My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
6502 EVERGREEN WAY 2017 ENHANCED SERVICE FACILITIES Plans 2022-11-28
>
Address Records
>
EVERGREEN WAY
>
6502
>
ENHANCED SERVICE FACILITIES
>
Plans
>
6502 EVERGREEN WAY 2017 ENHANCED SERVICE FACILITIES Plans 2022-11-28
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/28/2022 9:13:50 AM
Creation date
12/11/2018 2:38:25 PM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
6502
Tenant Name
ENHANCED SERVICE FACILITIES
Permit
B1705-014
Year
2017
Notes
16 BED ESF AND RESTURANT
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
97
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� <br /> �� GENERAL ROOF NOTES � �� � � <br /> � � �.� .� <br /> � y� <br /> y� <br /> 1 v��? �.� <br /> � P10 �p g 1. THE ROOF DRAWING IS INTENDED TO DESCRIBE THE O�IERALL p� �� ;�� <br /> � ��7� GUTTER FIREPLACE 10 10 SCOPE OF WORK. CONTRACTOR SHALL FIELD VERIFY CONDITIONS �� � <br /> EXP. JNT. VENT � � � <br /> AND ALERT ARCHITECT TO ANY UNFORESEEN CONSTRUCTION �� <br /> � A - - - - - - A DIFFlCULTIES BEFORE BEGINNING WORK. � � � <br /> � �:� � <br /> GAZEBO 9 10 ME7AL SEE LOWER 6 2. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES IN ORDER � .� � <br /> 4 9 � � <br /> 10 10 �� GUTTER 10 TYP. ROOF PLAN �\ SIM. �� TO �ACILITA�E IiVSTALLATION OF ROOFING AND TO VERIFY ALL pG Y� <br /> - � T T - I W�RK PRIOR NAS �EEN COMPLE7ED PER PLANS, SPECIFICATIO�IS = , <br /> AND LOCAL JURISDICTIONAL CODES. <br /> � <br /> 4 -I! 3. MATERIAL STORAGE: ALL MATERIALS STORED ON ROOF SHALL BE (, <br /> -,- I T _ � - �-- -- FABRICATED 24 GA. NO CLOSER THAN 6 FEET FROM ROOF EDGE & SHALL BE � � <br /> � 10 SIM./ - - T - � � - - � � � - .� � T SS (PAINTED) SHEET SECURED AGAINST WIND BLOWOFF. - <br /> TYP. <br /> METAL CRICKET WITH � ~ . <br /> �.... <br /> � � BUILT-IN VALLEYS 4. PLUMBING VENTS: ALL PLUMBING VENTS SHALL BE RAISED TO - � <br /> �� � <br /> - - l' B 12-INCHES MINIMUM RBOVE FINISHED ROOF SURFACE PER DETAILS = � � <br /> B 8 WP102. SEE MECHANICAL & ELECTRICAL SHEETS FOR LOCATION C� � <br /> � � � <br /> � <br /> SEE LOWER OF PENETRATIONS THROUGH ROOF. � �3� �` <br /> ROOF PLAN Q � � <br /> � THIS SHEET 5. CRICKETS: PROVIDE CRICKETS ON UPSLOPE SIDE OF ALL CURBS. � �� <br /> CRICKETS TO HAVE MIN. 1/2-INCH/FOOT NET SLOPE & EXTEND �� �� <br /> MIN. 1/2-WIDTH UPSLOPE. �� 4 <br /> � ��:.. �> <br /> .u� <br /> \� :� s`� <br /> ��, , <br /> .� <br /> � <br /> �� ��` <br /> � VENT T P � 6. ROOF DRAIN W,� OVERFLOW DRAIN: PROVIDE SUMPED � �,� ��� ��. >�� <br /> � INSTALLATION FOR ROOF FIELD DRAINS PER DETAII. 2�WP104 � ��� � <br /> 10 ' � � ��; �.� . <br /> �V �N , P�07 WHERE SHOWN ON PLANS. �� ��� � <br /> �w �, <br /> �� �� <br /> 7. TYPICAL DETAILS: DEl'AILS INDICATED AS "TYP." SHOWN FOR ONE �� � ,.. �� <br /> q SIDE OF A ROOF SHALL BE ASSUMED TO APPLY TO ALL SIDES OF ���� �� <br /> A401 THE SAME ROOF & ALL SIMILAR ROOFS UNLESS NOTED <br /> RI G EN OTHERWISE. �O CORNERSTONE ARCHITECTURAL GROUP <br /> � 4 8. ALL SEALANT WORK SHALL BE PERFORMED BY EXPERIENCED ������������������.���� <br /> 4 ��� ����������u����,� <br /> 10 � I 10 WORKERS PER SEALANT MANUFACTURER'S RECOMMENDA710NS ��� ���� ��" � <br /> � ��,����� .. �� �� � <br /> AND DETAIL 12/WP102. ALL EXPOSED JOINTS SHALL BE ,� - ,�� , � =_=� <br /> r INSTALLED W� BOND BREAKER, PRIMED AS REQUIRED, DOUBLE � ' ��,��� ��-��'��`���'���'� � <br /> DASHED LINE REPRESENTS � „ „ 5 ��'� <br /> 5 DASHED LINE REPRESENTS � � <br /> 10 „ � O _ TOOLED & W PROPER WIDTH-TO-DEPTH RATIO. �����������������,`��� 4� <br /> IN-LINE EAVE VENT IN LINE EAVE VENT 10 � � <br /> 9. SHEET METAL FLASHING: COPINGS SHALL HAVE STANDING SEAM ��� ` .�� � �����`� . <br /> JOINTS PER DETAILS 12�WP103. FLASHING LAP JOINTS SHALL BE ���:� ���.� <br /> BAYONET TYPE, DOUBLE SEALED PER DETAIL 11/NJP103. <br /> Q, � ( 10. SIDING/CLADDING: SEE ELEVATIONS FOR CLADDING TYPES. <br /> � < 11. ROOF SLOPE: "SLOPE" REFERS TO THE STRUCTURAL DECK SLOPE. <br /> i SEE ROOF PLA�JS FOR REQUIRED INSULATION. SEE ARCHITECTURAL <br /> B & STRUCTURAL SHEE1'S FOR DECK SLOPE AND CONSTRUC710N. <br /> � A401 � <br /> , 12. POLYlSO INSULATION - CONTRACTOR 5HALL INSTALL POLYISO � <br /> ;LO INSULATI0�1 PER INSULA710N MANUFACTURER'S RECOMMENDATIONS. � <br /> F T RE S L R INSUtATlOiV SHALL 3E INSTALLED WITN OFF-SET SEAMS MINIMUM ,� <br /> SEE LOWER OF 12". <br /> AIJE P A <br /> E E T . <br /> , 0 � <br /> I , ROOF PLAN <br /> � � ,�, 13. ROOF BOARD - SEE SPECIFICATIONS FOR ROOF BOARD <br /> - -r- T � - � � T T �� T - � T REQUIREMENTS. STAGGER & OFFSET ROOF BOARD SEAMS 12" � <br /> � � FROM INSULATION SEAMS. � � <br /> E - - - - - � �_ �--- -- --r --,- -- --- �- _ E � <br /> - - - 14. DOWiVSPOUTS - DOWNSPOUT DROPS ARE INDICATED ON PLAN - � � � <br /> FIREPLACE SEE DETAILS 1Q/'NP102. CONTRACTOR SHALL PROVIDE <br /> �� 9 40 VENT METAL 9 DOWNSPOUTS PER DETAIL 9/WP102 AT ALL DOWNSPOUT DROPS, � � C� <br /> 10 10 � GU1'TER 10 TYP. TO ROOF OR GROUND (TIE-IN TO DRAIN LINES). �" � <br /> 1 D 3 � 10 9 �� 15. SOLAR PANELS - FUTURE WORK. PROVIDE BIDDER DESIGN SOLAR � � <br /> A403 P107 A403 P10 10 PANEL MOUNTING IN ORDER TO RAISE PANELS A MINIMUM OF 6" � <br /> PROJECT NORTH FROM FINISHED ROOF SURFACE. PROVIDE MOUNTING FOR 18 ITEK � L� � <br /> UP P E R R 0 0 F P L A N SOLAR PANEL 3�0 SE. <br /> � XX.DWG SCALE: 1/8"= 1'-0" �� � � <br /> 4 P;o 4 TYPICAL FLASHING TERMINl�TION STEPS � � � <br /> � 10 SIM. 6 RETAINING 4 RD & 2 p�d TYP. - � � � <br /> 107 WALL BELOW 107 OFD 10 <br /> � VENT NOTES: 1. PRIOR TO INSTALLING ANY METAL FLASHING, STRIP IN PARAPET � <br /> � SEE ARCHITECTURAL SHEETS. ......... . 5 A TO WALL WITH SELF-ADHESIVE FLASHING. � � <br /> � <br /> : �.::8::.. :::::::.:.:::::::::: <br /> � <br /> . ...................... ........ .................................... ..... .. .... <br /> > <br /> ............... .... ........................................... <br /> �o _ LL� <br /> G D STRIP IN <br /> �... :::::�:::: .. � :.. : <br /> 2. SOLDER FABRICATE 22GA. SS BACKER FLASHIN AN � <br /> .... .................. .... ... ................................ ................ <br /> .... ...................................................... ................... .. . . <br /> _........... ............. .... ... ......................... ....................... ...�. ... <br /> � 5 ................ ..................................�.�.� ...�..�.�........ .... .. <br /> .................. ....... .... ..................... <br /> o WITH SELF-ADHESIVE FLASHING. <br /> 107 �� � �:::�:::�:�::�:::::.::: ::.� : .P1:0: . � . <br /> ................. ............. .............. ............. <br /> ........ ................ <br /> .......................... ... ...... .................... <br /> � .......................... . .. .. ..._ ....................... <br /> � ]:0 ::: .... � <br /> ....................... ...................._................ <br /> . ... <br /> ......... .. .. <br /> 1::�:. :::::::::..�:: :..........:::�: StM;::: 3. FABRICATE COPING TERMINATION FLASHING OF 20GA. PREFINISHED � <br /> ... <br /> � ........ ..... ..... <br /> 0 4 ' ::�:-: 1:p .:::::�:: . ::::. :::�::�::�::�::::::: _.......... <br /> . <br /> . � <br /> �� � "� q � �� � � ��� � � STEEL WITH SEAMS FASTENED IN SEALANT WITH CLOSED END SS (� <br /> � : :::{::: Pj0 .::::.�:::::::�:�:::::::::::::: <br /> � RIVETS TO MAKE WATERTIGHT. INSTALL OVER BACKER FLASHING. - <br /> I <br /> � ..:. ........... ....:.:....:.........:..... <br /> ... ............... <br /> . ........... ............... � <br /> ........ ................ <br /> j �: � :::.:..: ::::::�:::::::::�::::::::::::::::: .......... . :...�.:.:.:.:.:.-:...�..�.�:.:...�.. .:... 10 STRIP-IN FLANGES WITH SELF-ADHESIVE FLASHING. ATTACH TO . <br /> � � \ 10 COPING WITH LAP OR STANDING SEAM JOINTS AS APPLICABLE. <br /> . � <br /> � 4. SEE DETAIL 12/WP103 FOR COPING. <br /> o - - - - - - - - - - - - - - : :.6:0�:. ,.. .�.... : B � <br /> 0 <br /> % ���� � �::::::::: :: ; LE�END <br /> �, R� � z <br /> � OFD 10 <br /> •z <br /> � ..................... ............. <br /> � .................... ............... <br /> .................... ............... � <br /> � .............................. <br /> ................ ................. <br /> � � � � � �� � � P10 TYP. LAMINATED SHINGLE ROOFING W/ 2 LAYERS <br /> � � ::�::�:�:�:�:�::::::::::::::::.:�::::::�:�:�::�:��::�: ::�:�:�: U�JDERLAYMENT (SEL� ADHERED MEMBRANE) <br /> 2 \ : � . <br /> % 10 2 , <br /> � 107 SINGLE PLY MEMBRANE 5 , <br /> �, ROOFING ASSEMBLY PER DETAIL 10 N <br /> a� <br /> > A <br /> O <br /> '� A401 � <br /> � � � �� ��� ��.. � �� � �� � �..� � � <br /> � . ���:::�:�'ID��::::::�::�::�::�::�::�:�:�: THROUGH FASTENED METAL ROOF PANELS 50 Q �- <br /> � g � � <br /> <c �� O � <br /> � WOOD FRAMED PARAPET WALL � • <br /> w SEE STRUCTURAL I- � <br /> � ��_.��:�::..: :.:::.:.:::.::.:.:.:.:.:.::.:.::: :::.:.: � � <br /> � :::1:::�.:::�:::�:::�::�::�:�::::�::�:::: ::::: <br /> o �.. .TYP:::.: :::::::::::::: :::�:: � � � - <br /> U CONCRETE PARAPET WALL <br /> � OFD& P10 SEE STRUCTURAL � � U <br /> J � <br /> .:.:::.:.:: : ..:.::.::. .::: � � o <br /> � � �6�'OT�� �� � � � (FP) F'ALL PROTECTION ANCHOR �- � <br /> � <br /> � <br /> z - \ � ...... . . �i ! i � � <br /> MECHANICAL PENETRATIONS. SEE MECHANICAL L�1 0 <br /> z g � & STRUCTURAL SHEETS FOR SIZE & TYPE. �/, � � � <br /> z A401 `°� � o � <br /> Q <br /> o � INSULATION CRICKET/TAPER MINIMUM Ya."/FOOT � � � � <br /> ~ � � <br /> �� X'-X" INSULATION THICKNESS W � (� �, <br /> 6.0 ::...:� :::..::�::....�...�..�.�.�..�.�.�..�..�: 111 W � <br /> \ \ \ \ ..... ................................... � <br /> . � � � � <br /> , .. ............................... . <br /> � ........... ............. ....... .... ...................... ............ .......... ................................. � <br /> ............. ......... ... ...... .. ........................................... .. ................................. <br /> ............. ........... ............. �: .:�:�:�::: ::::::::::::�::�:�:�:�:�::�::�:�::::::�:::::�:::::::�:::E::�::::�::�.:�:�::::::::::::::::::�::�::::�:�::�:::: � � � <br /> � ................ . . <br /> . . ........... ........... ............ <br /> � ....... ......... ............. <br /> ..... ........................................... ...... <br /> � - - � - - - - - - E <br /> ,� b <br /> 2 2 �� & � g ABBR£VIAl10NS COORDINAl10N NOTES <br /> r� 10 P10 OFD �� 10 <br /> � TYP. DS DOWNSPOUT MECHANICAL AND ELECTRICAL PENETRATIONS <br /> o EJ EXPANSION JOINT ARE NOT ALL SHOWN ON 7HE ROOF PLAN. <br /> FP FALL PROTECTION ANCHOR CONTRACTOR SHALL REFER TO MECHANICAL AND <br /> � O � 3 � P10 1 0 jp �� OFD OVERFLOW DRAIN ELECTRICAL DRAWINGS FOR ALL PENETRATIONS. <br /> � A403 P107 A403 OH OV�RNA�JG � � � <br /> PROJECT NOR7M RD ROOF �RAII�! ALL EXHAUST VENTS AND HOODS ARE NOT <br /> o �� SFLASH �I_OC€C SHOWN ON TNE ROOF PLAN. CONTRACTOR � <br /> i- L O W�� R O O� �L A N �I�. �IMIL,�R SHALL REF'ER TO MECHANICAL AND ELECTRICAL <br /> o TYP. TYPIC�L DRAWINGS FOR LOCAl10NS OR VENTS AND . <br /> � XX.D�NG SCALE: 1 /�"= 1'-0" wa wai i ANf:H(1R Hnnns <br />
The URL can be used to link to this page
Your browser does not support the video tag.