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� � � � ' � . . . � � <br /> � �� S I A�\�IP: <br /> � �,���'�W� s�'� . <br /> WOOD PATIO/ � ��oF �s�j����� <br /> , PT SLAB� CANOPY FRAP�ING � ��' � �o� <br /> i � , <br /> -, � _ <br /> /. -- -- __ _ -- c � 33253 b '�, <br /> �� , - ' � � , - � �;� ; �� `� sRo c�,A � <br /> I j _� , <br /> � � ��� ��� ( � X _� �) ��_� �) � ? ��I I �, � ( � i � ( I '_I �) I � 1 ) o��,� cT ��� <br /> � , <br /> � - � � SIONAI, � <br /> � �-��� � �'- <br /> _�� � �� � � � �� � <br /> ;: �� ������� i <br /> � t��o�ECT : <br /> , � <br /> � � � i �� � i � � � ESF FACILITIES � � <br /> � � <br /> - 5" THK SLAB ON GRADE � I i I (E) BLDG I I I I I � � �ETAIL <br /> W/ #4 AT 16" OC EW � I � <br /> T.O.SLAB ID-4370H I i /- - I - - - - - - - - � � EVERETT <br /> ��� � _I � o <br /> � A �- - -- - - - - - _� - -�- -- ---�- - --��,�-�- - , - - - 650�k EVERGREEN WAY <br /> � � 'i,/ / //'/ ' _/,�i///////////////'///�/�� � //// /1 ////////////�/�// //'////i _��//,�/////// /i�;' ;ii/i � EVEfZET C, WA 98203 <br /> � V ' � - � I� <br /> � � I ! 5' � » , � 5" � �� <br /> � <br /> Q � F4.5 I 1 UNO) � � OPEN T0 BELOW I 5 � - 5 . 51 � Fe=26.1 k/ft � � <br /> � � : 5„ <br /> ___ ... <br /> /, F4.5 - - - ; I 40 , I i 2%" r; ^.� 4„ sTR I 0 �1��I�11 �I �%. <br /> � <br /> i \ i _ � I ..__. „4 _ _ �� �\ ...... _� �� � � L�. <br /> � <br /> - � <br /> , � �� ��� - - - � - I - - - - ` � i �n:�n .._........ rl- � ��_. _ - <br /> �. <br /> - n, i _.... �. ::: �._.. . ,... . >, _ _ � f .,. - __ ' <br /> _ � I � � A <br /> I � <br /> � <br /> .. . _ � ...._ _.. - <br /> . ,� � �' , .. ��- . .__ :. �. �3 f� ._.... . ......__...�.� ......... ....:.�- � s . x::....;t .t s..� ,... .. ....... ..,. ,,.,...,,....�, ., . ;�......_s� ., .a.. ...... ..... . ;;J;.. ., ..........._..,,. .. ., ���" ........ .......... .,. .< ;,�.:;�, - <br /> � , , q <br /> :, / \ <br /> ,. /� <br /> , �� n , _ ; I 8 i d= i:� I t t :Ii : -.... ���1 1��� .. <br /> , . .. :��: ......�� . . <br /> F4.5 5 , <br /> � � � , �; ,. <br /> F4.5 5„ � $y„ , �Y"� �� I �'" ;F 23 » � ; �y„ �;, �� » , 2 „ �� �� � <br /> Q / �€_ � � ;� � � z �F 34 �' �' S�� _ � AE�CHITECTS INC. <br /> � - - - - � Fe=26.1 k ft `` � / - <br /> --� � �� , Fe 26.1 k�ft � <br /> � , -�� _ ; i �( I� � � I \ <br /> ��/ �� �_ <br /> � �� - - - - - - a _cD -_ - � -_- .Y,I -� I CO- .___ __-.�II�� � -"_"__ � _-_ - � I ;- __ ' N . - ; - -_ ___ <br /> �� 'N `��Q�� 2'-0" SOIL COVER (MIN) "' ' ' SSR-B1 = � � � � ' ' � - _ �_ � �� �� � SSR-C1� -�-- - 200Q - 116��H t�VENIIE NE <br /> � ��h���� 12" x 12" CONC PLINTH I � , � SSR-C 2 SSR B1 , � <br /> � `� P W� (8) �6 VERT AND ; I 4Q =; I I �� i= I �_ ' � __. 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SLAB= 437.0�' � , '� � � � �OTE: <br /> �� i _ ' . <br /> , ,,; , _. . ������� ���� � <br /> ����..:� <br /> �� UNO) 2 , �, � , . : �; �,i; '' � i: �.::`. � v,��:� . , �r, �W��� . ;i ARCHT:�;SEE NOTE #9 FOR � <br /> , � ; <br />� � _ ' � I � �, �; � �: ; � . � _ � THE PRIME CO�ITRACT t?RAWINt�. <br /> � �40 _ � � - - � <br /> �.0 ,� <br /> � ` � \�` i�' � �/�% � �` ' �� £ � ` � ADDL IEVFO. �� � I � CI1flL, UWDSCAPE S7RUC1i11RAL, <br /> ` i ` �: ,\ i�i��� � <br /> , <br /> � <br /> . � <br /> �....... ��: � ��l� /,j%'/,��� � ��` , �i �/ �I 5» I MEi�IANICAI, NG, <br /> , _ <br /> , , <br /> , � ; ; , <br /> ��� �� PI�J�l91 <br /> 5 �, �, � � �. /� � ; ; <br /> ELEC7�CAL, �dD FlRE <br /> 5'� � 1Y�'�' �//'�//,� i " {: 3 �� ° ; _ , ' �r /� �� / , /�„ ( <br /> Fe=26.1 k ft < � ;; 2 � � $� ,: 3/ � I= �" �_ �- � 2 �-� € 2 4; � <br /> : <br /> � ��. ; / � < � � � , PROTEC110N, S'�IALL �E USED IN <br /> , � "' i / ;;�� <br /> .: � 3 6 ; /�;//�/ �� M ,� �� /�/� ► � � �e�c�u�. <br /> ; , ; /� ' � �. .. �° - _� ..�e ������ I I� ; .__.u. �� / � � I <br /> TU <br /> � , 40 �/ �� � �, /i <br /> � ?� �` i�,l I t ,.,. � �, �� ���Ci�� � <br /> , � . /� .. , �� � Fe=26.1 k�ft DRAYYINGS. 1HE (�IdERAI. <br /> � � � ��� ��� � i" �� '' � i� .....� �� ��������, <br /> ' � n .. � �////,/ i..., :��i�' � _._.._.. � i ? i � ��� ���$ l��G <br /> - <br /> SLAB SLOPE AT BATHROOM. ;€ j j%�%�/ � � � � M � ALL DR/11MNGS. AI�Y <br /> I� <br /> ; CO-ORDINATE EXTENTS W/ ; _/�(%�% ' ; ` \ <br /> / <br /> � � , /, � . _ _ !��, , � <br /> , ; � : , - j � � <br /> �����. �,�C��� <br /> � _ /� x= <br /> _ =ARCHT. SEE NOTE #9 FOR �;/ % T/� ; ;� ;.�,,i' ;; ;; 4� ���/ / ' ., � � I �� REPOR°�ED 'f�Os TWE Aq�R(�lITECT F� <br /> '� _ �, ,� ADDL INFO. _ � ° ' �o � f �, , _�; � . � �N f °ED g� . <br /> : <br /> . ' ..z � ,� -Cy. -�- ...a: F :t� �� I"1�1� IV <br /> i; .� � . ' � i_ <br /> � -- - - -- - .- ... . . •�� � ....... _.............. ........._. ._... � ...,, - - -- - --�--- - <br /> � ✓ !- -- - �- - ..:� �� �- � „ ._.. - -- - - - ... .....� - - - - --- <br /> �,� : <br /> . � .\\ � --'-�- : �.. _ `"S.._._. ..,. ... .. � ^-�- -�'-" ��� <br /> � -, i�' ..,..... <br /> �� <br /> � � <br /> J. <br /> _: <br /> , �ry <br /> , � I .., ._ .. <br /> :� ... <br /> �V <br /> �� � �.� � � � IM1H �iC OR Ff�►BR1CAllON <br /> 7 ���,,� ,sSR-D1��'� - � m __. SSR-D1 ��.. :� I � � , <br /> N - � SSR-D1 ��.. 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",�.._.. , a._- ... . ,S i. _ _ _ ..�...., n <br />. � - I .:: _ _ - - - -- <br /> , ,_ ---�-- . <br /> . , _' ,. � � �. � �+ .,: _. � � � ��_. � .;�� � . <br /> .�.._..... �,.. ,,, . <br /> ��__ 5 ,.._ <br /> _... -........-3 .. �. _.._ �,, <br /> �:,- . �:::.. , <br /> � � . <br /> :_,: � ., i <br /> _ � <br /> I ' �� i: � " S R-D1 Fe=26.1 k/ft <br /> �, , , � �:��..:. � . . .;... �f � � _�. _ i:�vis�o���: u��r� <br /> � , , - - - - - �- -- � � TYP � �,..�. _.._��. - - _.___.._ _._....._W � <br /> „ _ _, ; , <br /> � , � � -- �- �-- -- _ � _ � `' _.._ .___ � _.�� .. __..�_._ .�_ ----- I �. � <br /> Y �..�_._ ' _ ,,,, __.. <br /> � � �.�__Y.� _ ; , _ - <br /> � E , , -- -- -- N N--- �- 4� � � � �_ T -� .--� -�- -�- � �- � 0 <br /> � � �� � � � � � � � � � � � � � � <br /> I I � � N I � ,�, I I N �� 2� CITY UPDATES 10 13 17 <br /> i i I I �; I ii `d- SEE� S203 FOR WOOD PATIO °� _ <br /> _ I I 11 � �' ,i FRAMING PLAN � <br /> I . <br /> � � � <br /> � . <br /> _ _ _L _ i � <br /> __ ..�, <br /> �� ��� �� ,� ;-� - - - ,_� � - <br /> ( ' - � -, _ , � <br /> ,�, ` <br /> � �� ,� ! ( -� �' � � � `�� � ( �� J � %� ���J i� �� ��) (� �� �i ��� � i i �'��� �����, <br /> , <br /> , <br /> , , <br /> ; , ��, , � � , � <br /> ; , <br /> . � <br /> \ ; , , <br /> �- ---� -=. , � ; � ; <br /> ,: , <br /> , <br /> , � � ; ,, <br /> � , , <br /> - --� --� -- -=� �-� � �` <br /> - � <br /> � <br /> 1 ST FLR PT STL P LAN � � � . <br /> . SCALE: 1/8° = 1'-0" � . <br /> � <br /> 0 POST�TENSIONED CONCRETE SLA� NOTES - <br /> TENDON NOTES: MISCELLANEOUS NOTES: DRr����N BY �V <br /> 1. SEE S111 AND S112 FOR GENERAL NOTES AND POST TENSIONIIVG NOTES. 1. SEE PLAN FOR SLAB THICKNESS. VERIFY DIMENSIONS, SLAB EDGES, PENETRATIONS AND ELEVATIONS W/ ARCHT DWG. <br /> 2. SEE S113 FOR SPECIA� INSPECTION REQUIREMENTS. 2. SET ANCHOR BOLTS AND CONCRETE INSERTS PRIOR TO CASTING THE SLAB. EXPANSION ADHESIVE AND POWER DRIVEN CHECKED BY <br /> 3. TENDON CENTERLINE IS GIVEN RELATIVE TO SIAB SOFFIT. SEE 1/S401 FOR TENDON PROFILE NOTES & TYPICAL FASTENERS SHALL NOT BE USED. <br /> POST-TENSION TENDON LAYOUT. 3. VERIFY ALL SLAB BLOCKOUT SIZE AND LOCATIONS WITH PLUMBING, MECHANICAL, ELECTRICAL AND GENERAL <br /> 4. BANDED TENDONS ARE TO BE EVENLY DISTRIBUTED ACROSS CENTERLINE OF COLUMN (SEE 6/S401). CONTRACTOR. NOTIFY EOR OF ALL BLOCKOUTS NOT SHOWN ON THIS PIAN BEFORE PT SHOP DWG ARE PREPARED. � <br /> 5. TENDONS WITH FORCES SPECIFIED "k/ft" INDICATES UNIFORMLY DISTRIBUTED TENDONS AND SHALL BE PLACED IN 4. NO PIPE OR CONDUIT MAY BE PLACED IN THE SLAB WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. PROJECI�� 'I7� <br /> GROUPS OF NO MORE THAN 5 AT 4'-0" OC MAX. 5. SEE SHEEf S302 FOR COLUMN TYPE AND FOR TYPICAL CONCRETE COLUMN REINFORCING & SCHED. � <br /> � 6. DEAD-END ANCHORS ARE TO BE PLACED AT SLAB MID-DEPTH UNLESS NOTED OTHERWISE PER 1/S402 AND 2/S402. 6. SLAB DESIGNED FOR 3-HR FIRE RATING. � <br /> 7. 0.145" DIAMETER HILTI X-DNI LOW VELOCITY 'UNIVERSAL' NAILS AT 16" OC, WITH MAXIMUM EMBEDMENT OF 3/",SHALL SET ISSLIE DATE �/�/ <br /> 7. LENGTH OF TENDON BEING STRESSED SHALL NOT EXCEED 110 FEET WHEN STRESSED FROM ONE END. BE USED FOR THE ANCHORAGE OF INTERIOR NON-STRUCTURAL WALLS. � <br /> 8. FORCES SHOWN ARE FINAL EFFECTIVE FORCES AFTER SEATING, FRICTION, CREEP LOSSES AND OTHER LOSSES. � <br /> 9. �-� DENOTES POST-TENSIONING TENDONS; DEAD END & STRESSING END RESPECTIVELY. 8. HAIRPIN BARS AT TENDON ANCHORAGES MAY BE REPLACED WITH �h" DOUBLE HEADED STUDS CENTERED AT TENDON. � <br /> 10. TENDONS SHALL MISS SLAB BLOCKOUTS BY 6" MINIMUM. LENGTH OF SUCH STUDS SHALL BE SLAB DEPTH MINUS NECESSARY TOP AND BOTTOM COVERS. <br /> " 9. P.T. SLAB MAY BE SLOPPED TO A MAXIMUM OF Y" AT THE TOP OF THE SLAB TO DRAIN SLOPE SHALL NOT BE MORE SHEET TCCLE <br /> 11. TENDONS MUST BE A MIN OF 2 CLEAR FROM PENE�RATIONS. ( <br /> 12. SEE SHEET S203 FOR MILD STEEL REINFORCING LAYOUT. THAN Y" : 1'-0"). SLOPES MORE THAN Y" MAY BE ACCOMPLISHED BY S�OPPING TOP AND BOTTOM SIMULTANEOUSLY � <br /> DICATES STRAIGHT TENDONS AT SLAB CENTERLINE. TO MAINTAIN SLAB THICKNESS AS SHOWN ON PLANS. � <br /> 2 14. SSR-X NDICATES STUD RAIL TYPE. REFER 1/S405 FOR STUD RAILS. 10. INTERMEDIATE STRESSING MAY BE REQUIRED FOR LONGER TENDONS ALONG E-W DIRECTION AT G.C.'S OPTION. G.C. TO <br /> 0 SWEEPS SHALL NOT EXCEED 1:6. SEE 2/S403 FOR MORE INFO. COORDINATE SUCN STRESSING LOCATIONS W/ TENDON SUPPLIER. � 1 �h�`= <br /> 16. ENCAPSULATED SYSTEM SHALL BE USED AT ALL ANCNORAGES AT THIS LEVEL. 11. PT SLAB SHOULD BE POURED ONLY AFTER 7 DAYS OF POURING WALLS, AND COLUMNS AND OTHER SUPPORTING �� �LAI� <br /> ELEMENTS. <br /> . 12. G.C. TO COORDINATE W/ ELEVATOR SUPPLIER FOR ANY HSS MEMBER REQUIREMENT OR OTHER SPECIAL REQUIREMENT SHEE-I-# _ <br /> REGARDING ELEVATOR GUIQE RAIL SUPPORTS. EOR TO BE NOTIFIED OF SUCH REQUIREMENTS AND ALL NECESSARY PS M C O N S U LTI N G E N G I N E E RS, I N C. <br /> ELEMENT MUST BE APPROVED BEFORE INSTA�LATION. � <br /> 13. SEE S114 FOR LOADING DIAGRAMS 2200 SIXTH AVENUE, SUITE 601 � <br /> SEATTLE, WA 981 21 <br /> P: 206.622.4580 F:206.622.0422 <br /> www.psm-engineers.com � <br /> � <br /> �. <br /> � <br />