TT,�,L ,�u� ��, ,�ao-r � NORTHY'�lC>DI75 RESUBM I Yi�L. ��P 20, 2C7Q� � �'�i�,MIT i?��UBM f TT,4L Sheet Nu�nber . DESIGN CRITERIA: Franklin Residence, Northwoods Unit F-4, Vail. CO #05Q3-13 Roof Live Load (Snaw} -------------------------------80 psf Roof Live Load (SnQw for roof pitch less than 4J12)------------100 psf Roof Dead �oad -----------------------------------15 psf Floor �ive Load ------------------------------------40 psf Floor Dead Load -----------------------------------25 psf Deck Live Load ------------------------------------100 psf Deck Dead Load -----------------------------------25 psf Wind (3 Second Gust) --------------------------------100 mph Wind Fastest Mlie ----------------------------------$0 mph Exposure -----------------------------------------B Wind Impor#ance Factor --------------------------------1.0 Seisrnic Site Class ----------------------------------C Seismic Design Category -------------------------------5 S�ismic Importance �actor -----------------------------1.0 0.2 Second Speetral Respanse {Ss) ------------------------.34 1.Q Second Spectral Respanse (S1) ------------------------0.08 IBC Edition --------------------------------------2003 SPECIAL INSPECTIONS: a. If required by the building official, special inspections shall be provided according to IBC Section 1704.1, The structural engineer does not provide speciai inspections. Periodic observations of construction by the structural engineer are nat to be considered speciai inspactians. FOUNDATION DESlGN: a. Design of individual and continuous foatings is based on an assumed max'rmum allowable bearing pressure of 2000 psf {dead load plus full live load). b. Foundation and retaining walls have been designed using an assumed lateral pressure of 55 pcf. c. Faatings shail be placed on the natural undisturbed soil, ar �arnpacted structura! frll per the recommendations of the geatechnical engineer, below frast depth. e. Provide continuous faundatian drains around the perimeter of all basement walis and at the base of retaining walls. Contact geotechnicai engineer for details. f. Pravide crawl space ventilation per IBCjIRC requirements. g. A representative of the geote�hnical engineer sha{1 verify soils conditions and types during excavation. Because geotechnicai infarmation was not auailable at tne time of preparation of the construction documents, we have used assumed values based an similar sites in the area. Construction of the foundation may not proceed withaut verifying these values. Repart any discrepancies from originai design assurnptions to structural engineer for re-evaluation of foundation design. h. Backfill around and aboue structural buttresses and retaining walls shall be compaction-tested per the rscommendations of the geotechnical engineer. i. Do nat backfill against retaining wails until supporting elements (such as fioor framing) are in place and securely anchored, or adequate sharing is installed. Concurrent backfilling af each side af a free-standing retoining wall to final grodes as indicoted on pian or section is required unless temparary shoring is instalied. j. Verify type af fill with geotechnical engineer and struc#ural engineer prior to backfilling. REINFORCED CONCRETE: a. b. c. ci. e. f. 9• h. i. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2043 IBC. Structural cancrete �hall have a minimum 28-day compressive strength of 3000 psi. Concrete shall be proportianed using Type I-II sulfate-resistant cement. Admixtures containing chloride saits shall not be used. Co1d weather conereting procedures shall be provided as recommended in the ACI Manual of Cancrete Practice. Anchor bolts for beam and calumn bearing plates shall be place�l with setting templates. Expansion bolts shali be located at a minimum of 6 bolt diameters from conerete edge and spaced ot 10 bolt diameter� unfess ne�ted otherwise. Anchor bolts for woad sill plates shall be placed at 4'-0" maximum spacing with one anchar bolt at 12" from each end or corner and a minimum of twa anchor bolts per piece. Concrete floor slabs on grade and on metal deeking or plywood supported by framing shall have sawn or tooled control joints at a maximum spacing of 15�-0" in et�ch direction. Locate cantrol joints along calumn grid lines where passible and pravide slab isolation joints around columns. Concrete coverage for reinforcinc� steel: 1. Concrete cast against ond permanently expased to earth = 3" 2. Concrete exposed t+� earth or weather: �5 bar and smaller =� 1 f2" �6 through �18 bar = 2" 3. Cdncrete not exposed ta weather or in contact with ground: Slabs, walls> joists = 3f4" Beams> columns = 1 1/2" REINFORC(NG STEEL: a. b. c. d. e. f. 9• Detailing, fabrication and placement af reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. Except where otherwise nafed on the drawings, reinfarcing bars shall conform to ASTM Specification A615 and sholl be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. At splices, lap bars 44 divmeters. Do not weld ar use mechanical splicing deviGes unless speeifically appraved by engineer. At corners, make horizontal bars continuous ar provide corner bars. Around openings and steps in concrete> provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specificaliy located an plan or details, coordinate cold joint locations with engineer. Welded wire fabric shall canform to ASTM Spe�ification A-185. Lap welded wire fabric a minimum of one full mesh pGus two inches. Laps shall be wired together. Metric bar size conversian table: METRIC #10 #13 #16 U_S. #3 #4 #5 STRUCTURAL WOQD FRAMINGs a. b. c. d. e. f. 9• h. 1• k. I. m. #19 #22 #25 �#29 #32 #36 #6 #7 #8 #9 �10 #11 Except where noted otherwise, ali 2" nominal lumber, except studs, shall be Douglas Fir-Larch #2 and better, and all solid timber beams and pasts 3" nominal and wider shail be Douglas Fir-Larch �2. Studs shall be Stud grade and better Dauglas Fir-Larch or Hem Fir. Built-up posts shall consist of Dauglas Fir-Larch or Nem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed to9ether with 2 rows of 16d nails Q 6" an center alang each stu d. Bui{t-up beams consisting of multiple Zx members shall be noiled together with two rows af 16d nails spaced at 12" on center, or with two rows af 1 f2" diameter thru-bolts spaced at 24" on center. Top and battom plates shall be Douglas Fir-�crrch or Hem Fir #2 and better. Plates placed directly on concrete walis or slabs shall be pressure-treated Hem Fir #2. Wood beams bearing in beam pockets in cancrete or masonry walls shall beor on a treated 2x6 bearing block. Pravide �" clearance around end af wood beam. Block against sides of beom pocket witn treated 2x blocking ta provide lat�ral support far beam. Within floor joist spaces beneath solid or buift-up calumns noted on plons, blocking of area equivalent ta column above sha#I be provided. Door or window trimmers consisting of a single stud do not require specia{ blocking in the jaist space. Except as noted otherwise, minimum nailing shaN be provided as speeified in the "Nailing Schedule" an the drawings (2Q03 IBC Table 2304.9.1). Bolts used for woad frcaming connections shaN be instolled with standard washers and nuts. Unless noted otherwise, stee! connecfiors such as those manufactured by the Simpson Gompany shall be used to join rc�fters, joists or beams ta other beams at flush-framed conditians. Use all specified nails. Connector conditions not otherwise noted shall utilize type U or type HU hangers af a size specificaliy designed for the member supported, as shawn in the manufacturer's published tables. C�ntact structural engineer for details as required. Wood nailer plates installed on steel beams or cancrete waiis for top-flange hangers shall be ripped to match the width af the wall or beam flange. Nailer plates supporting top flane�e hangers from one side only shall be instcrlled flush with the face of wall or beam flange at the hanger locations. Manufactured joists shall be from an appraved manufacturer and shall be equivalent in load cc�rrying capaeity and deflectian criteria to BCl 450 ar 500 series joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and ather accessaries as required by the manufacturer. Laminated veneer lumber (LVL) shall have the follawing minimum properties: 1. Flexural stress ------------------------------------ 260t3 psi 2. Miodulus of elasticity ----------------------------- 1,900,OQ0 psi 3. Tensian parallel to grain ------------------------------ 1850 psi 4. Gompression parallel to grain --------------------------- 2310 psi 5. Campression perpendicultir to grain {paraliei to glue {ine) ------------ 750 psi 6. Horizontal shear ----------------------------------- 285 psi 7 C n. O. Connection of rnultiple-member beams: A. Top-loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each mernber to the next with 3 rows of 16d nails at 12" o.c. Side-loaded beams i) For two or three member beams, nail each member to the next with 3 rows of 16d nails at 12" o.c. ii) For four member beams, bolt through with 2 rows of 1/2" diameter boits at 12" o. c. iii) For members consisting of more than four members, contact structural engineer. All lumber used in constructiori shali have a m�ximum moisture content of 19�. Framing Notes: i. Exteriar walls: A. Ali exterior walls are 2x6 studs � 16" o.c. to a maximum height of 12'-6", 2x6 studs � 12" o.c. to a maximum height of 14'-6", and (2)-2x6 studs @ 16" to a maximum height of 17'-4" unless otherwise noted. Walis taller than 17'-4" shall be framed with manufactured parallam studs, contact engineer f4r spacing requirements, if not indicated on plan. Cap with a double tap plate installed to provide overiapping at corners and at intersections with other partitions. If overiap is not possible> strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall trusses unless approved by engineer. C. Fioor or roof framing members must be aligned to bear within 5 inches of the studs beneath. d. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24f16, exposure 1, at exterior face of exterior walls. Block all harizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" alang intermediate supparts. E. Provide (3)-2x10 headers over oll door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of bearing member unless noted atherwise. 2. {nterior Load Bearing Walls: A. fnterior load bearing walls are 2x4 or 2x6 studs {as indicated on plan) C�7 16" o.c. with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double top plate instalied to provide overlapping at corners and at intersections with other partitians. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. C. Provide (2)-2x10 headers over all openings in wall, with ane 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple-stud posts equal to width af bearing member unless noted otherwise. 3. Floor Gonstruction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, exposure 1. Giue and nail panel� to all supparts with $d naiis spaced at 6" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. 4. Raof Constructian: A. Provide 5/8" thick APA plywood sheathing rated 40f2Q, exposure 1. {nstc�fl sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" alang intermediate supports. B, Plywood sheathing shall be app(ied continuously over the primary roof inembers (rafters or trusses) belaw overframed areas to provide adequate loteral stability. C. Provide windfseismic anchors at supports for all roof jaists and trussed rafters. See nc�iling schedule. D. Pravide solid blocking between roof rafters, trusses and lookouts at all bearing lacations. Blocking material shall match rafter, truss chord, or lookout material. 5. Wind Bracing: A. Walis over 4 feet lo�g which are sheathed with gypsum wallboard on both faces and are indicated as shear wa(is on plan have been designed to resist wind forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls, screw 1 j2" gypsum waElboard to a11 studs and to top and bottom plates with #8 x 1 1/8" dryuvail screws at 7" maximum spacing. C. Exterior plywoad or OSB wall sheathing is required unless specifically deleted by engineer. STRUCTURAL STEE�: a. Structural steel shall b$ detailed, fabricated and erected in accordance with the most current editians of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B or ASTM A501. c. Tube shapes are actual size as specified on plan. Pipe sizes indicated on pian are nominaf (approximate inside diameter} and refer to AISC pipe schedule dimensions. d. All balts used in steel framing shall conform to ASTM Specification A325. Anchor balts and bolts used in timber connections may be ASTM A307, Bolt sizes shall be 3/4" diarneter uniess noted otherwise. e. Typicai framed beam connectians shail consist of pairs of 1/4" angles using #he maximum number of bolts called for in Table II-A of the AISC Manual {ASQ Ninth Edition). f. Expansion bolts shall be wedge type "Hilti" or "Rawi" or "Simpson", or approved equivalent with the following minimum embedments: 1 /2" diameter ---- 2 1 /2" 5/8" diameter ---- 3" 3 f 4" diameter ---- 4'> g. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" ar "Simpson" or appraved equivalent anchar systems. Minimum embedments, if not specifically indicated on the drawings, shall be according ta the manufacturer's specifications. h. All welding shpll be done by an AWS qualified welder. i. Delay painting within 3" of field weids until welds are completed. j. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. k. All grout beneath calumn base plates and steel beams at bearing snall be nan-shrink, non- metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, sha11 provide sharing and bracing as may be required during construction to achieve the final campleted structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Subrnit shop and erection drawings for structural steel, miscelianeous steel, steel joists and girders, steel deck, masonry reinforcing steel, waod trusses, manufactured wood joists and glue-lam beams to engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The architect andjor contractor are responsibfe for checking quantities, dimensions and coordination with other trades. c. Existing structures: Contractor shal! be responsible for verifying dimensions> elevations, frtiming, faundation and anything else that may affect the work shawn on the drawings. Undarpinning, shoring and bracing of existing structures shall be the respansibility of the contractor. d. Dimensions: Check ali dimensions against architectural drawings prior to construction. Qo not scale drawings. e. Construction practices: General contractor is responsible for means, methads, techniques, sequences and procedures for construction af this project. Notify structural engineer of omissions or conflicts between tne working drawings and existing canditions. Coordinate requirements for mechanical felectrical/piumbing penetrations through structural elements with structural engineer. Jabsite safety is the sole responsibility of the contractor. All methods used far construction shall be in accardance with the latest editions of the IBC/IRC. f. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditians. These items shall be brought to the attention of fihe structural engir�eer as soon as possible for approval, Approval shall be obtained prior to installation. g. It is the responsibility of the contractor ta contact the structural engineer at the appropriate time to perform site observations visits. Observc�tion visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be canstrued as inspection. h. Though every effort is made to provide a complete and clear set of construction dacuments> discrepancies or amissions may occur. Release of these drawings anticipates cooperation and continued communication b�tween the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2�03 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING °� m LOCATION 1. Joist ta sili or girder 3- 8d common toenail 3-3"x0.131"nail 3- 3" 14 gage stapie 2. Bridging to joist Z- 8d common toenail eoch end 2-3"x0.t31"nail 2- 3" 14 goge staple 3. 1" x 6" subfioor or less to each joist 2- 8d common face nail 4. Wider than 1" x 6" subfloor to each joist 3- 8d common face naii 5. 2" subfloor to jaist or girder 2- 16d common biind and face noil 6. Sole plate ta joist or blocking i6d at 16" o.c. typical face nail 3" x 0.131" nail at 8" o.c. 3" 14 gage staple at 12" o.c. Sale plate to joist or biocking at braced wail panel 3- 16d per 16" braced wali ponels {4)-3" x 0.131" naii per 16" {4)-3" 14 goge stople per 16" 7. Tap plote to stud 2- 16d common end naii 3-3"x0.t31"naii 3- 3" 14 gage stapie 8. Stud to sole piote 4- 8d common toenail 4- 3" x 0.131 " n a i! 3- 3" 14 gage stapie 2- 16d common end naii 3-3"x0.131"nail 3- 3" 14 gaqe stapie 9. Doubie Studs 16d at 24" o.c. face naii 3" x 0.131" nail at 8" o.c. 3" 14 gage stapie at 8" o.c. 10. Qouble top plates 16d at 16" o.c. typical face noil 3" x 0.131" nail at 12" o.c. 3" 14 gage staple at 12" o.c. Double top piates 8- 16d common lap splice 12 - 3" x 0.131 " n a i I 12 - 3" 14 gage siaple typical face noil 11. Biocking between joist or rafters 3- 8d common taenail to top piate 3- 3" x 0.131" nail 3- 3" 14 gaqe staple 12. Rim joist to top piate 8d at 6° (152mm) o.c. toenail 3" x 4.131" nail at 6" o.c. 3" 14 gage staple at 6" o.c. 13. Top p4ates, laps and irtersectians 2- 16d common foce nail 3-3"x0.131"nail 3- 3" 14 gage staple 14. Continuous header, two pieces 16d common 16° o.c. along edge 15. Ce9ling joists to piate 3- 8d common toenail 5- 3° x 0.131 ° naii 5- 3" 14 gage st�pie 16. Continuous header to stud 4-$d common toenail 17. Ceii9ng joists, laps over partions 3- 16d common minimum, Table 230$.i0.4.1 face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4- 3" x 0.131" naii 4- 3" 14 gage staple 18. Ceifing joists to parallel rafters �- t6d common minimum, Tobie 23t}8.10.4J foce nail (See Section 2308.10.4.1, Toble 2308.10.4.1) 4- 3° x 0.131" naii 4- 3" 14 gage staple 19. Rofter to plate 3-$d common toenail (See Section 2308.10.1, Table 2308.10.1) 3- 3" x 0.131" nail 3- 3" 14 gage staple 20. 1" diagonal brace to each stud and plate 2- 8d common foce noil 2-3"x0.131"nail 2- 3" 14 gage staple 21. t" x 8" sheflthing to each bearing walf 2- 8d cdmmon foce nail 22. Wider than 1" x$" sheothing to 3- 8d cammon face nail each bearing wali 23. Built-up corner studs 16d common 24" o,�, 3" x 0.131" nail 16" o.c. 3" 14 gc�ge staple 16" a.c. 24. Built-up girder ond beams 20d common at 32" o.c. face nail at top and 3" x 0.131" nail at 24" o.c. battom staggered on 3" 14 gage staple at 24" o.c. opposite sides 2- 20d common facs noii at ends and at 3- 3" x 0.131" nail each splice 3- 3" 14 gage staple 25. 2" pianks 16d common at each bearing 26. Collar tie to rafter 3- 1Qd common face nail 4- 3" x 0.131" nail 4- 3" 14 gage staple face nail 27. Jcack rafter to hip 3- 10d common toenoil 4- 3" x 0.131" naii 4- 3" 14 gage staple 2- 16d common foce naii 3-3"x0.131"nail 3- 3" 14 gage staple 28. Roof rafter ta 2-by ridge beam 2- 16d common toenail 3-3"x0.131"nail 3- 3" 14 gage stapie 2- 16d common face noil 3-3°x0.131"nail 3- 3" 14 gage staple 29. Jaist to band joist 3- 16d common face nail 5-3°xp.131"nail 5- 3" 14 gage staple 30. Ledger strip 3- 16d common face nail 4- 3" x 0.131 " n a i I 4- 3" 14 gage staple 31. Wood structurol panels and particleboard:b 1 f2" and less 8d`�� (per KRM)q Subfloor, roof and wail sheathing 2 3/8" x 0.131" nail" (to framing}: 1 3�4" x 16 gage° 19/32° to 3 j4" 8d {per KRM)q 2 3/8" x 0.131" nail� 2'� 16 gageP 7/$" to 1" 8d° 1 1/8" to 1 1j4" lddd or $de Single Floor (combination subfloor- 3j4" and less $dg (per KRM)q underlayment to framing): 7/8" to 1" 8d° 1 1/8" to t 1/4" 10dd or 8d'� 32. Panel siding (to framing) 1/2" or less 6df 5/8° $df 33. Fiberboard sheathing:9 1 j2" No. 11 gage roofing naiih 6d common nail No. 16 gage stapie' 25j32" No. 11 gage roofing nailh 8d common nail No. 16 gage stapfe' 34. interior paneling 1/4" 4d � 3j8" 6dk NOTES TO TABLE 2304.9.1 For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nai(s ond 3" x 0.131° nails are standard 8d and 10d Gun noils. a. Common ar box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediote supports except 6 inches at supports where spans are 48 inches or more. For noilinq of wood structurai panel and particleboprd diaphragms and sheor walls, refer to Section 2305. Nails for wail sheathing are permitted to be common, box or casing. c. Common or deformed shank. d. Common e. Deformed shank. f. Gorr sion-resisttint sidin r casin naii. o g o g g. Fasteners spaced 3 inches on center ot exterior edges ond 6 inches on center at intermediate supports. h. Corrosion-resistan# roo�ng nails with 7/16-inch diameter head ond 1 1/2 inch length for 9/2-inch streathing and 1 3/4 inch length for 25/32-inch sheathing. i. Corrosion-resistant stapies with nominal 7/76-inch crown and 1 1/8 inch length for 1/2-inch sheathing ond 1 1/2 inch length for 25f32-inch sheathing. Panel supports ot 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panei edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casinq or finish nails spaced 6 inches on panel edges, 12 inches ot intermediote supports. !. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shal! have a minimum crown width of 7f16 inch. n. Far roof sheathinq applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spoced 4 i�ches on center at edges, 8 inches at intermediote supports for subfloor ond wail sheathing and 3 inches on center at edges, 6 inches at intermediote supports for roof sheothing. p. Fasteners spoced 4 inches on center at edges, $ inches at intermediate supports. q. Items �oted as "per KRM" have been changed fram the IBC schedule to a more restrictive requirement. ALL LUMBER CONNECT4RS IN QIftECT CONTACT WITH PRESSURE-TREATED LUMBER SHA�L HAVE A SIMPSaN ZMAX FIN15H OR EQUIVALENT CONNECTION SCHEDULE � SIMPS�N H5 Q SIMPSQN LSSU125 �C {2}-3/4"� THRU-BOLTS �D SIMPSON �SSU210 (�E SIMPSON ITT2.06/11.88 � SIMPSON i7T411.88 �G SIMPSQN LSSU12.06 �H SIMPS�N �5Q EA. SIDE I� SIMPSCiN ITT11.88 J(� SIMPS�N ITT359.5 (�K SIMPSON HU9 Q SIMPSON HUC41 {� Q SIMPSON JB26 0 SIMPSON U14 a 51MPSON IUS2.37f16 Q SIMPSQN HU14 {�Q SIMPSOM1I ITT9.5 ♦ : : � . � - A.B. A. F. F. A.F.G. ADJ. ANCH. APPROX ARCH, BD. BLDG. BLKG. BM. BOT. 8.0. W. BRG. CANT. C.J. c�u CEM. CLG. � GLR, COL. CaNC. CONN. caNY. caNST. C.P. DBL. DET. DIAG. DWG. D WL. EA. E. J. ELEV. ENG. EQUiP. EQUIV. EXSTG. (E} EXP. EXT. F.D. FDTN. FLR. FRMG. FTG. GA. GALV. GEN. G.L. GYP. HDR. HORIZ. H T. INT. 1NV. K JST. LAM. LLV LONGIT. �.�rwr. LVL LSL MAX. MECH. MAT'L MANUF', MIN. � NOM. a. c. OPNG. O�B R PLYWD. R,O. RAD. f'��F. REINF. REQ'D RET. REV. f�. S. SCHED. SECT. SH T, SIM. S.I.P. 5PEC. SQ. STD. STL. STRUCT. T T&B T8cG T. o. c. T.O. F. T. 0. L. T.O. M. T.O. T.O. W. THRU TRANSV. TS T`(P. U.N.O. VERT. V. C. F. W.F. W.P. W. W. F, WD. W/ w/o ANCHOR BOLT ABOVE FINISHED FLOOR ABOVE FlNISHED GRADE ADJUSTABLE ANCHOR APPROXIMATE�Y ARCHITECT BOARD BUILDING BLOGKING BEAM BOTTOM BOTTOM OF WALL BEARING CANTILEVER CONTftQL J41NT CONCRETE MASONRY UNIT CEMENT CEILING CENTER�iNE CLEARANCE CO�UMN CONCRETE CONNECTION CQNTINUQUS CQNSTRUCTION CRIPPLE POST DOUBLE QETAIL DIAGONAL DRAWING DOWEL EACH E?CPANSION JOINT ELEVATION ENGINEER EQUIPMENT EQUIVALENT EXIS7ING EXiSTING EXPANSI�N EXTERIOR FLOOR DRAIN FdUNDATION FLOOR FRAMl�JG FOC7TING GAUGE GA�VANIZED �ENERAL GLUE-LAM GYPSUM/GYPCRETE HEAQER HOF�IZQNTAL HElGHT INTERIdR IN VERTED KING STUQ JOIST LAMf�lATEQ 1�4NG �EG VERTICAL LONGITUDINAL I.IGHTWEIGHT LAMINATED VE�tEER LUMBER LAMIf�ATED STRAND RIM MATERIAL MAXIMUM MECMANfCAL MATERIAL MANUFACTURER MINIMUM NEW NOMINAL ON CENTER OPENING ORfENTED STRAND BOARD PLAI"E P�YWOOD ROUGH OPENING RADIUS REFERENCE REINFORCE/REINFORCEMENT REQUIRED RETAINING REVISION RDUGH SAWN SCNE�ULE SECTION SHEET SIMILAR STRUCTURAL INS�U�ATED PANE� SPECIFICATIQN SQUARE STANDARD STEEL STRUGTURAL TRIMMER TOP & BOTT4M TONGUE 8c GROOVE T4P OF CONCRETE TOP OF FQC7TING TOP OF �EDGE TOP OF MASONRY 74P OF i0P OF WALL THROUGH TRANSVERSE TUBE STEEL CQLUMN TYPICAL UNLESS NOTED OTHERWISE VERTICA� VERCFY IN FIELD WIDE FLANGE WATERPRC?OF WELDED WIRE FABRIC WOQD WI TH WITH4UT �;. ��: � . :�. r' ' `�' y� � � �> � F� �# �� �� 4 � � �'� ' i`; � � �� � , �� � ���''+�s'� .:„: � �5�j� 4 ".+���� , �� � ��,t ������ � ����'��` ��' ���,��i� �,-- s �,� � �°�° �,���,�° � ,�F ��€ � % ����i� � j oU � U .� Q � � '�-Q' °°o� U � tL o o� ao z � ���rna� � QpzMr�7 ° p u,�,re.r� t/� � t- � a� a� w .-..-. z � �t-�o¢ Q 'L ��rr�� {'- � CO (!} J .✓.� � v � � � � Q � ���r� U r, u� r� � j � � c0 � .- �G�� � °� «s� m � x p �r �r- �� pUt�rn � � .--,.-. � � _i Q X .,, o - r�. ¢ u� a_ > °�.,-' `��.-. 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ROQM) 1 E i{ � � _____ .^ __1__ ._ ____. _ — il— — --� � � ��( T J7 ( � 8238'-0 MATCH E cv I 5—� I 2 � -'�i`' � � )i � (VERIFY) �� I I T.O. {N) S�AB � I Q� � ( �� � II a _ � _ � � - � � �-�- �' '� � i I I ��.� ��� � i � REMOVE (E) CONC. I I WALL � I_ � _._. � — — -- � ^ _ .__. ( I � � � _ _ � ° _ _ _ � 1 I 8235,_0 _ — — — --r _ _ I I� T.O. (N) FTG. �.. I I I REMOVE (E} FOOTING AT � � <- � � {N) ELE`�ATOR PIT iij � I�T� I�i I � i� �' �� �i I � I I I l_ � J I I 1 � �� 3'—aX�'—oX�'—o co►vc. � � a � � I I FTG. W/ (4}—#5'sx2'-6 �._�_a_, S5 NOTE: QO NOT CONSTRUCT ELEVATOR PIT UNTIL FINA� COORDINATION W1TH ELEVATOR SUPPLIER FOR �IZE AND DEPTH AND �QCATION ( { � EA. WAY, BOT. � j � � � � I � � � 3'-4 3/4" � I 1 � ( I I i� � � `�i � � � UNIT 4 � i �____------ � 1 � �, -�� _ � � � � �. ____ � _�_._ ___._ � � .�._ �. � I ( � 8238'-0 � � I _.._.���._..��_...�_.. �.�_ � _.._� _ �._ _._._.I � ( T.O. (E) SLAB � � � 1 ____________�x.� _______�� i s ___. � _ ____ ____ ._._.� �- � � ._�___ � � � � I � S5 C��� ���I I��I il( I�) ��� {�� (�I II 1�� �i� i�� U�11T5 lii ii� i�� ��� ��i �i � { � � � i i {� � � ___.. ____ __._ _._. ._..— ____ ____ .� ____ � i i ` jii i��T������������n����u��=e�����1 I 1 � � � � 7 � � i � � �---- ____ � _____ � — � � I � �-- � � _____ —� I { ���� ��I II il �11` Ii�� �II� �II �tt , � L.� .� ...�. ___l � � i� _____ ____ � � � �.. �I � � �-- — — — --� {! � � �-'�L�T—��_.._._._.J ~�- ���_��__.�.. _� _��_�m._._»_�1 4 i"y__��.___����.����.._11_.���.��__��s`��s__�� ��_�..�n����'� i.____ _�__._ _____ � .� �� ___.� � _____ _____ � _.__ ____._ �. — � — ..� � -___� � � � ( E! i� I EI �1�� I II I I I �R ,� I I I � I�K�='� I I � I I �v_.��»�__---d�_..__._..__v_�—i I I I � !1 {I� �E �'I II �I� II 1�1 11 IEI II I� II �1�� ��� �%� N O R TN � I I E� /� /� rt' � 4 �� � � � l�'1 �� � �� � ��'11 V SCALE: 1 4„ ` � ,��,a �sy� .1 � l.._� P�AN N4TES 1. ELEVATIONS OF CQNCRETE FOUNDATION ELEMENTS INDICATED ON P�AN TNUS: T.O.W.=TOP C?F CONCRETE WALL T.O.F.=TOP OF CQNCRETE FOOT(NG 2. T4P OF FOOTING ELEUATIC}NS ARE BASED ON FINDING ADEQUATE S�IL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVA710N IS REQUIRED. 3. STEPS IN TQP OF CONCRETE WAL� INDICATED: �__�� -- 4. CONTINUOUS CONCRETE FOO7WGS ARE CENTERED BENEATH CONCRETE Ft�UNDATI�N WA��S UNLESS NOTED 4THERWISE. 5. CONGRETE FOUNDATIaN WA�LS ARE 8" THfCK ANI} CONTINUOUS F'OOTINGS ARE 8" TN1CK x 16" WIDE UNLESS NQTEQ OTHERWISE. 6. QO NOT SCALE DRAWINGS. � �-------� J ___._�_._ __�� �_____________._....---____ � I I I I -----------------J ____�____.___�----- � I � II I �;�� e �► ! (! �II �II �II !II �! � i� � I; I f 1 i 0 ��__------_�___��___.____�_��_ �___._____`_�_�._�_��______._ � i ---- ___--I I � If � �� � If ( � ( �_.______...__.__.._�_�.___..__�__._.___� i I ��� I { -- — _ _ _____� `� � f � �� � I I � If ( a � �ti \\ � �� � � (N) 16" BCI 6500 1.8 C� 16" � ij-i AS REQ'D � �� i U�11T 3 ���� i ii , � I� � II � SISTER {N) 1 3f4x16 �VL's �I x 8'-0 70 (E) JOISTS, SEE�,,, SHEET S3 I �i E �II� i��r � ���- • ,� AT (N) SLAB EDGE BELOW, �� � � � ADD CONT. L5x5x5/16 Wf �� �� ,--. ��o �� � � � 0 � �- a 0 � � � ��� �,� cMu WALLS BELOW INTERIOR HEADERS ARE: --���"..y iJ)°GJCIL++J YY` �I�-LXV..... . TRIMMER AND (1)-2x6 � !\IitiG J i L7Il �LA. JIU��.. �f YI . ........� UNLESS NQTED OTNERWISE __._�� �`".�._._3 f 4x16 LV� - � �+,, ( � � ,--. _ _ ���+ � �� I s� � __ _ � _ ..__ _ -- _� . � Il��� —=�....���.��— v�—___�`�---� .. ;�i4 � II ���� _ ----_._.�III �__-----__._..____ �� � �_____________.�___I 1 s �� . � _ �+`�+� i jN 1 _ � ; ��11� �I � TYP. � 1 f2"4x4" EXP. ANCH. tc� 16" Q.C. t � i � I � i a�i 1 � � I E� ( � � i I � , L__._.__._.____.__����____.. r..�.. _.. _._ .� � __ � �. ._.._ _. � ._._ � _._ _._ __ _ II i ? � s� . II II II �I ►I 1I 11 il �i � �_____________._.___ ���.______ .__�____._.__.___ I��I � , � (N� (� � � 3 f 4x16 LVL i, I , � 1 li S5 � __________--- _� i !� , , i _ _ , �� �"s�� �__�_ S5 �i ���� +�+ ,i :� 8147'-658 _ �II� � ; ( i I �� T� . PLYWD. � II � R I � � � �i ___��k� I� � (� __ _ �II� � I i i � I` I_I� { � , f ii�� ,�j � ; � �� _ �ii� U�IIT � !, i � � � �-�=----J _ ;--------,'� � , � , � «, � � _ _ �► � , � � �� _ _ ,��� .� i? � i� ��i� .� , __ � � ; F-! . _ ___ _ �iii �) � I � � � II t � , � _ � � _ __ 1-II � �) = I � � �II� , � _ � � _ ���� �� � � I f� I��I �� _ � _.. � _ � _ ' � ^ . .. . . _._ �N , ..._..._ J t_.. _ _ . . � . . . . ._. . ... . _ .. . . � _ _ _ �T_ —r —� -� — _�.,� �-�- =.._ �—._.�— �--- � -� �= �--_ = �—��► � � �.. ___ � �i� I I � k �I I E � I 1 !� I (l I � I I I I� I—� ---------1—II I� I � l_ ____ ____ .� �_ — .� � .� ____ �." I I � I I I E �� i I �I I I I� 1 V��'Y �E���� � NORT i I ����(� �F-'� ��� � �� � �" ��� SCALE: 1 4r, _ �>_�„ �—, � I � � �������� � �������s�s PLAN NOTES: 1. POSTS BELOW ARE {NDICATED: � NON—CQNTINUOUS POSTS FftOM ABOVE ARE INDIGATED: � 2. FLOOR SHEATHING IS 3/4" TQNGUE AND GROOVE APA STURDlFLOOR, EXP.1, SPAN RATING 24 O.C. 3. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 4. " Q" INDICATES CONNECTION TYPE — SEE S1 �OR SCHEDULE. , �t,� � ��F~ �� `* f��� � °� � : �'� �� � ��£ � a �� �:, � � � �� �'��� P� � $�� ����� r G, R ��������_ ��-� ����r,3�������` ` ��., � � � �° �`� :�`���� �-� �;.�>. ��� � � %`�;�� � � � � d N .� �- � � c° o � U � <c oo�«a z � �N��� i ii C �p�Mr7 o '` '` � � �`��a�cr, � � �}-�o¢ �`� ���=r��.� � cfl tn � �...,. � � � � � �� Oq�j ���r� � � � ���� �� ��'�� � x�,�-�- � � p�rncn m � � �jOX .+, O-1`�Q � a > °.�.'.�. ._ � . � � � r---1 � � � � � �---� � � � � � � � � (� r� � ,� � � � � � . � C� � � � � � .� �' � � � � �� �r--1 �� � .- � C� � � � � � � � � � � � � � � � � �°�"' �i � � designed by K�M f LRH drawn by �DN jLRN jSTR checked by issued PERMIT Q3 j2Q 06 �EVisE� 05/�� o� REVISED Q9 j13/07 sheet 0 �o� #a�a3-�3 �-__..�.mn__�.__��..._ .��_. _._ w.� __ _._��_.—� i� �_ �._._ __._..�.�__.� ��._�� _.__.__..._-----� � E i �� \ ij �� 1 I � � \ i f �, \ i � \ � �I 11 ► � � I I ► E � f, � � � � f 0 I [ � i � � � �._���_�__._�_�_a�e___._._�__----�-� �__ .._ i� (' ( � � — — — � OTYP. t � — --� i Ei � i � � i I� N 2x6 JO! TS 16' j� � ! ! ' � i �� � � E I � B QM TYP. I 1 II��� � �� � � � �Ily-------------------- I i � \ � 1 � ( ( � � � � � ( � � ( � �E � � ��� � I 1 � I � � I I I � �{ I( � � I � � �� 9 �' � iV v' .�, 8257'-1 1 J4 � � � I � o T.O. P�YWD. � � � ���i � � I S ` �E�I o � 1 E� � E� l ° { I � � ��tl � 1 f� � � S' �� � � � E� � INTERIOR HEADERS ARE. �i — — — — ~ ^— � , � � � �� � (3)-2x10's Wr (1 j-2x6 � � � � � � .� � � � �� I �k � TRIMMER AND (1)-2x6 � I ��� � � I � KING STUD EA. SIDE, TYP. � C �� 1 P E ��� i UNLESS NOTED OTHERWISE t� � { i � � SiSTER (N) 1 3 f 4x16 LVL TO {E) 16" ��� I : I f � FLQOR JOISTS Q 16", NOTCH LVL's TO '� �,+�° � � FIT TIGHT IN WEB SPACE AND NAIL W/ ��� i f � � f � � � � 3 R4WS 1Qd NAiLS � 6" O,C. ( II ! _ _ _ _ �� �. � � �il, � _ _ __ — E----___ t � " `�s �Ili .� �4 � ____. --- �I � � �'o `�� � � _ _ ---,-� � CI � � I � ,1,�,-k-��j � ii �- . (� )-1 3�4x16 �V� ( (� � 7 � i � i ,��i�► _ _ _ �E�i s5 � , � � � �� � _ (1)-1 3 f 4x16 LVL I 0 �� L I � G'� � � ' ' (( � I ►��� � �� ss� i�{(I � � X �,.�__ _ � _. . _ �� �+ Ot�) I � � FU�L-DEPTH �VL BEYOND ��� � S5 k i � �(�� ( ( � Et�Q tiF I-JOIST ( i� � _ _ _ -- � � � O I � ( l��l�'����._.. ,� �i TYP. �il� Il ---___ _� � � �I�� ._ _ _ �I �I � �II� t I _ __. II�� �� I� �' �II� _ _. __. � � ____, -_ ._ �: : : : : : . : I I �___-_!� � TY�. �II� � � -_ _ __ . « � _� �...._. _ �. __�� _ �__� _ ` �� � �. � � � _ _ .� � � �I � i� ii E __ _�� � oiii � I �r'"Qu I (�.. �. _ .. .. .. ..... ... ._. ... I. �. .. . . . . ( (� I � � MIN. LAP � ��_� _ I� ( I) ( � � � I� I � _,_ I� I C� =. ;-� __._ �_ = � �I I ( 1...`__._._�---__�_.._______��___�_�__._._�„�__�_� :� ,-� + �II� �. �. � � � .v .� � � � .._ � ._. _ �. ._._ _._. � _._. u �.:_ � v.. _.._ . .� _.._ � _._ � L � — � �-- _ �1_i `�, i ��_ U� �`�L-1� E I� ( � __ � C �� � � 1_ � _ _ n � {� I �j--_____--_------� I� �._____._�_ __ n II �11� � � � . � II �II� �� � _ _ � _ �� �---I��� _.__. _ _ _ �,_ _ � __ 1I �II� �1 - 11 �il� ���. _ _ _ _ _ C° {I �IIf _ ���� _ _ w _ ii ri{i � � � .. _ _ I __ _ ,--- _ __ _ I I � N � �� i I{ �il� �" _ . _ I _ _ I I ' II 1 � II �II� (�� � _ __.. __ _ � . _ _ I I � II' ..�, . _ _ _ I I � I{ ��I II �li� (�v�_. _ _ � _ I! G===�II� Iai�.. _ _ _ _ Il �II� _ _ f� - �� =_.�._�� �_n��������.��T� ��� ���� � i �Ile �---�� �`=J �I ir I� I� �I _ .. .__. . _.______ . _ . ..__ _ _ _ . _ � 1 _ �� I� (� �J u p I� ���'Y T�l�(�Q NORT I � ����R �1� l�1'� � 1 V� t-" ��� SCALE: 1 4�, _ �>��„ � i I PLAN NOTES: I 1. P4STS BELOW ARE INQICATED: NON—CQNTIfVUOUS POSTS FROM ABOVE ARE INDICATED: � � I 2 FLOOR SHEATHING IS 3j4" T4NGUE AND GROOVE APA STURDIFLQOR, EXP.1, SPAN `� � � ^ � � � � — — — � ^ � � � � RATING 24 Q.C. 3. WODD BEAMS, EXCEPT HEAQERS, ARE FI.USH WI7H FLOOR J01STS UN�ESS NOTED {pROPPED}. 4. "{� " INDICATES CONNECTION TYPE — SEE S1 �OR SGHEDULE, id � �—� � �.e� _�.^ — v_._ �_�._�_—�� ` �\ \� ( � A i �� �� I �� � �� , `� 1 I 1� I I� I I� I i� I I� I !t I I� i ii I 1� UN1T 3 (2)-1 3/4x9 1/2 LVL � 1 1 f 4x9 1/2 LSL RfM Q � (r , � TYP, ' ^� —2x14 1 3/4 x 9(1 /2 �VL's C� 9 6" CANT. ENDS OF (N) LVL's (� TYP. +`° ' /� F '� ��- zx� o / W 12 x 40 � TYP., �� L(� INV. Q INV. , '� ��` � I) I �8266'-5 5/8"} (�TYP. I �� 1�,- ____.�-E) 6�L�X�� ��2'V, c.��{a�o���� ��J c���r. i I ����- — — = _ -� — -i-I __._��._.___�_.�____.�_ ��,� ! I � �) I REMOVE (E} WALL BE�4W � � � � � : 12 � .� ` ( � ��) I AND (E) DROPPED G,�. BM. S5 ti\\ ( I ���� � �ti ` I I 1��� ti� �{�� \� I � �� � {E) � a° �r�i c� � �" � I I�) ( 82ss'-7 7 8 6' ( I � �� I �T.O. PLYWD. '�s, � ���� +s I ( E i W8x28 8266'-5 5 8 � � CONT. � r , t� { rn ,-..�-, % � i i.�� ,=, , . . . � � �) 1 REMQVE (E) BM, i��� � (�) � 3/4X� � � /2" c.�. t��o����) I��� �� �� ilil �lil II( I �� � (1)-1 3/4x9 1/2 LVL ---° � II I �-- � i�� W8x28 (8266'->5 518) , ._ � � li I.�Q ' 6 J(, TYP. � �,_ �+~ III �` � ��'�+ � I! I s5 j� j i{ I (�} � o" ��ao� �asTS c��" I �III � i��i ( ( I I � ( ( ���� � - - - - - - 1 ! ( �� � �REMOVE (E} BM. 1 � il I f �NI i �( W8x28 8266'-5 5 8 � _�� tis � � ��� �� �--------------�----���__.__._11 s'�+ S,� � � - �+� s � , I s� S5 OPEN TO SEL�W � JQ TYP .� {N) �OCATION OF EXTERI4R STUD WA�L �/ V � � — PACK OUT THES SEaE OF WEB �OR INVERTEQ JOIST % HAtVGERS EI �I �I �i � �' I! ��»�=�^�����_�� I� , ( ( 6 � � s5 ���. �' � s�+`�+ � I rRl I I� ii ii � ( � �I I� I� �! ►, ► � �s�,� I � �`�+� I� � I� I� I� i! l� I� I� I� I � � r� / f r) r� �,< � � � f �� { I i �> � � i� I I � f,�;, ,��' � �_____ ii � ` v �T��^� ��-���v�-���-����--� �=���-.�=������w�� ���i T�.����J la I� !E I� I� !� I� IE I� IC I� I� �I E VV F� O U i� TN N QRT o; ��� �� i� �R A M I N G ��� � SCALE: 1 4" = 1'-Q" �� P�AN NtJTES: 1. POSTS BE�OW ARE lNDiCATED: G Uf�IT 5 �i �� NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � � �"" �"" � �" �" � � �" �" �" �" W � � �"" � � �"" �"" � �""" �"" � �" � � �_________._.____________________ 2. F�OOR SHEATHING IS 3/4" TQNGUE ANQ GROOVE APA STURDIFLOOR, EXP.1, SPAN RAT(NG 24 O.C. 3. (XXX'—XX"} INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE �LUSH WITH FLOOR JQISTS UNLESS fVOTED (DROPPEQ). 4. "�} " INDICATES CONtvECT14N TYPE — SEE S1 FOR SCHEDULE. � � �� ��°c ` � '� °j�` �, <� �,.,� �� c,�j � b � ` f ���, �", �a " `i � � � ; -. ��� �� � `� � ; ,t � ` ,¢ �� � � '� ��..'� �� � `` ��` �� � � ���� ��'��`�� � `.����� �'� �° �,�� , � � r� � i � � �,: � ���.w�� � � � �- ���' � � :f J��t, � } � � Q N .`h � S �Od- � � d a o0 00 z � ��.��rnrn � �i � �p��r� ar`` '�'' U) � � 'n � c� rn E' � � � � .-..-. � � '''�i-�od �'� ��—r�� � cc� cn � ..�..,. J � � �' �rn d� � � ���� � ��c��- � � ¢� l i � a7 c.� �, x � �t- �r � � ���rn � �__iOX �.,r c�-�.¢ �ur d > � ti: � . � � � �"'-'� � � � � � r--a � � � � � � �� � � � ,� � � � � c;l,) . � C� �/_�±� P�"°'°t � �T �� r � � � �..� � � � r--� � � � • �..� � .� C� � � �""� ►�,. � � � � � � � � � � � � � � � � designed by �RM f LRH drawn by JDH�L�H f STR checked by issued PERMIT 03/2a/Q6 REVISED 05/12 f 06 REVISED 09 13/{�7 sheet 0 ,�o� �o�o�— � � � _ _ � _ _ _ � _ � ' _ .� � _ _.. ..._ � � � � ___. ____ "' � � I � � I � I � I � � � � ' � � � I i � I � i � � ( f I I � �) I � l I{ �I i � � I ! � I� � � �4 i { I{ i � 1 I� �f i � CANTILEVER J�ISTS --� i I � � � , I� �II` I� �(I �I ��� i� !Il I� �!i !i {E{ I� �II i� �Il l� �il I� �il 1 61 {� �{I I II �� ��. � I ��1 I � ti4 II I �� I I ; o�+`� � il !� ��� �II , ii ��-��,`' �ii I1 4 �Il �i i�� I� �il �� ��� � �� I� �ll I� �`��I � I ���� 1 il { �g i I� �`� �Il (i �,�,1P,� r,\ ;�{ I � �~ 2+ � !I I � �f 1 i � `��'+� � ii iE � +���ii � , !E �'�%'� �i �.r-/-�' ,'� �`/.��� I_���.����A�.n�����.����`'f'.�!�'`��!`�',�J..��,. ,� � � � � � � � " ` ►r►[��.� 1 1/4x11 7/8 LS� RIM, TYP. C�i�1��L�3lI�7�.'�� 1� �! I i ► �------ �i�, ____ J �l I 3��� I��I � �►, ���� le�l I 111 I � � , , - ,��,,� ,� .�,a , J , � � f' � f``,, I(i � ��r �� I ' I I( � �I� � { � � � � I I( � (; � � , I I Ii � ! � 1 11 � � � � ( iii� UNIT 5 � � � I III� --T � 1 I{ � � � ` l I( � �� (E) 12" TJ! ROOF �RAMING C�? 16" ' II � �' I � , �� II I'•' I i �� i i � � , EII I � , ��� I��( ( � � �i� € II � � f; I ( ( ( �^.v= m.����� '��� =����n��.��4�^---- �T ��4:�s� _=� �� �_� �v—��.__��__�.�--�`_ _I IE IC Ik If �-I � IC IG �, NORTH � � � ��� � SCALE: 1 4-" = 1'-0" I j I� I� 1. P(�STS BELQW ARE 1NDICATED: NON-CONTINUOUS P�STS FROM ABOVE ARE INQICATED: 6� � 2. F�OC}R SHEATHING IS 3�4" T�NGUE AND GR40VE APA STURDIFLQOR, EXP.1, SPAN ( (_ ` .._ T � � �, � _ � _ _ _ _ � � ` _ � � � _ � __ � � � _ RATING 24 O.C. �_.._.___.._�4.._._____._-----���.__.��____.e-- 3. 1NOOD BEAMS THiS LEVE�, EXCEPT HEADERS, ARE F�USH Wli"H FLOOR JOISTS UNLES5 NOTED {DROPPED). 4. "(� " iNDiCATES CONNECTiON TYPE - SEE S1 FOR SCHEDUL.E. 5. NEW F�OOR JOISTS ON THIS LEVEL ARE 11 7j8" BCi 5QQ0 1.7 � 16" O,C. UNLESS NOTED 4THERWfSE. � — — — — — — — — — — — — — � {-----°---'--------—_..��e�«— __ � � __ ��el I I I � 1 I 4 I � 1 � � I � I � ( If I + I I ; I I I ' � � � j I� i { (N) 2x12 LOOKOUTS @ 24", TYP. ( ; � �-° N C0�lT. 2x12 �( ,,�\� �,�q� Q TYP. C� RAFTER 8c STRUCTURAL I' � +� � LflOKOUT BRG. SUB-FASCIA, TYP. (� � 3-1 3 4 11 7 8 LVL � � � � � � � � �'� �.�� --- � � ° � � � y f N) EXTERIOR HEAQERS ARE: .� _ _._.__�_____ , ; to BENT HDR. _ ,-- � � � � — — — — — — — — — — — �k F, � (3)-2x10's W/ (1)-2x6 IlI „�t �\ �`L�' �� ,� TRIMMER AND (1}-2x6 (i 11 I � � � � S,' ^� qy � �� � `- , � KfNG STUD EA. SIDE TYP. l Il 1� Q. `� �+ �� ��,� _ ��. u tv �E s s_.t� O�FE�-.._���t=►��v�t� Il II I I c.>' '� .- �+ r "� °q�� a I Ii I �'� ,-�. �` _ '� � QD TYP. ( ; i ,�. � ��� �i (1 II iI < < � � ��,� (I II ��C :� ti .� � _ �w � � :r � � � �_.. �. _ _ -_,-� � �°`-~°" ! �I I � � �� ^ j � 2x6's � 16" � _ ��,+� �.�- ( � ��r' I�� �� 'FFQR M�CH. Riu� +� II I �, � �, (I II I +s � ' (3)-1 3 4x14 LV� CONT. I� (� � � (DROPPED IDGE) { II 1 E �� ��� �� � l � 1 I I! I � �r- � �o�`�"�' � 1 III � ��� � I —_.._.���� I � II1 � ,' ` i `�;''� € ! ____._.______._._____ ( l II! ' `� �- ._._____�_._..._.____._...__ E II I ' ' f � �q ; '`�` �' �'�'� � II I 1 U N I T 3 ( ii ► k ; ,��, , f ;,ff ; ; - __ .f� � t ; � �- � � �i � i ii � `�+' �'� ' r � ��"j �_ � �i � � ,�� , � � C (— t., � � i� � ��,?�aq, f�� �'%'� _ �r f %�'` _s _ $ � ; � �i � +� � II I ,� �� , ,� / �� �;' ,� ' II ,ti � �� � � � � !,; ; I � s � �+Q II I , �f `'�% ,�1����'��� ��/ ' ` II I� II � a TYP. ,rf`�;'�(Nj _�4� 1_ _3/�X 1m� 7/'s �vi�T.�. f__ _ � I(� � � � �:���' � ' � k , , II I' S��,G�ERED) � � ° k II � ( : � il ! __. �� -- �_, _ _.____... .__ _ _ ..__ _____ �� �� _,��.� �.� _, ��± _ .._ �� .�._ ` � I( � + _ �. ( I III J ��1� �, i �If� k ( II ( �_ _ __ _ . __ _ _. _ --- -«�- ----. _� __, _�, �_'-��_--. . .�_a_._ _ _� __. __ i � II � ( k I III , � A � II� 4 II ! � � � II � _a _ _ _ . __ _ __ . � � I ii � _ ___ �_ � _ _ _ _.___ _ _ ______ _ ; ; i i� E } II l �; _�� � � II � ( I � II � � `�D TYP. II � _.. __.. _ ._.._ . _._. _w_ � �__.. _.,._-- _ _______ ._ __�__ _ __ � i � I (, � � � II f II � II i ( iI ( � ii _ti+�_ _ ____ti+� __ _��� __�+� __. .__. . _.. _ �+� � �i i , � , ,,. — � ii � �, � .� � �, � G� �' � �,, � ii i 4 ''� __L__ �i � 3-2X�� _ .�._ ,� � zX�o;.. _ , (�li� � ____ � — 0------------�—I-�-4-�~` .,� � � ' SI.OPIfVG H�R. SLOPING HDf2. _ ' ����� — — — — — — — ' � � � — — — � � � � � ���� (� I `�` `� .,J ( CONT. 2x12 STRUCTURAL ( I I � i G �� SUB-FASCIA, TYP. �� I � I � � (I��! � { � � I � H � I � I � � ����I I f I � � '���I i I � I � ���I I I �1 1 � � � �ll� il I�! ��I� I � I I ���j I�G i l I E 4 I I��� I�I � If (-__-__-___.___.��^�_��_._�__.._.__.._.._�__.�___._v� � -J� ( �---- -- -._�-..__�..___�.__.��� .�.__.�__.._��_._�...__��� --- � �__��.____�^���_�_��_�._---�_�_._._��._._._��_�� I � I I I� I II �I� I I { I ��NT �J I (I �I� I I I� � �� ill �____..._�_��_.__�e��`�����_� { � � ` � � I — � �I NEW HI�H ROC�F- NC�RTH I; I; i �� 1�� /`-i►� 1 V 1� 1�� �� l�� /`-� � � G A LE: 1 4„ i,� ,_ �>, � j 1 i 1 II ��l PLAN NOTES: I f � 1. POSTS BELOW ARE INDICATED: ,�; NQN-CONTINUOUS POSTS FROM ABOVE ARE INDlCATED: � I( � I� I I� 2. RQOF SHEATHING 1S 5/8" APA RATED SHEATHI�lG, EXP.1, SPAN RATING 4Q/20. I ( � ` ( I 1_._ � � .,_ .� _m. � _... ._.,_ _,_ � � � � _. � f�.____.___ _..1.v__....___..___....______.____ 3. " �" 1NDICATES CONNECTION TYPE - SEE S1 FOR SCHEDULE. �� L ^ T __� 4. ROOF BEAMS ARE FLUSH FRAMED UNLESS NO7ED AS (QROPPEQ). � � 5. AL� R�OF RAFTERS ARE 2x12's @ 24", TYPICAL, UNLESS NOTED OTHERWISE. I I 6. �C� INDIGATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF ROOF BE�OW, WITH 2x4 CRIPP�E POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH �, ,�-�,�� . . .r . ,�., .n.-� >-* �� = ��. ,,<� � � ' . i ���� � { � �a`+ v�� �� .= t � �� c�,.n;. ,> ,.� , ��` c� 6 �� �� ar ^ �� . ��� g { � � 3 � �fi ',��.n , ip..?.. i' tl#v � .,� `^h't.� t � "l 4. '{ �`l�` `� : ,.�',. ``^�...w..�......... -. � �„ �� � },�,..< ��„�� � � '�`�aiai � � � � d � '� � �u � °�o¢ � � d O oJ a0 z � �N�rnrn � aQZ�� U) � ��Q�� �" � � W � ,-.,-. z � ��-�od d '� ���=`�� � � ����� J � � � �� Z � U � r� ��"�� r�� "'��r- '' `�' °° o� a� ,� x p �r- �r- �U p��o� � ��o� � �, o-r�Q � n= > °�.' � � . � � � � � � � � � � � � � � � � �� � � � , � G� � � � a� . � a ��� � r--� � � � � � ��� ^ � � � � �� � � � � � � � � � � � � � � � � � � � designed by KRM jLRH drawn by JDH�LRN STR checked by issued PERMIT a3 f 2C}/U6 REVISED 05 f 12/a6 REVISED a9 �3/07 sheet �og �a5o�—� � REPLACE EXSTG. CONC. S�AB = no � �. d a 4 � 4 � �v #4's @ 12" EA. WAY #5 [?WLS, x 24" EPDXiED INTO 3/4"� x 6" HQLES C� 12" O.C. IN BOT. OF EXSTG. FTG. I d � I ° I � Q a #5 DWLS. x 24" EPDXIED INTO � a° ��y� r 3 j4"� x 4" H OLES C� 12" 0. C. ° ��`i�`i�; 4 ���%��%��.\ �\\���\���\'�j�\. � �i��i��i��i� �������� a a � d� � � — _o� � � d a d a d . a� � Q p d . Q � � , � � a t0 a ° ° a a � a c � � � o � \/j\/� ��`��` � — — — — — 4 \��v�\\}j\\�`\\L_ � � �����{����.�� :���<���� � EXSTG. FTG. d �} e a Q d � d a 4 n o � � 4 � Q A � � 4 � � .. a -Q � � a 1'-1" 4 e DWL. NEW FTG. TO PERIMETER a QF EXSTG. �TG. W/ �5's x 24" ° a- Q EPDXIEQ INTt� 3/4"� x 4" ° a HOLES C� 12" O.C. d d 4 d � ____ a � a ° � ° 4 0 � a Q a 6 � � a a p d a .. a � d � a Q . . . . . . � , . � d Q � . � a . . Q. . .. . � , a Q d ' A � . ' � . � 4. ' . � . C . a a _� ,� 4 a ° ° � ° a a Q. � . . a � . , a � . . . . . . d . .a d . � - . � "� #6's C�? 12" EA. WAY EXSTG. FTG. IN NEW FC?OTING 2x6 STU DS @ 16" 0_ C. ---------� W/ 1 f 2" P�YWD. OR OSB SHEATHING -� 8266'-7 7� 0 �YWD. ___ __ � _ .__ _._. � TYP. �� � - -- . . . ��_ � i� ri I \1 i ( ( \ i I� �6 �� REMOVE (E) G.�. BM. {�} � � /� i—��isTS, VERIFY WI(�iH Ft?R JQI5T NANGERS #5 DWLS x 24" EPDXIED - INTO 3J4J'�b x 4" HQLES fl 12" 0. C. REPLACE EXSTG,� CONC. S�AB � �t- Qo 8 N �4's @ 3 2" EA. WAY CO�IT. L5x5x5 j16 W j 1/2"bx4" EXP. AfJCH. C� 16" �.C. Qi�v. WA7ERPROOF MEMBRANE%WEARING SURFACE PER ARCH. {N) 1 3f4x9 1 f2 �VL's @ 16" {N} W12x40, PACK OUT EXT. SIDE 0� WEB FOR INVERTED JOIST HANGERS SCALE: 3/4" = 1'-(J" I � . � � ° � � a i '�`�---(E} 12" �dNC. WALL I ° i � � � #5 DWL.S x 24" EPDXIED � �° i a�vTa �/�"� x 4" HOLES 1N E d I BpT. OF (E) WA�L -� ° d � ,\�� 1�..... I���`�>> i�fi�i� VERIFY 4 ° ��� B.O. W. {E) ��{\�f � 4 d \��r 4 0 1�" SHOTCRETE WAL� �>, �» A ° �6's C�7 12" NORIZ. & VERT, Q � a �. a a �� SEE SECT. 10 S5 FQR FOOTING SCALE: 3/4" = 1'-0" � 16" SHOTCRETE WA�� #6's C� 12" HORIZ. 8c VERT. #6 D W�S x � ° � 4" Q. C. d- 2'-0 8237'-0 ,{� T.O,F. (MATCH EXSTG.) SCA�E: 3/4" = 1'-0" (N) HSS 3x3x1/4 � BASE � 5/8x10x0'-10 ---------�, W� (�-)-1 /2" � x 10„ A.B.'s ON 1" MIN. SHIM 8c NON-SHRINK GROUT � _.._d.__._ � a .u_r�� a Q a � � ,.� KNIFE �['-1%4"x8"x0'-10 1/2 W f (6)-3 f 4"�b THRU-BOLTS NSS 3x3x1 /4 SIM. CONDITION 8257'-1 1 /4 � T.O. PLYWD. 1 3/4x16 �VL �, 8266'-5 5/8 1 J2" EXP. MAT'L, TYP. SAW-CUT (E) S�AB FOR (N) FTG. Q � tl � v q � � - � �-� d -�- �---� - - - _ Ao oA.�`o. .t?� d- _I�..; I�. \/���\�/\/\>> �I �I %�/���� �� O rf ;f��• ! ,: � c-�.� �-i �— s • �j ' SEE SCHED. FOR REINF. -' EQ. �_ EQ. SCHED. WIDTH � J M SCALE: 3/4" = 1'-0" (N) NSS 3x3x1/4 E � �� �„�....--��--- ( E) P�R TY NdA�L !' (N) BRG. R-3 j4"x3 1 f 2"x0-10 � � W/ (2)-3/4"�x6" EPDXY ANCH's � { ON 1" MIN. SHIM 8c NON-SHRINK � 1 GROUT ( I li 8238'-0 —�"'_���.. ae ��I� �d�_.._v�. — o d a d. � T � _ �v� u ,��._ � � _. _ �0 0 � � ��`f�\����\� Q �,�����\��\��\;�n .0,�������_ � ���a��� �' 8237'-0 ,{� � a d � C (E) T.a.F. i a a ( I °° ( a 4 �._._���__°� ��� SCALE: 3/4" = 1'-0" HSS COL. ABOVE AT SIM. Wf BRG. h' TO MATCH CAP R BELOW 1 3/4" I \ '--W8x28 1 � �—CAP �('-1 f2"x BM. WIDTH X o'—� w/ (2}—� /2"� TNRU-BO�TS HSS 3x3x1 f4 F�fi O O O O O 0 o A o 0 0 4 o a o 6 3 j4x19 1/2 G.L. REINFORCED W� 1 314x18 LVL CUT OFF {E} RAF� 8275'-9 5 8 T.O. PLYWD. (N) 11 7/8" I-JO I-JOIST B�KG. BT' {E} 6 3/4x19 1 f � r� SCALE: 3/4" = 1'-0" �i 8238'-0 -,��— Q (N) OR {E} CONC. S�AB #5 D WLS x ° IN GROUTED �.� CE�LS C� ��r 32" 0. C. BRG. SADDLE: SIDE �'s-1 f4"x4"x0'-9 W/ 2» (2}-3/4"� THRU-BO�TS, BRG. R-1 /2"x4"x0'-8 1 f 2 � � � � ii .— I \ 1 I ( X ;�, I—/�'c � _ �� �t- � �7 �t- - HSS 3x3x1 /4 1 j4" SCRLE: 3/4" = 1'-0" � a d ► • � � � , 2x6 STUDS � 16" O.C. W j 1/2" PLYWD. OR OSB SHEATHING SOLID BLKG. BTWN. JOISTS (E} 11 7/8" LVL RA�TERS � \�� �. � � � �.. � � ~ ~ \ \ \ ` ��� �� �. �. �,.. � � � �� � ` \ REINF. (E} G.L. W/ 1 3/4x18 L.VL W/ 3 ROWS OF 5" LEDGERLOK SCREWS C�7 8" a.c, SCA�E: 3/4" = 1'-�" �82�s'—o � T.O. PLYWD. (4)-1 3f4x11 7/8 �VL 9 1/4" 4„ 2 3 j4>, � d- '�,, M � BRG. SADDLE: SIDE R's-1 f 4"x7"xQ'-8 W/ (1)-3 f 4"�b THRU-BOLT, BRG. �'-1/2„xi"x0'-8 � �4>r � Hss ���X� /4 SGALE: 3/4" = 1'-0" cJ'—�" a '� � (VERIFY} d °i f (E) G4NC. FNDTN. WALL--'"`"�'� °a i ' Q ' !a C � � �, ( C4NT. BOND BM. � a� W/ (2}-#5's CON7. 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Mii5t��3C5N1 l�C1r'�h[C� i�C�UI'� �'1 �F"�r"-i�181�F�'�IU-� . �;AC�IANT �t�N� ����DUL� MARK D�SC%!PT(ON ���ECT1V� F3i"U11� �TUlt1 GPM TUBE TOTAL # UF LOOP P,P. t1�ADER FLC��(�. �� � � �, ��� � �'�"`� � � � �����' � � ��i�� � �� � AR�A {�F) i'ER SF C�NTERS L�NGT4--! LC?QP� LENGTN� (FT) SiZE COUER(NGS f�Z- I GARAG� 3! 4 G34� 20 0.7 I 2 3 I 4 2 I�7 I.0 3/4" CONCRETE R�-2 SK( ST01zA6E �4Q 268� 9 Q.3 I 2 304 2 ! 6Q 0.2 3i4" CONG(��TE 5Y�'t. �18� �.C7G�41"1C�N FIN1�H AGC. M,4T*I�IF. � MUC?�3� �Mx4i�K,� RZ-3 N�W ENTRY G I I 227 20 4. f I 2 � 1 I 7 I C3. I 3!4" TfLE f�-�1- MA�TER �3�D #2* 356 6820 I 9 0.7 8 53�1- 3 I 88 t�,6 3l4" CARPET j� CC��7�1�. "���'1.��, 3� ��r.�F�� i���#��C'r(�N R�-5 MAS�'ER 6ATt1 �#2* 1 I 2 1 I 4�`� 1 O 0.1 8 I�8 f I 78 O.2 314" TILE V �a��'�'�'.Y ��'.�7C�"' �13I ,����--4. �.�'�� �i'-�'�'-3 C�Z-6 MEDIA, LAUNDE�Y, �AT�#� 395 2736 7 0.� 8 593 3 208 C?.1 31�-" GARi'El', TILE COC��,,'I�. �'1`Cl�� �Q��'3�.� �-L,��Tlt�i BL,4t��� ' RZ-7 DiNIN� 3 18 696t? 22 0.7 6 636 2 328 2.3 31�-° WC�(�D � 5U�'�'�.''i� u1,4�..L.IG�I�..I1�C� U!/ ,�i�t ;{-}. �.�'.�. Zi2 }�� ; RZ-8 KITCt1�N, 3RQ LANDING 23 � 2443 I 1 0.3 I 2 23 I 2 ? 26 C�. 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