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� <br /> � LEGEND <br /> , - <br /> � <br /> � .00 � .s� 2.00 �.00 �.�5 4.oa <br /> 9�5�-��r _ G E N E RA L N C.�T E� � <br /> ROOF DRAfNAGE CALCULATI(?NS: UPC 2412 46Q'-D" 75'-0" 420"-0" <br /> � � � 1. ALL ROOFING MATERIAL SHALL BE FACTORY MUT�JAL <br /> • SEATTLE, WASH4NGTf��1 �2Q5'-$'"T.fl.P_ 20�J'-8"T.O.P. 213'-$"T_t�.P. 217'-8°T.Q.P. 213'-0"T:(3.P. , � �_ �� � �, ,_ �� <br /> RAINFALL RATE PER UPC TABLE D-1: 1" AA1 } ��� 217 -8' T.£�.P.� 294 4 T.O.� 21t -Q T.�.P.� 2Q1 $ T.O.P.� APPROVED AND INSTALLED W ACCORDANCE WITH <br /> ���-�� RFA3 A110 RFA3 A111 I � � 2Q'-Q" THE FM APPROVAL LISTWG. <br /> , p�q� q��q: � -Q� 2'-(3" 1 2. PER FM GLOBAL DATA SHEET 1-28 TNE RflUF MUST <br /> DESIGN AREA 1: 127'-5" x 327'-5"= 41064 SF PEF� RUOF DRAIN � � WITHSTAND THE FOLLOWING PRESSURES (SEE ALSO <br /> DESfGN AREA 2_ 127`-5° x 'i72'-Z"= 219�0 S�' PER RODF DRAlN — — — A STRUCTURAL DRAWINGS FOR ADQiTfOt�1AL <br /> DESlGN AREA 3: 100'-0" x 327'-�"= 32742 SF PER R�OF[�RAIN <br /> � � REQUIREMENTS): <br /> DESIGN AREA 4: (32`x 3Q')+ {32'(88'12)}=2368 SF PER RQ�'?F DRAtN I , FM GLOBAL CLASSIFICATION: <br /> DESIGN AREA 5_ (32'x 38')+ (32'(73'/2)}=2384 SF PER ROC}F �RAiN VARfES ����"�'�`-a" 1!2°11'-0" 1-75 FIELD <br /> / 1-120 PERIMETER <br /> SD / SD � 1-120 CORNERS ' <br /> TABLE 11-1: SIZING ROOF DRA(NS, LEAQERS AN�VERTICAL o , , � �„ Q��N _ �+ 3. CONTRACTOR SHALL PROVIDE AND INSTALL <br /> RAINWATER PiPfNG � PD �p TAPERED WSULATION WHERE REQUIRED OVER THE <br /> F-1(JRiZC�NTAL PROJECTEQ RQC?F AREA(SF} _ ,� � AIMINIMUM SLO E OADRAINAGE POINTS�dFR3l8'i�E I � <br /> DIAMETER OF LEADER Rainfa(I rate(inches pec hour) — — — — � � — — — -- — — B PER F�OT OR AS INDICATED ON �RAWINGS. <br /> (inches) � � � 4. IT SHALL BE THE CONTRACTOR'S RESPQNSIBILITY TO <br /> OBTAIN AND VERIFY HIS OWN FlE�D � <br /> 1 �� SD � I - �� SD MEASUREMENTS FOR THE EXECUTION OF H(S W�RK <br /> 6 3� ��a R��F BELOW o AND PRIOR TO FABRICATION OF TNE VARiQUS <br /> PD �p �� PD PD 1 N <br /> COMPONENTS OF THE WORK. <br /> 8 78,600 _ ''� <br /> MECHANIGAL D CT � 5. LOCATIONS AND QUANTITIES OF ALL VENTS, DRAINS, <br /> I � I HOUSlNG(TYP} _ I ETC_ SHALL BE VERfF1ED BY THE CC?NTRACTOR IN <br /> �, , AREA 4 -2368 SF , THE FIELD. DISCREPANCIES W TNE DRAW(NGS SHALL <br /> NOTE: � �� BE BROUGHT TO THE ATrENTION C�F THE ARGNITEGT • <br /> PRIOR TO PROCEEDING W(TH WORK. PROGEEQING <br /> SD � � SD �, C WITHUUT NOTIFICATION WILL BE CONSIDERED <br /> ALL DRAINS 8" UNLESS hfOTED OTHERWkSE ACCEPTANCE OF FIELQ CONDITIONS� AN� PART �F <br /> P � PD THE CONTRACTOR'S SCOPE OF WORK. <br /> `� /� �d I P� 6. ALL ROOFWG SYSTEMS AND COMPJNENTS S�IALL <br /> / STA[R FRElGHT � <br /> BE INSTALLED IN CONFORMANCE WlTH 7HE <br /> � - 4 ACCESS ELEVATC}R N <br /> J',�,(� ? 7(� � �- ACCESS GUlDELINES OF TNE NATIONAL ROQFI�IG <br /> � @ CONTRACTORS'ASSOCIATION (NRCA}_ <br /> I�- ` 7. ALL SHEET METAL WORK SHALL BE REQC1fRED TO <br /> �� RFA3 gp - I �p �p � r�, CONFORM TO THE GUIDELWES OF T�-fE SHEET <br /> i i — — — — — — — — — — — � � • — — p METAL AND A(R CONDITIONING NATiUNAL <br /> R$ _ Pp � (�}- ASSOCIATION (SMACNA). <br /> i — — — —f-- — — r— — -}- �..�J PD pp PD �- - -{ <br /> i i i�'�' <br /> ' ' - t ' I ,—, I �- . <br /> � ----------------- - !---- �---;—;— - - � C��� <br /> ct r - ------ , i , � �- 1--�-- o � ' �C-'� o <br /> � _ <br /> I i i T-� � �--�- o � , <br /> � - - � r- �.�. � � <br /> � �'�- GUT�ER AND i ���i _'��-��� � �Q I — SD � �� SQ -� ��� � <br /> � DOWNSPOUTS ( i -�.-'--I._��_�.� ? � <br /> � � -� �—�-��f--� � � � � CONSTRUCTIC�N NCJTE� <br /> � ; '- -i_-{--�-;-�--� `� _Po _ _ PD i � I �'a p� � � E <br /> i � T �-r-r , — — — — — — — — — — <br /> i i �-' 1-i--! i o METAL DECK -- TY JOiST SPACiNG � <br /> 1-I _� � . RFA3 A112 � C ALL EXTERIOR GALVANIZED STEEL COMPGNENTS TU <br /> i � i * '-� �-� ' REMOVABLE � <br /> i i � T T T ` "' AREA 5=2384 SF RFA3 A112 BE PRE-PAINTED PRIOR TO ARRIVAL�JN SITE OR <br /> i i : �_� -�--J-_�--�-I RAILING SEGTION � FIELD-PAINTED WlTHIN 7 DAYS OF FiNRL <br /> i 1/2"/ 1`-�" ; I_ I 7 � li� � SD �p � <br /> i � i � ;- ��__�-�� � �a — I Ii �D � INSTALLATION. SEE SPECIFICATfONS F�R PAINTING <br /> i i I�.� T-I � SYSTEMS_ <br /> i SLC)P� I �- � <br /> � 1 �-'-�---'� >- P� � � � PQ � <br /> � <br /> 0 <br /> i � � I'-f-�-�-T--j--l( �� J PD � � PD , <br /> � �� � -�-I-I--�_�--� �.+./� '�J' o � � � � t j (� � o <br /> _ _ � v ----��--r�7 i I � <br /> � I _.---'^--t1--�-.._--- � � � � � a�.� � <br /> � — � ( � � � i..__�_i_ Rg �"� o � � � I d — — — — Q — — — N� F <br /> ; ; � ;_r r�_! 1_� �C.77 sa � � } so ' <br /> i — — — — — ; � � �-- ; ,:�_� � .� �Q —� � �� _ REFERENCE D I�1 <br /> i � i -�-� {--1---�__� i i i o <br /> � <br /> i i i.� �_ __�_� i i i `- PD pp I I PQ PD -' N <br /> 2 MECHANICAL QIJCT - SEISM(Cf <br /> i i .�_i . i_� � <br /> i i !� ' 1_i� �' SEISMICI <br /> a � _T_�_ -1__� y �, � RFA3 A501 —' HOUS(P�G TYP EXPANS14N <br /> � '------------------------------- ---- ---� � o EXPANS�ON � � ) <br /> . i I _ � JOIAJT JOINT <br /> � � — — — — — — — — — — — <br />" i � R$ �� 1/2"f 1'-Q" 3f8"!1'-0" � <br /> ( I �� �� 3(8"f`€'-Q" 112"1 1'-0" _ SD — . <br /> � � <br /> I PQ Pp - PD �,� <br /> � b 211'-6`E!2" _�208'-{J" � 208`-�" � 210'-9° � �1�9'-7 3J4"_� � <br /> � 398'-1q 118" STAIR ' `V <br /> i WEST ENLAR�ED PENTHQUSE R�J+�F � �Q AG�so� � ' �o So �. � <br /> n i er t_ 1. 7.3 7 7_ _1 ! � � <br /> � SGALE: 1/8 = 1 -� RFA3 RFA3 — — — — — — — — — — — — — H �^� '�° �4�� � �,� r, '� '�,� � , a <br /> � P� f �'.�/�'' '' ,/ /i �` ,f�ff ' J'' � � r'�/� ✓'./'r '' <br /> PD � PQ � PQ ��'�:1 �f �r�',�1 ��';%�'%12��`,� �'f�� 13'i'�'���;'14 °' ;j <br /> o I I RFA3 ��`- "/`�,/i! /,�%����' '���,'',/,fi�, ' `�' `�i' %�' ,/,, r,�' <br /> t � B // % i/ �/y / 1,�''; /���/ �,�,r -�1,�'//'r��' � !;"�'`'✓'' �.i,-' B . <br /> � - / � ,r,i� t /s''�� ,/ ,✓'` ,�' J <br /> g , � �j '15;�-/` ;�,6���;��1'�,17f�,f�'' ,f�f�18��!;,� �'`ff�19� `=,r. <br /> g � � l[7 f / � /J / /i . /l'� f " +` J/�,r `t , � ��� �f ..��Ja. <br /> N �/ ��! � i , � / � / /r'� ' ,� �''��, <br /> ,/` /.` ! i'' / . �: .� r.� r <br /> � . � � • • � ��� 1 :i � f � . r <br /> ■ � = f / � f!�f r/"ri /'r' /1`./// ,f.J,J �/ �'JJy C� <br /> I sa sp C� � .,' <br /> ROOF BELOW -� � � ,�� i /, ,r,-, ,.,.� , � ,.-� <br /> � � ,�/��``� , � / s�,,� i' l,r' ,.f,.�, ,r�; o �% ,� <br /> �t��� B��aw . sr� so , ; � � �', �' ,. ,,� ; f= .� , ,���, ;� � <br /> �.�Q �/ '�f/.'��' %/�, /.�� ,�j'� , /'// j/ f ,, o:;'f <br /> F'D I PD �; '.2p:f��i'� 21�'�� /t/.''22;i;r;: ,f,�;°F,'!23'�r :;,'�'�'�,24, �F�`� <br /> PD p ,/ , f;, . � ;, J ' � ;f�,s,/ !,✓-'�r',,';� ,,• s'r`�`t; , � <br /> � _ � � e _ � �'� J f� ;!�",��"/' � / �,�, f i;1/r 'f�;��` %;:f r'�'" „f ,-;y,,;,r� ,� <br /> o �' � M'E�HAI�4CAL [7UCT — — — — — /� J -�� � , ,��;, �,,, ; f � � , �` � �l,`,f,f A ; � <br /> r/ s <br /> � 0 1-fflUSi1�G(TYP� E ,�/ 2��� �;26 ��f}fj�27��,, ',��`28 �+;j 'fi'i'29,;; ;, � <br /> i , � <br /> 0 <br /> GtJTTER Ai'�tQ %r/ ! ��',! `/ �'�/;/-, r /'fr,,,�/� ', �'`��.�`.�';!F r ;r`r`� ,�!'f V� <br /> I �I�j , �/� .' /�r �i�/ /� '!/' �''�'�;!,,o '' f /,^' ,r // / ..� <br /> �' '30 � 31 � 32 �� 33 i 34i'% �` <br /> � � DC�W(�SPOUTS SD � ( SD � /// /f/�/� ` � �'�'�` '�/�. �'':°�;�',"r�,'� f�;'� . � ! ` �,, <br /> r ',� i�/ i ,, '�' �f�, ,,�',� ,, .1, .,� ,,' <br /> DS � DS �� I SD � ��i; /,�%i.f �//i;�.��'/;� Ji,,��"���':'.� f ';r��/,.���i f,�;�, �; ; '' <br /> � , r � ` / j/// �` �i�/�,i/� f''✓ /�`,.,�'' ,r '`.%�'���'s',�' ���s`f'�`� '"�'� F <br /> I� / //f/!/J .�/�i`'�f f'/ t'/'� !/� '''f .r /r✓''�r// f,�`✓,i l,� .�'.. <br /> J ,�!' / ' / /� / / s> `/ r'�j x f,.r�`;,f r �'� y1�.` .. <br /> � %` / � 1 37�,�� ,�� r 38,,i,�,d� r39 1�'" <br /> PD PD � �35 J �� 36� � J � f, <br /> � � J,l ,�. �.�i� �`�/�/� ,�,� ��'�'f�,� �,�` /` `:,�'f �c <br /> 243'-2"�:f�.P. 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APPR{�VED BY DEPT. DATE GRK 14/09l14 R FA3 <br /> NO_3i37 CHECKED �`�- <br /> fi�,�; �� � '�P����Eo B U I L D i N G 40-58 JOB NO. GOiqP NQ. � <br /> 4Q-58-RFA3 x <br /> — ���� °F "�'z���R�P a�P���E� ARCH(TECTURAL MASTER COL. 1.00�.00/A-L EVERETT, Wq °WG"o. 4Q_5g_RFA3 _ J � <br /> i , <br />