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I. � ��� I.la� r�-w ►�� -- �I � G,�'.I GICAT10N6 �-1. ____ -- - - Li'PJR�+ 13E'(Of� � u �I � I� - ��� ��Z II �ll�, — _ _ — _ — =_ -�-- �tl�ltl�l- M�s �,.�,G.� I � Gl1a,v�e�r �1�tMIC� 1' - �� - ; � �I ard yy �r,�.r�o� �'q� t� r.�a�► -- — ----- � r � I,� �-3 �� I� I �iu u l�R 6+T� I� i � I , _ - - - _Y I � 'I I - - - _ � -D � I d GL� � G�l1�F�'� � ; - � I - I ' '� : � -- - � , i i � i I � II I � � II ' � J � II� III� � II� ��t����iNb 1� sihs • I I i � � I �Il � � h � � � ' ' i 11� p�(�Ra4v�, � �it'w�CfuftM, 9l�►.�S , � I � � � ' I � � � ) � / � � I I I I � �j��� � � �C � I � � ���ir'� f�ttf � ` �.,� I � � � iva � �-r1r�l % ° � I �'�� ��� C/I � � �- �a�T-� � � � �I� � 11 � - � /� - I O � � �� , ARCHITECTURAL SPECIFICATIONS � �li . � I � I � t ) All eaterior finiahes auch as siding , fasLia and paint � II I ��� finishas , etc . to match existin9 conditions . 2 ) All interior finishes inc7utlin9 but not limitetl to windows antl � �� II I •dc�ors are Co be coordinatetl between ownef and contrector . i ' I � i � 3 ) Water- proofetl sloping deck pzr Section A shall be constructed � � ' i � I of sloping sleepers over 2x8 ,7oi6ts . Apply EPDM rubber membrane� i � over plywood ( minimum slope of 1 /4 " per foot ) . Protect rubDer �I ��� �� i I membrane from ultra- violet and install reversa sleepera above with I� �� 2n6 redwood tlecking . Manufacturer and instalter of EPDM membra��e i i i I �� - 1 r 1D ears minimum . i � Il ��i '� I� � � shall warranty work antl materie s fo y I I i . I I '' � 4 ) Crawlspaca of secondary unit must be ventilated in accortlance , II II I I I I t�Q � � wjth 1988 UBC through stair land � ng to exterior . ,II ,I r-II-� i i 5 ) Cedar shake shin9les for new roof are Lo match existing and be LJ LI ' warranted for 10 years ( m9terials antl workmanship ) . � � � � � �� � � ' � � � 6 ) Coordinate a71 electr9cal , plumbing a�sd mechanical includ � r.g � �� � j � � � � ' i `, +� �, � � i � i . � � 4ixtures between owner and 9eneral contractor . � i I � � I � '� II ❑j� 7 ) Contractor shall be responsible for all coordinatton of � subcontractors and coortlinatian of various parts of workirg I � - � -- drawin 5 . Report all discreDancies Lo owner a�d engineer . � � \ � � � � ( 9 i � � `I I � I � � II B ) Coordinate 9uartl �ail and hantlrail details with owner and I I � I � � . � i I � 'il I construct per 1988 UBC , � i � � 9 ) Sheath a77 interior wall and ceiliny �urfaces with 1 /2 " I � � II � dryWnll , DroviGe 6 mil vaDOr Darrier between Slneulation and I drywall . _ 10 ) Ineulnte all walls with R- 19 fiberglass batt insu7atio� . I � (I 11 ) Insuiate all rooFs with R- 31 fi �erglass batt insulation . 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Subm � t copy of report to O � ' en9ineer . a 2 ) Ati foundation walls aroU�O pertmater of � res � aence shall hnve mimmum 4B ' fro5t protection . 3 ) Ail concreCe must attain m� nimum comprec- , t- - - - - - - - - - - -r- - - - - i - - - - � i s � ve stren9th of 3000 psi after 28 tlays . ' 4 ) A11 reinforcin9 Ste81 ie GraCe 10 unlese � I I � nI I �I j specifieG otherwise . I I r , �� '�,(� �Q�('`a �� W/ �# 9' 5 ) A11 7umber sna11 Ue Doup- Fir �2 or � I � I � � � I " ��O � � better , excBpC rtolmani20C 1WnDer which � I _ I � I ,I _ �� � � �/ � ��,.� is Nam-Fir �2 or 6etter . � 2 � rA'� �b�i � 5 ) p � � ' 6x " , " gz " antl " lOx ' t �mbere shall � \ i Ga G��'..9- F + � s • c� batCer , memb9r5 cioser � I _ /�wI� .�1y1� rx� ,' the� � 8'� [o graoe or eHG�6etl to Lfie - � ' � `�., ' I ' ' / � T� '� �/ � TI � V�� �oil exCerior shel l Da treaLeC acwroingly . I � C� ✓.fLrY_ �j�, �(h�� �j 7j All Glulam beams ehell De Ooug-Fir � � Q �•rr�� � "�-•• v ( fb=2600 P6i ) . � '0 � I " � \ � I 8 ) SLrucCUral steel sheil be A36 , anchar • �� N bOltS anA bolts sh811 CB n307 . � N � � � � , ` 9 ) TJI ' s antl Microlams are as manufacLureA Q � by TRUS- JOIST CORPORATION , see sho4 � � � � � � I araw � n9s . II I � � �� � � I O � I ��� I t0 ) Sneatn floors with 3/4" plywoo0 or � � V �ID� I �� � I I I ' oriented stranG 6oe�tl witY� min � mum span ^ O/, � I — � rat � �9 of 40/20 or better antl glue w � th i � �� v PL4J0 . Nati plywootl Mith tOtl i 8 " oC � a ' 2�I� �„ I ^ , � � � II 1 ' � � L'rf�.A �+' unles5 o[herr � se sPecified . Cover dBCks � � � � ���� �w��� ���� / with 2x6 ReOwootl w � th 2 screHS �er ry i ` _� Geenn9 Do� nt . L �/� /Ci ,� M . � � � � .- - (�� � N — � " ed tra 4 �oard w5th m�m mum span rating I� i � ��/ AI _ i I ' I ' � � I � � �J � � � � of 32/ 1B oI betLer . ��` �/ � I ` � �� �� J I� �� � I I � ' �I� ��� I � � I � �� I�I I I' ' � 12 ) Sheath eil extor 'tOr wells w7th 1 /2 " N , p7ywooC ar orientetl acrantl Doard with � i minimum sDa� rating of 24/0 or betLer . I � � � ''� �_ k � Nail with 10A Y o oc at panel ed9es antl �•• • � N -- I ` I � . I I I I I � `� J .... � I ` ` 13 ) L1ve� loeCS� usetlmforatlesi90 8 �/�� '� a33�N� ��• 0{� ` � I v -ROOf-80 psf snor . J � 4 � � � � ,,p ^ I � I I - Floor-a0 psf resiaential . � J \� � `�+, � � — �t_ C1�' � I -�� -Mind- 25 Dsf . •C.i �i>> 2 - � �� I � I/� _ I �/,� �'�7 I -ESrthquake-ZOne 7 UBt �� Z •� � v vnr � t4 ) A77 construction she11 De in compliance �. •�� �� � ' ' , L � � ' � � with the 1988 Uniform Builtlin9 Lotle ( UBCj 6. %d � r ea aaoptea Dy tne �own of vatt euita � ng 6-�•. . Q' _ � ' i � x . Department . 4��N✓ I - - � — I I 1 � — (�� 15 ) Construct walis fla foilowe- � (� , J�� \" � I -Extenor2x6 • tfi " oc . � �..� ^ .. � � 1 I � } V IY/ I �i —IC I � Q � r I otherwts 2x4 • t6 " oG , unleas shown _ _ � / n, / f�� x L� �{. tg ) pil beams , joists antl �afters ahall bea� —�1 , 'q/� � /]�'��� �\\ ¢` I � m � ��/)/� � � I SP mp s o n ' S t r o ngo Te5han 9e�rshor9 e p provaE � "yi� /-, I �(/r� 1 � [�T�T � I I � I � i � �I/ � . KY I manufacturetl DynSimpson StrongrTieBOr � ��ir IN'V I � �•� i Yc<�' �Y apo �oved evusts . p"'�' I ' ' `, ( � I �y(� �� r— 177 A71 atructural members ara sno++n in their �I� �� � �/ � �- _ � - � a _ � - _ I i � '^ " ,�, 1I � n , 1 final Oositton , during constr�ction it � � IMD1J"/^�`� '(�XY/ may tre necessary to shore port � ons I I✓�', I�,^I// I� of the structuro wMle other parC6 are �' � � � '-- I �j� ��I � �I�,/� �,�'�� tura9 engineertfor consultetion asrre # IT.��r K�1LZM _I auireC . 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