Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B14-0042 REV7 B14-0043 REV7 B14-0044 REV5 B14-0045 REV5 plans
�- �� � REALESTATE tDEVELOPMENT & MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 �s��::9 � PROJECT DIRECTORY LEGEND VICINITY MAP SHEET INDEX ���� � 1�� fA SYMBOLS AND CONVENTIONS PROJECT LOCATION ` �" ' �' P-� � current current current GORMAN & COMPANY, �NC. PROJECTDEVELOPER NO. SHEET NAME Date NO. SHEET NAME Date NO. SHEET NAME Date zoo NoRrH MaiN sTREEr `" .5,��� __ GENERAL„ � . ._� s STRUCTURAL _, _ A141 BLDG 4 F1 & F2 PLANS 2014.11.03 " _,��,� `,�.� �� ,'.�-'�,�'.�.' -,_�,L -,,i-, .,.�--,, s ,.:..,,... ..-�..'.b,_�f-..,«<_, _. � �,.--�,r..�--�„.� � �.:..� �.� � �' � ,� �a��� OREGON,WI 53575 NORTH ARROW ::, ;,,�� � � -' � �s �� � � �.y����� voicE (6os)s35-3900 ��� � a� _ ��°; -� � �< <''° '��G1 1 PROJECT COVER 2015 01 20 ,, S-001 GENERAL NOTES 2014.12.15 � A142 BLDG 4 F3 & ROOF PLANS 2014.11.03 PLAN DETAIL REFERENCE �� t„�+ - ��` ` �ue"` ,,, G102 PROJECT INFOR AT ON 2014.0 .10 5-002 GENERAL NOTES 2014.08.01 A143 BLDG 4 ELEVATIONS 2014.11.03 DRAWING NUMBER ON SHEET � zk yw�� r�?` ` rrsh, � r°� °m` �'�`�� � G102a BLDGS 1 & 2 EGRESS PLANS 2014.04.10 S-003 QUALITY ASSURANCE NOTES 2014.08.01 A144 BLDG 4 BUILDING SECTIONS 2014.04.10 WRIGHT& COMPANY, INC. PROJECT DEVELOPER sHEET NuMSER oN wHicH '�` h ' Gt:�°� M`�'.�'�`: :, P.O. BOX 7270 �RawiN�wi��BE FouN� ' " �;;a° " ' _ G102b BLDGS 3 & 4_EGRESS__PL 2014.04.10 S-004 QUALITY ASSURANCE NOTES 2014.11.03 A201 WINDOW ELEVATIONS & SCHEDULE 2014.11.03 -�, ..�:� -,_s-".� .�-�,��,- ,� ,-� .- �,_...�, 5 avoN,co ai62o ILDING SYSTEMS 2015 01.20 -110 BLpC�� FOUNf�A_ I P Al�,V�F _:,_�,� 2Q1�08�0� A301 WALL SECTIONS 2014.04.29 � _, : . � . _�.f ,_, , . �� � r��t.-,�:,-. �,M ,. : -� ��-,_ ,.�� SECTION DETAILREFERENCE i ''h �������e' � G103 BU _ � VOICE:(970)748-7577 DRAWING NUMBER ON SHEET �` '�- `°°'`�`� '�"` ``� �"''������ " �� : i :�. ; S 111 BLDG 1 F2 PLAN 2014.12.15 ; A401 ENLARGED SCALE UNIT PLANS 2014.04.10 � SHEET NUMBER ON WHICH `' ;. ° �,p£ �as�edeWA� SURVEY/ MAPPING v 5-112 BLDG 1 F3 PLAN 2014.12.15 A402 ENLARGED SCAL UNIT,PLANS _ 2014_04 10 . DRAWING WILL BE FOUND � -�as�a„p ' ' � �- � . . .5nrb� -.n.�.,�- ;��._,,.�,-�,r�� .�.��..,._ f�,_ w., �f --"'M.� --�-�. A.�� . ...�^�.,. �.r�'i�p......r .- . _��,3 r�_ ._' � : .-._. 4 .F �-, GORMAN & COMPANY, INC ARCHITECT OF RECORD ay 1 of 5 ALTA SURVEY 2014.07.31 5-113 BLDG 1 ROOF PLAN `" `� � 2014.08.01 4 A403 ENLARGED S L STAIR PLANS 2014.12.15 WALL SECTION DETAIL REFERENCE W BEN MARSHALL,aia , °o„°Ce= �o � 2 of 5 ALTA SURVEY 2014.07.31 S-120 ._�I�_�?. --� FOUN�AT,I(��� P-LP�.� , ,.-�.,_. , 2f���.Q$,��1 '� A501 ARCHITECTURAL DETAILS 2015 01.20 5 200 NORTH MAIN STREET DRAWING NUMBER ON SHEET s„���` `"°F �I'7 , w J ��.�� ., m _ .� � ,V,-.� ,� }- - , •. � � = . � �,- OREGON,WI 53575 �,� � �,,�rs.a,$y � v 3 of 5 ALTA SURVEY 2014.07.31 � S-121 BLDG 2 F2 PLANS 2014.12.15 � 502 ARCHITECTURAL D TAILS ��4,f, 4 2 14.04.10 SHEET NUMBER ON WHICH �� �e��-�����a �� - . -� VOICE (608)835-6339 DRAWING WILL BE FOUND s�4p°b,a``'� f �1 4 Of 5 ALTA SURVEY 2014.07.31 5-1�2 BLDG 2 F3 PLAN 2014.12.15 ,°�. A503 ACCESSIBILITY NOTES &�DETAILS 2015 01.20 V� ��� �� ��z € / � `� � � "� 5 of 5 ALTA SURVEY 2014.07.31 S-123 BLDG 2 ROOF PLAN � �'�� 2014.08.01 A504 ACCE SIBILITY DETAI. S, 201 01,�0� � ^ 1 R . �� BERGLUND ARCHITECTS, LLC DESIGN ARCHITECT EXTERIOR ELEVATION TAG REFERENCE ' �,�'� �°'�,e.,o°,w ,�1YMed�o,., ` � 4 ;�� ��-.� . � .. _� � � � Noc�sl Lad9e� �d9 ' a� a� �RawiN�NuMaER oN sHEEr � °� � _ ''•,r S-130 B F0� I P,�q�,,--�.,.-,,w--,�-.,_,� 2�11�,Q$�.-Q,� A601 SCHEDULES - COMMON AREA DOORS 2014.12.15 P.O. BOX 2378 � � _ _ �,n:: .� . �,�^ . ■^ �,; "�.r �l/ EDWARDS,CO 81632 1 A101 SHEET NUMBER ON WHICH _ SITE 5-131 BLDG 3 F2 PLAN 2014.12.15 '� A602 SCHE ULES - 0 I IS 201 .08. 4 /' � � VOICE:(970)926-4301 DRAWING WILL BE FOUND �fe � � c �` (a � � �������,,�� � �� �'°^ m AS101 ARCHITECTURAL SITE PLAN 2014.04.10 ��. S-132 BLDG 3 F3 PLAN 2014 12.15 �' [� � 0� 1 Ref � ���,3 � - '� �,.�,�-��� ._�,v � . : --�� r / 1 WTERIORELEVATIONTAGREFERENCE k� °'� � - = - i` AS102 MAINT. BLDG & DUMPSTER ENCLOSURE 2014.04.10 S-133 BLDG 3 ROOF PLAN 2014.08.01 MECHANICAL � � � O 1 1 . - •' ' ' _ �_ ,, I�-- ,� ,� � . , ,�,-,� , -;--Na M000 M,�CI� NICA 0 E.R.S.�J,E�,T,-�.�-�,;-_,,_,-�-��,-� _2Q14�Q4,,�. � V GORMAN GENERAL CONTRACTORS, LLC GENERAL CONTRACTOR DRAWING NUMBER ON SHEET - ASZO3 EXTERIOR STAIR & MONUMENT 2014.04.10 S-140 B C,---.4 FO_UI��ATI,Q�I�P!A.,N 2(�1�4Q$,.Q� , 1 asol SHEET NUMBER ON WHICH SIGNAGE :` S-141 BLDG 4 F2 PLAN 2014.12.15 M001 MECHANICAL SCHEDULES 2014.12.15 4 � � 200 N. MAIN STREET LO CAT I O N M A P � � • DRAWING WILL BE FOUND ' `�"'�- .� .�f�-� ' � OREGON,WI 53575 1 1 5-142 BLDG 4 F3 PLAN 2014.12.15 �� M100 SITE MECHANICAL P�AN 2014.04.10 W �+ f� ts 4 �. ,^,,F�`° r w ,-._.,°,����, r-`�',-�`e . ._. VOICE:(608)835-5573 1 DRAWING IDENTIFICATION CIVIL 5-143 BlypG�4 ROOF L N' �4 � � `� `�Y 2 1��Q8;.Q�. >�. M111 BLDG 1 - 1 & F2 MECHANICAL PLANS 2015 01.20 � � V• � , ,.,- .��,.�w-°,,-���, ,�� �- . �ew Na me �°RAwiN� NAME � C1.00 CIVIL COVER SHEET 2014.08.04 � 5-150 ENTRY PARTIAL PLANS 2014.12.15 " �IVI�112 BLDG F3 &�OF MECHANICAL�PLANS 2014.04.10 � 0 R.A. NELSON &ASSOCIATES, INC. CONSTRUCTION CONSULTANT ��� _ �RAwiN�sca�E oN sHEEr P RO� ECT LOCATI O N C1.01 EXISTING CONDITIONS PLAN 2014.08.04 5-151 ENT ��� ELEVATION� � �� �"� '�� ����� 2014.08.01 M121 BLDG 2 F1 & F2 MECHANICAL PLANS 2015 01.20 � � � sca�E: 1/s -i-o • _ P.O.DRAWER 5400 DRAWING NUMER C1.02 EXISTING CONDITIONS PLAN 2014.08.04 S-152 DECK PARTIAL PLANS 2015 01.20 122 B D OOF MECHANICAL PLANS 2014.04.10 � Z 3 51 EAGLE ROAD#2 C1.03 SITE PLAN 2014.08.04 -161 MAINT BLDG & DUMPSTER EN LO R 0 . . 5 M131 BLDG F1 F2 MECHANICAL PLANS 01 0 . 0 AVON,CO 81620 1 / A101 �SUPPLEMENTAL REFERENCE � O VOICE:(970)949-5152 C1.04 GEOMETRIC LAYOUT AND SIGNAGE 2014.08.04 5-162 EXTERIOR STAIR & MONUMENT 2014.08.01 ��� 2 B D � 00 CH I AL NS 2014.04.10 � � CIVIL CONSULTANT CIVIL COLUMN GRIDS PLAN SIGNAGE � N COLUMN LINE LETTER OR NUMBER �YM141 BLDG 4 F1 & F2 MECHANICAL PLANS 2015 01.20 � ALPINE ENGINEERING,wc. o O -NEW CONSTRUCTION CZ.OS GEOMETRIC LAYOUT AND SIGNAGE 2014.08.04 5-300 CONCRETE DETAILS 2014.08.01 ` `�"�� � , . -� �,,� � _ 142 BLDG �4 F3 &�300F . E�HAN.I�CP.�L,,P S 201 .04,�0 P.o.Box 9� - - PLAN " � � � � EDWARDS,C081632 �-Y,..� S-301 CQIV,.��tETE D A S 2 1 08 1 ;F�` M401 UNIT MECHANICAL AND PLUMBING 2014.12.15 VOICE:(970)926-3373 O O r� ' 1 ` wY; - � - �x COLUMN LINE LETi�ER OR NUMBER e�, CZ.OZ GRADING PLAN 2014.08.04 � � � �'G'^°A�^�°,,^eRe°° , S-302 FOUNDATION DETAILS 2 501.20 PLAN � � _ EXISTING CONDITIONS � d "e�' ,a , ' `' '� � , �� '� C2.02 GRADING PLAN 2014.09.26 �° ��-� - �`��� �� �. � - `�� " �m��:��� � ���� �� ELEVATION MARKERS '; ��° � �� @ ! � -3(73 FOUf�ATI01V D�fiAILS - Zb1-�C�3�:`��'' ; M402 UNIT MECHANICAL AND PLUMBING 2014.12.15 STRUCTURAL ENGINEER STRUCTURAL �s1e�° � ' � ' � C2.03 SOIL NAIL WALL GEOMETRIC PLAN & 2014.08.04 S-400 TYP MASONRY DETAILS 2014.08.01 �,�. P�AN , ,, � ,� y � f�. ,,�r� � LEVEL BEING MARKED-NEW ��, �, � ,� ��,z ' � � i � "� � MARTIN/MARTW CONSTRUCTION e�'� °' ' " '' � � " � 255 MAIN STREET UNIT C101 � '� _ R PROFILE - - - - � �' S-600 TYPICAL WOOD FRAMING DETAILS 2014.08.01 M 5 0 1 M E C H A N I C A L D I A G R A M S +4 2 0 1 4.0 4.1 0 EDWARDS,CO 81632 ELEVATION OF LEVEL-NEW F�6�a i ? : I / CZ.O4 BUILDING SECTIONS 2014.08.04 � .. CONSTRUCTION @�aTUnn ��`ry� - z S-601 TYPICAL WOOD FRAMING DETAILS 2014.08.01 M502 MECHANICAL DIAGRAMS 2014.04.10 VOICE:(970)926-6007 � CZ.OS BUILDING SECTIONS 2014.08.04 M601 W & V ISOMETRICS 2014.04.10 Project No. 14LION-00-01 �EVE�BEiN�nnaRKE�-NEw ,�,„,k �b , �d�a� A S-602 TY,p,, L W OD FR MING DETAILS 2014.08.01 CONSTRUCTION � � � , ' C3.01 STORM SEWER PLAN 2014.08.0 '� �� M602 W & V ISOMETRICS 2014.04.10 Plot Date. 1/23/201511:13:14AM , / 9� ' MECHANICAL ENGINEER MECHANICAL - � �«��_��,� y ` ' '°" ; R� :: , 5-610 FLOOR DETAILS 2015 01.20 ? ELEVATION OF LEVEL-NEW � �°� C3.O2 STORM SEWER PLAN 2014.09.26 �_ aEau�iN�aNZE ' sh � 5-611 FLO,fl�R DETAILS ��0 . . 1 CONSTRUCTION @ DATUM � � C3.O3 STORM SEWER PROFILES 2014.09.26 Drawn by: dmk 222 CHAPEL PLACE UNITAG201 � �" s' ° ELECTRICAL AVON,CO 81620 LEVEL BEING MARKED-EXISTING ,� ', ° �°� T�: S-612 FL00 , DETAILS 2015 01; O CONDITIONS `� ` R� "� �°9 C3.04 STORM SEWER PROFILES 2014.08.04 �°�-�_LL-n '� ��,J - '�` - --�-� ,�- ._-r� � E000 ELECTRICAL COVER SHEET 2014.08.04 Issue Date: 2014.03.14 voicE:(9�0)949-6ios ^�, � ^° , .� ;' -620 ROOF DETAILS ��0�"i�:�r-�:� ,, ` C4.01 UTILITY PLAN 2014.09.26 �° I J ' �� ^ , f °� � �k R y �� , ,Y C4.02 UTILITY PLAN 2014.09.26 ---Y�- , �. �, _f �, 4,_* a k_ ^ b f ., 2•15 � E001 ELECTRICALSCHEDULES 2014.04.10 Date Issue Description � ELEVATION OF LEVEL-EXISTING � � � 5-621 ROOF DETAILS 2014.1 coN�iTioNS @�alunn � � � 3� � � 5-622 ROO�bETAIL� � ��"� `�-`�`� 2014.�0 � � �� � �,poy ' a ELECTRICAL ENGINEER ELECTRICAL ��`�R ° �< , � � � E100 SITE ELECTRICAL PLAN 2014.04.10 2014.04.10 REVISION 1 .n e .. ,,s , � 8:�1 , SPOT ELEVATIONS � r�� C4.03 UTILITY PROFILES 2014.08.04 E111 BLDG A F1 & F2 ELECTRICAL PLANS 2014.04.10 2014.08.04 BULLETIN 1-CONSTRUCTIONSET � R 4__ BEAUDIN GANZE � � ELEVATION-NEW CONSTRUCTION � tl � S-623 ROOF DETAILS 2014.08.01 222 CHAPEL PLACE UNITAC-201 C5.01 EROSION CONTROL PLAN 2014.08.04 2014.10.07 BULLETIN 2 AVON,co s16zo I � M AT E R I A L L E G E N D E112 BLDG A F3 & ROOF ELECTRICAL PLANS 2014.04.10 2014.11.03 BULLETIN 3 i ELEVATION-EXISTING CONDITIONS C6.01 DETAILS 2014.08.04 VOICE:(970)949-6108 ITEM TAGS ARCHITECTURAL E121 BLDG B F1 & F2 ELECTRICAL PLANS 2014.04.10 2014.12.15 BULLETIN 4 ROOMTAG C6.02 DETAILS 2014.08.04 E122 BLDG B F3 & ROOF ELECTRICAL PLANS 2014.04.10 201501.20 BULLETINS PLUMBING ENGINEER PLUMBING ROOM NAME ROOM NAME�� A111 BLDG 1 F1 & F2 PLANS 2014.11.03 ROOM NAME C6.03 DETAILS 2014.08.04 E131 BLDG C F1 & F2 ELECTRICAL PLANS 2014.04.10 BEAUDIN GANZE sos Zos A112 BLDG 1 F3 & ROOF PLANS 2014.11.03 ROOM NUMBER NEW WORK IN PLAN, EXISTING TO REMAIN IN C6.04 DETAILS 2014.08.04 222 CHAPEL PLACE UNIT AC-201 150 SF �ROOM AREA IN SQ FEET(OPTIONAL) SECTION,OR DETAIL PLAN,SECTION,OR DETAIL A113 BLDG 1 ELEVATIONS 2014.11.03 E132 BLDG C F3 & ROOF ELECTRICAL PLANS 2014.04.10 AVON,co s162o 150 SF C6.05 DETAILS 2014.08.04 VOICE:(970)949-6108 SPACE TAG A114 BLDG 1 BUILDING SECTIONS 2014.04.10 E141 BLDG D F1 & F2 ELECTRICAL PLANS 2014.04.10 S aC2 NaCY1�SPACE NAME(SHOULD MATCH r � TEMPORARY WORK IN EXISTING TO BE REMOVED IN p L - - - - - - - - - - J pLAN,SECTION,OR DETAIL PLAN,SECTION,OR DETAIL A121 BLDG 2 F1 & F2 PLANS 2014.11.03 E142 BLDG D F3 & ROOF ELECTRICAL PLANS 2014.04.10 LANDSCAPE ARCHITECT LANDSCAPING ROOM NAME) LANDSCAPE E401 ELECTRICAL DIAGRAM 2014.04.10 101 SPACE NUMBER(SHOULD MATCH A122 BLDG 2 F3 & ROOF PLANS 2014.11.03 DENNISANDERSON ROOM NUMBER) � WOOD ROUGH L-1 LANDSCAPE COVER SHEET 2014.09.12 Volum�__ A123 BLDG 2 ELEVATIONS 2014.11.03 E402 ELECTRICAL DIAGRAM 2014.04.10 PO BOX 1387 SPACE VOLUME IN CUBIC FEET L-2 BLDG. 1 LANDSCAPE PLAN 2014.03.14 EDWARDS,C081632 (OPTIONAL) ° a a a CONCRETE MASONRY-BRICK A124 BLDG BUILD NG S T ONS 201 04 0 E501 ELECTRICAL ONE-LINE DIAGRAM 2014.04.10 voicE:(9�0)390-3�45 � � �° �� L-3 BLDG. 2 LANDSCAPE PLAN 2014.03.14 Q � ��� � E502 ELECTRICAL DIAGRAMS 2014.04.10 DOORTAGS � A131 BLDG 3 F1 & F2 PLANS 2014.12.15 L-4 BLDG. 3 LANDSCAPE PLAN 2014.03.14 32im 1254B COMMONAREADOORS BAl-fINSULATION � MASONRY-CMU A132 BLDG 3 F3 & OOF A S 201 .11. 3 E503 ELECTRICAL LOAD CALCS/SCHEDULES 2014.04.10 (ROOM#/DOOR ID) L-5 BLDG. 4 LANDSCAPE PLAN 2014.03.14 A133 BLDG 3 ELEVATIONS 2014.11.03 E504 ELECTRICAL PANEL SCHEDULES 2014.04.10 sz UNIT INTERIOR DOORS L-6 SITE LIGHTING PLAN 2014.03.14 I EaRTH MoRraR/�ROUr A134 BLDG 3 BUILDING SECTIONS 2014.04.10 E601 FIRE ALARM & COMM. DIAGRAMS 2014.04.10 1tm WINDOW TAG-EXTERIOR/INTERIOR O APPROVEDFOR• 1tm WA��SYSTEMTAG GRAVEL PORUSFILL SheetTitle 0 ■ B I D D I N G 1tm FLOOR SYSTEM/ROOF SYSTEM TAGS 6LASS SURFACE ; ; RIGID INSULATION P ROJ ECT COVE R ■ P E R M I T A P P L I CAT I O N 20 R@ 7 1/2" STAIR TAG--RISER COUNT AT RISER HEIGHT LOOSE/BLOWN IN � A1 BATHROOMACCESSORYTAG-SEE 0 ����/ ���� INSULATION STEEL CO N STR U CTI O N s��EO��E � REVISION TAG � SHEATHING ����� WOOD FINISH Sheet No. G101 � � �. o s I z � i ,.-�� F t� ,�-� �,r--�, � �� 7 5/8" 5 Ot� b' `f�`'y'"'" ,�'_` Y ° � �`,��`°� �� 9 3/8" * *9 1/4" @ UPPER FLOORS �''� 6 5/8" � 1/2"� �5/8" —7/16" PLYWOOD @ FIRST LEVEL at. ; 4 3/4" ,.� 5/8" 3 1/2" 3 1/2" 5/8" ONLY PER STRUCTURAL SHEAR ��� 5�g" � 3 1/2" �5/8" 1/2" 5 1/2" 5�8�� ,f`` WALL. ATTACH TO UNIT SIDE WALL`A I REALESTATE ! I (NOT PART OF UL ASSEMBLY) �' � CLASS'A'ASPHALT SHINGLES OVER ICE&WATER SHIELD x �-— ' NEW CONCRETE MASONRY WALL-SEE STRUCTURAL �`� ,--6, � ��'`^�.� DEVELOPM ENT & � FOR REINFORCING t� ' ;""�1 L/�A't�'��/�_°--�"P'��"��'`2��-TAPE&FINISH ALL JOINTS& � WOOD SHEATHING-SEE STRUCTURAL /' i �.��' FASTENERS ON EXPOSED FACE MANAGEMENT SPLIT FACE CMU '"� 2x4 STUD @ 16"O.C.-PARALLEL ROWS 1"APART s �11 7/8"TJI-SEE STRUCTURAL I / � �, 3 1/2"SOUND BATT INSULATION @ ALL VOIDS � 2x4 STUDS @ 16"O.C. 2x6 STUDS @ 16"O.C. ZOO N. MAIN STREET � � � �.,� .''ti � ` „ . � °� 1 LAYER 5/8"TYPE"X"GWB-TAPE&FINISH ALLJOINTS& �--- 1 LAYER 5/8"TYPE"X"GWB-EF � 1 LAYER 5/8"GWB OVER 6 MIL POLY OREGON, WI 53575 � � FASTENERS ON EXPOSED FACE 3 1/2"SOUND BATT INSULATION @ ALL VOIDS R-21 BATf INSULATION FILL CAVITY&ALL VOIDS ���� f--1J�SIDE WALL��ST��M�lARIES,$Y LOCATION D s ° '��"'` �� 1/2"APA RATED OSB SHEATHING-PRIMED& � MEP BOXES FROM DWELLING UNIT ��� PAINTED FINISH � SHALL NOT PENETRATE RATED i I; (� STAIRWAY ASSEMBLY. PUTTY PACK � � � �� AROUND SIDES OF MEP BOXES. � �� ��--°`°��,, ,\ _r� >'�'',�- �j 0„ .d'`�� �,`_. v.e.>''`� INCLUDE CONTINUOUS ACOUSTICAL SEAL @ FLOOR LINE � � � � &CEILING LINE } DUMPSTER SHED ROOF C1 MASONRY WALL W5 STAIR WALL W3 BATH FURNACE PARTITION WALL E4 EXTERIOR WALL � STORAGE ���a��l�:����� R4 SOUND TRANSMISSION COEFFICIENT RATING 50(WP 4335) SOUND TRANSMISSION COEFFICIENT RATING 35-39 1 HOUR RATING-GYPSUM ASSOCIATION SYSTEM 3644 UL ASSEMBLY#U333-1 HOUR FIRE RATING-SEE UL LISTING IN SPECIFICATIONS � 12 1/4" 7 3/8" E3A-REPLACE 5/8"APA RATED SHEATHING WITH 5/8" DENSGLAS 6 3/4" 7/8" EXTERIOR SHEATHING @ 4'OF 2 HOUR FIRE WALL ASSEMBLY 1" 5/8" 5 1/2" 5�g" 5�8 �� 3 1/2" 2 1/8" 3 1/2" i 5�$ 3/4" 1/2" 5 1/2" —5/8" E36-REPLACE 5/8"GWB W/5/8"OSB EXTERIOR SHEATHING @ INTERIORS OF STORAGE CLOSETS-PRIME&PAINT � / 5/4"X6 TREX TRANSCEND DECK BOARDS OVER TREATED 2X8 JOISTS 16"O.C.W/HANGERS-1/8"6AP BETWEEN ' � / DECK BOARDS FOR DRIP-THROUGH �STANDING SEAM MTL ROOF DECKING OVER j �SEE STRUCTURAL FOR FRAMING INFORMATION 2x6 STUDS @ 16"O.C. 2x4 STUDS @ 16"O.C.-PARALLEL ROWS APART 2x6 STUDS @ 16"O.C. � �� ICE AND WATER SHIELD OVER 5/8"SHEATHING ON 2x6 % 1 LAYER 5/8"GWB-EF 3 1/2"SOUND BATT INSULATION @ ALL VOIDS . 1 LAYER 5/8"GWB OVER 6 MIL POLY DECK BOARDS OVER 3x10 JOISTS 16"O.C.W/HANGERS- � Z 1 8"GAP BETWEEN DECK BOARDS FOR DRIP-THROUGH / � 1"AIR SPACE EACH SIDE � � / / � `- � :", � R-21 BATT INSULATION FILL CAVITY&ALL VOIDS �� �� � � � � �� (2)1"GYPSUM SHAFT LINER PANELS W/25 GA �:- � / ', `- 'H'STUDS 24"O.C.&ALUMINUM BREAK AWAY 1/2"APA RATED OSB SHEATHING �� CLI PS / BLDG WRAP � � , � ;,- 1 LAYER 5/8"GWB 1 COAT STUCCO SYSTEM-COLORS AS DESIGNATED A, j 1 � W SEE STRUCTURAL FOR FRAMING INFO _ � � � I � � � � � � � � W � O a � TANDING SEAM OVER T&G DRIP—THROUGH DECK SYSTEM 4 PLUMBING PARTITION WALL W2 2 HR FIRE WALL E3 EXTERIOR WALL � - R3 �3 S O U N D T R A N S M I S S I O N C O E F F I C I E N T R A T I N G 3 5-3 9 S O U N D T R A N S M I S S I O N C O E F F I C I E N T R A T I N G 6 0 W }� (� 0 � % — MIN.23/32"STRUCTURAL WOOD PANEL FLOOR SHEATHING UL ASSEMBLY#U347 CONFIGURATION D-SEE UL LISTINGS IN SPECIFICATIONS � O �� 1"GYPSUM FLOOR TOPPING OVER 1/4"SOUND REDUCTION Q � � O MAT-MIN.2500 PSI • � LUXURY VINYLTILE FLOOR FINISH - 7 3/8" � � I --v� 4 3/4" E2A-REPLACE 5/8"APA RATED SHEATHING WITH 5/8" DENSGLAS � � �- 16 3/4" EXTERIOR SHEATHING @ 2'OF 2 HOUR FIRE WALL ASSEMBLY � �, , _ � _ "_,_� j� �;, �_ �,� , �= � - - -�—�- - � � � 31�� � � � — - - � 5 8" 5 8" 5/8"� 5 8" 3/4" 1/2" 5 1/2" 5/8" E26-REPLACE 5/8"GWB W/5/8"OSB EXTERIOR SHEATHING @ � �STANDING SEAM MTL ROOF DECK OVER 15#FELT � = 5 1/2" i 4 1/2" 5 1/2" � � _ _ _ _ _ _ _ � � INTERIORS OF STORAGE CLOSETS-PRIME&PAINT N � PAPER(ICE&WATER SHEILD @ PERIMETER 4'OF = - _ - - _ _ �-\+ m � EAVE,ENTIRE AREA OF 4/12&3/12 PITCHED ROOFS) _ _ _ _ _ _ _ � ON 1/2" PLYWOOD SHEATHING,TYP. I � -`�l-tr 1�l-����-���- �� 2X4 ENGINEERED WOOD ROOFTRUSSES,SEE �'-c�,°r�k�`'= � � � ��.a >��� .� _ ► ` � 1 LAYER 5/8"GWB � � STRUCTURAL �,�," � / � / � � � 2x6 STUDS @ 16"O.C.-PARALLEL ROWS 1"APART 2x6 STUDS @ 16"O.C. � � � LOOSE FILL INSULATION, BEARING UL CLASSIFICATION � ; ' r, '-' � � � MARKING FOR SURFACE BURNING CHARACTERISTICS, ; �- �' 2x4 STUDS @ 16"O.C. � 5 1/2"SOUND BATT INSULATION @ ALL VOIDS 1 LAYER 5/8"GWB OVER 6 MIL POLY � � , ., HAVING A MIN DENSITY OF 0.5 PCF ��`_ �- ; '.. 1 LAYER 5/8"GWB-EF � 1 LAYER 5/8"GWB R-21 BATT INSULATION FILL CAVITY&ALL VOIDS � � �� � � � �?, INSULATED AIR DUCT-UL CLASS 0 OR 1 FLEXIBLE j � AIR DUCT,INSTALLED IN ACCORDANCE W/ �� ��� "�`��`� �� _ _ 1/2"APA RATED OSB SHEATHING MEP BOXES FROM DIFFERENT DWELLING UNITS SHALL NOT BE Project No. 14LION-00-01 �� INSTRUCTIONS PROVIDED BY DAMPER MFR. _ _ _ = LOCATED IN THE SAME STUD CAVITY.PUTTY PACK AROUND ALL -- WEATHER BARRIER / � _ _ _ _ _ _ _ � SIDES OF MEP BOXES THAT PENETRATE RATED WALL ASSEMBLIES PI Ot Date. 1/23/2015 9:48:14 AM CEILING DAMPER-MAX SIZE 324 SQ IN. - _ _ _ = m CEMENTIOUS FIBER BOARD SIDING W/5"REVEAL- i PER MANUFACTURER'S INSTRUCTIONS.(ALTERNATE:PROVIDE INSTALLED IN ACCORDANCE W/INSTRUCTIONS � BOXES RATED FOR WALL SYSTEM)COMPLETELY SEAL GAP COLORS AS DESIGNATED Drawn by: crd/dmk � � PROVIDED BY DAMPER MFR. � � OPENINGS NOT TO EXCEED 324 SQ IN PER 100 SF 1 LAYER 5/8°GWB OVER 1/2" RESILENT "' < BETWEEN BOXES AND GWB W/ACOUSTICAL SEALER � OF CEILING AREA CHANNEL @ 12"O.C. �$$Ue �ate: 2014.03.14 "�_` PARALLEL CHORD TRUSSES,MAX.24"O.C.- ` MIN.TRUSS DEPTH 12" Date Issue Description 1-LAYER 5/8"GWB OVER 1/2" RESILIENT CHANNEL IIC=53 LOOSE FILL INSULATION-FILL VOID 2014.04.10 REVISION 1 @ 12"O.C.OVER 6 MIL POLY 1-HOUR SOUND-RATED TRUSS FLOOR ASSEMBLY 2014.04.29 REVISION2 STANDING SEAM OVER ROOF PARTITION WALL UNIT DEMISING WALL EXTERIOR WALL 2014.10.0� BULLETIN2 R 2 F 2 F LO O R — C E I L I N G SYST E M a 1 E 2 zo�5 o�.zo BULLETIN 5 W�" SOUNDTRANSMISSION COEFFICIENT RATING 35-39 + SOUNDTRANSMISSION COEFFICIENT RATING 53 TR U SS O R RA FT E R SOUND TRANSMISSION COEFFICENT 62 �_ , UL ASSEMBLY#U341-1 HOUR FIRE RATING-SEE UL LISTINGS IN SPECIFICATIONS UL ASSEMBLY#L563-1-HOUR FIRE RATING-SEE UL LISTING IN SPECIFICATIONS UL ASSEMBLY#P533-1 HOUR FIRE RATING-SEE UL LISTING IN SPECIFICATIONS 7 3/8" 13" s E1A-REPLACE 5/8"APA RATED SHEATHING WITH 5/8" DENSGLAS 6 3/4" ��8�� 1� EXTERIOR SHEATHING @ 2'OF 2 HOUR FIRE WALL ASSEMBLY 1/2" MAX FLOOR FINISH-SEALED CONCRETE IN 5/8"� 40 YR ASPHALT SHINGLES OVER 15#FELT PAPER(ICE& / EXTERIOR STORAGE CLOSETS 5/8°' S 1/2" 5/8" 3/4" 3 1/2" 12 1/8" 3 1/2" 5�8 3/4" 1/2" 5 1/2° -5/8" E1B-REPLACE 5/8"GWB W/5/8"OSB EXTERIOR SHEATHING @ WATER SHEILD @ PERIMETER 4'OF EAVE, ENTIRE AREA � i , I INTERIORS OF STORAGE CLOSETS-PRIME&PAINT OF 4/12&3/12 PITCHED ROOFS)ON 1/2" PLYWOOD � 4"CONCRETE FLOOR SLAB-PROVIDE 6 MIL POLY VAPOR i SHEATHING,TYP. � �BARRIER UNDER SLAB WITH 12"FOLDED, LAPPED AND _ / TAPED SEAMS ON 1" RIGID INSULATION OVER 6" � 2X4 ENGINEERED WOOD ROOF TRUSSES,SEE j / MINIMUM COMPACTED GRANULAR FILL TYPICAL. 2x4 STUDS @ 16"O.C.-PARALLEL ROWS APART STRUCTURAL � � WSULATE TO 4'IN FROM FOUNDATION WALL / 2x6 STUDS @ 16"O.C. 1"AIR SPACE EACH SIDE / /� 2x6 STUDS @ 16"O.C. �/ j LOOSE FILL INSULATION, BEARING UL CLASSIFICATION a _ (2)1"GYPSUM SHAFT LINER PANELS W/25 GA MARKING FOR SURFACE BURNING CHARACTERISTICS, 4 P° _ a� a 1 LAYER 5/8"TYPE"X"GWB-EF 'H'STUDS 24"O.C.&ALUMINUM BREAK AWAY 1 LAYER 5/8"GWB OVER 6 MIL POLY � HAVING A MIN DENSITY OF 0.5 PCF � � °_ � � ° � a � d' S 1/2"SOUND BATT INSULATION @ ALL VOIDS CLIPS � R-21 BATf INSULATION FILL CAVITY&ALL VOIDS ;� � � AIR DUCT-UL CLASS 0 OR 1 FLEXIBLE AIR DUCT, �� � 1 LAYER 5/8"GWB INSTALLED IN ACCORDANCE W/INSTRUCTIONS �� 1/2"APA RATED OSB SHEATHING Sheet Title � ��,. � � , '. �� � �� . ' �. � � , -� . R-26 BATT INSULATION FILL CAVITY&ALL VOIDS � PROVIDED BY DAMPER MFR. � � � � � �� , � . (R-13 EACH SIDE) BLD6 WRAP � CEILING DAMPER-MAX SIZE 324 SQ IN. _ � 1/2"APA RATED OSB SHEATHING CEMENTIOUS FIBER BOARD SIDING W/7" RE�EA�- 6 U I LD I N G SYSTE M S � INSTALLED IN ACCORDANCE W/INSTRUCTIONS :>� � COLORS AS DESIGNATED 1, PROVIDED BY DAMPER MFR. '�- BLDG WRAP \� OPENIN6S NOT TO EXCEED 324 SQ IN PER 100 SF �' , _ -. _ — OF CEILING AREA � CEMENTIOUS FIBER BOARD SIDING OR STUCCO „ ,.�=, FINISH-SEE EXTERIOR ELEVATIONS FOR ` - FINISHING SYSTEM AND COLORS 1-LAYER 5/8"GWB OVER 1/2" RESILIENT CHANNEL @ 12"O.C.OVER 6 MIL POLY S eet No. SHINGLE OVER ROOF TRUSS BATH FURNACE PARTITION WALL 2 HR EXTERIOR FIRE WALL EXTERIOR WALL G103 ASTI N P LAC E CO N C R ET E F LO O R � SOUND TRANSMISSION COEFFICIENT RATING 35-39 E 5 SOUND TRANSMISSION COEFFICIENT RATING 60 E 1 R 1 � �1 F 1 �� � � � � �. � � UL ASSEMBLY#U347 CONFIGURATION D-SEE UL LISTINGS IN SPECIFICATIONS I UL ASSEMBLY#P533-1 HOUR FIRE RATING-SEE UL LISTING IN SPECIFICATIONS �F �'� � G � � �I�� DESI GN CRITERIA C�ENEf�L NOTES FOUN�11 ON NOTES RAL DFZAWI NG LI ST . . � 1. C:ODES MD STAM4RD6: 1. GE]�L• 1. DESIGN CPoTERIA 9A GENERAL DESI GN 1A EIVGI�EFFt �S ON THE STRUCTLIRAL DRAWI NGS TO`EIVGI NEFR NEAN THE SlRUCTURAL ENGI f�EFFt OF RECORD. OTI-ER 1A ll-IE GEOTECHNICAL R�ORTS PREPAF2ED BY HP GEOTECH,Nl1NBffZ 109 310P�DATED OCTOBER 27,2009,AND Nll�/Bfft 109 310D,DATED R E A L E STAT E - inrrERnw�ava,�BUi�n���o�2 �rn�ESa�s�a�calY�vo�as°°�acroRS�N�z°,°°n�cwuvic��N�z�,Erc. �avua�Y�,2o�4�omc��waFa��Fa�aa�avoESic�vFOR���r. SHEET NUMBER SHEET NAME DEVELOPMENT & �B ��s �B �s��vo�SS�°v�v��s�a�ca�°n�s,w�-�ia-+s���FO�a��o�v��ui�rS. 2 �arnn�s: S-001 GENERAL NOTES MANAGEMENT - ASCEISEI 7-10"M NI N�AVI DESIGN LQ4D FOR BUI LDI NGS AND OTHER STRUCTURES' - M�XI N�JM TOTAL LC�D SOI L BEARI NG PRESSI�E=5000 PSF(BmROCK) 1C. UNDERGROUNDU11LJl1ES: LOG4TEDCISTINGUTILIIIESA�DNOIIFYARG�ITECTOFDCISTINGUI1LITlESORSUBC�ADE00NaT10NS - NWXINLJMTOTALL04DSOILBEPJ�INGPRESSIJRE=3000PSF(RECOIVPACTmFILL) S-002 GENERAL NOTES 9C. CONCRETE �M-11 CH I NTERFERE WITH Vu7f�K. - ULII MATE COEFFIG ENT OF FRICl10N TO RESIST LATEF�IL LC1�1DS=0.5 - ,qca 3o����SPEC,IFICAl10NSFORSTF�IX,"'TUR4LOONCREfEFORBUILDINGS� - �xosTO�rH=as�Na-�s S-003 QUALITY ASSURANCE NOTES 200 N. MAIN STREET - AG318-11°BUi�n�000E�ui�nrrsFOFZS�uc�c�va�re' 1D. STRUCTURALEIF1VQVfSARECETfTEF2EDONGRIDLIf�SANDGRIDIJI�EIMF�SECTIONSU�LESSDI�/FIVSIONEDOTHFJ�MSE S-004 QUALITYASSURANCE NOTES OREGON, WI 53575 3. FOl1NaAl10N WALLS A�D SITE RETAII�tlNG WALLS: >o n�w,sa�v 2 usE�a3avUn�s: .� Ecaui�a�rvr�ui��ssu�susmFa�wa�oESiav: S-110 BLDG 1 FOUNDATION PLAN ���� D - ACI53a11//�SCE�11°BUi�n���i�mvovrsFORnnason�zvs�ucTU�s� 2a ooNOTSC.�a�awi�s. - "��"�a��=�� S-111 BLDG 1 F2 PLAN �a - ACI 530.1-11/ASCE Fr11"SPECI F1CAl10N FOR M4SONRY STRUCTUFZES' - "AT RESI"CONDIl10N=50 PCF 2S. VU-EREDISCREPANC',IESOCCIJRBEfV1�1PLANS,DEfAILS,C�EF�LNOTESA�DSPK',IFICAl1aNS,THEMORESTRINGENf - "PaSSIVE'CONDIl10N=400PCF S-'I �2 BLDG 'I F3 PLAN ������iinniiii����� 1E STEEI_ REQUI RFJV�NTS SHAl1_G�O�/ERN. DETAI LS ON DRAWI NGS TPJ�PREC�DENCE O�/ER GOVERAI_NOTES A(�D TYPICAL DETAI LS. DETAI LS NOTED - M�XI N�1NI FOOII NG TOTAL LC�D SOI L BEARI NG PRESSIA�E=5000 PSF ��`��� O�o REG/s j. ''�� - ANSI/AISC36Q10"SPECIFICA110NFORSTRIJCTURALSTEELBUILDINGS"LQADANDRESIST�ICEFACTORDESIGN TYPICALAPPLYTOALLSIMLARCONDIl10NS. WHF�ENOSPEC;IFICDEfAILSARES�K7J�N,CbNSTRIJCTIONSHALLCONFORMTOSIMLP,RV�Of�K - ULTIMATECOEF�ICIENTOFFRICl10NUSFDINDESIGNTORESISTLATERALLQ�D6=0.5 5-113 BLDG 1 ROOF PLAN �`�����°°� p'°�oo�`�',, ELSEVU-E}�E ON TF-E PF�JECT. � v�°QP� �9� °� = S-120 BLDG 2 FOUNDATION PLAN _ � - �F v�oo� 3B. WALL DESIGN 6�SED ON ON-SITE GRANULAR 6ACI�ILL ADJACOVf TO FOUf�QAl10N WALLS. SEF GEOTECHNICAL R�T FOR = ° 24585 ° = - ANSI/AF&PAND�2012°NATIOf�IALDESIGNSPECIFICAl10NFORV1�t70DCX)NSTRUC110N°vU��o�su�n�nrr� 3. TevPO�cora�av� �c�ui�vovrs. S-121 BLDG 2 F2 PLAN = ° ° _ .� �s�rur-�is oES�av�To Fun�nav as a uNiT uPO�v cav��av. �cavr��ra�is�sPavsi�Fa�Fur�visHin�ai � °� 6/14�°�� 2 sosnnc�cvaos TENPORARY BRACING A1�L�'OR SUPPOF�f THAT MAY BE REQIJIRED AS TI-E RESIJLT OF THE COfVfRACTOaS OONSTRUC110N NEfFIODS AM�'OR 4. oowP�Fl� S-1 2 2 B L D G 2 F 3 P L A N � � �; - s�snnco�avca�co�zvv=a ��s. �ro°�a��cu�r�s�snn�svs�oESCw�na�r°woES�avcw�aFa�,��ava�wFO�vw�av. �a a�FOO��vcs��avnia��oa<a�dv�xca�A�a��oo�vP�s�rur�Fi�. s�c�o�Nic� S-123 BLDG 2 ROOF PLAN �-�,,�SS �° �N � • � ws�ca�c�=ii �°°nnv�rv°A�°n�san°�a�r�-�s�a�ca'�°NF°RA°°i�°nw�.iNF°�'�°N. S-130 BLDG 3 FOUNDATION PLAN ''���������,�������������` - FARTI-IG�IJ�If�/PORfANCE FACTOR,le=1.00 4. SI�MTTALSAf�D SUBST1TU11aIVS: - nnn�s��r��sPavsEaoca��av,ss=25.�°�og qa. st�nnrra�s: ��zTOS�c��ca�avsFa�oErw��i�vovrs. S-131 BLDG 3 F2 PLAN - MAPPED SPECTRAL F�ESPO�I.SE ACCQERAl10N,S1=7.3%g - I F TI-�OOMRACTOR REQUESTS A G-I�NGE FROM THE STRl1CTURAL DRA1M f�1GS,IT SHAIl BE APPRO�/ED BY TI-E ARCFiITECT AND - oESiavs�c��sPavsECOo-�a�vr,so5=o.2� oESiavE�BYnna�nwnna�nN,INC.PRIORTOSIJBMTIINGSFIOPDRAWINGS. VARIATIONSHALLBEINDICA�DONTI-�SFIOPDRAV�INGS. S-'I32 BLDG 3 F3 PLAN - DESIGN SPECTRAI_RESPOf�1.SE COEFFICI EM,SD1=0.12 CONTRAGTOR Sf-WLL COIVPEN.SATE MARII�YMARII N,I NC.FOR MAF4 NG TI-E C�IANGE. - - sa�si�c�ss=o - �s-���������F��iN���s S-133 BLDG 3 ROOF PLAN ���°�°����r<�� �����'���� �..�,� � - 6ASIC SIRU�TURAL SYSTENt LIGHT FRM/E V1,l�OD WALLS SHEATHm WITH V�0 STUCTURAL PANEIS - ALL SI-IOP DRA1M NGS SHALL REFEF�ETICE THE SIRU�TURF�L DRAWI NG Nl1�iBER A�D DEfAI L USED TO PFZEPARE THE Sl�/1TfAL S-14 0 B L D G 4 F O U N DAT I O N P LA N - STRU�RA�AL SEISMC LATERPJ_SYSTENt LIGHT FRfVVE Vbt�OD WALLS SHEATI-�D WITH V�f�O STUCTURAL PANELS - RESPON.SE MODIFICAl10N FACTOR,R=6.5 4s. s�-RmoNS: aRC�i�c�-s a�tova���sECx���FoRa�s�snitmqvs D �+� �QI► /���� S-141 B L D G 4 F2 P LAN _ - sEisnnc�s�co�iaovr,cs=o.o42 JV�IV� S-142 BLDG 4 F3 PLAN MIaR�IN IVIARTIN - SYSTEM FACTOF�aIVEC-A=3 4C. NONCONFORfV1ANCE: NOTI FY ARCFiITECT OF CaNDlll ONS NOT CONSTRIJCTED PER THE CONTRACT DOCUVENTS PRI OR TO PR0�1 NG � - DESIGN 6�SE SHEAR FAST-V1�EST DI RECl10N=14 K(PER 12 IdVIT MODUL� WITH OOR�ECl1VE V�OFiK. SUBMT PFZOP'06m REPAI R TO THE�RCFiITECT FOR AOCEFfANCE. CONTRACTOR SI-I�LL COIVPOVSATE S-14 3 B L D G 4 ROO F P LA N E[]N 5 V l T I N G ��,��N��a 5 1. C�TE}�L: - DESIGN 6�SE SHEAR NORTl-4-SOUTH DIF�C110N=14 K(PER 12-UNIT MODIA_E) nna�nwnna�znN,INC.FOR DESIGNINGTf-E REPAIR �A THE F011C7�MNG PORl10NS OF Tl-E STRIJCTIJRAL DESIGN WILL NOT BE Sl�IV1TfmATTHE 11NE OF Pff2fV1TAPPLICAl10N. VU-IEN S-150 ENTRY PARTIAL PLANS - SEJSMC�LYSIS PF20CmlJRE -USE ECIUIVP�LENf LATERAL FORC��LYSIS RECFJ\/EpAND REVIEV�ED,TI-E�DEFET�ED SUBMTTAL ITENS SI-I�LL BE SUBMITTmTOTHE BUILDING OFFICIAL BYTHE CONTRACTOR 225 MAIIN STREE�UNIT C 101,EDWAR€�S,COLQRAGi7 81fr32 4D. ALLSI-iOPDRAVUNGSSI-VU_LBESUBMTTmINElECTRONICFORMATOf�LY. _ �p��p�� S-151 ENTRY ELEVATION hRAIN 97�.9�5.5007MARTII�MARTIN.CQM 3. WI I�D LQ�1D6 - �����,-�i 5. ���: - �����-����S S-152 DECK PARTIAL PLANS - aas�c u��nn�w�vUw s�,vu�t=�2o n� ,54 THE STRUCTURE IS DESIGNED TO FIdV�IION AS A UNIT UPON COIVPl�l10N. NOTHING SI-K�MV ON TI-E STRUCTURAL DRAWINGS SHALL BE ���L�� S-161 MAI NT B LDG & D U M PSTE R E N C LOS U RE - PEF��NT EARTH SHOF21 NG SYSTFNIS - 6ASIC NOMNAL 1MND SPEED,v�_�n�-i CON�TRUm AS E11MNAl1NG THE f�IEFD FORTI-E OONTRA�TORTO OONPLY WITH ALL 06�IA RE{1lJIREIVENfS. _ �/��q��NREfEN�q�gygTpV1S S-162 EXTE R I O R STAI R & M O N U M E NT S I G NAG E - �osu�ca�c�r=c - ��vr��ssu�co��GQVr,c�cpi=±o.�s � �cavrRa�ra���al�cESSa�Y�TS,a��TS,�,�s,s�n�v�t�a,�s,sTaB�u�t�,�s,���, �B. C)ON�CTION OF DEFER�D SUBMTfAL ITFNiS TO PRIM4f2Y STRUCTURE BY DEFEF�ED SUBMTTAL SIJPPIJER DEFERRED SUBMTTAL S-300 CON C RETE D ETAI LS BRAC�NG,BEARI NG SEATS,COLUMV SPLICES,ETC.,AS VbE11_PS CL06URES FaR OPO�I NGS. SUPPLI ER TO PRCr/I DE CONNECl1aNS Af�FRAM NG A�VGOVENT TO AVOI D LQ�DI NG VbHICH DCCEED6 TI-E CAPAGTY OF TI-E E10VENT 4, o�p�v�w�ss��ro��c�o�v�a�evrs,�na,�oo��,aw�v�vr'SO�s�q�u�v� �n�An.,��nTO. S-301 CONCRETE DETAILS oo�TOFt�u��nnA� 5C. VU�ETHESIRU�RJRALDRAVUNGSAPPEARTOCON-ZICTVNTH06�IARE{1lJIREJV�VfS,�ES�uu�n�oR,�,vU�s�s�vr S-302 FOUNDATION DETAILS - PRESSl1RES LISTED BELG/VARE ULII MATE 6ASED ON A 10 SF EFFE�f 1VE WI ND AREA R NAL FI NAL COI�DIl10NS OI�LY.TF-E C�NTRACTOR SHALL ADD ALL ERECl10N FRFVVI NG NECESSAFtY TO CO�/PLY WITH�6�-�l 1C. SUBMT STPJ�/PED STRIJCTURP.L CALClA.A110NS FOR ALL DEFEF�ED SIJBMTTAL ITEMS PRIOR TO OR OONCURRENTLY 1MTH DRAWf NGS OR CALCULAl10NS TO BE COIVPLFf m BY CONTRAGTOR PRODUCT QATA I NCLUDE�LYSIS OF ATTAG�VFNT TO PRI M4RY STRIJCTURE I NCLIAE CURR�lT IOC R�T WI"f I-I ALL PROPF21 ETARY S-30 3 F O U N DAT I O N D E TA I LS - s��w,�oa�v�zaw s�a,��oo�zon�s aacRann s. ooiv�rRUC,�av�vanm�►v� s�ucTU�a�vErvrs arv�wva�o�Fa�r�. S-400 TYP MASO N RY D ETAI LS N � - TYPI CAL WALL AREA I NWP�RD PRESSIA�E=33.2 PSF C�l TI-E STRUCTURE DEFI Nm ON THE CaNTRACT DOCUVFMS I-WS BE�IV DESI GNm Of�LY FOR LQ�D6 AN11CI PATED ON THE SIRU�Tl1RE _ - �c.�w,w�,�,anw,�o�ssu�=-�� DURINGITSSERVICEIJFE PROVIDEALLREQUIRmElVGINF�RINGAI�DOTI-�fVEASIJRESTOACHIEVETHENEANS,n�n-�oos,,� S-600 TYPICAL W00D FRAMING DETAILS W - WALL OORf�FRS(OUTWARD)_-44.3 PSF SEQUENCES OF V�t7F2K.SUCH F_NGIf�EERING MAY INCLUDE,BIJT IS NOT LIMTED TQ - TYPICALROOFAREA(OUTWARD)--36.3PSF - LAYOIIf S-601 TYPICAL WOOD FRAMING DETAILS ,�,� - KooF s�aa�zavES�Ea,vES,�s,RIDGES Af�D C)OF2NERS)(OUIVUARD)=-60.9 PSF - DESIGN OF CONCREfE MXES S-602 TYP I CAL WOO D F RAM I N G D ETAI LS N �c�av�oc�u�s wHia-i aoo�ss sra�uN oF�FwarvE ouwn�cavs�nav 5. GRAVINLCYID6 - V�EIDPROC�URES S-610 FLOOR DETAILS W I� 54 SEEC�2AVI7YLC.14DSTABLE - DESIGNOFI'ENPOR4RYBRACINGOFWALLSFORVUf�D,s�snnc,ORSOILLC�DS S-611 FLOOR DETAILS O � � - SUF�/EYI NG TO VERI FY CONSTRUCl10N TOI�RANC;ES � 56. DFZI Fll NG,SLI DI NG Af�D Uf�BAIANC',ED SNC�JV - EVALI.�,l10N OF TEJVPORARY CONSTRlJ�f10N LQ�DS ON STRIJCTURE DUE TO EC1lJl PIVENr AI�D M4TERIALS S-612 F L O O R D ETA I L S � � - GROUf�DSNrJJVLCIWD=145.OPSF - STRUCTURALEI�JGINEERINGTORESISTANYOTHERLQ4DSNOTIDENIIREDONDESIGNDRAVNNGS S-620 ROOF DETAILS Q � � � - SNGIV EXP06lJRE FACTOR,Ce=1.00 - SNC7J�/LQ4D INPORTANCE FACTOR,Is=1.0 7. 000�►vA�ot�t S-621 ROOF DETAI LS � � � Q - ll-�fVIAL FACTOR,Ct=1.00(TYP) 7A STRUCTURAL DRAWINGS ARE NOT ST/al�D-ALONE DOCUV�TIT�A�D ARE INTENDED TO BE USED IN COWUNC110N WITH CIVIL, S-622 ROO F D ETA I LS - TFERIVI�L FACTOR,Ct=1.20(DECK ROOFS,MaJMEN�fJCE ROOFS,DCfERIOR STAIRS) ARCI-iITECTIJF�L,IVECI-I�NICAL,E1ECIRICAL,AND DRAWINGS FROM OTFEfZ DISGPLINES. THE CONTRACTOR SI-WJ_L COORDINATE ALL � G� - FLATROOFSN(7JVLQAD,�=�oo�(�w) �ui�mvovrsoF�corvr�cTOOa�rrsi�vro�a�avU�sarv�v�t. S-623 ROOF DETAILS Z � = - FLAT ROOF Sf�1GIV LQAD,Pf=120 PSF(DECK ROOFS,MAI NTENANCE KOOFS,EXTERI OR STAI RS) (� •� � ��,-�a���,����,���,��,��.,�-�,����,,��,�,��� N W � > GRAVITY LC1AD6 TABLE o�asaPU n�s,AND FIE1D COI�DIl10NS PRIOR TO SI-IOP DRAIMNG Sl1BMTfAL � LJVE LQAD PAF�11110N P01 NT LQAD 7C. SEE ARG�I�iECllA3AL PLANS FOR I fVT EW OR PART1710NS. PAR11T10N FF2AM NG SI-WLL BE CON�CTm TO THE PRI M4f2Y STRIJCiURE I N � � O SUCH A WAY SO PS TO ALLOJV FOR VERII CAL LIVE LQQD DEFLE{,"f IONS OF SPAN/360 OF THE FLOOR FRAM NG. DO NOT M�F�RIGI D VERl1CAL �,L, LOCATION DEl�D LQAD(PS� LIVE LQAD(PSF) FZEUUG"110N LQAD(PS� (LB) AAf�FiOF�ZONTAL CONNEC110NS TOTI-E PRIMARY STRIJCTIJRE IN TI-E PLANE OF THE PAR11110N. . � T- ROOF 18 100 PSF M N No - - � Z � � � o 0 UNIFORM LQAD, � � SEE NOTE 5 FOR � SIVO�IV LQAD6 Q N RESID�VIIAL 40 Yes 5 - a �I STAIRS 5 - 100 - No - - - � Ll�INGS 5 1 No - - DECKS 15 100 PSF M N No - - UNIFORM LO�AD, SF�NOTE 5 FOR SIVO�IV LQ�D6 � �� Project No. �3.os�o.so� ABBF�E1/IAl10N LIST Plot Date. 1Z/16/Z01490326AM Drawn by: KJG/SJM / P+er EA Each k K�p @ At EC EpOxyCOQted PAF PO�n�er'A�Uated FaStE�'le�" DATE ISSUE AND DESCRIPTION /� p111C�'lOr�t � Ec'l�l� L� COCT�I'@SSIOII FJ1�2dCl�llt � �'1C�ICUI�1" 03.14.14 BID AND BUILDIN6 PERMIT ACI Arr�e��ican Cor�a-ete Institute � �1 Fc7C2 L� COII'�f2S.SlO�I��ICe � ��@���� 08.01.14 CONSTRUCTION SET APA Arr�erican Ply�n�od E1 �evation LDH I-bok Developrr�rtt Length 04.10.14 REVISION 1 Assocc�ation E7V Edge Nail W-I Long Leg Haizontal RE: or REF Refer to(Referenoe) APPFZOX Appro�arr�te EOR Engineer-0f-Reoord LLV La�g Leg Vertical REINF Reinforoe(ing)(d)(ment) ARG-I Architec�or Architec�ural � Equ� LOIVG La�gitudinal REC�p Required ES Eadi Side LSL Larrinated Strand Lumber' R�or BO Bottom of E1N Each V�iay LTE Tension Err�bedment SCHm Schedule �G ��� DCP E�ar�sion LTS Ten.sion Lap Splioe Length SIM Similar BM Beam LVL Level or Larrinated Venec' SOG Slab on Grade BN Bour�dary Nail FL.R Roor Lumbe�- � �� FI�D Foundation T/or T.O. Top af FTG Footing � �rY THK Thidc or Thida�ess CJ Ca�-rtrd Ja�t MAX Ma�dmum TOC Top of Concrete CLR Cl�r Gq �a-�� MN Ninimum TOF Top of Footing CIV�.J Ca�a�ete N�sor�ry Unit GALV C�Ivanized MSC Niscellaneous TOM Top of�/lasor�ry COL Cdurm GL Gl�lam NL Nicro-Lam T06 Top of Steel A CONC Concrete NLS NlasonrY�p��� TC7�l�/ Top of Wall ,`:° �p� ���� HAS a. Fleaded a.�f.�a.S�ud I�RAIV.S Trans��se S h e e t T i t I e HD�4S NS Non-Shrink or N�r Side TYP Typical d P+�-my HD I�eaded or Hol� NTS Not To Scale G E N E RA L N OT E S DIA or f7� Diarreter HDG Hot Qpped Galvanized MI�C Norrr�l V1�ight C,a�a�ete UNO lk�less Noted Otherwise DIM Dirr�ension HK I--look DN Dan�n I-IORIZ Horiza�tal O.F. Outside Faoe �T Vertical DTL(S) De�ai I(s) OC On Center D�G(S) Drawing(s) JST Jast OH OpF�osite Hand W/ Wlth Sheet No. D�L(S) Dov�els(s) JT Jar�t OPP O�Site VW� V�Ided 1Mre Reinforoement � ��00 � � � � z i 5 4 3 I 2 I 1 � �� . T���� Ti�� T���� REAL ESTATE T/DEG4NG 110'-111/8" _� 110'-111/8" — a 108'-111/8" 108'-111/8'� DEVELOPMENT & W1-B1 a (3)9114LVL 2 OH 2 \— (3)9114LVL W1-61 W1-B1 (3)9114LVL a 2 q-{ 2 � — (3)9114LVL W�'B� MANQ('jEMENT 5-612 5-612 �12 5-612 � � � � � 200 N. MAIN STREET � � � � � � , , �� � � � � � � � � � � � � � � � , , , � � � � � � � � � � � � � , , � � , �� � � � � � � � � , , , , , , , , �, , , , , , , , , �, , , , , , . , . , , , , , , , , � , , , , , , , , , �, , , , , , , , , OREGON, WI 53575 � � � � � H5-31 H1-21 H1-21 H5-31 W1-A3 H5-31 H1-21 ��� H1-21 H5-31 Sec�� F�? � D Fi7-41 Fi7-41 W 1-A3 H5-31 H5-31 I H7-41 Fi7-41 H7-41 Fi7-41 W 1-A3 1�5-31 H5-31 I W 1-A3 E-17_41 Fi7-41 i�, ������iinninw � � � � � � � � � � � � � � ,�� R %, , , , � , , , , � , � , � , � � � „ � , , , , , , , , , � � � � � � � � � � � � � , , . , . , . , � � � � � . � ��� p0 EG� '% � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � 2 ���` �F00000 S� %, ,� o °°� '; F �\c>��°QP�` ��qir°��O�, � � � � � � � � � i 5-610 = � ° = � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 1 � � � � � � � � � � � � � � � � � I = _ „ � � „ „ � , . . , , � � „ � , � , � � „ � „ � � � � � � � � � � � � � � � � � „ � � � , � � , . � „ „ - 24585 - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � - - � � � � � : : : : � � � � � ii � � � � � � � � � � � � � � � . � � � � � � � � � � � � � � � ; ;� °� 6/14���; T/SI-EATHING _ T/ � T/SHEATHING _ T/DECK i � � o �\ 110'-11 1/8' 108'-9 7/8" 108'-11 1/8" �� 110'-97/8" - - - 5-610 � � � � � � � � o���l=�� � � � � � � � � � � � � � � � � � � � � � � � � � � I I I � � ' � � � � � � � � � � �� %, � o� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � �i, S'l��� �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � N 1 � 1 � 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 i 1 � 1 � 1 I 1 1 1 1 1 1 � 1 1 1 i 1 1 1 1 1 1 m ��///��//vIVA L \������` �m I � � � � � � � � � � � � � � � � � � � � � � � � � � � � i i i i i i i i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I = � 2 10`?:, �� ��i'�i1; , , � � � � � � i� � � � � � � � � � � � � � I I � � � � � � � � � � � � � � � � � � � I I � � � � � � � � � � � � � � � � � � � � � � � � Q � a � � � � � � � � � � � � � � � � � 5-611 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � W4-A2 I I W4-A2 I W4-A2 I I W4-A2 W2-B2 __ _ — - -- �� MIA�R�IN/�IVIA�R�TIN'� � � � � � � � � � � � � � � � " " " S-611 E[]NSUITING EhlGINEERS � � � � � � � � � � � � � Q Q 3 91/4 LVL(a�4"OC � � � � � � � � � � Q '� �' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � __� + � � � � � � � � � � � � � � � � � � � � � � � � � �n i� � � '¢ _ � � � � � � � � � ?' � � � � � � � � � � � � � � S-61O � ' -- -- -- 225 N1AlIN STREE�UNIT C 101,EDWARE}S,COL{]RAGi7$1fr32 .n i � � � �' I I � H1-11 NtAIN 97�.9�5.5007 MARTII�MARTIN.CQM N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 / 1 � 1 1 1 1/ - �i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � � I I 1 1 1 1 1 1 � � � / � 1 � � 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �_ 91/4LVL � I I I I I , m ' �g1/4LVL@ 4 SIM , i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I I � . i 24 OC S&21 � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � _ � � � � � � � � � � � � � � � � � � � � � � I� � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � ,� � � � � � � � � � � � � � � : � � ,� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � _ � � � � � � � � � � � � � � � � � i l I � l _I_ I I - I- I _ _ I I _I t -I 1- M-41 Fi7-41 , , , , , , , , , , , , �H5 31 -31 , , , � � , , � � � , , Fi7-41 Fi7-41 Fi7 41 H7-41 H5 31 Fi5 31 H1-21 Fi5-31 W1-A3 (� ,. � � � � � � � � � � � — � � � � � � � � � � � � - � r / � -- --- � � -- --- � , , W W1-A3 �-31 H1-21 ' - -- ' H1-21 H5-31 W1-A3 1 W1-A3 �-31 H1-21 ' - -- ' ' �j � ' I _. _. I � � � -- -- 5-610 -- -- I � � � � N _' _' � ac � � � �� � � � � � � � �j � � , , , , , , �. , . , . � � � � , , , , , , , , , . �. , . , . � � � � � � �„�,J °' � , , , , , , �, , , , , � __ :�l ' , , , �, , , , , , , , , . , , , , � , , , , , � __ :�l ' , , � �n � � � � - - - - _ a � - - - - � (3)91/4LVL W1-61 � � �W1-61 (3)9114LVL �� (3)91I4LVL W1-B1 � W1-61 (3)9114LVL 3 T/DEq4NG 3 � � � � a a �� 1 — � � C2 � 5-612 108'-111/8" �152 � � — � cc O T/DEq4NG S-612 2 5-612 T/DECf4NG 5-612 S-150 � � 110'-111/8" ��� 110'-111/8" � � � T/DECf4 NG 108'-11 1/8" N W � � — > � Z ° o BLDG 1 - 2ND FLOOR �; � 1/8" = 1'-0" O � Z NORTH — � J � ° ° NOTES' N ~ 1. SEE GVtL AND ARC,�-I FOR�TUM E1EVAl10NS FOR EACH BUILDING. � 2. ALL,,,,ALLS A�-fYPE 0 , UNO. � �--I 3. SEE�G00 FOR WALL, P06T, BEAM AI�HEADER SCI-iF_DULES. � 4. ALL FLOOR JOISTS ARE 20"DEEP OPEN WEB Vbt�OD TRUSSES, UNO. 5. "W53"II�DICATES V�K�OD SHEATHING, SEE 11/�600 6. SEE 5/S-602 FOR BEAM AND JOIST HAIVGE�SSCI-EDULE � ����� �S�� ���Q � Project No. �3.os�o.so� TOP CHORD DEAD LQAD =25 PSF Plot Date. 1Z/16/Z0149:03:28AM BOTTOM C�-IORD DEAD LQAD =15 PSF TOP C�iORD LIVE LQAD =40 PSF D raw n by: KJ G/SJ M LIVE LQAD DEFLECl10N =U880 TOTAL LQAD DEFLECl10N =U480 (DEFLECl10N CRITERIA IS Br4SED ON EQIJIVALENf S1IFFNESS TO MAINTAINMNIMUMOF81-QNATURALFI�QUFJVCYOFFLOOR DATE ISSUEANDDESCRIPTION F��` 03.14.14 BID AND BUILDIN6 PERMIT � 08.01.14 CONSTRUCTION SET 12.15.14 BULLETIN#4 — H2 - 22 � �ti�0° — #b��,� #,���,� HFADEJZ� W2 - A2 ��'�0° ��� ������ STUDS&SPAGNG � .f� ��� Sheet Title C1 �o�r nna� B LDG 1 F2 P LA N Sheet No. � a � � � � S- 111 5 4 3 ( 2 I 1 � Jt�� . T/DECM4 NG 119'-9" T�aan� Tio�cbn� Tio�c�an� REAL ESTATE 121'-9" 121'-9" 119'-9'� D EV E LO P M E NT & �W1-81 a C1 3� � 3 C1 _ � a C1 3 — — (3)91/4LVL — (3)91/4LVL W1-B1� W1-B1 — (3)91/4LVL — OH 3 �� (3)91/4LVL W1-B1 MANAGEMENT S-612 5-612 5-612 S-612 � � I � � 200 N. MAIN STREET � � � � � � , �� � � � � � � � � � � � � � � � � , , � � � � � � �� � � � � , , � � , �� � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � , �� � � � � � � � � � � � (� � OREGON, WI 53575 � H5-31 H1-21 H1-21 H5-31 F-b-31 H1-21 � ��� H1-21 H5-31 Se�l �� � D H5-31 W1-A1 H5-31 H5-31 W1-A1 H5-31 H5-31 W1-A1 H5-31 �H5-31 I W1-A1 H5-31' i�,, \������iinninw , , , , , , , � , � , � , , � � � , � , , , , , , , , , � , � , � , � � � , . � � , , . , . , . , � � � � � . ,� ��� REG� �. -, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � „ � � � � � � � � � � �` 0000S '% I ; �� � : S610 ��vp��QP�1. D pq����,, 0 0 � � � � � � � � � � � � � � � � � � � � 'T/DECK � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i = � _ , , � � � , � , � , . . , � � , , � � , � , , � � , , � � � � . ,TioEa< � , . � � , � , - 24585 ° �_ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i i � � � � � � � � � � � � � � 121'-9" � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � _-v � � �` � � � � � � - - 1 I I I I - - 119'-9" i � ;� ° 6/14��\ �� i � � � � � � � � T/SI-FATHING � � � � � I I � � � � S-610 � � � � � � � � � T/Sf-�ATHING � � I � � � � � � � � i �''%, � °°� �°°°� � i � � � � � � � � � � � � � 121-7 3✓4 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 119'-7 3�4 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �,, S'`�,,,,�c�� ��� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � %�,,,'�IVH L ������ m I I ; , � I I � � � I m ii�il iii,� ,,� i N —. � 1 1 1 1 1 1 1 t � 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1�� . 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 � i 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 � i 1 1 � i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t � 1 � t � 1 1 1 1 1 1 1 1 i � i � � � i � � � � � � � � � � � � � � � � i � � � i � � � � � � � � � � � � � � � � � i � � � � � i � � � � � � � = I I Q Q M M � I ( ' 10`::, �� ��i'�ii. � � � � � � � � � � � � I I � � � �� � � � � � � � � � � � � � � � ,� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . . , SIM � � � � � � � � � � � .. � . � � � � � � � � � � � � � � � � � � � � � � � � � � ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �S-610 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � W4-A1 I I � W4-A1 W4-A1 I ( W4-A1 � — � — � W2-B1 MIAR�IN�IMARTIN Q cv I I ¢ ,� � E[]NSUITING EhlCaINEERS � � � � � � � � � � � � � � I I "' � � � � � � � � � � � � � � � � � � � � � � � 3�` � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 3 � � ' ' ' ' ' ' ' ' ' ' ' � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � S-61O 225 N1AlIN STREE�UNIT C 101,EDWARE}S,COLQRAGi7$1fr32 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 1 � , f ��Q I I I �1� / 2 NtAIN 97�.9�5.5007 MARTII�MARTIN.CQM � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � 00 � � � � � � � � � � � � � � � i � i � i � � � � � � � � � � � � � � � � � � � S-610 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I � � � � � � � � � � � � � � � � -� � � � � � � m � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � N � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I I � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 2 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � i � i i i � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � i i � � � � � � � � � � � � � � � � � � � � � � � � � � i I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' ii ' ii . „ i� " " ;_ii , . , ii . , , , , , ii „ . ii , . , ui , , , r1 , , i- r , , . _„ � M-41 Fi7-41 , , , , , , , , , , , , , �F-15-31 H5-31 , , , , , , , � , � , , , H5-31 �H5-31 , , , , , , , , , , , , , Fi5-31 H5-31 H1-21 Fi5-31 W1-A1 [� C � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � / W1-A1 ' ' W1-A1 W1-A1 ' ' W H5-31 H1-21 � � H1-21 IH5-31 H5-31 H1-21 , , � ca � � 1' � � ' � I I � � � � N � � � �� � � � � � � � � � � , � % � I � ^ � � � � � � � �� � � � � i � � � � � � � � � � � � � � � � � � i I W � � � � � I I � � � � � � � � � � � � � � � I I I 1 O � ,A I � 3 3 � I � 3 4 � � � � � 5-612 � 5-612 5-612 OH 5-612 (3)91/4LVL — W1-B1I � � W1-B1 (3)91/4LVL � � (3)91/4LVL W1-61 W1-B1 (3)91/4LVL � - - - - T/��� Q Q � � a T/DEG4 NG — — � � a — - - 11 g-g' - - - - � � T/DEd4NG � 121'-9" 3 OH 121'-9" 3 q..� 3 TYP � � V 5-150 T/DECKING 5-150 5-152 � � � � 119'-9" � � � � � � > , � � O � BLDG 1 - 3RD FLOOR �; � 1/8" = 1'-0" O � Z � � NORTH � � Q O NCffES: � N ~ 1. SEE CIVIL AND ARCH FOR DATUM ELEVAl10f�IS FOR EACH BUILDING. �..� 2. ,�w,qu..s a�,-,r� 0 , uNO. a 3. SEES-G00 FORWALL, P06T, ��o����. a 4. A11.FLOOR JOI STS ARE 2(7'DEFP OF�'OV WEB V�t�OD TRUS.SES, UNO. 5. "V�3" INDICATES V��OD SHEAII-iING, SEE 11/�600 6. SEE 5/S-602 FOR BEfVVI AI�JOIST FiF�NGER SCHFf�I ll F � FLOOF�TRl.1S.S DES�GN CRITERI/� � Project No. �3.os�o.so� TOP CI-IORD DF1�D LO�AD =25 PSF Plot Date. 1Z/16/Z0149:0331AM BOTTOM CI-IORD DEAD LO�AD =15 PSF TOP CI-IORD LIVE LQAD =40 PSF D ra w n by: KJ G/SJ M LIVE LQAD DEFLECl10N =U880 TOTAL LQAD DEFIFCTION =V480 (DEFLEC110N CRITERIA IS�4SED ON EQUIVALENf S1IFFNESS TO MAINTAINMNIN�JMOF81-QNAIlJRALFREQUEIVCYOFFLOOR DATE ISSUEANDDESCRIPTION F���` 03.14.14 BID AND BUILDIN6 PERMIT � 08.01.14 CONSTRUCTION SET 12.15.14 BULLETIN#4 - H 2 - 22 � �ti�0° - #►��� #,��� �� W2 - A2 ��'�0° ��� ����� s-ru�s&sPaan� A .f� ��� Sheet Title C1 Po�r n�w� B LDG 1 F3 P LA N Sheet No. � a � � � � S- 112 5 4 3 I 2 I 1 � �� . Tio�aan� Tio�aan� REAL ESTATE ri°Ea°n� Ti°Ea°n� DEVELOPMENT & 108'-11 1/8" 108'-11 1/8" 110'-11 1/8" 110'-11 1/8" �W1-B1���— C2 2 OH �2� — W1-81 W1-B1 � C2 2\ �� — W1-B1 MANl4�]EMENT (3)9114 LVL � (3)9114 LVL � � (3)9114 LVL � � — (3)9114 LVL � 5-612 5-612 5-612 5612 � � I I � � 200 N. MAIN STREET , , , , , . , �� . . , , , , , . �, , . , , , , , , , , , , , , , , ,�, , , , . , , , . ��. , , . , , , , , , OREGON, WI 53575 � � � � � � � � „ � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ��� � „ � � � � � � � � � � �� Se�i W1-A3 W1-A3 W1-A3 � W1-A3 p H5-31 H1-21 H1-21 H5-31 _ H5-31i H1-21 g.6�p H1-21 H5-31 _ D �������iiiiiiinwii, H7-41 H7-41I H5-31 H5-31 �H7-41� H7-41 M-41 IH7-41 H5-31 �H5-31 M-41 H7-41 \�������� REG� T�,� . . � , . � � � � � � � � � „ „ � � „ � � � � , , , , � „ � � „ � . � „ � � „ � � � � � � � � 000:�,� S -, � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � , , � � � � � � � � � � � � � � � � � � � � � � � � ;�o�,���°�� oo°° F�' �' \ c,o°QP q�°o�4 �, _ � - � � � � � � � , � , , , , , , , , � � � � � � � � � „ � � � � „ „ � � � „ �� � � � � � � � � , , , , , � = 24585 = � � � � „ � , , , , � � � � � . � � � � � � � � � � „ � � � � � . � � � � „ � � „ _ o o _ � � � � � � � � � � � � � � � � „ � � � � � � � � � � � � � � � � „ � , � � � � � � � � � � , � , . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � Tio� � � � � � � � � � � � � � � � � � � � � � � � � � � � � s��o � � � � � � � � � � � � � � =�� 'L2L'(6/14 °�� I I I I _ I I I I I I ��� o �,\ T/SFiEAII-IING 108'-11 1/8" T/SHEAII-IING - �� � �, � o �° � � � � � � � 108'9 7/8' � � � � � � I � � � � � � � � � � � � � � � � 110'9 7/8" � � � � T/DECK � � � � � � � � '',�,,S'��-�---c�����` � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� 'vIVA L �� N 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 / 1 � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N �/l//iIi ".',�\,\� m � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 110'-11 1/8"� � � � � � � � � � � m ��i � � � � � � � � � � � I I I � � � � � � � I I I � � � � � � � � � � � � � � I I '� � � '� � I I � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � VV53 � � � � � � � S � S � � � � ' VU53� � � � ` � � � � 'VV53 S � � � S � � � I I S � � � � � � � � ' V�3� � � - 2 ' � � - `a.,��t`o`;:,,;��,��i'�i!: � � 2 5-611 � � � � � ! ' � � � ' � � � � � � � � � � � � � ; � � �� ' � � �� � � � ; � S � � � S-610 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , , � � � � � � � � � � � � � � W4-A2 I I W4-A2 W4-A2 , ' W4-A2 � -- - I I MIAR�IN�IMARTIN ,� -- _- Q E[]NSUITING EhlGINEERS 91/4 LVL 24 OC `A �� � 5-611 � � � � � � � � � � � � � � � � � � � � � � � � � � N � � � � � � � � � � � � @ � I � � � � � � � � � � � � � � � � � � � � � � � � � � � `y I I Q � � � � � � � � � � � � 225 MAll11$TREE�UNIT C 101,EDWARE3S,COL{JRAGi7$1fr32 " " � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � Q � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � hRAIN 97�.9�5.5007 MARTII�VMARTIN.CUM � � � � � � i H1-11 , � � � � � � � � � � � � � � � � � � � � � � � � � � � I I � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 91/4LVL � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � _ / I I I I N SIM 4 m 00 N � � 5-621 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 91/4LVL � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 12 � � � � � � � � � � � � I I � � � � � � � � � � � � � 24"OC I � � S-610 � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ,� � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � W1-A3 - .I � I -I- ' I. . I-1 I I _� - �. - I�- I�- V� Fi5-31 H1-21 Fi5 31 H5 31 , , , , , , , , , , , , , Fi7-41 Fi7-41 Fi7-41 Fi7-41 , , , , , , , , , , , , , Fi5 31 -31 , , , , , , , , , , , , Fi7-41 Fi7-41 , , , , , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , W ' ' W1-A3 W1-A3 � -- - � W1-A3 � '" ' H1-21 IH5-31 _ _ H5-31 H1-21 � H1-21 H5-31 _ � � � ' � -- -- I � -- -- ' ' V� , , , , , , , , , , , , � a..i I -- -- I , , , , , , , ,�, , , , 3 -- -- , � � � � W � ^ � ; ; ; ; � ; ; : ; ; ; ; ; ; ; ; ; : ; ; ; ; ; ; ; � � I ; ; ; ,� ; : ; : : : I �.n I 5-612 •• - � � •- - � (3 91/4 LVL � � � � O � W1-61 - - �- - ' I I I ' � � �..� � a T/DECF4 NG � - - - - 1 — 3 9114 LVL (3)9114 LVL 1 - - - - )91/4 LVL i � � � � 108'-111/8" � 2 5-612 T/DECKIN� .W1-B1 W1-61 a _ �S-612�� I 5-612 W1-B1 \ � O �,�o � � �� � � V 108'-11 1/8" T���� 2 110'-11 1/8" 3 110'-11 1/8" � �150 � �152 � aQ � � � � . � W � > Z ° o BLDG 2 - 2ND FLOOR � � 1/8" = 1'-0" O � Z NORTH — � J � ° ° NOTES' N ~ 1. SEF CIVIL AND ARG-i FOR DATUM EIEVATIONS FOR EACH BUILDING. � 2. AL_L„UALLS ARE,-YPE 0 , UI�10. � �--I 3. SE�S-600 FOR WALL, P06T, BEAM AND HEADEF�SCHEDULES. � 4. ALL FLOOR JOISTS ARE 2(Y'DEFP OPEN WEB V�t�OD TRUS�SES, UNO. 5. "VUS3" INDICAlF_S V�it�OD SHEA�T}-IING, SEE 11/�600 6. SEF 5✓5-602 FOR BEAM AND JOIST HPJVGER SC�IFfX� F � FLOOF�TRl.1S�5 DES�GN CRITERI/� `� Project No. �3.os�o.so� TOP CFiORD DEAD LQAD =25 PSF Plot Date. 1Z/16/Z0149:0335AM BOTTOM CI�ORD DEAD LQAD = 15 PSF TOP CFiORD LIVE LQAD =40 PSF D raw n by: KJ G/SJ M LIVE LOiAD DEFLECl10N =U880 TOTAL LQAD DEFLEC110N =U480 (DEFLECl10N C�ITERIA IS BJ�SED ON EQIJIVALENT Sll FFNESS TO MAINTAIN MNIMUM OF 81-Q NATURAL FREQUENCYOF FLOOR DATE ISSUE AND DESCRIPTION F��` 03.14.14 BID AND BUILDIN6 PERMIT � 08.01.14 CONSTRUCTION SET 12.15.14 BULLETIN#4 — H2 - 22 � �ti�0° — #b��,� #,���,� HEADER MAF��K W2 - A2 ��'�0° ��� ������ sTU�s&sPaan� A ��� ��� Sheet Title C1 �r niw� B LDG 2 F2 P LA N Sheet No. � a � � � � S- 121 5 4 3 ( 2 I 1 � �� . REAL ESTATE Tio�cbn� T�aan� Tio�c�an� Ti°Eaan� DEVELOPMENT & C1 119'-9" C1 �� � 119'-9" C1 C1 121'-9" �� 121�-g� MANAGEMENT �W1-B1 3 91/4LVL � � (3)9114LVL (3)91/4LVL W1-B1 ( ) � � � �� (3)9114LVL W1-B1 W1-61 �� � a..� � 1 1 5-612 5-612 S-612 5-612 I � � � I I � � I 200 N. MAIN STREET , , , , , . , �� . . , , , , , . ,�, , . , , , , , , , , , , , , , , ,�, , , , . , � , , . , �, , . , , , , , , OREGON, WI 53575 � � � � � � � � „ � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � „ � � � � � � � � 1 p H5-3�1 H1-21 H1-21 � H5-31 F�-31 H1-21 ���� H1-21 � H5-31 p 5��� W1-A1 W1-A1 W1-A1 W1-A1 ��������������������ii H5-31 Fi5-31 �H5-31 Fi5-31 Fi5-31 �H5-31 Fi5-31 Fi5-31 �������� REG� ��,, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 000:�,� S % � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� ����'Q�P�� ��9�0�`��`�, = � = , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , , , , , , s��o = 24585 = � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � T/DECK � � � � � � � � ° ° - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � �- � � � � � � � � � � � � � � � 1 I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� o o � � T/oE I I I I 121'-g' � �� ��12�6/14o c�� � � � � . � � %, o, ��° �� � � � � � � � T/SI-�AII-IING � � � 119-9" � � � � � � � � � � � � � � � 12�4� � � � � � � � � � � � � � � `�,5��� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� '�IVA L �� � ! � � � � � 119'-7�4" � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ���v;i, � ,,,����� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ;;,i��,�„� � � � W53 VVSi � � �3 m I �� 1 1 1 1 1 1 1 I 1 � 1 1 1 I I 1 1 1 1 1 t � 1 1 1 1 1 1 � t I I 1 1 1 1 1 I 1 1 1 1 � � � 1 N i I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 � t � 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 � 1 [ � I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ ( Q1 �°y.:� I� F�:I���.. � � � � � � � � � -� � I I , � � 11 � � � � � � � `"' � � � � � � �� I I N �� � � � � � � � � � ¢ � �SIM � � � � � � � � � � � � � � � �,� Q � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ► � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � S-610 � � � � � � � � � � � � � � � � � � � � ? � S "' � � � � � � � � � � � � � � � � � W4-A1 W4-A1 W4-A1 � W4-A1 I I I I MIAR�IN�IMARTIN � i i E[]NSUITING EhlGINEERS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I � � � � � � � � � � � � � � � 3� � � � � � � � � 6� � I I � � � � � � � � � � � � � � � � 3� � � � � � 225 MAll11$TREE�UNIT C 101,EDWARE3S,COL{JRAGi7$1fr32 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � t i � � t i � � � � � � � � � � � � � � � t � � � � � � � � � � � � t a—�— � � � � � hRAIN 97�.925.5007 MARTII�➢MARTIN.CUM � � � � S-610 �� � � � S�610, � � II � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � m � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �- N 1 1 1 1 1 1 1 1 � 1 1 1 � 1 � 1 � 1 1 1 1 1 1 1 1 1 1 1 � 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 � � / I I I I m � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t � � � t � � � 1 �1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 � � � � t 1 1 1 1 1 1 1 1 � � � � � � � � � � � � � � � � � � � � � � � � � 12 � � � � � � � � � � � � � � � � � � � � � � � � � � 2 � � �' � � � � � � � � � � � � � �1 S � � � � � � � � � � � � � � � � � � � � � � � � 5-610 � � � � � � � � � � � � � � � , � � � �� � � � � � � � � � � � � � � � � � � � � � � � � u � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � W 1-A1 , —I � I _I ' (. '( . ( ( —I -1 _ - - - - I—I_ I—1- r / ,.. H5-31 H1-21 H5- 1 -31 � � � � � � � � � � � � � Fi5-31 H5-31 � � � � � � � � � � � � � H5- 1 -31 � � � � � � � � � � � � H7-41 H7-41 , , , , , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , W � � � � H1-21 IH5-31 W1-A1 W1-A1 �_31 H1-21 ; ; H1-21 Fi5-31 W1-A1� � � � � � �\ N � ' � I � �\ � � � � i � � vi i i i ' � I � � • � � � � �I� � � � � � � W � � „ � , , , , , , , , , , , , , �, , , , . „ � , , . , , , ,� 4 � � � �� � � � � � � � � � � � � � � � � � � � �� � � � � � � 5-612 ' I � ' 3 ' � I � � W1-B1 (3)91/4LVL � 3 I ( � � � 3 � I � � C C1 — 5-612 � l"� T/DECI4NG �� _ _ �S-612 Q = O � 119'-9" � - - - - _ (3)9114LVL �� W1-B1 W1-B1 �� (3)9114LVL � - - _ (3)9114LVL �� W1-B1 � � � � T/DECI4NG � 3 T/DEG4NG 3 � S150 119'-9" 12��� � 5150 121'-9" 5-152 � � � � � � � . � W � > � Z ° o BLDG 2 - 3RD FLOOR �; � 1/8" = 1'-0" O � Z � NORTH � � Q O �: � � ~ 1. SEE CIVILANDARCFi FOR DATUM ELEVAl10NS FOR EACH BUILDING. N 2. AL_L„UAL_LS ARE l-YPE 0 , UI�10. � �--I 3. SEE�600 FOR WALL, P06T, BEAM AND HEADER SCHEDULES. � 4. ALL FLOOR JOISTS AF�2(Y'DEFP OPEN WEB V�t�OD TRUSSES, UNO. 5. "VU53" INDICATES V�t�OD SHEATHINC� SEE 11/�600 6. SEE 5✓5-602 FOR BF�/l AND JOIST HAIVGER SCHFf�I 1 F �� FLOOF�TRUS�S DES�GN CRITERI/q: '� Project No. �3.os�o.so� TOP CHORD DEAD LOiAD =25 PSF BOTTOM G-IORD DEAD LO�AD = 15 I'SF P I ot Date. 1Z/16/Z014 9:03:39 AM TOP CHOF�D LJVE LQAD =40 PSF D raw n by: KJ G/SJ M LIVE LQAD DEFLEC110N =V880 TOTAL LQAD DEFLECl10N =U480 (DEFLEC110N CRITERIA IS 6�.SED ON EC�UIVi4LEM Sll FFNESS TO MAINTAINMNIN�JMOF81-QNATURALFREQUENCYOFFLOOR DATE ISSUEANDDESCRIPTION ��\ 03.14.14 BID AND BUILDIN6 PERMIT I 08.01.14 CONSTRUCTION SET 12.15.14 BULLETIN#4 — H2 - 22 � �ti�0° — #b��� #-���� HEADER MAF�K W2 - A2 ��'�0° ��� ������ sTUOS&sPaan� � .f� C 1 ��� Sheet Title Po�r nn�c B LDG 2 F3 P LA N Sheet No. � a � � � � S- 122 5 4 3 I 2 I 1 � Jt�� . 2 T���� 2 T�4� 2 REAL ESTATE T/DEC{4NG 5150 T/DECM4NG � 110'-111/8" �150 �� a 110'-111/8" 5150 108'-111/8" 108'-111/8" W� B� (3)91/4LVL � � � 1 )91/4LVL — W�-g� T���� DEVELOPMENT & �12 �12 _ _ _ _ 110'-111/8'� MANAGEMENT W1-B1 a )91/4LVL � 3 - - � 3 � (3)91/4LVL — W1-B1 � - _ _- - ac � __ _ 1 � a )91/4LVL — W1-B1 S-612 - --� 5-612 I � - --� � I -- 5-612 � � � , � �� � � � � � � � �°� � � � � � � � � � � 200 N. MAIN STREET � � � � , , � �� � � � � , , � � � �� � � � . � � � � -- -- � � � � , -- -- � , � � -- -- � �3 - � , � � , , , � , , , , , , �. , , . , , , , � , � , �� , � , , . � RE N, WI 5 575 � � � � , �j , -- -- � � � � � Fi5-31 H1-21 -- -- � H1-21 Fi5-31 -- -- � � � � �j� � � � � � � � � � � � � - -- � - -- � Se�1 -- -- - —— - F' Fb-31 H1-21 H5T31 __ __ H5�31 H1-21 F-b-31 M-41 H7-41� {1-A3 H5a31 __ __ H5131 W1-A3 H7_41 H7,-41 __ __ H5-,31 H1-21 H5-31 �' — � � � � � � � � � � � � � � � � � � � � � � � � W1-A3 W1-A3 � � � � � � � � � � � � � � � � � � � � � � � � � � W1-A3 �`�� �Q�°REG/SJ. ,'� ����iinninw� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � :;: � � � � � � � � � � � � �- � � � � � � � � � � � � � � � � � ;� �����P��' ��9��°��F ' � � � � � � � � r � � � r i � , � � � � � � � � � � � � � � � i � i , V Q O — � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , o � o , � � � � � � � � � � � � � i i � � � � � � � � � � � � � — � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � _ o `o = ��a,a�r - j�0 2456 5 4 0 0�\ , � � � � � � � „ � � , � I � �,\ � � � � � � � � � � � � � � � � � , , � � � � � „ � � „ � � � „ � � � � � � � � � � � � � � � „ � , , , � , � � � � „ � , , , � „ � � � � , , � � � � � , . , . , , � , , , � , � � � „ � � „ � � � � � � � � � , , , , � „ � „ � . � , � . � . � , � 1 1 � � � � � � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N � � ��o I I 1 1 � � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I m / � � � � � � / � �/ o0 3 T/SI-EATHI � � T/S�THING , � � � � � � T/SI-E/�THI � 91/4LVL@ 4 SIM %'���v;, II , ,,\ 108'-9 7/8" 110'-9 7/8" ' ' ' ' f 110'-9 7/8" „ 5-621 '/ �s���\\\\ 5-611 m � � � � � � � i i i � i r � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � I I I I � � � � � ; i i � � � � � � � � 91/4 LVL 24 OC � � � � � � � � � � � r � � N 1 1 1 1 1 1 1 1 1 1 1 1 �1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 . .4 . 1 1 1 1 1 1 � � 1 1 1 1 1 1 t 1 1 1 � 1 1 1 1 1 1 1 - 1 1 � 1 � t 1 t 1 1 1 1 1 1 1 1 1 1 1 �1 1 1 1 1 co N � � � � � �� � � � � � � Q Q i � � � � � � � i i � a Q I� X� C�f � N � N ' N I I N Q � i "' � � � i � � � � � � � i � � � H1-11 3x12�p 24"OC � � � � � � � � � � � � � � � � � � � 1— i � � / �,°, I�_�,.�:.. � � � � � � � � � � r r r ► � � � � � � � � � � � � � � � � � � � � � � � � � � � 6 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � -- -- --- ' �� :��t`o`_;a,, k,��:i'i 1. � � � I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � -- --- _. �� � � � � � � � � � � � � � � � � � � � � � � � � 91/4 LVL @24"OC � � � � � � � � � � � � � � � � � � � � � � � � � � W4-A2 W4-A2 W A4 2 S-61 — W4-A2 I ( W4-A2 S-611 W2-62 � — � — ---I � � � � 6 w2-az � � MIA�R�I N IVIA�R�TI N'� � „ � � � / 2 ►� � � � � � � � � � i � � � ��� i i �2 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i i �Q � � � � � � � � � � � � I— E[]NSUITING EhlGINEERS � � � � � � � � � � � � ��t--�' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 5-610 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ( I � � � � � � � � � � � � 5-610 � � � � � � � � � � � � � � � • � � � � I I � � � � �2� � � � i I I I I ' I I I I I 5-610 � I I ��� 225 MAIIN STREE�UNIT C 101,EDWAR€�S,COLQRAGi7$1fr32 hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � i � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I � � � � � � � � � � � � � � � � � � � � � m � � � � � � � N . 1 � 1 1 � 1 1 1 1 1 ' I � m I I I �, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � T/DECK � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �110'-11 1/8'� � � � � � � � � � - - � � � � � � � � � � � � � � � � � T/DECK � � � � � � � � � � � � � � � � � � � � /DECK � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 51/4x117/8 PSL � � � � � � � � � � � � � � � � � � � � � � , � � � � � 108'-11 1/8" � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � , ; �3 110'-11 1/I' C13 C1 Fi7-41 Fi7-41 , , , , , , � � � , � � � , , Fi5-31 Fi5-31 H1-21 H5-31 Fi7-41 H7-41� , , , , , , , � , � , � , , Fi5-31 Fi5-31 , , , , , , , , , , � � � � Fi7-41 Fi7-41 H5-31 , , � , , , , , , , , , Fi7-41 Fi7-41 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I ' W1-A3 I�-31 H1-21 W1-A3 W1-A3 � W1-A3 �j H5-31 H1-21 H1-21 H5-31 H1-21 IH5-31� � � � � � � � �aj� � � � � � � � � � � 1 � � � � � � � � � � � � � � � � � .�.J � � � � 5-610 � � � � � � I � W °� ; ; , , .��, . . . . . . , , , . , , , , , . , . � , , , � 2 � � � � � � �� � � � � � � � � � �� � � � � � � � � � ��� � � � � � � � ^ � 5-612 (3)91/4LVL W1-B1 2 ( ��2 , I , � � � a � O l0 2 — 2 S6� � � �..� W1-B1 a (3)91/4LVL a �12 a..� T/DEG4NG W1-B1 a (3)91/4LVL a��12 OH a (3)91/4LVL W1-61 _ (3)91/4LVL - - W1-61 = � � — — 108'-111/8" — T/DEC�4NG T/DECKING � � T/DECI4NG 108'-111/8" 110'-111/8" 110'-111/8" T���� 3 rn' � � � V 110'-11 1/8" 5-152 � Z � N � '_ _ W � > Z ° o BLDG 3 - 2ND FLOOR �; � 1/8" = 1'-0" O � Z NORTH — � J � ° ° NOTES: � N ~ 1. SEE CIVIL AND ARC�I FOR QATI�/I EL�1/Al10NS FOR EACH BUILDING. � � 2. ALL WALLS ARE TYPE 0 , UNO. 3. SEE S�G00 FOR WALL, P06T, BElaM AND HEADER SCHEDIJLES. � 4. ALL FLOOR JOISTS ARE 20"DEEP OPETI WEB V�K)OD TRIJSSES, UNO. 5. "W53" INDICATES V�t�OD SHEAII-iING, SF� 11/�600 6. SEE 5✓5-602 FOR BEAM AND JOIST HPJVGER SCHF�I� F , FLOOF�TRUSS DES�GN CRII�RI/q: � Project No. �3.os�o.so� TOP CI-IORD DEAD LQAD =25 PSF Plot Date. 1Z/16/Z0149:03:44AM BOTTOM G-IORD DEAD LQAD =15 PSF TOP CI-IORD LIVE LQ4D =40 PSF D ra w n by: KJ G/SJ M LIVE LG1AD DEFLEC110N =U880 TOTAL LQAD DEFLEC110N =U480 (DEFLEC110N CRITERIA IS B�AtiSED ON ECXJIVALEIVf S1IFFNESS TO MAINTAINMNIMUMOF8F-QNATURALFREQUENCYOFFLOOR DATE ISSUEANDDESCRIPTION F��` 03.14.14 BID AND BUILDIN6 PERMIT � 08.01.14 CONSTRUCTION SET 04.10.14 REVISION 1 12.15.14 BULLETIN#4 — H2 - 22 � �ti�0° — #b�� #,���� �� W2 - A2 ��'�0° ��� ����� �,�&�,�� A ��� ��� Sheet Title C1 Posr nna� B LDG 3 F2 P LA N Sheet No. � a � � � � S- 131 5 4 3 I 2 I 1 � Jt�� . 3 T/DEq4 NG 3 T/DEG4NG ��� REAL ESTATE ��5o c� ���'-g' � /� ������� �� s-�5o T�a� DEVELOPMENT & T/DEq4NG T�pE�� W1-B1 3 � � W1-B1 119'-9" (3)91/4 LVL - - - - — (3)91/4 LVL 121'-9" c� c�i - - - - ��g-g'c� s-s�2 - - - - c� MANAGEMENT W1-B1 � 4 � — W1-61 — � )9114 LVL � (3)9114 LVL � �12, 3)9114 LVL � W1-61 ��� —' � � 3 200 N. MAIN STREET , , , � � � � � � � � � , , � �- � , , � , � � � � \���� � � � � � � � ��aj� � � � � � � � � � ��� � � � � � � � � S-612 � � � � � � � � OREGON W153575 � � � � � � . ��� � . � � � ,�, , � . , � � � - _ � � � ��� � � � � � � � , � � � � � � � ��j� � � � , � � ��j� � � � � � � � Fb-31 H1-21 H1-21 H5-31 � � � ��y � � � � � � � � � � � � �ec�� � W1-A1 �_31 H1-21 IH5�31 H5-31 H1-21 H5-31 W1-A1 �_31� W1-A1 H5_�1 Fi�-31 W1-A1 �-31 � Fi9-31 H1-21 �H5-31 -�`' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �AAAA1111 IIIIII/��� � � � � � � � � � � � � - - � i - �� �� � O�'�����R�O����'���% � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � ; c,�, QP 9� oF ; � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , o o , ; � � � � � � � � � � � � � � � ; ; ; ; � � � � � � � � � ; .- 24585 , � � � °� o��; � � � � � � � � � � � � � � � � � , 6/14� cc,; � � � � � � � � � � , , , � � „ � � � � � � � � � � � � � � � � � � � � � �� � � � , � � � � � � � , � � � � � � � � � � � � � � � � , ' T/SFiFAII-IING � � � � � � � � � � � � � � � � � � � � � � � � � � � , �T/SF-IEATHING � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� I I I I � � � � �T/SFiEATHING � � � � � � � � o, �° � � � � � � , � � � � � � � � � � � � � � � � � � 121'-7 3�4" �'�'S�c�� �� 119'-7 3✓4" ' 121'-�3�4" � ' ' ' ' ' ' ` m �Ulliill',I��,"'�`" m 1 1 1 1 1 1 � � � 1 1 1 � � 1 � � � � � � � � � 1 � � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � 1 � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �j N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 � 1 � � 1 t 1 1 1 1 1 1 1 ��" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 1 1 1 1 1 1 1 � t � � 1 1 1 1 �1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 � � � � 1 1 1 1 1 1 1 ¢' 1 1 Q 1 \ � � � . I I � � Q I I Q � � � � � � � � � � � � `�' � � ,�, � 11 I ¢ � � a � �, � � �, �,-2��,.,, � � � � � � � � � � � � � ; ; � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � _ � � � � � � � � � � � � � � � � SIM � � .n � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ���1 0`,:,,, �,��i'�i l. I I ¢ ¢ 5-610 � � � � � � � � � � � � � �_ I I � � � � � � � � � � � � � — - W4-A1 W4-A1 � � � W4-A1 W4-A1 ( I W4-A1 W2-B 1 � _ � � W2-B 1 � � II I I � �►►�Ia����,��RTI� , , , , , II � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � E[]NSUITING EhlGINEERS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 6� � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � , , � � � � � � , , � � � � � � � � � S-610 ' � � ' i � � i S-61O � ( � �� $.��Q � 225 MAIIN STREE�UNIT C 101,EDWARE}S,COLQRAGi7$1fr32 hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � Z t t � � � � � � � � � � � 1 � � � � � � � � � � � � � � � � � � � � � � � � � 1 � � � � 1 � � � � � � � � � � � � � � � � � � � � � � � � Z i � i i � � i i i � � 12 � � � � � ' � m m (v 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � 1 1 1 1 1 1 1 1 � 1 � 1 N � � � � � � � � � � � � � � � 5-610 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � i � I I i �� i I I I I T/DECK i � = i I � � � � � � � � � � � � � � - T/DECK � � � � � � � � � � � � � � � � � � � � T/DECK � � � � � � � � � � 121'-9" � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . � � � � � � � � � � � i� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 121-9' � � � � � � � � 51/4x117/8 PSL � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �119'-9" � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � i C13 C1 � � � � � � � � � � � � � � I 1�21 H5�31 W1-A1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � r � T��- r �--r-r -�- � � � � � � � � � � � � � � — � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � `� H5-31 W1-A1 I H5-31 H5-31 H5-31 W1-A1 —�—� _�-� H5-31 I-b-31 �I—I _�" �_ W1-A1 H5-31 H5-31 —� _�—�- W1-A1 H5-31 � H5-31 H1-21 � � � � � H5-31 H1-21 � � H1-21 H5-31 — � I� H1-21 H5-31 — � � � � � � � � � �� � � � � � � � � � � � �j � � � � ac .�.,� `a � b' � 5-610� I � ' V� � � � � � � � � � � � � ( � � � � � � � � � � � � � � � � � � � � � � � � � � � Q� � � � � � � ��� � � � � � � � � � � � ��� � � � � � � � ��� � � � � � � � � � � � ��� � � � � � � � I � � ' - � � � � � W �j �n I S-612 (3)91/4 LVL W 1-61 I I � I � C1 C1 � C1 O � � T/DECKING 1 1 � � � �••� W1-B1 (3)91/4LVL �12 OH W1-B1 (3)91/4LVL p�-� 1 (3)91/4LVL W1-B1 )91/4LVL W1-B1 Q O C1 C1 � 119'-9" � C1 �2 \�12%C1 C1 � S-612� C1 _ _ _ �� � � T/DECf4NG T/DEC�4NG T/DEG4NG T/DEq4NG 119'-9" 121'-9" 121'-9" 121'-9" 3 T•�p � � O S152 � � Z � N � '_ _ W � > Z ° o BLDG 3 - 3RD FLOOR �; � „ _ , .. O I— 1/8 - 1 -0 � Z O NORTH � Q NOTES: � � ~ 1. SEE CIVILANDARCH FOR�4TUM ELEVAl10NS FOR EACH BUILDING. � N �--I 2. AL.L„UAL.LS ARE l-,�PE � , 1��10. a 3. SEF S�00 FOR WALJ_, P06T, BEAM AND HEADER SCHEDULES. � 4. ALL FLOOR JOISTS ARE 2(Y'DEFP OPEN WEB V�t�OD TRUSSES, UNO. 5. "1IU53" INDICATES V��t�OD SFiEATHING, SEE 11/5-600 6. SEE 5✓5-602 FOR BEAM AND JOIST HANGER SCI-IFf�I 1 F FLOOF�TRI.JS�S DES�GN CRITERI/� �s Project No. �3.os�o.so� TOP CHOF�DEAD LOiAD =25 PSF Plot Date. 1Z/16/Z0149:03:47AM BOTTOM CFiORD DEAD LQAD = 15 PSF TOP CHOF�D LJVE LQAD =40 PSF D ra w n by: KJ G/SJ M LIVE LQAD DEFLEC110N =U880 TOTAL LQAD DEFLECl10N =U480 (DEFLEC110N CRITFJ�IA IS 6�.SED ON EC�UIVALENT Sll FFNESS TO MAINTAINMNIMUMOF81-QNATURALFREQUENCYOFFLOOR DATE ISSUEANDDESCRIPTION ��� 03.14.14 BID AND BUILDIN6 PERMIT 08.01.14 CONSTRUCTION SET 12.15.14 BULLETIN#4 — H 2 - 22 � �ti�0° — #b►��� #,���� HEADER� W2 - A2 ��'�0° ��� ������ sTUOS&sPaa►v� � .f� Sheet Title C1 ��'�0° �� BLDG 3 F3 PLAN Sheet No. � a � � � � S- 132 5 4 3 I 2 I 1 � Jt�� . 2 �150 T/DECKING ���� - - - - T/��� 2 T���� 110'-111/8" 2 110'-11�18 4 SIM REAL ESTATE � T/DEG4NG 108'-11 1/8" � S150 � � 108'-111/8" � � �150 �_ 5-621 ����@ pEVE��pMEN-�- 8e IW1-B1 )91/4LVL 3 1 106'-111/8" W1-B1 a a - W1-61 W1-61 a - ph�i 3 � � - � (3)91/4LVL - 5612 �12 (3)91/4LVL � � (3)91/4LVL �12 � (3)91/4LVL W1-61 91/4LVL MANAGEMENT 5-612 - - 5-612 5-612, ' - - - - - - - - - (3 1/4LVL W1-B1 � �3 _: __ �3 __ __ � f3 �3 �` __ __ � H1-11 � � � 200 N. MAIN STREET � , , , , � � „ „ � „ � (. . � . . � . � . � � . � � � . , , � . � � I. , , , , , , � . . , , , , ,I „ � � I � � � � „ � , � � � � � � � � � � � � � � � � � � � „ � „ � � � � � � � , � � � � ' __ __ I � � � , -- -- � � � � � � -- -- � � � __ __ s��� OREGON, WI 53575 � � I 91/4 LVL(a�4"OC � � � � � � � � � � � �� H5-31 H1-21 -- -- � ' ' '�' ' ' ' ' ' ' ' H5-31 H1-21 -- -- � H1-21 H5-31 �S-610 -- -- I -- -- , 5��� -- •- � -- •• _._- _. _ p W1-A3 W1-A3 � � W1-A3 W1-61 �-31 H1-21 �� �� H1-21 H5-31 W1-A3 "" "" Fi7-41 Fi7-41 31 Fi5-31 H1-21 Fi5-31 Fi7-41 H7-41 H5-31 __ H5-31 Fi7-41 H7-41 41 Fi7-41 Fi5-31 _ I�-31 � ����������"'�'��,,,�,, � �w�-AS � � � � ► � � , ► � � � -- �. � - � t � -- -- � -� ������ REG� �,�, - � , ,_ - , � � � „ � , , , , � , — � � � � � � � � � � � � � — � � � � � � „ � , , , � � � � � � � � � � � � � � , � � � � � � � � � � ,� ,, � � � � � , , � � , , , � � � � � � � , � , � , � � � � � � � � � � � � � � � , � � � � � � � � � � � � � ,� 000:�,� S�,%,,, i - ��Q��� Dp�������- i S-610 ��c,��; � , �� � � � � � � � � � � � � � � � � � � � � � � � � � � - - �� � � � � � � � � � � � � - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � _ � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � 2� � � � � _ _ � � � � � � � � � � . � . � � . , � � � , � � � � � � � � , , � � „ � � � � � � � � � �� � � � � � . � „ � � „ � � � � � � , � � � „ „ � , , , � � „ � � , , , � , � � , � � � �� � � � , , , � � „ � � „ _ _ � � � � = 24585 = .- � � � � � � � „ � � „ � � � � � � , , � � � , � � � � � � � � � � , , , � , � � � � � � � � � � � � � � „ � � � � � � � � � � - o o = � I � 5-611 =-v � � �- � � � � � � � � � � � � � � � �� i ' ' � '�' � 6/1400 z T/SHEATHING T/SI-F�THI T/SHEATHI �, =�����° �° � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � o � � �� � � � � � � � � � � � � � � � � � � � � � � � � t � � � � � r � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � m ��� ° o �, � � � � � � � � � , , 106'-9 7/8"� � � � � � � � �� � � � � 108'-9 7/8"� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , 110'-9 7/8"� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �'��, ��G ��� m � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � : � � � � �'''�v;i,���,� ���,,�"`��` � � � � � � , � , ,� ,� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ► � � � � � � � � � � � � � � � � _�_� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �3 � � � � � � � � � � � � � � � � � � � � � � � � � 1 1 1 �� 1 1 1 1 � I Q � N M M 1 1 1 1 1 1 1 � 1 � Q Q 1 1 1 1 1 1 1 1 1 1 1 N � ��O 1 � 1 1 1 1 1 1 1 1 1 1 � — I I � I � Q Q 1 ' � i i � � � I � � `n � � � � `'_ _ 1 0`:���a. I�,e'.i'�i!.. � � ;� � � � � � � � � � � � � � � � � � � � � � � � � - � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � t � � � � � � � � � � � � � � � � � � � � -� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � W4-A2 7-A6 W4-A2i I �W4-A2 W4 A2 W4-A2 W2-B2 � � w2-a2 I I MIAR�IN�IMARTIN I I I I E[]NSUITING EhlGINEERS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I � � � � � � � � � � � � � � � � � � � � � � � � � I � � I I � � I � � � � � � � � � � � � � � 3 � � � I I � � � � � � � � � � � � � � �3 � � � 225 MAll11$TREE�UNIT C 101,EDWARE3S,COL{JRAGi7$1fr32 � � � � � � �10 � ��O hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM N 1 � � � � � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � / � � � / 1 1 1 1 1 1 1 1 ' I I I I I ; � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 ' I I I I ' 1 1 � � � � � � 1 � / t 1 1 1 1 1 1 I I I 1 1 I 1 1 � � � 1 � t � � 1 1 1 1 1 � � i 1 � � i 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � 1 1 � � � � � � 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � t � 1 t t � 1 1 1 1 1 � � � � 12 � � � ! � � � � � , 3x12@24"OC ' � � , , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 3 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � �I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' � I� � � � � � � � � � � � �� � � � � � � � � � � � � I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - - � T/DECK � � � � � � � � � � � � � � T/DECK � � � � � � � � � � � � � ,5-610 � � � � � � � � � � � � � � � 110�'-1�1<1/8" S-611 106' 11 1/8' � � � � � � � � � � � � � � � _ _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � 6�BRACKEf, � � � � � � � � � � � � � � � � � � -� � � � -� � . � � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � � � � � , � � � � � � � � � � � � � � � � � � � � 7 � � � � � � � � � � � � � � � � � � � � � � � � � 108'-111/8" W1-A3 I-� �� W1-A3I I I I ,5-610 H1-21 H5-31 W1-A3 � (� _ H5-31 H1-21 H5-31 H5-31 H1-21 H5-31 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - r / � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � H5-31 W1-A3 , �-�,5-31 H1-21 �-31 H5-31 H1-21I H5-31 W1-A3 H7-41 H7-41 H7-41 H7-41! W1FA3 �-31 H1-21 �-31 F-b-31 ' � � I W � � � � � � � � � � � � � � � � � � � ��� � � � � � � � � � � � � � � � � ��� � � � � � � � ��� � � � � � � � � � � � � 1 � � � ��� � � � � � � � � � � . . . , , . �. , , , , , , , . ,�, , , , , . . , . . . , , . � . . . . . �,o , I � W 3 3 � � � � � � � � � � � � _ , O � Ln �W1-B1 a (3)9114LVL (� �12 � 5-612 _ (3)91/4LVL W1-B1 ( I � _ �� - C C,1 (3)91/4LVL W1-B1 � � 3 3 3 T/DEq4NG T/DECV4NG W1-61 � (3)91/4LVL C9 , �12 � 5-612 - (3)91/4LVL W1-B1 W1-B1 a (3)9114LVL 3 - - - - -� � � � Q � 106'-11 1/8" 106'-11 1/8" � - �i - I� n �2 OH S-61/ T/��� � cc O T/DECKING T/DEq4NG T/��� 110'-111/8" 3 TYP � 108'-111/8" 108'-111/8" 110'-111/8" �1� � � V � � � . � W � > Z ° o BLDG 4 - 2ND FLOOR �; � 1/8" = 1'-0" O � Z NORTH - � J � ° ° NOTES. N ~ 1. SEE CIVIL AND ARG-I FOR D�AP�TIAVI EIEVATION.S FOR EACH BUILDING. � �--I 2. �W,�S,�„� 0 , �. a 3. SEE�600 FORWALL, PD6T, ��o���s. a 4. ALL FLOOR JOISTS ARE 2(Y'DEEP OPOV WEB V�t�OD 1RUSSES, UNO. 5. "VUS3" INDICATESV�ODSHEATHING, SEE 11/S-600 6. SEE 5✓S-602 FOR BEAM A�D JOI ST HPJVGER SCHEDULE � FLOOF�TRl.1SS DES�GN CRITERI/� � Project No. �3.os�o.so� TOP C�-IORD DEAD LO�AD =25 PSF Plot Date. 1Z/16/Z0149:03:52AM BOTTOM CHOFZD DEAD LO�AD =15 PSF TOP C�iORD LIVE LQAD =40 PSF D ra w n by: KJ G/SJ M LIVE LQAD DEFLECl10N =U880 TOTAL LQAD DEFLEC110N =U480 (DEFLECl10N CRITERIA IS�SED ON EC�IJIVALE]Vf Sll FFNESS TO MAINTAINMNIN�JMOF8F�NATl1RALFREC�UUENCYOFFLOOR DATE ISSUEANDDESCRIPTION F��� 03.14.14 BID AND BUILDIN6 PERMIT 08.01.14 CONSTRUCTION SET 04.10.14 REVISION 1 12.15.14 BULLETIN#4 — H 2 - 22 � �ti�0° — #b�� #,���,� �� W2 - A2 ��'�0° ��� ����� sTUO6&sPaan� � .f� Sheet Title C1 ��'�0° �n�w� BLDG 4 F2 PLAN Sheet No. � a � � � � S- 141 5 4 3 I 2 I 1 � Jt�� . ri��� rioEaa�vc Ti�� T�D�°� Ti�� REAL ESTATE 117'-9" 11g-g' �� 11g-g' 121'-9" 121'-9'� DEVELOPMENT & T/DECKING W1-B1 �� � ��� �� C9 _ C1 C1 C9 _ C1 � )91/4LVL 4 3 11T-9" W1-61 )91/4LVL � (3)9114LVL W1-B1 W1-B1 3 � � (3)91I4LVL 3)91/4LVL w�-B� MANAGEMENT 5-612 ��� C1 5-612 3 3 4 — (3)91/4 LVL W 1-81 � 5-612 5-150 � 3 � \�? � � � � � 200 N. MAIN STREET � � , � � � , � � , , � � � , � � , � ��, � � , - - - - , , �, , , � � , � , � � � � . � � � , � � � � � � , , , , , , , �, , , , s-6�2; . . , , . , ��, , , , � , . . � , , , , , , ,�, , , , , , �, , , , , , , , OREGON WI 53575 � �3 � � � � � ' - - - - , , , ,�, , , , , , , ss�o � - - - - �e�l , , , , , , , , , , , D W1-A1 H5-31 H1-21 � W1-A1 �-31 H1-21 � � H1-21 H5-31 W1-A1 �_31 W1-A1 �-31 H1-21 F H1-21 I-�-31 W1-A1 � H5-31 Fi5-�1 H5,-31, H1-21 Fi5-31 H5-31 Fi5- 1 H5-31 i � � Fi5-31 I--I�-31 Fi5 31 Fi5-31 �������i i i���i�n,,,,,� � � � � � � � � � � � � � o�� � � � � � i i i � i � � � � � � � � � � � � � � � � � � � � � , , , � , , , � � � � � � � � , , , , 2 ,,�����p REG�ST%,, � � � � � � � � � � � � � W1-A1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ���` � o 0000:�,� F''% � � 5-610 \c>��°QP�` ��qir°��O/�, i i i Ii i i i i i i i i i i i i i i - _ „ � � � � � � � � � � � , � � „ � � � , � , � , � � � � � � � � � � � � � � � � � � � � � � � � � � � - � � � � � � � , � , � „ - 24585 - „ � � � � � „ � � � � � � � � � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � „ � � � � , , , � , , , � . , , � „ � . , � � . � . � , � . , , � . , � . � � � . � „ � � „ � � � � „ � � „ � „ � � _ ° ° _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � „ � , , , � , � � � � � � � „ � „ = IIII ' ' T��„�' -�\ -�,���-� °�`�� � � '� °� 6/14��c�\ T/SI-EATHING � � i � � i � � � � � i � i � � � � i \',<`�"°o /� °°o � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 121'-7 3�4" � � � � � � � � � � � � � � � � � m \`�,� �S'S/`{y�7/\1' � \ � m 1 � 1 1 1 1 1 1 1 1 _ � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 _ _ 1 1 1 ; ; 1 1 1 � 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � 1 � 1 � 1 � 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 � 1 � 1 1 1 1 � 1 1 1 1 N \L /� [�,,,Qj�f�� � �\ "'Y!1�- \��\� N � � � � �11 T 7 3/4' � � � � � � � T/SHEAl}il � � � , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � v ���v;i, � I � � � 119'-7 3✓4" I � � � � � r T � � � � � � � � �I � � � � � i i � i i i � � � � � � i i i i i � � � i i i i i ' I I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � i � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � i � i i i � � _ � � � � � � � � � � I I �� � � � � �� � � � � � � � I I � � � � � ��� � � � � � � � � � � � � � � � � I I � � � � � � � � � � � _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � S-610 � � � � � � � � � � � � � � i Q Q a a � � `' to°;:, �� ��i'�ii: � � � � � � � � � � � � � � � a � � � � � � � � � � � � � � � � � � � � � � �� � � ¢ M M � � � Q � � � � � � � � � �_ � � � � � � � � � � �, � � � � � � � � � � � � � � � � � � � Q ,r, � � � � � � � � � � � � � � � � � � � � � i �' � I I � � � � � � � , � r ,—. �SIM � � � i i i i i � � � � � � � I I � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � � � I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � i � � � � � � � � � � � � � � 5-610 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �. W4-A1 � W7-A1 W4-A1 W4-A1 W4-A1 W4-A1 W2-B1 � I I W2-B1 �IAR�IN�IMARTIN I I I I E[]NSUITING EhlGINEERS � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 3 � � � � � � � � � � � � � � � � � � \� � S-61O, 225 MAIIN STREE�UNIT C 101,EDWARE}S,COL{]RAGi7$1fr32 � � � � � � � � � � � � � I I � i I I i 3 � hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM I I I I I I I I I I � ' ' ' ' ' ' ' I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I I I I I ' ' ' ' ' ' ' ' ' '5-610' ' ' ' I I I I I 5-610 I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � I I I I I � � � � � � � � � � � � � � � i � i i i i i i � � I I I I � � � � � � � � � � � � � � � � � � � � I I I I � �I � � � � � � � � � � � � � � � /� 2 � � � � � � � � � � � � � � � � � � � I� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � S � t � ' � � � � � � � � � � � � � � � � , I � � � � � m 5-610 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � � t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � t � � � t � � 1 1 1 1 I 1 N 1 1 1 1 1 1 � � 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 � 1 � 1 � 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 � � � � � � � � � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � � � 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 � � � 1 1 I II I � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 � � i I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � T/DECK ' ' ' ' ' ' , , ' , , - T/DECK - I � � 1 117'-9" � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � T/DECK � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . � � � � � � � � � � � � � � � � � � � � � � � � 119'-9" � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � M � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I �S-610 121'-9" - W 1-A1• W1-A1 -I _ -� W1IA1 H5-31 H1-21 H1 21 H5 31 , , , , , , � � � � , , , , , , , , , , , , , , , � � , � � � , � , , , , H1-21 H5-31� N � i i i i i i i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - H5-31� H5-31 H5-31 �W1A1� �-31 H1-21 �-31 H5-31 H1-21 H5-31 W1-A1 H5 31 H5-31 W1-A1 H5-31I H1-21 �-31' -31 � � � �� � � � - ' � W , . . , , , , ,�. , , , . � , , , , , . , , , , , , , , , , , , , , , , , , , . , , , � , , , , , , , , , � � , , , ,� , , , , , , , , � , , , �, , , , , , , , , � , � � � � � � � � � � � � � � ��� � � � � � � � � � �� � � � � ��� � � � � 5-610 �� � � � 5-612 � � � � � � � � � i zo� � � � � � � � ��ji � � � � � � � � � I�j� � � � � i t�� � i � � , � � L� � � (3)91/4LVL W1-61 � � W1-B1 C1 (3)91/4LVL �� �12 �� (3)9114LVL �� W1-61 � � � � , � � � T/DECV4 NG T/DEC�4 NG 5-612 � � - - - - - - Q � O � (3)9114 LVL �-� 5-612 , � ��2 C1 117'-9" 117'-9" W 1-B 1 �� C1 OH C1 (3)9114 LVL �� W 1-B 1 W 1-B 1 �� (3)9114 LVL ��1�a..� �� T/DECKI NG 3 � T/DEq4NG T/DEq4NG T/DEq4NG �� 121'-9" �152 � � � O 119'-9" 119'-9" 121'-9" � � � � � . � W � > ^ Z ° o BLDG 4 - 3RD FLOOR �; � „ _ , ,. O I- 1/8 — 1 -0 � Z O NORTH � Q I�IOTES: � � ~ 1. SEE CIVIL AI��RCH FOR QATUM E1EVAl10NS FOR EACH BUILDI NG. � N 2. AL.L,,,,Al_LS ARE,-,(PE 0 , �NO. � �--I 3. SEE Sf�00 FOR WALL, P06T, BEAM AI�HEADER SCHEDULES. � 4. AIJ_FLOOR JOISTS ARE 20"DEEP OPEN WEB V��OD TRUSSES, UNO. 5. "V�3"II�ICATES V��l�OD SHEATHING, SEE 11/�600 6. SEE 5✓5-602 FOR BEl�IVI AND JOIST I-I�NGER SCI--�DULE , ����� �S�� ���� � Project No. �3.os�o.so� TOP CHORD DE�D LO�AD =25 PSF Plot Date. 1Z/16/Z0149:03:57AM BOTTOM C�-IORD DEAD LQAD =15 PSF TOP CFiORD LIVE LQAD =40 PSF D raw n by: KJ G/SJ M LIVE LQAD DEFLECl10N =U880 TOTAL LQAD DEFLEC110N =U480 (DEFLEC110N CRITERIA IS 6ASED ON EQUIVALENf S1IFFNESS TO MAIIVfAINMNIMIJMOF81-QNATURALFREQUENCYOFFLOOR DATE ISSUEANDDESCRIPTION F�n�` 03.14.14 BID AND BUILDIN6 PERMIT � 08.01.14 CONSTRUCTION SET 12.15.14 BULLETIN#4 - H2 - 22 � �ti�0° - #��� #,��� HEADEFZ IVI�RK W2 - A2 ��'�0° ��� ������ STlJD6&SPAGNG a .f� ��� Sheet Title C1 Po�r n�w� B LDG 4 F3 P LA N Sheet No. � a � � � � S- 142 �F �✓� � G Y � � �I�� � REAL ESTATE DEVELOPMENT & MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Se�i D �a ����AAAUIIII I I IIIIII/����i ,�����o?g'��°REG�s� ��''; ;�p�•oQ��1. Dp,��oF'f�'; = � = = 24585 = ;� 6/14��c�\ �, �� �000 ss oo �� , �'''�����,,,���,�����„��������, � 5151 5-151 5-151 j q ( � _ � �302 c ���t`o`_;.a,��,��i'�i�l. � 1 1 �� �; . _ � � _ � -- -- 5-622 SL PE � 3�� �2�� � MIAR�IN�IMARTIN -- -- -- I E[]NSUITING EhlGINEERS N N �3 � � � � g TMP 225 MAIIN STREE�UNIT C 101,EDWARE}S,COLQRAGi7 81fr32 � 3x12@24��� _ � hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM — — — I 3 � I � � � � �� - - �� � � 8 �S302 5-610 5-610 S-302 � � � � � � � � � � � � � � � � ---- ---- nrj nl I �-� � � � � i II � � ----- ------ ------- � ' ' ' ' ' ' ' , , , , , � � � � TO ROOF C14 i i i i i i i i � � � � i , , � � � i i i i C14 TO ROOF i i i i i S1�P T/FTG i i ii apQV T/DECK T/DECK 12 i i i i N i i i i � ' I II I i i i i � �� i i , ' � 1 S�� � � � 11� � � S��� ��j � I I � f � � � �� � i � � ' i i i i ipi iui � � � 5-611 � i i i 8"TYP � 5-611 i i i i � � I � � � � C1 C1� 6 C1 C1� � 1�4"SLAB RECESS i , i i i / � T� N ipi iui � 6� ' 4x12 � � � � � 4x12 ' � � i i � � 5-610 �� i i i i �� � � � � � � � � Typ � � � � � � � � � O � � � i i � � � � � � I I 5/4"TRDC I I I I I � � � � � � � � � � � ' i I I ( , , � � � � � � � � � � � i � � I II � � � ��.�� � ' �\5-612 ' ' ' � � � � � �� i i i ii i C12 � � � ' ' � � � � � � i�— T �j � i u i i ii i 12 (� ii ' ' � � i i � � i � N ZO N II � I I � � � � I I � � � N ��O\ N< � � � � �C �2 � I I � 3 � I I � � i � � i � �- � � 'vS V 'cY � � � � � , , � � � , � � i u i 5-303 i i i i C13 �301 � � � � i � � � � � � � , , —r � � � � � � � � L/ � � � O � � � � V � � � � � �� 'I � �� �, ' �� ' � � � � 4x12 � i i � � � � � �i i � � � I I4x12 l I I � � � i i i i � � � I I � � � � � � � � � � 1 � I I � I I � •� � � , � � ' , ' ' I I lJr , I ' I I � I � � `� i i � ii i I I I � I C1 �4��T� C13 �� � i i i � � / ii � —� � � � — —� � — —� �� — —� C1 5%4��TRDC C13 L1—(� � � — i i � i � � 11 � � I I � � i i i , ; I Q Ui Ui i N � j j � j L �� � o o Q I I � I � O �� I I I I Q �I zo I J �q� �q� � I I �jj � �� � • � �/ � I I � � �� � � � � � � � �� �¢� � � ��� c�l fJ � � � � � � � I I I I � � A � � � � 5 i i i 1 i i °° I I � � � I `° � i i — - - i — � � 3 S-612 3 � i i � � i i .�' � Q Q , , , , , fi, , ss,2 ; ; �M � � � � ; � � 'J 00 � s-s�o/ � N � i i � � � � i i � � � � � S-610� , , , � i i i � i i i — — — i� — � � � 11 � � � , � � � � 4x12 -----� I i �------ l"� C7_ _ i i i ii i _C7 C7 � �11/ � C7 C7 SIM �] � � — —GIRDERTRIJSS— --- — �j/y� N N � `� � � � � ' " � � - - d� I I Vx' � 1 1 � - � � � � -- - j ; 1 1 � ��� � a � �� � � �� � � 1 � � � � , , � � � � , � ---- 1 ------ � � � � � , � � � , �3 �j - � i 9 � 8 � � � � � � ! � � � i i i i C7 I I � � � �\, �\, � � � w � � � � � � � � I I � 2 ..��> �� LQ�l V �` �` cd � � v� v� a � I I � � � � V�1 � � � � � � � i � � � � � � u� � i i i i �302� a i i � i � � � �� � ' �r � � � 5✓4°TREX � � � SEE PLAN FOR �F � � 1 f�� ; � 2 � � i i; �� ' ' � � cl �� F��� � � � � Project No. �3.os�o.so� t �i i � � ) � � i ii � I I C13 � I I � C13 i i i i 4x12 � � 4x12 � � i i i i I II I � I II I � � � � , � � � I I I I 1Z/16/Z014 9:04:02 AM I 6 I 6 i i i i Plot Date: � S S � � � � � � I I5/4 TRDCI I 5610 I I�4"T�I I i 5-610 � u � � ii C13 Drawn by: KJG/SJM I I I I � � � � ��� � � � �/ � � � �L—�—�� � � � I I I � I I � � � I I � � � � � � � � � � � � � � � � � � � I � � C� � II � � II � � I I � � I I � � � � I II � '� 1 I I �1 1 1 � I I � � � � �2 N � N I � I II I I II I � � � � � X X V � � - � I� � � �I � � � I I � � � � � I I � � � � I II II � � � � � � � � � � � � � � DATE ISSUE AND DESCRIPTION � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I I I I � � � i L J I 03.14.14 BID AND BUILDIN6 PERMIT uu I I� � � � i i 08.01.14 CONSTRUCTION SET � � � � � � �I � � � — — i ao i � � � � i i �� � � � � � � � � � � � � 22"x48"ATIICACCESS � � � � C1 C1 04.10.14 REVISION 1 ��-�-E��-��I C1 C12 — C1 � r ; 6 C12 � 11.03.14 BULLETIN#3 � � � � WITH TRUSS BOTTOM � 5 i �i ��330�2 12.15.14 BULLETIN#4 � � � � � � � � � � C�-IORD SPACING � � � 5-610 � � � � � � � � � � 5 � � � � � � � � � � � � � �5-610 A ?� SEE PLAN FOR ORIENTATION SEE PLAN FOR ORIENTATION SEE PLAN FOR ORIENTATION SEE PLAN FOR ORIENTATION Sheet Title ENTRY PARTIAL PLANS Sheet No. 4 1/4�� _ ��-o�� ENTRY ROOF PARTIAL PLAN 3 1/4�� _ ��-o�� ENTRY 3RD FL PARTIAL PLAN 2 1/4�� _ ��-o�� ENTRY 2ND FL PARTIAL PLAN 1 1/4�� _ ��-o�� ENTRY FND PARTIAL PLAN S' ,. rJO : � � � � �. ?t �3 � � � � �i� 4 2 � � � �5-620 - - — — — — — 5 — — � � SEE PL�I SEE PLAN (3)11718LVL �� � � a REAL ESTATE � -- --- � - ---, � �� c�o 5 � � DEVELOPMENT & 3 � � � � � �-� �� MANAGEMENT 5621; � TREATE� � � � � —� r— � � � � � � � ' � i i I I i � � � � � � _ ' ��0 4,oc ' --� , - ' 200 N. MAIN STREET � i i �---- ----�� ---� �. � � � OREGON, WI 53575 I � � � � � � � � � �2 � I I I I � � � � � � � � 4 3/4" i i �i 4 �ea 1 p � 10 _ w � �301 i � � i i 5-620 � �p 562� � � i i i i i �\ �a , , , � , � �, � � � � 5 � � � � ,,�,�``����"RE���'''''',,, � , � � � � M �� � � � � i i i �� ,� �, o G S�. �,% �F , _ � — ---- — _ �� i �i ii ;Vp��QP�I. Dp9,�°�F ; i i i ° = -- ---- --- _ � o I ; � � � � � � � � � � I ; ', ', _ � 24585 ° = I � � —� _;�,�1/20/2015 0�\_ � ------ --------------------------- � �, ` oo�° % �oo -� � � � � � � � � � --- --- \ /�,s��� , , , � � � � � � �� ��'''���,�����������,������``� � � � � r-- -----------------------------------------� I I � � I � I � � I �2 I � I � � � � � � � � , I � � � � � � � � � ; �301 �i _ _ _ _ ------J L__---- �'.a ��1�V`_° a,,I�,��:Ir�[l. MIqR�IN�II111ART1N E[]NSUITING EhlGINEERS SEE PLAN FOR SPECIFIC GEOMETRY, HEADER AND POST SIZES SEE PLAN FOR SPECIFIC GEOMETRY, HEADER AND POST SIZES 225 MAIIN STREE�UNIT C 101,EDWARE}S,COLQRAGi7 81fr32 hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM 4 1/4�� _ ��-o�� ROOF FRAMING PARTIAL PLAN 1 1 1/4�� _ ��-o�� DECK FND PARTIAL PLAN 1 — � � — + �� — + � — i , , , , , ��, , . , , , , , , � , , . N c 6 � � � �, � W , 12 � � � � � � � � � � i i � � — w _ — — � I �301 i N - 0 - I � � , W o , J - I ------------- -----------------------I-----------� � ^ � � � � fn i'�� � � --- --- O ,^ � � � � � � � i�� --- --- W -- - -- ---- I I ---- -----------------� �-----� � �..� ---- ------- I � I I � I � � /� � O � � � � � � � � � � I � � � � � O 5 � � � �� � � � � � � � � i i i V � � � � � � � �� � i i i 5�302 i i i � ' � � � � i i i � � � � _j 5-621 � i i � �i i � � •� ; c ; ; o ; ; ; � � � � � �2 � W a..� ca � � � � � � � � � � - � > D�10 4" $ --� i �i j �i ��301 i � � � � � � � � � � � I I I L J L I � � � � � � 2 � I 5-62� � r � I i � � � 2 I (3)117/8LVL -- -' - -- -J I � � O � . � ' �� Z 3 � � � � � � � - � 9 � � � � � � � 5� � �5621 IREATED �� 5621 � � � � � _ � _ � � _ � � z�✓a., a s�; �� � pQ � - - s��uv s��arv Q N 6� 5 \ a � 4 5-62�0/ �� S-621 � a SEE PLAN FOR SPECIFIC GEOMETRY, HEADER AND POST SIZES SEE PLAN FOR SPECIFIC GEOMETRY, HEADER AND POST SIZES � �� Project No. �3.os�o.so� 5 NO SCALE ROOF FRAMING PARTIAL PLAN 2 2 1/4" _ �'-o" DECK FND PARTIAL PLAN 2 Plot �ate. 1/23/Z0159:13:54AM Drawn by: KJG/SJM DATE ISSUE AND DESCRIPTION 03.14.14 BID AND BUILDIN6 PERMIT 08.01.14 CONSTRUCTION SET , 04.10.14 REVISION 1 T��-���� $ � 01.20.15 BULLETIN#5 � � � � � � � � � 5-611� � � � � � SEE PLAN � � � � , 7 ' � � 514"TRDC � ' �� � 2�� � � S-611 � � �, �� 5-610� �„��P 5-610 I `° I � � 10 `V � � S S ��� � � � � � OP�V V�EB ; TRIJSSES �5-610, _ � - � ; � � � � � � •- I � � � � � � � � � � � _ � � � I I I 3 2x12 � ) 3 5-612� �A� �� � � T/DE(�4NG 8 � � T/PLY+1 1/4" 5-610 5-610 x'� Sheet Title SEF PLAN DECK PARTIAL PLANS SEE PLAN FOR SPECIFIC GEOMETRY, HEADER AND POST SIZES Sheet No. 3 1/4�� _ ��-o�� DECK FRAMING PARTIAL PLAN 5- 152 : � � � � �. �F �'� � G � � �I�� � 31/2" 4" 31/2'� SIM'SON CB101 �� ����@�Y REAL ESTATE s SITEPAVING o 8 Np � ��o� DEVELOPMENT & � I SEE GVIL � sso� � � � � MANAGEMENT TOC=98'—(7' i �i TOC=100'-0" z 1 1/2" • � Toc=�-a�@sinn� �� Toc=�-a�@sinn � ' ' � 200 N. MAIN STREET ------�' �------ FORADDIl10N�L � � �� INFOSEE1/�302 ' ' � OREGON, WI 53575 ,� N � - � �_� _ Se�1 D I � — �a � � �,�, � � (2}#q.TOP ������������������������,,,� � — $ - 0� REG/ � � � — , �� ��o�:, ST�, %, i = i 5301 ;�p�'�'QQ,�� Dpq °:,'�� % � C�����Z - � �r �4 , ', � _ � #311ES @8"OC I� _� ° 24585 ��_ ;�,°�1/20/2015 0 �,, � I � - � �3��ES a�4° a�TOP #�z�ocv�r �- ° ``� � �, � • '�--'',�s'� °°° �°°� ,,' � � _ � �4��{� ''������������� ������`�� � '� � � � • TNUALL � I T/FfG STEP "� @ L04IVSL�B � I UNDER HIGH SLAB FOR REINF SEE � - 11/5-301 . ":_.�,�t`o a,.,,;I�:���'��i: SI DE OF WALL 5' �, . . . FOR REINF SEF 51/2" 51/2" ��/��� � I �' _ . . MIAR�IN�IMARTIN I E[]NSUITING EhlGINEERS ��'� 225 MAIIN STREE�UNIT C 101,EDWARE}S,COLQRAGi7 81fr32 �E�� hRAIN 97�.9�5.5007MARTII�MARTIN.CQM 1 O 3/4�� _ ��-o�� TOW @ FIRE WALL/PARTY WALL 7 1 1/2�� _ ��-o�� HIGH GRADE AT FND WALL 4 �" _ �'-o" TYPICAL COLUMN PEDESTAL 1 �" _ �'-o" TYPICAL FOUNDATION WALL � 8.. �� �w�vo���os�- _ � FoRC�a� s�a�, ��oa�an� W @�„� 4 vz� c�if �-o� s�n�sav c� � �a���a�s � 12"OC 51/2'� s�a►� 3��CLRTO EDGE W I� SITE SLAB pF ppgT O �j 11� SEE CIVIL o z-0" (2�5 TO � l0 SEE SLAB SCHEDU #4x � THRU 8 � � 00 � FORSIAB REINF 2 #4xC�OfVf � CB BASE s3o� Q O - - -- - - - - - � ( ) � � cc O � a� � � � � � , — N •— � .� � W � c� , - - ,- - - - � � � , � � � _ — � � �,�„ (2�X L �z�oc av�s o � z �_� � 11, � � — T/FfG FOR REINF SEE O H Z � 12 — — �,�„ �° � � — � � 11/5-301 — � �301 - 1 - - � � � AT SIM, SEE - . . . . . Q N PI.�W FOR r-I WALL C)ORNER z' � GEO�/ETRY �� � �� ���� 8�� MN 6 �x Project No. �3.os�o.so� 11 1 1/2" _ �'-o" TOW AT EXTERIOR DOUBLE WALL 8 1 1/2" _ �'-o" THRESHOLD AT BUILDING ENTRANCE 5 1 1/2" _ �'-o" THICKENED SLAB EDGE AT PATIO 2 �" _ �'-o" FOUNDATION AT LOAD-BEARING Plot �ate. 1/23/Z01591357AM PARTY WALL �rawn by: Author TM/ALL T/FTG STEP 2x BLOC��4NG 4" @��� 21/4" � DATE ISSUE AND DESCRIPTION � �2��A�� 03.14.14 BID AND BUILDIN6 PERMIT � �C4�A� 8 08.01.14 CONSTRUCTION SET N �301 04.10.14 REVISION 1 �Z�T � 12.15.14 BULLETIN#4 $ � 01Z0.15 BULLETIN#5 s3o1 �BLOCI�4NG aL�-�18��OC � i � � a� / � � � r � i �o � _ ' i i . • i N � i � i � � #4X L@12"OC D�UbLS ' #4@12��OC HORIZ EF � � g, #4@12"OC HORIZ ------ -- ----- --�-------------- #4x I @12"OC D�WLS EF � � T/FfG L � � • T/FTG I � V��t�OD WALL FOR REINF SEE � ' �� 11/�301 � � g TOC=98'-0" �i i TOC=100'-0" 41/2" 61/2" x�e TOC=96'-0"@SIM �i i TOC=98'-0"@SIM i i ��B� i i T/FfG . . S eet Tit e i i i i 5�iz� s��.wv FOUNDATION DETAILS s vz� s vz� 8„ . . . . . NOTE: SEE PLAN FOR SPECIFIC GEONEfRY � s��.arv � Sheet No. 12 1 1/2 - 1 -0 TOW AT EXTERIOR FIRE WALL 9 NO SCALE T/WALL AT EXTERIOR CORNER @ � 1 - 1 0 FOUNDATION AT STAIR WALL 3 1 - 1 o FOUNDATION AT FIRE WALL „ , „ „ _ , „ „ _ , „ PARTY WALL – � 5 :� � z 1 �F �✓� � G Y � � �I�� � REAL ESTATE DEVELOPMENT & EDGENAIUNG MANAGEMENT TRE�TED ac8 LEDGER 10d NAILS @3"OC PER STRIJCTURAL SILL CONN PER W/(2)RO�IVS#1ac31/2" �/q��-��, ���Wq� 200 N. MAIN STREET @��� ����� � SC�-F OREGON, WI 53575 BLOCKING FOR NAILING T�� � Se�i � T/PLY �' ------------- NAILINGATSTUDT ����������������������,,,� BOLq4 NG TO MATCH p0 EG/ ����pW�s x� x x x x xn_ , R , o ' o �' ' SHEAR WP�LL EDGE ,,���°��P o o��<, ST�;%,,, SF-IALL BE TREAIFD o 0 0 � o , ,� 1 1/4"COfVf LSL ��o���QP�� ooq�:.�'F', 00 , 0 0 0 0 0 0 0 0 ,, ,' ',x NAILING PER 8/S�00 RIM @SHEAR = ° = � 24585 � SIIVPSON X; �, ,, �',X W'qLLS -� °a1/20/2015 0�� i ,� ,� i ;�' o �; LSTA15 EACH � ,� ,� I � ���� (2)SI NPSOI�DTT2Z s � �� s � � OONN AT TOP OF ,,, , , , , � SIDE @4'-0"OC W/1/2"Q�ALL-II-iREAD HDG X; ,� ,, ��X �''%��,,,�E��,� � ) , , AT EACH END OF DECK ' � � ' WAIl PER X ' ' �X STRUCTURAL WALL, STRUCTURAL WALL �_L________________J- �JL�1 L�YV ��/p�V L�g X i X X X X X X �-F (2)ac12 W/ � `'a�,�t`o a,.,,;I�:���'��i: BLOCKING AT TYP SHEAR WALL EDGE S� n�vun��$✓s-600 sioE av���s,� - SOLID BLOCKING ON FACE PARl1l10N WALL C0�6VEG"IIONS FOR 120 TRUSS CONNEC110N MIAR�I N�IMARTI N OF TRUSS OONNECTED W/ ryC ���� 10dNAILS@3��lJl� r� BYT�I IC`CC'I I��� E[]NSULTING EhlGINEERS I f\Lhh7 JlJ � Ja�AT�� 225 MAIIN STREE�UNIT C 101,EDWARE}S,COLQRAGi7 81fr32 �R hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM � O 1 1/2 - 1 -0 DECK EDGE AT PARALLEL JOIST 7 1 1/2 - 1 -0 DECK LEDGER CONN L'. 1 1/2 - 1 -0 TYP SHEAR/PARTITION WALL 1 NO SCALE TYP WOOD JOIST BEARING AT EXT WALL „ , „ „ , „ „ , „ INTERSECTION C � V� A s��c�avN� W SINPSOIV SD1I�F272C TW 2x BLOCKING EDGE NAILING PER STRUCTURAL WALL N @56"OC TYP @48��OC STRUCTURAL WALL SCHEDULE scHEDULE,TYP W � I� SINPSOIV LSTA 15 ( 1''� O � V � ATSIMP�MDE -------------- ------------------ l0 @4���� -------------------- ----- � (2)CONNECTORS Q = O � @ 55'OC FOR DE7�/ISING WALL 1 1/4"COIVf LSL RI � � DE � Bo�rronn�a�s @sri�wa� � � v Z � = N � . OONN AT TOP OF WALL � W � � PER STRU�TURAL WALL � � sa��u� Z u. O �� O � � s�►�v ' FACE MOUNT Z � (I--�G)PER 5/5�02 � O p �I 00 � TREAIID ac8 LEDGFJ� G� � N (2)RO�IVS#14x4" a � (�)@�"� TRUSS SUPPLIER BRIDGING @48"OC BRIDGING @�8��OC DESIGN BRIDGING BYTRUSS SUPPLIER Q A BYTRUSS SUPPLIER qND CONNECTIONS FOR 120 PLF � �� TYP WOOD JOIST PARALLEL TO EXT Pro�ect No. 13.og�o.so1 11 NO SCALE TYP 3RD FLOOR WALL UPLIFT CONN $ 1 1/2" _ �'-o" DECK EDGE DETAIL 5 1 1/2" _ �'-o" FLOOR AT PARTY WALL 2 NO SCALE WALL Plot �ate. 1/23/Z01591358AM Drawn by: KJG/SJM ac BLOCKING Slll OONNECl10N PFJ� @48"OC STRl1CT WA1L SCHED ��� �5����@ DATE ISSUEANDDESCRIPTION G����I�7�V ���� ��W/�1�1 03.14.14 BID AND BUILDIN6 PERMIT �ivwwun�� �s�w,� oavn�nav S�T W�_��� �i� S��T W�L 08.01.14 CONSTRUCTION SET 04.10.14 REVISION 1 NOTCH BEAM AT � SILL CONN PER EDGE NAILING PER S����Wi�L S��W�L 01.20.15 BULLETIN#5 SHEATH�NG SII�/PSON MSTi428 �kiEDULE SCFiEDULE,NP TOP PLATE SPLICE rioEa< �� 1 1/4"OOfVf LSL RI - - - ?�C4 BLOCI'aNG T/PLY U�IDER EACH WALL � � @�'�� �-- ---- --- --;------- �� �� �--- � � � � � � x x .o. i � � 00 0o i � o a i X X � � I I ��5����� SINPSON HU412 � ; OONN AT TOP OF SINPSON H2.5�A @ EACH JOIST WALL PER WALL P06T PER PIJW W/ SCHEDULE 6"111VBERLOK @4"OC � � �. A SI M�SON LS50 @ 24"OC Iq NG STUD W/(4) 16d NAILSEASIDE Sheet Title TOP OF WALL TRUSS BRIDGING �oRSTU�w,�s ca�vECnav� ��oc � � FLOOR DETAILS SHALL BE TREATED STRUCT WALL SCEJ-�ULE — �� AT 3RD FLOOR OI�Y ��o SIM PLYV�OD SHEATHING (2)LVL TOP PLATE @ FI RST FLOOR WALL Sheet No. � 2 1" = 1�-0�� FLOOR STEP AT FIRE WALL 9 1 1/2�� _ ��-o�� DECK JOIST BEARING AT STUD WALL 6 1 1/2�� _ ��-o�� STAIR FLOOR BEAM CONN AT STUD � NO SCALE TYP WOOD JOIST AT INT BEARING S—G1O WALL WALL � 5 :� z 1 � '.s �� � � � � ��� � REAL ESTATE DEVELOPMENT & � MANAGEMENT 200 N. MAIN STREET OREGON, WI 53575 Se�1 � �a O O ��������u i i i i i u�iiiii�i 1/4"PLATE COLIJ�/t�J CAP W/ ' ������ ��'��°R����� ��''-� i ; p�•�°°P�� Dpq°�;,F'f�� ; �' (4)3✓4"Qj BOLTS THRU LVL BIV� � � c�o� Q � o o "_ 0 o qND 2 3✓4"Q1 BOLTS THRU + + ; (4) 16d NAI LS AT EACH - ° 24585 � = �.,� 1 1/2" 10" 1 1/2' � � i b�S�A ��° �1/20/2015 0�� 10x10 OOLUNN,11-iIJS � ;�' � 5��z� ' °° `�; + � -, o , � � �, �,� o00 ,oo�� , M i �''����i�i i n��i u n�����``� v � � � `.a ���t`o a,.,,�I�,��:i'�i l. P06T SEE PLAN,ADD(1) 0 ac6 IqNG STUD EA SIDE 3✓16 MIAR�IN�IMARTIN E[]NSUITING EhlGINEERS O 225 MAIIN STREE�UNIT C 101,EDWARE}S,COLQRAGi7 81fr32 hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM P�06T A60�/E AND BELO�W �� STUD WALL ABO�/E AND BELO�VV ��oa�an� @���� 1'-1�� �� � r / SILL AND RIM W C0�9VEC110N PER ,�,� GYP SHEATHING STRUCT WALL � �s�u�rwa� �HED W � � �� � 1/4"PLATE COLUNN CAP W/ � � � � TioEa< (4)3✓4"Q1 BOLTS TI-9�U LVL BIV� _ � 00 T/PLY AND(2)3I4��Q1 BOLTS THRU � O � 10x10 COLI�M,11�JS � � � 0 � 5 vz� G� 0 0 11/4" � � � M � � � •� 0 o N W � > � _ � , M � O O � M O � • � - � � ,� � o � � O o �,� oo � 3/16 Q N � o a � T��W� � a CONNEC110N PER -��g� STRUCT WALL SCEHDULE p��qg��� 3�� PLYII��OD SHEAII-iING � @ FI RST FLOOR WALL NOTE:ALTEF�TE USE SI NPSON CC.51/4-8 AT 8x8 P06TS , STUD WALL AB�/E AND P06T BELO�W Pro�ect No. 13.og�o.so1 5 1 1/2" _ �'-o" DECK STAIR LANDING SUPPORT Plot �ate. 1/23/Z0159:13:58AM Drawn by: Author DATE ISSUE AND DESCRIPTION 03.14.14 BID AND BUILDIN6 PERMIT 08.01.14 CONSTRUCTION SET 01Z0.15 BULLETIN#5 FOR P06T COIWEC110N I NFO SEE 2/5-612 � � + + ; � o 0 � � � � o 0 + � � � � �� (4) 16d NAI LS AT EACH ��° b��p Sheet Title FLOOR DETAILS P06T SEE PLAN,ADD(1) ac6 N4NG STUD EA SIDE P�06T AB�/E AND STUD WALL BELO►W Sheet No. 3 1 1/2�� _ ��-o° BEAM POST CONNECTIONS AT DECK 5-612 5 4 3 2 1 �F �'� � G � � �I�� DIAPHRAGM EI�GE NAILING SINPSON H2.5�AAT EACH � s�aRa-� RAFfF�t a��E� s�a�a� �FACE MOUN�T REAL ESTATE NAILING DEVELOPMENT & ��N��� � MANAGEMENT �- � � .o. 200 N. MAIN STREET ° OREGON, WI 53575 � FULL DEF'TI�BLOCKING Se�i D BRIDGING BY TRUSS NFR ��,��������������u����,,,, ,,��� ?g'0�°REG�Sj.F%''; �BLE EN�TRl�S �c,��'��P��' ��9�°�F�; = � = `� _ ° 24585 ° _ � _ o o _ � TOP OF WALL G =-� ° °�\ � ;�' °� 6/14��c�\ WALL SCkIFT)l � F ��,�SS ��� ��c�� � SIIVPSON �'''����������,��������������``� L1J�28 TRUSS SUPPLI ER � `'a���t`o a,.,,;I�:���'��i: EDGE NAILING PER OONN AT TOP OF WALL SINPSON L70 W/ DESIGN BRIDGING STRUCTIJRAL WALL PER STRUCTURAL WALL SINPSON SD SCREWS AND COMVECTIOIVS — SCHEDULE SCHEDULE FOR 120 PLF MIAR�I N�IMARTI N E[]NSUITING EhlGINEERS FORADDIl101�1AL INFOF�TION EDC'�E NAIUNC�j PER Z25 MAIIN STREE�UNIT C 101,EDWAR€�S,COLQRAGi7 81fr32 FORADDIl101�1AL INFOF�VIAl10N �y� 5����W�L�FI�(11 F hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM ��� � O 1 1/2�� _ ��-o�� TRUSS AT DECK EXTERIOR WALL 7 1 1/2�� _ ��-o�� DECK ROOF AT TRUSS BEARING 4 1 1/2�� _ ��-o�� TRUSS EAVE @ BEAM � �" _ �'-o" TYPICAL RAKE aa�-�,av�Eoc� aa�-iRac�n Eoc� NAILING nw�un� N ` s�� �u o�n-i�oc�an� s�� ���oa�an� f W DESIGN DIACyON�L '�'� PF�O�/IDE TRUSS O�VER BRAGNG FOR 240 N � W °� � s�w,�.�uss O � MANUFACTURER TO � � � �O FABRICATE TRUS.S SUCFi �. Q � O � THAT 200 PLF OF IN PLAI�E � SHEAR IS TRAN.SFERRED � H � � TO WALL BFlO�IV. � � COIVV AT TOP OF WALL �� � /� fa � PER STRlJC1URAL WALL � r 1 W � � �CFiEDU_E � � SI M'SON H2.5�A � �� Z � � EDGE NAILING PER BRIDGING � @ EA RAFTER '� SINPSON 11E D(7UWV �'�' STRUCTURAL WALL TRUSSESALONG WALL BYTRUSS SUPPL.IER O � Z � SCHmULE LENGTH BY 1RUSS � SUPPLIER. �il(P O � BEIV�EEN ALL �c SUBF�SCIA C)ONN AT TOP OF WALL � � � BOTTOM G�ORD 1RUSSES SPLICm AT �c SUBFASGA PER STRUCTURAL WALL � N BLOCKING AT SI-EFlR PARTY WALLS EDGE NAILING PER TRUSS SUPPLIER DESIGN �E � � WALL STRUCTURAL WALL TRUSS AND C�ONNEC110NS SI IVPSON HURRICANE SCHEDIA_E FOR 120 PLF (2)LVL TOP PLATE � 11E BYTF�SS SUPPLIER (2)LVL TOP PLATES E��U�� STRl1CTURAL WWl SCHEDULE � �� Project No. �3.os�o.so� 11 NO SCALE TRUSS CONN AT SHEAR WALL 8 3/4" _ �'-o" TRUSS BEARING AT INTERIOR WALL 5 1 1/2" _ �'-o" TYPICAL EAVE @ 2x RAFTER 2 1 1/2" _ �'-o" TYPICAL EAVE @ TRUSS Plot �ate. 1Z/16/Z01490408AM Drawn by: Author E�EV�ac PLATE s�aRa-� qBQ�/EGIRDER DATE ISSUE AND DESCRIPTION ��S ���� 03.14.14 BID AND BUILDIN6 PERMIT �LI� 08.01.14 CONSTRUCTION SET ��� 12.15.14 BULLETIN#4 FULL DEPTH s�� BLOCN4NG � � � � � � � A •P: t'� SINPSON H2.5,A Sheet Title @��� ROOF DETAILS C�ONNECIIONS FORADDIl10NAl_INFOF�110N BY TRUSS SUPPLI ER SEE 2/S-620 Sheet No. 9 3/4�� _ ��-o�� GIRDER TRUSS AT STAIRS '� 1 1/2�� _ ��-o�� 2x EAVE @ BEAM 3 1 1/2�� _ ��-o�� TRUSS EAVE AT TALL HEAL S 620 � 5 :� I z �. �F �'� � G � � �I�� I . SI M'SON LUSZ8 ��H� REAL ESTATE BLOCbNG s�� SINf'SOIVH10A DEVELOPMENT & AT TRUSS a'��`�E� MANAG E M E NT dVER P06T � � NAILING 2x10, UNO ; ; -— ��� C,�BLE END TRUSS SINPSON L1�210 7 200 N. MAIN STREET �L �� � � � OREGON, WI 53575 ��Q� � � �10, UNO Se�i SI NPSON � � �, � � o ��,,������� ������,,,,, �. � � � �� Qg'0� R�G� �� S�DE�F P�T � � � �c,���QP�� ��9�°�F; i � o0000 0 �� %� 'o' � � _ = o = 24585 (2)�c10, U ;,�' °� 6/14��c�\ 8 , , BRIDGING F,� o, o� �SUB-FpSC;IA W/ s-�2�, BY TRUSS IVFR �j'',,,,ss�--E�,�,� SI NPSOIV HlJC612 ; (3) 10d NAI LS � ''����������,�������������� , o o � � � � - - (2)�c10, UNO � - - I- - - - I - - L - SI�/PSOIV I--12.5,A 9 - `::a.,��t`o a;:,,;��:��i'�i i: EDGE NAILING PER ��� 5���W� AT EA F�FfER SCI-IEDULE TRUS�S SUPPLI ER DESIGN BRIDGING MIAR�IN�IMARTIN SIIVrJIJIV� �� qNp�wE�p� E[]NSULTING EIUGINEERS LADDER FRAMNG IS 91/4��LVL p���SIM' F���� 225 MAIIN STREE�UNIT C 101,EDWAR€�S,COLQRAGi7 81fr32 hRAIN 97�.9�5.5007 MARTII�MARTIN.CQM PROMDE(2)91/4"LVL IN LIEU OF(2)2x10 '� O 1" = 1�-0�� ENTRY WINDOW POST AT ROOF 7 1 1/2�� _ ��-o�� TYP LADDER FRAMING 4 NO SCALE TYPICAL CORNER FRAMING 1 NO SCALE RAKE OVERHANG FRAMING AT FIRE WALL / 6 5 5-620 � �� g � �/ / ,� W � � W °' � O � � � � � .o. .o. .o. � = o 0 , C. + + � � cC O �o� .o. .o. .o. � � v + + o o Z � = N W *� j 0 0 � � � I (2)ac AT COF�NER � � O SI NPSOIV LlJS210 (4)12d NAI LS E4 SI DE O � . � EACH SIDE Z ?� HUS410 @SIM � � Q O ac P06T W/(1)ac61�4 NG � � � STUD EA SIDE, SEE PL�N Q N �� a �' ��,� a 2x S fUD W/(4) 16d NAILS TO BEAM FOR ADDIl10f�lAL I NFOF�110N � SEE 7/S-621 , Project No. �3.os�o.so� $ 1 1/2" _ �'-o" LADDER FRAMING AT CORNER 5 1 1/2" _ �'-o" DECK BEAM AT CLOSET WALL 2 1 1/2" _ �'-o" DECK BEAM AT 8x POST Plot �ate. 1Z/16/Z0149:04:11AM Drawn by: Author SI NPSON H2.5�A AT EACH I M/ERTED RAFTER(HIGH AND LC7�IVj SINPSOIV LlJS28 DATE ISSUE AND DESCRIPTION � 6 03.14.14 BID AND BUILDIN6 PERMIT ��'���E�'��LI� ��E�.� �� 08.01.14 CONSTRUCTION SET AT 6ACKSPAN 12.15.14 BULLETIN#4 Fl1LL DEPTH BLOCN4NG HIGH 2x L/�DDER FRf�MNG EDGE NAILING PER ' ` S fRIJCTURAL WALL . ', . . 0 0 0 '' �' JLA �LJI.JLC '. � � !�V��,�./l.r J I V . WALL + + 0 (2)�c10 AT CORNER LGIV�c LADDER RAFfER �a x�e sinrnsav�z�a2 �a-�i� Sheet Title EACH SIDE GABLE EJVD TRUSS �P06T WSTUD EA SIDE HUCA�10@SIM ROOF DETAILS W/(4)12d NAILS EASIDE EDGE NAILING PER TOP OF WP�LL STRUCTURAL WAIl CONN PER SC�-�ULE STRUCIlJRAL WALL SC�-�ULE Sheet No. 9 1 1/2�� _ ��-o�� LADDER FRAMING AT OVERHANG 6 NO SCALE LADDER FRAMING AT LOW ROOF 3 NO SCALE DECK BEAM AT STUD WALL S-621 5 4 3 2 1 5 I � � 3 � � I 1 — - - 1 4 2 3 ! � �� A133 A134 A134 A134 A134 : l � 1 186'-8 1/2" � � REALESTATE 10'-1° 5'-11" 11'-6" 6'-111/2" 8'-11/2" 6'-111/2" 11'-6" 6'-41/2" 9'-10" 5'-11" 11'-6" 6'-9" S'-11/2" � 6'-9" i 11'-6" i 5'-11" i 10'-31/2" 8'-3" 6'-111/2" 11'-6" 5'-11" 10'-1" 3'-0" 5'-4 1/2" 6'-4" 7'-9 3/4" 7'-9 3/4" 6'-2 1/8" 5'-6 3/8" 3'-0" 4'-10" 5'-0" � 3'-4" 5'-6 1/2" 2'-7 1/2"3'-0" 7'-9 3/4" 7'-9 3/4" 3'-0"2'-7 1/2" 5'-6 1/2" 3'-4" 5'-0" , 9'-5 3/4" 7'-5 3/4" 6'-5 3/8" 5'-7 1/8" 3'-0" DEVELOPMENT & MANAGEMENT � � _ ; , = 3zo5� . � �3203 200 N. MAIN STREET � E3 � �3 � - 3zo9� ' -� 3zo�� _ `" _ ; � : 3zo�� OREGON, WI 53575 N � E5 � °° E4 � i i �i °° E�_ � _: i� E1 0 � E4 � �� E3 � r' E2 E1 ; ' E2 E4 � E2 � ���c�� � � ; � E4 00 _ _. -. 2 --i � � 0 1 � 3205B : 2 10 �� 2 � 32036 � � 1 �� _ � � 10 � � �_ � E4 �- - � � ' � � ��� �� �' - � � ^� 2 BEDROOM � � 2 BEDROOM � � �� O � O � i � 3209B � � 2 BATH 2 BATH ` 3201B d. 1 BEDROOM W5 _ �5 � 1 BEDROOM 3205 3203 4 � 1 BEDROOM � Co 1 BATH B � i 1 BATH W2 W5 W5 42"WALLTYP. A501 � W5 1 BA01H 1O 3209 42"WALLTYP. SEE 3207 MODEL C 42"WALLTYP. MODEL C I I I � 0 DETAIL(11/A403) � � SEE DETAIL(11/A403) SEE DETAIL(11/A403) � O MODEL A , �8�� $��� , MODEL A , 8" 8" , �11�� _g�� � MODEL A 23-7" - 7'-5 1/2" - i 23'-7' -11" 33'-8' ; i 7'-5 1/2" 33'-8' 7'-5 1/2"_ 23'-7' � m 3209A, : 3207A I 3205A 3203A I � 3201A � m m � E2 "�' ti N — —_ � _— _— —— N "' � �-� � _ _ I � � I _ I ' � � _ __ I � m N � + � � � E2 ��> �� _- - p O O � __ � O � ==v== � �� O � ������������� i � � �-- � i � 1 - - _ i � Y - " � � ! i -_ , I J I E 1 `� � - i - ��,-`= - I i� �i�i I - ` � i� - �i�i � _ � _ ' � � � � -1 _ � � - � �� � � - ' �I I m ^ i __II i �\ �\ � ii / .. � u � II I i �'.�\� � — — � I ..- -----\\� Vj------� I� 1. i i �\ \ — _ _ I--------_--\J � -------_� I �_—_--------------------J L----------� �� � --� � 5�4��RISER TYP. ,�_,,-.� ,-.�r�/�.,_�1�./1 - -� I �-----------------------� �----------� � �� 5/4X5 1/2 COMPOSITE BOARD� • � � CHASE CAVITY 11" 1" �� CAP '� • � , • i W5 4 i _ , , �. Z � � �� ; A301 � � ac 0 I � �� UNIT ENTRY UNIT ENTRY � � REAL ESTATE w E4 i --5/4"FIBER COMPOSITE - � 5/4X3 1/2 COMPOSITE BOARD ' _ m 1 I � � � ; b00R DOOR z _ ,,, ' DECKING m � �� HORIZONTAL RAIL ; �, 15 ,�� � � � DEVELOPMENT & O0 �^ 7'-6" 4 1/2" 4'-0" 4'-0" 4'-0" 4'-0' 4 1/2" 5'-3 1/4" 6'-8 3/4" 0 I , _ W � � � .� F a ! o o ---SEESTRUCTURA�FOR ; �� ; 5'-5° ' 41/2" 4'- " A403 4'-0" 4'-0" 4'-0" 41/2" 5'-31/4" ° o I MANAGEMENT oi O _ - -' � - FRAMING INFO � � � 2 � � N � I - I � � 4X4 POST � � � z 0 0 � ; - - � `�� - � � � I� ��� � �� � PROVIDE TRIM DECKING AT EDGE ��� � �`� j � � � ZOO N. MAI N STREET �� I � I 11 Il �� I �"`� OFF END CUT DECK BOARDS-TYP. �� �' Q - � - - - j � � �� OREGON� WI 53575 I � I � A403 � � TOP OF DECKIN6 � � � ! , � A403 FLOOR SYSTEM @ STAIRS �,. TOP OF DECKING � ] , � F3 — — — " ' — 21'-9" 1ST RISER LANDING RAIL NG��� C�RRIDORS 21'9" ' � ; � � �—� +� �� �� i , [I I � � 16-5 I 4_ _. �� � 14 11 - - --� I F3 I i,; - CLOSEDSTRINGER fl l SCALE: 1"=1'-0" SCALE: 1/2"=1'-0" W5 16�-6° =� @ CUT END OF TREADS-TYP. I � I II � : I �' 19 R@ 6 27/32�� _�= CLOSED STRINGER � I � � ~ - � ' @ CUT END OF TREADS-TYP ,�-s ���'' ' ,, 11 3/16° �-1' ; UNIT ENTRY - - UNIT ENTRY _ � . I `°`�r`�,' , �°'°,�-: `�,. � O � [I I ,� `�'� ?`� i.-� 5/4"FBER COMPOSITE DECKING-TYP. DOOR !� � DOOR � � I � � �� � I � 5/4X5 1/2 COMPOSITE BOARD '-�� - i. � � o ~ � Slm �° CAp COLOR FROM STANDARD COLORS 19 R@ 6 27/32�� _ � � f � �� 0 � 4 ,i` 'Ci \ � O � � � � � p � � A301 5/4X3 1/2 COMPOSITE BOARD � �-�zx DECKING TREADS �� O � � �' � I �,, HORIZONTAL RAIL � a a = 14 ~ � �` 13 14 � 4X4 POST � ° °_ 13 - A403 � � A403 - '� 2"DIA.WOOD RAILING -�� � ° ° --- ---wooDSTRINGER-TYP A403 � � A403 ,,� _� a a � a , � --- - - � � � W/1 1/2"GAP CLEAR TO � SEE S7RUCTURA� � � � � } � � '� � ��u iSUYCcir�� �i � TOP OF DECKIN6� � WALL ,,� TOP OF DECKING � � ° — - „ , „ � „ n , � — �- � - ; a � I � � I F3 10' 11 1/8" � PROVIDE TRIM DECKING AT EDGE�� �`� � !. OFF END CUT DECK BOARDS-TYP. 10' 11 1/8" � � ` � � � � ' J � _ � s� - - � '� „ ;��� �� �`' STAI RS � CONCRETE FLOOR _ W5 �� � F3 ! F 5/4 FIBER COMPOSITE DECKING-TYP. �-� FLOOR SYSTEM � 1 2 - - � � COLOR FROM STANDARD COLORS � �a STAIRS �"� - � 1 SCALE: 1"=1'-0° ���_ � , I p � 9 i � � � ' 19 R @ 6 27/32" � � - - ����.� �, , ,�-� ; p I - .: �,P. -- ,e,. ,,Y,,, - Q ; � ,-"� -- � �^'�_=1 ��- ° � j UNIT ENTRY _ UNIT ENTRY _ � � � �� � � ____------- SEE STRUCTURAL ; DOOR I � - DOOR � ' '' I °� ° ��� � DTL—G UARD RAI L � STAI RS FOR FRAMING INFO 19 R@ 6 29/32�� _ � o � �� � o ° ° —� ° a ; 15 113/16„ 1„ � o z , z _ LL _ �� � � -2x DECKING TREADS � z - � SCALE: 1/2"=1'-0" ���� = 12 � d � � � ' A403 � i --5/4"RISER TYP. � � 12 O � �4x4 POST-TYP. �4x4 POST-TYP. A403 � � � � � -_ � il � � `j - POSTCONNECTOR-TYP. , I� �POSTCONNECTOR-TYP. / e i ° '. - _ � - ' ' - ._ ' - -. - _ - _ a' ' - _ - : - _ � - _a" - " ' - � � - _ - _ ' ' ,a " - � — -J ' " - - L " � �, � � i �—. NON-SKIDSTAINEDCONCRETE-STANDARDCOLORBYARCHITECT - --d NON-SKIDSTAWEDCONCRETE-STANDARDCOLORBYARCHITECT W 8x8 POST-SEE STRUC. � SECTION THROUGH STAIRS FIRE WALL SECTION THROUGH STAIRS — TYPICAL ' ��8x8PO5T_SEESTR�� � , e � TERMINATION LANDING - 5,4 TREXTRANSCEND � � S/4"TREXTRANSCEND n � TREEHOUSE-TYP. � 1 O TREEHOUSE-TYP. `� SCALE: 1/4"=1'-0" 13 SCALE: 1/4"=1'-0" � SCALE: 1"=1'-0" � �V � 1ST FLOOR ENTRY @ GRADE 1ST FLOOR ENTRY @ GRADE _� ,_ - � � -_ � � � 10 10 5 . , r . E1 � � A403 A403 � A403 E1 � ��; � � � w 10 10 i O � � _ a v� � 3112A - - � � � I � O W � � V COMPOSITE WOOD/FIBER COMPOSITE WOOD/FIB R COMPOSITE WOOD/FIBER Q �A � HORIZON�AL SLATS W/TO RAIL HORIZONTAL SLATS W/TOP RAIL �I -42" HT T P. HORIZONTAL SLATS&T P RAI L- � � 42"HT TYP Q OOT G AT E- �`�° W5 W5 COMPOSITE WOOD/FIBER W5 � � i � �' RECESS SLAB FOOT HORIZONTAL SLATS&TOP RAIL O � � W5 1D GRATE-TYP. W5 YP' � i W 5 5 W5 N W5 O N - � y� � 5'-5 1/2" � io � � � O ' � W5 A403 A403 0 ^ � � _ W 5 o r, � � � W5 i � � � � � o, H � _ i �/ � � O � � O i a — � a m a a a a a a 5,� m a � _ � � 2 � � � � � � O � I^ � � �r,. � 11" 7'-5 1/2" ~ 8" o}c � � � � � - � � I 8�� 7'-5 1/2" A403 ~ 8" � �i/ ioIII H _ H H H �- H � �J z _ 30 z 10 i z z = �_� z z N `�° � z z z N N �I w �n w w w � M w w � � w w w � u?. � Z �n A403 Z � A403 , �_ �- �r, I n � H � � � � � �n� � - � 3'-9 1/2" 3'-8" > > 3'-9 1/2° "' 3�_'!�� _ � � 3�_9 1�Z�� �n 3�_ ��_ > > > 3'-91/2" , 3'-8" _ 3'-91/2" 3'-8�� i 3'-9 /2" � 3'- " � = _ � � `U P = U _ _ � UP W2 ��k - � --- -- �� --- �- - �r, - . �. . � -- --- � - --- - - � . J .. .ci� ci ' ci�� J �c-I� �I � � ci � c-1 � Q . .� . _ - �� � . . Q -�-- - -�-� � \ oC I -- - � --- ---- --- ------ K � -------- \ a � � -- W5 W5 � I —t----- Q � � I �- -- � O � ---- --- � H . ———————— _ � ———,_———— _ —————— ' : —�——— J = ———— ——— _ �> - N _ _O O ' � - �. _p_ _tn. .0_. p . > . Q d' V' . .?). _� - Q. . C.. d' —— — — U ———— ——— ————-——— ' ————�——— U. �-— — —- N _ I V1 � _ � � �-- � � a �� � s --- , - ------ --= ---- --- -- � ----=--- ,- 5/8"GWB OVER 1/2"RESILIENT Q �i � - , -ti I , Q i ' � f`�� �� ' Project No. 14LION-00-01 ---- LL, --- -- �_ --- ,y = = ii ' NG c� � - �--- m __ �� ii J`,��- ii � � -�--- m ii ���� ii SY TEM L@12' O.C.CEILI � —II _ -------- \ ' II ---- ' � ----_--- \ � _ __ _--___ , 12/16/20142:02:45PM I T -__ _-- - �- ---- _ j � _ i i 5/8"GWB OVER 1/2' RESILIENT � � ii m� ii - i o o � ii ii o �'i _ ii , > _o i i o o_� ii ii i � o iii ii P ot Date• � --- --- O _� --. --- -' �i===°N ===i CHANNEL@12' O.C.CEILING � -' --- ' -- � - ---- -==i _ ni== =====i � w � � �� �� � �„ M ,� w � L � � � „ �� L J � ��� „ Drawn by: crd 1 m � ii N ii i i � ii 1 1 SYSTEM m � � -- u�==== � � ---- --- i - --- �,, i---- -- i � .. . . �I---_N ---1 I I..� . _ -- --- \ —————— ,� STAIRS ' i� �i�i � �o i� w - -- O �--- p v, ' i--- �---� � O � `-' ' '^ 1D - -- i== - ===�i Issue Date: 2014.03.14 O a 3212 .. � --i ii---°@j ---i � _ ,n ------ O — i� -_ -==ii ii ii .� ii i � ii � I ii,� i iii �' � -------- � I---- � ' �i=== rn =__� � � ------ � °°° -°°i r�i==== ===li \ � � ��. � - � � � �� ii � N � � � � �' �� � �� � � �� �i� ii � � ��� ii � Dat2 ISSUe DeSCYIpt1011 ` � �-o� - I = ii m ii = i�i ii -------- --- --- - -__ _ ___ , -------- - - � i iii i ----1--- q �---- �-+� q ��--------� `�' o -- �_�� � �� - o --- � I ' � �,� � ii � iii ii � _� l � ii ii � iii �i�i 2014.04.10 REVISIONI - - --- O N � � ii---� ---i ���i====�===�i�i � � ----� - - - - ii--=- -=-ii � - - - � � i��i=- ----�ii 2014.12.15 BULLETIN4 c.� v I ii ii ii ii I iii ---- --- U � , � _ II---'-----�� . �1=====___� . .. . �� II I II � ----�--- II ---- ---I ffl== — ---I --- --- ——— 1 � � ��I � � ��� II - � �-------- �� � � � �� � � �=-- ----II ---- �I---�— II i�l----�---i --.-_ � � ij - �i � � Ri-- -----ii �I - -------- � --------i �ii R40 ' �� A403 � __ � _ � u�----�___ - - �-------- - � ---- �--- - - ---- .. .OI. — _O. . �I I � . �I I _p ' II— N ===II � III I - �, ----T--- - � � I � ��---:- --- I�i=== i===i 48X22ATTICACCE55 � �I 1D ��I � -------- � === ===I � ��__ ----�ii ----i � _ i� �i PANEL @ EA 4 UNITS � I � i iii �i ii -------- � ��--- i� _--� -- _ ___ i---�-- ---- --il _ i--- ---- SEEDETAIL(10/A502) _ � -------- II== � --i _ n�-- i .. N _N. . II N� . III I I _ry _ .N . � N II II . � _�.. :I ��. --- I--- _ci _ - _ _ i _ . i—I- .. _ � -- — --- d'_ d' � �r i , _ �* D N d' p d' _ i ' 48X22 Al-fIC ACCESS � PANEL @ EA 4 UNITS� � 3-9 3 4_ / � � a a a a a COMPOSITE WOOD/FIBER a 1'-10' m ~ - � II ~ _~_ - ^ ~ � VERTICAL SLATS � � - �` - --� u, -� —} > -u, } - } -- .-u, - ---} ..�k. .. ' = l n� _ _ � ' � . I— .N_. —N_. _ I— F N -N-� F I— N N I— � � j w � X s = j in � � = j � � - � �n s � � � � � � _� � �� a in n �- � � � Z �� �� Z Z � � Z Z � � Z --� � --� - } ' � � w .`� . .`�-' - w w � `1 -�-� w w `1 `� w I O � � o � � �� ~ � � � � � o � o - � � o a � � o o � _ � � � I~ } � � �'w � } ? N � N _ > > N N � � N N � E4 � � 0 X � �4 i � W2- E4 z E4 N J F W5 W5 -- _ �r A 02 - - z w Q z / \ I W2 - F �- ° H F i - - - I z � o > _ � �-4 �- - -� � � � = 1 HOUR RATED ACCESS W5 1 W5 � PANELABOVE IN ATTIC 1 W5 W2 r, MECHANICALCHASE SPACE-SEE DETAIL(1/A601) 1 �' - - DRAFTSTOPPING ACCESS ""y I DOOR W/CLOSER ABOVE 1O �D �O � IN ATTIC SPACE-SEE 00 � � Sheet Title oETAi�cZ�A6o1� E N LARG E D SCALE STAI R E5 I E5 E1 --- E5 E1 1 PLANS E5 E1 E1 � �BLDG 3 —BLDG 3 '- -6LDG 3 -BLDG 3 - STAIRS � FIRE WALL STAIRS � FIRE WALL STAIRS � FIRE WALL STAIRS � FIRE WALL TYPICAL STAIRS TYPICAL STAIRS TYPICAL STAIRS TYPICAL STAIRS sneet No. RCP 3RD FLOOR 2ND FLOOR 1ST FLOOR RCP 3RD FLOOR 2ND FLOOR 1ST FLOOR A403 9 8 7 6 4 3 2 1 . . SCALE: 1/4"=1'-0" ' SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ' SCALE: 1 "=1'-0" �' SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" � SCALE: 1/4"=1'- ' SCALE: 1/4"=1'-0" 5 I �Y � 3 I 2 I 1, — - - � 12 1/4" � 10X10 SUPPORT COLUMN R1 �ENGINEERED WOOD TRUSSES @ 24"O.C. � �� WRAPPED W/2X12 RIPPED � ^ - 5 1/2° / W/5/8"OSB SHEATHING, 15#FELT PAPER(ICE& SEE STRUCTURAL FOR FRAMING INFO � � � �,�.1,^' �` DOOR I � I CEDAR W/SEMI TRANSPARENT � WATER SHIELD @ PERIMETER 4'OF 9/12 ROOF,) R1 , �� THRESHOLD `��,, STAIN FINISH PER COLOR BOARD AND CLASS A ASPHALT SHINGLES,TYP. .' � �� � � � �' / � REALESTATE � �� 5 I F2 ' S/16" I 2X6 TREX SQUARE /` � � � EDGE BOARD HAND % 24' VENT BAFFLE BETWEEN , TOP OF DECK i\ � � ��� � � � ' DEVELOPMENT & TRUSSES-TYP. I EQUALS _ � RAIL � � � �II � a Z��"-ST�° MANAGEMENT TOP OF � � � I � � `-' ,'i; VENTED HARDIE SOFFIT GYPCRETE ' 2X6 TREX SQUARE EDGE � I CEDARMILL COLORPLUS 12" I I BOARD SLATS i -KHAKI BROWN � (2)LAYERS 1"GYP BD SHAFT LINER PANELS '��� ���-� I `� �,� � 12 3 � ���AIRSPACE � 200 N. MAIN STREET , ,���_ -— � TvP OREGON WI 53575 ���,- 4X4 CEDAR POST W/ =<=� � �. �'�" e e_. I � - I SEMI TRANSPARENT ,-,� P �` � I 1O 9 HARDIE SOFFIT CEDARMILL GSHAPED MTLTRACK SET IN SEALANT I °'�''�� ���� �,,� STAI N TO MATCH POST � I � ���� �,��-� � � I � �� COLORPLUS 12" � �` � � -KHAKI BROWN 1 I 4 f ; I ". _ . � � � �� 31/2" A201 j � � �� � I � � �= ti- - � '� � i �, � � � ��_ ���v� � � FIRE STOPPING _� I � y -j 9 �, �% � NON COMBUSTIBLE SHEATHING(DENSGLASS) ` °='x`'a, "�.,� W5 �` ''"� O I 3 O @ 4'-0"OF 2 HOUR FIRE RATED ASSEMBLY I O 2X10 SUBFASCIA� FIRE CAULK SEAM � METAL COLUMN BASE � 1x10 TREX FASCIA BRONZE COLORED ALUM GUTTER STAIR WALL @ FLOOR JOISTS TREX RAIL � LOWER LEVEL PATIO SECTION EXTERIOR WALL � ROOF TRUSS LOOKOUT FRAME EAVE DETAIL 2-HR FIRE WALL PLAN DETAIL ��-�� �������:���f�� 20 16 12 8 4 _ r'_ r_ --,���, � SCALE: 1"=1'-0' ,�,��'�-f�`�'"6„ '�°`` '�; SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" �� � �� 5/8" 5/8" �``�, y 12 1/4" L ENGINEERED WOOD TRUSSES @ 24"O.C.W/5/8"OSB SHEATHING, � 5/8" 5/8" ' SPACER/WASHER TO CREATE 1/4" R1 � ICE&WATER SHIELD(THROUGHOUT ALL 3/12 AND 4/12 PITCHED 31/2" � 1�4�� 1�4� FIRE RETARDANT ROOF SHEATHING 5 STUCCO � SPACE BETWEEN STUCCO&CEDAR / ROOFS,)AND ASPHALT SHINGLES,TYP. -N TO 4'-0"ON EITHER SIDE OF FIRE WALL FLASHING CAP � �°�� � ' � - - � / 24"VENT BAFFLE BETWEEN PER EXCEPTION 4,SECTION 706.6 2012 IBC ONE COAT STUCCO SYSTEM � �-' 10x10 POST TRUSSES-TYP. � -COLORS AS DESIGNATED - _ ' � �" 2X CEDAR RIPPED DOWN TO APPROX VENTED HARDIE SOFFIT I , � � 5/8 O56 SHEATHING � � �� � � � 32" MAX 1 1/2" 9 1/4" 1 1/2" 10 3/4"W/SEMI TRANSPARENT � / CEDARMILL COLORPLUS 12" � � - STAIN FINISH PER COLOR BOARD \ / -KHAKI BROWN ; EXTERIOR - � 12�� R-50 LOOSE FILL INSUL� �I TREX DECKING �� � ,--�.. STORAGE _ I � � FIRE CAULK @ DECKING CONNECTION SEAM � �,��. �'' 2X6 TREX SQUARE EDGE BOARD SLATS � w � �- '� E3 X I ATTACHED W/COUNTERSUNK TREX �, = q" DRAFTSTOPPING- , I 1-6 ' FIBER CEMENT SIDING ON 1/2"OSB SHEATHING � �� � � � 3 1�2�� �I � �� „ FIRE STOP ALL PENETRATIONS � � W E E P � � RECOMMENDED FASTENERS IN'GOLD' ' � � � 2x4 WOOD STUD WALL-SEE STRUCTURAL � ��� �� �� � N COLOR TO BLEND INTO BOARD SLATS M HARDIE SOFFIT CEDARMILL COLORPLUS PRE-FORMED SHEET METAL FLASHING, J I 4X4 CEDAR POSTS W/SEMI TRUSS BEARIN6 � � 12"-KHAKI BROWN COLORTO MATCH METALSIDING� I ��' ,� %" �i=� � � � _ , � . � I TRANSPARENT STAIN TO I �'yp. \ ; „ � 1x10 FASCIA z � MATCH POST W/METAL � � =���� '��� (3)2x12'S TREATED,SEE STRUCTURAL � i� ENGINEERED WOOD TRUSSES @ W � � �'; � COLUMN BASE � � � � � � --. .._,___. ,--.... ,--.... � 24"O.C.W/5/8"OSB SHEATHING, `„ � � � I R1 1 HR RATED c � 15#FELT PAPER,AND ASPHALT � ;,, 3'-0' - _ ' -- - `�{ � I 4 2X6 TREX SQUARE EDGE SHINGLES,TYP. � �. TREATED FRAMING-TYP. °°��_ I BOARD HAND RAILABOVE 4 I I � SEE STRUCTURAL FOR FRAMING INFO y I � 1 1 HR RATED �"+ aL-,.��y I A201 I I 1x10 TREX FASCIA MECH PIPING AND DUCTS-SEE MECH PLANS SHINGLE ROOF OVER ICE&WATER SHIELD N 1'ICE&WATER SHIELD OVER PFSM- Y I I 2X4 CEDAR W/SEMI � � TRANSCEND TREEHOUSE NOTE:NO DAMPERS REQUIRED PER ICC I � COLOR TO MATCH STUCCO PRE-FORMED SHEET METAL�� E2 I I TRANSPARENT STAIN TO _ SECTION 717.5.4 EXCEPTION 4 - - - � �I� TRUSS � � FLASHING,COLOR TO p MATCH POST LAG BOLTED TO BRONZE COLORED ALUM GUl-fER � � ,A MATCH METAL SIDING �"t � �� EXTERIOR WALL W/1/4" (2)LAYERS 1"DENSGLASS SHAFT LINER � � � SEE STRUCTURAL � -� j � SPACER/WASHER TO HOLD OFF PANELS IN MTLTRACK SYSTEM � "°� FOR CONNECTION _STUCCO OVER METAL '` / �.�..i WALL � � � ��> � LATHE OVER WEATHER `v �,/ I � � � �' WOOD POST WITH TRIM � X 5.5"HARDIETRIM 5/4 HZ RUSTIC GRAIN (° BARRIER ON 3 TREATED / �it� -SEE PLAN DETAIL� 2X12'S,SEE STRUCTURAL ,�� �� CORNER BOARDS � a, r � O �,�'..._.r Fi_.-� ��'•�.,_r.�;� �� �-�",:'l--'" ".�°"`'�a � � � BALCONY COLI�MN TO STUCCO WALL TREX RAIL � LOWER LEVEL PATIO EXTERIOR WALL � ROOF TRUSS WALL W1A � ROOF TRUSS 2-HR FIRE WALL � ROOF � = 19 15 11 7 3 , W � '� SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0' \ SCALE: 1 1/2"=1'-0" --- SCALE: 1"=1'-0" i � --- � O / Y _ fp � � ROUGH FLOOR , r� MECH PIPING AND DUCTS-SEE MECH PLANS UPPER � L ~_ , 6 1/2" � NOTE:NO DAMPERS REQUIRED PER ICC � � � � � O �,,%c'� 5/8�� -5/8" �a SECTION 717.5.4 EXCEPTION 4 � ;_ � _ ;--r 'y� �` i 3 1�2 ��8 ; FIRE STOP ALL PENETRATIONS I � �ooSE FI��INSU�ATION ` � Z •� � t, ��� FLASHING CAP � � ' AT EACH FLOOR 1 1 HR RATED I ._ _ `� ExPOSED FASTENER �� -�:� � 1"GYPSUM FLOOR TOPPING ��' � � _ I '- � � O ,-, � OVER 1/4"SOUND REDUCTION 1"GYPSUM FLOOR TOPPING I ° � : _ � � WEATHER BARRIER LAPPED OVER � MAT-MIN 2500 P51 OVER 1/4"SOUND REDUCTION \ F2 1 HR RATED N F2 � FLASHING BELOW � �t'� ANDERSEN 100 WINDOW SYSTEM I N � � -SEE ELEVATIONS FOR SIZE AND TYPE MAT-MIN.2500 PSI - - I ` - y� 5/8"OSBSHEATHING �/ �� � y,- � ROUGH FLOOR�� ��ROUGH FLOOR � DRAFTSTOPPING � � � � :-�' � � �� _ >,_. , _ , ,.� ,,�:.; .. 1� _ , , ,. _ _ � � `` - = = = = . . , ��rv ' ��`�- PFSM METAL TRIM-MATCH COLOR TO MTL SIDING � \ TREX DECKING I � = -== FLOOR SHEATHING / _=-= = == ROUGH FLOOR � 7/8"24ga CORRUGATED MTLSIDING 5 7/8"24ga CORRUGATED MTL SIDING � �j SEE STRUCTURAL FOR RIM INFO LOWER NO SEAM UNDER WALL �`� W/COOL DURATECH COATING SYSTEM m��°`� W/COOL DURATECHCOATING SYSTEM � / PROVIDE DRAFTSTOPPING � O � -SEE ELEVATIONS FOR COLOR ��`, � � � � � r -SEE ELEVATIONS FOR COLOR � -SEE STRUCTURAL FOR I � � � � � � � F� RIM BOARD INFORMATION ��� � PRE-FORMED SHEET METAL FLASHING, / j ` / CONT.ACOUSTICAL ISOLATION / ti i COLORTO MATCH METALSIDING� ' I B �� 'S,y � i � �-� � � AND SEALANT � (3)2x12'STREATED,SEE STRUCTURAL \ AIR&WATER BARRIER OVER SHEATHING � _ _ _ _ � � � == --- _ _-_- - rojec . \� w2 \ ___ _ _ _ ____ _ � P t NO 14LION0001 , ,, , , � V � �� TREATED FRAMING-TYP. �,�% _ „ ° - \\ PIQt �ate. 1/23/201511:09:56AM SEE STRUCTURAL FOR FRAMING INFO � � � � ` � � � � � ��t � 5/8"GWBTYPE"X"TAPEANDFINISH ' " ' �raWn by: dmk 1'ICE&WATER SHIELD OVER PFSM- � ' � Q ALUOINTS AND FASTENERS �: COLOR TO MATCH STUCCO � I� PRE-FORMED SHEET METAL 4` �., °� TREXTRIM ' I � �SSUe �ate: 2014.03.14 FLASHING,COLOR TO � I I- - 4 FIBERGLASS BATT INSULATION MATCHMETALSIDING , �, A201 I I : � i i I I 1' AIR SPACE EACH SIDE TREX TRIM OVER WEATHER I; I I I (2)LAYERS 1"GYP BD SHAFT LINER PANELS I .' Date Issue Descri ption 2014.04.10 REVISION 1 i� i r IN MTL TRACK SYSTEM � � I I I BARRIER ON 3 TREATED � 2x4 WOOD STUD WALL,SEE STRUCTURAL -''�y} zxiz's,SEE STRUCTURAL �� 2014.08.04 BULLETIN 1-CONSTRUCTION SET ___.--,._-..rt ._,; �n, �,r-`` ....� ;..�"t.._._�r _ MTL GUARD RAIL W/ WOOD FASCIA CORRUGATED MTL PANEL SECTION EXTERIOR WALL � FLOOR JOISTS WALL W1A @ FLOOR JOISTS 2-HR FIRE WALL @ FLOOR JOISTS 2oi5�oi:2o BULLETINS 18 �� STUCCO OVER VAPOR BARRIER ZO STUCCO OVER VAPOR BARRIER � � SCALE: 1 1/2"=1'-0" SCALE: 1"=1'-0" LAPPED OVER FLASHING 2" SCALE: 1"=1'-0' SCALE: 1"=1'-0" SCALE: 1"=1'-0" � ,�-�����.��_°•�'"�-'`+.�' °'��`�, VINYL/CARPET FLOOR FINISH LAPPED OVER FLASHING 2" � � VINYL/CARPET FLOOR FINISH 5/$ i 6 1/2" 5/8 ��t� SEALED CONC @ STORAGE ROOMS � SEALED CONC @ STORAGE ROOMS � (2)LAYERS 1"GYP BD SHAFT LINER PANELS ��g�� 3 1/2" � ��g�� �' - - - 4"CONC SLAB 1 -2 HR RATED FLASHING CAP `'; APPROVED WEATHER RESISTIVE APPROVED WEATHER RESISTIVE 5/s"GWBTYPE"x" � ,° �� - F1 BARRIER-2 LAYERS TYPICAL,OVER SEE STRUC.FOR .�' BARRIER-2 LAYERS TYPICAL, 2x4 WOOD STUD WALL-SEE STRUCTURAL --� �.,�� ExPOSED FASTENER "r � � SELF ADHERING ICE AND WATER FOUNDATION INFO i � � OVER SELF ADHERING ICE AND `�- _ _ 5 �� � � ` � � �- � T.O.SLAB 1 � � � � � � ,_.� 3 FIBERGLASS BATT INSULATION � � WEATHER BARRIER LAPPED OVER I. , WATER SHIELD @ 3' BASE OF SHIELD @ 3'BASE OF WALL- FLASHING BELOW � `'' �° - �- ° I. d A502 TYPICAL LAP WEATHER RESISTIVE 1"AIR SPACE EACH SIDE � i� � _ _ WALL-TYPICAL LAP WEATHER �� � �� � _ a - - � ` 5��� � _ 1O �� �� � � °" °° � BARRIER OVER T.O.SLAB 5/8"OSB SHEATHING - �,, w � a a RESISTIVE BARRIER OVER , `_ '- fi.° a " ° ip � a i 2"GTRACK POWER DRIVEN FASTENER 24"o.c. _ PE� 01 FP UP °` � � � � � �� � 100'-0�� ��" � °C �-� �—TREATEDSILL ! � ° � � ,_ � _ � . �_ � � > � � � � ' � ° ; _ � a a _ ,°� � a 4 ,. � . . ' . , � ��a . . . � . - 4 _ 4 a -,a — � — - 6�- � � � y a � a� a , a . � a a a a Q�- _ ' N a SILLGASKET a . P.T.PLATE ,a O-TOW UPPER � TREX DECKING � � � ° � � �r/ `- � a a � � �_. a �� � gg� g�� a � a a T.O.SLAB a__ a 8- � � - FLASHING I d �-� , � SILL GASKET a _°- . a � a i I - 7/8"24ga CORRUGATED MTL SIDING a °a I � � � w/Coo�DuRATECH CoATING SYSTEM � ° �° a � � " � - � � �� � �FOUNDATION WATERPROOFING I �, ° �a - � � 6R - � � ' I I � I I �� � i � �� � � � � � ° ADE SEE CIVIL a a - - a � . a a _ � ; :�� '�„-_..-< � � I -SEE ELEVATIONS FOR COLOR � � � �� ' � _ _ I � . , , � , � ��. � li li— � -%2'�REAT�D P YWOOD NAIL R i I I I �, ' ° � � � ° � . � 4"CONC SLAB i ° °� i a �,,, PRE-FORMED SHEET METAL FLASHING, �� i� � - � °� R-10 RIGID INSUL � � � COLORTO MATCH METALSIDING� " ATfACHED TO CONC W�CASE - ' I �" �''+ at� - ° - ' _ - - ' - a° , �. � A a , � �e q �" � - � a_ � ' � � HARDENED NAILS,ATTACH GYP 8"'� I I � q _ a° Q _ L, (3)2x12'S TREATED,SEE STRUCTURAL '�- \ � � � � � � �`� ' _ BD W�1�� DRYWALL SCREWS I I I � � �° � ,'. � �.�,,.-,,�� _ f �<<r a a — „ Sheet Title b \'\� b i.:.'*,.�,.; _ a . '4 I �- � I � <.°1'-3a1 2 I a Ia ° " � II � $�� 4"DIA.PERFORATED DRAIN PIPE, I � a — — - / - r b TREATED FRAMING-TYP. �� �, _ SLOPE 1/8%MIN.TO GRAVITY OUTLET � - I a a _ I I - a a ° ° a °.�a - �1=FP LOWER _ d °=� ' � �.. _ � ` `� _ � a ° a — — �� 98, �„ SEESTRUCTURALFORFRAMINGINFO - ARCHITECTURAL DETAILS _ - a _ a — �. - w � ° - � - °A - - - - o a � � q a I�"'�t 4I��:�"� FREE DRAINING GRANULAR �- SEE STRUCTURAL DWGS _ _ a � a _ \ = a : ° i MATERIAL PER GEOTECH REPORT � aa FOR FOUNDATION INFORMATION aa °° a ° a° d a O-TOW LOWER - a °'- a I I 1'ICE&WATER SHIELD OVER PFSM- � a � -a > a p — - aaa ,-=h. �.,�,._- � "-. .., - �a a a: ° a I — - i n �.. COLORTO MATCH STUCCO _�PRE-FORMED SHEET METAL — ° - I I I � ^'�'`'^-' ° � FLASHING,COLORTO -� a � � . a a R-10 RIGID INSUL - � ° a� ° ° � �a` — — � 97 -$ - � � - � a � ^ . a� ' ,- 4�. a a _ . . . . d I — a -v\ � MATCH METAL SIDING Q _ . .- a a' ° a SEE STRUCTURAL DWGS I I eog a a - I I — �, - 4 ° � o — - - ° 11���a r � a o i i - - , _ - � � - i i a � � I � II � �q e �. � , a _ d , FOR FOUNDATION INFORMATION � , a w_e�'`�''\..e.m'°.'�, .. STUCCO OVER METAL � - _ a ° � � i i � i i I - I I , I I �_J, LATHE OVER WEATHER � a '° Q , ` I I I I I I I - I I I- I I I BARRIER ON 3 TREATED ; � - � � I MTL GUARD RAIL W STUCCC�zX125�SEE5TRUCTURAL,,.�� EXTERIOR WALL a� FOUNDATION EXTERIOR WALL �a FOUNDATION WALL W1A � FOUNDATION 2-HR FIRE WALL a� FOUNDATION sneet No. � 17 13 ��� � 9 5 1 A501 HIGH GRADE �d e LOCATION ONLY) q SCALE: 1 1/2"=1'-0" SCALE: 1"=1'-0" �`( SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" � I � � � � � � -- � �- �� EQ EQ �,.--°-�`,, _�1,``'� �`1 .'����4`'a����' l - .,'�� �'�ydr/� � . -rvP.viEwER , --. '' REAL ESTATE i LOCATION .�` REQUIREMENTS a� TYPE 6 UNITS 'TYPE A' ACCESSIBLE UNIT NOTES �f �M�--i4�� GENERAL NOTES: DEVELOPMENT & , / --�m � �� /� � ' �� (1st FLOOR UNITS THAT ARE NOT TYPE A Q � �� _ _ � �UNITS ��0�� ��0�� ��0�� �'F�OJ� ,� 1. °CLEARFLOORSPACE"=A30"X48"AREAFORWHEELCHAIRACCESS MANAGEMENT j � �TYP.VIEWER � �`�, 2. "ICC/AN51"=REFERS TO THE AMERICAN NATIONAL STANDARD:ACCESSIBLE AND USABLE BUILDING AND FACILITIES;ICC/ANSI �w op LOCATION @ TYPE � TYPE B UNITS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1004. � A117.1-2009;PUBLISHED BYTHE INTERNATIONAL CODE COUNCIL. GENERAL: �`� 200 N. MAIN STREET N � �A'/UFAS UNITS 9� PER 1004.2 THE PRIMARY ACCESSIBLE ENTRANCE TO THE UNIT WILL BE PROVIDED FROM AN ACCESSIBLE ROUTE FROM PUBLIC OR 1. ALL HARDWARE,INCLUDING INTERIOR DOORS,REQUIRE 5 Ibs.OR LESS FORCE TO ACTIVATE. '; ACCESS I B LE RO UTE � � _�`-�, �°"'"'°"AREAS. °� OREGON WI53575 � - - 2. CLOSETS WITH ADJUSTABLE RODS AND SHELVING,MOUNTED @ 48"MAX.ABOVE FINISH FLOOR. f 1. ROUTE HAS 120 RUNNING SLOPE MAX./1:50 CROSS SLOPE MAX. � = PER 1004.3 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS THATARE PART OF THE UNIT.TURNING �`"� i C7 r SPACES ARE NOT REQUIRED. 3. ALL WINDOW&DOOR LOCKS TO HAVE OPENING/CLOSING AND SINGLE POINT LOCKING HARDWARE � ';;��p w @ 48"A.F.F.MAX.AND 15"A.F.F.MIN. 2. ROUTE IS STABLE FIRM AND SLIP RESISTANT. �I ac � PER 1004.4 WALKING SURFACES SHALL BE LEVEL WITH A CLEAR WIDTH OF 36".AT FRAMED OPENINGS A MINIMUM CLEAR WIDTH OF �4` 3. VARIATIONS IN FLOOR FINISH ARE 1/2"OR LESS. MAXIMUM 1/4"VERTICAL CHANGES IN LEVEL. CHANGES IN LEVEL BETWEEN � � 32"IS REQUIRED. CHANGES IN LEVEL,EXCEPTION EXIST FOR IMPERVIOUS PATIOS,4"STEPDOWN ALLOWED. 4. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS&LAVS. �� 1/4" AND 1/2"MAX.SHALL BE BEVELED WITH SLOPE OF 1:2 MAX. (SEE HC-6). 0 - � � PER SECTION 1004.9 OPERABLE PARTS SUCH AS SWITCHES AND RECEPTACLES SHALL COMPLY WITH SECTION 309.2 AND 309.3. KITCHEN: "� (48"REACH). 5. ELECTRICAL RECEPTACLES,SWITCHES,AND APPLIANCE CONTROLS INCLUDING RANGE HOOD FAN&LIGHT AT KITCHEN .�''r 4. OPENINGS IN FLOOR OR GROUND DO NOT LET 1/2"DIA.SPHERE PASS AND ARE PERPENDICULAR TO PATH OF TRAVEL. ''-., COUNTERTOPS MUST BE MOUNTED 1)ON FACE OF CABW ETS,2)ON SIDE WALL 18"FROM CLEAR FLOOR SPACE,OR 3)ON BACK a� 5. PROTRUDING OBIECTS MAY BE DETECTED BY A PERSON WITH A VISUAL DISABILITY USING A CANE (ICC/AN51307) �'`�� PER SECTION 1004.10 LAUNDRY EQUIPMENT SHALL BE PROVIDED WITH A 30x48"PARALLEL CLEAR FLOOR SPACE CENTERED ON THE WALL BEHIND 34"HIGH CABINETS. FOR EACH LENGTH OF COUNTERTOP(UNINTERRUPTED BY AN APPLIANCE OR SINK)THAT HAS � FJ a APPLIANCE. ACCESSIBLE RECEPTACLES,ONE NON-ACCESSIBLE RECEPTACLE CAN BE ADDED. SEE DETAIL ON A504. � 6. ALL DOORS INTENDED FOR PASSAGE TO HAVE CLEAR OPENING OF 32" PER SECTION 1004.11 ALL BATHROOMS SHALL MEET OPTION A REQUIREMENTS AND AT LEAST ONE BATHROOM SHALL COMPLY WITH 6. SELF DEFROSTING REFRIGERATORS WITH BOTTOM FREEZER. I 7. LOW PILE CARPET(1/2"MAX.PILE)(HUD UM44d STANDARDS) 'e� OPTION B REQUIREMENTS.DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE A +� CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR SWING.CLEAR FLOOR SPACES,FIXTURE CLEARANCES AND TURNING �• REFRIGERATOR/FREEZER-PROVISION SHALL BE MADE FOR REFRIGERATORS WHICH ARE: -"`f CO M M O N AREA ACCESSI B I LITY N OTES. ` SPACES ARE PERMITfED TO OVERLAP.REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND 1. FREEZERS SHALL BE THE SELF-DEFROSTING TYPE. -�-° 4� 2. OF THE VERTICAL SIDE-BY-SIDE REFRIGERATOR/FREEZER TYPE;OR 7 SHOWER SEATS. '� GENERAL: '4� 3. OF THE OVER-AND-UNDER TYPE AND MEET THE FOLLOWING REQUIREMENTS: ,!`� (A)HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE BELOW 54"ABOVE THE FLOOR. � 1. ALL DOORS TO HAVE LEVER TYPE HARDWARE. � KITCHENS SHALL COMPLY WITH SECTION 1004.12.CLEAR FLOOR SPACES OF 30x48"SHALL BE PROVIDED FOR THE SINK,CABINET AND � APPLIANCES. (B)HAVE 100 PERCENT OF THE REFRIGERATOR SPACE AND CONTROLS BELOW 54". D O O R V I E W E R LO CAT I O N S 2. ACCESSIBLE ROUTE CONNECTS ALL SPACES AND ELEMENTS. � � 8. FRONT CONTROL RANGES,SELF-CLEANING OVENS. �""� � '`" , 5 { THIS OUTLINE INCLUDES A PARTIAL SUMMARY OF SPEQFIC ICC/AN51 A117.1 REQUIREMENTS WHICH EFFECT GENERAL DESIGN AND `� �:'_ ,� 3. ALL PUBLIC USE DOORS TO HAVE 80"MINIMUM CLEAR HEADROOM. CONSTRUCTION OF THE BUILDING. THE OWNER,CONTRACTORS AND SUBCONTRACTORS SHOULD THOROUGHLY REVIEW THE ACTUAL AN51 A117.1 DOCUMENT FOR MORE DETAILED INSTALLATION REQUIREMENTS. 9. P R O V I D E"W O R K S P A C E"A R E A O F C O U N T E R T O P T H A T I S 3 0"W I D E M I N.A N D 3 4' M A X.A B O V E F I N I S H F L O O R.P R O V I D E SCALE: 1�2��=1�-O�� REMOVABLE BASE CABINETRY. FINISH FLOOR UNDER WORK SPACE TO EXTEND TO WALL. ,� 4. MAXIMUM THRESHOLD/CHANGE W FLOOR ELEVATION IS 1/2°(SEE HC-6). STOOPS AT HANDICAP ACCESSIBLE ENTRY MAY SLOPE �:, PER 307.2 4"MAXIMUM PROJECTION FOR PROTRUDING OBIECTS GREATER THAN 27' ABOVE FLOOR. PROTRUDING OBIECTS „--�'F AWAY FROM BUILDING AT MAXIMUM OF 1/8"PER 1'-0". �``� HANGING ON THE WALL WITH LEADING EDGES LESS THAN 27°ARE DETECTABLE.EXCEPTION HANDRAILS ARE PERMITTED TO PROTRUDE 4.5" 10. AT WORK SPACE,WALL UPPER CABINETS ABOVE TO BE MOUNTED AT 48"A.F.F.TO THE BOTTOM OF THE UPPER CABW ET. '� 5. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MOUNTED AT 44"MAX.TO TOP ABOVE FINISH FLOOR.WALL OUTLETS �+, 11. DOOR PULLS AND KNOBS TO BE MOUNTED AS CLOSE TO THE BOTTOM OF WALL CABINETS AS POSSIBLE.DOOR PULLS AND KNOBS �� MOUNTED AT 18"TO CENTER LINE ABOVE FINISH FLOOR. �, PER 307.3 POST MOUNTED OBIECTS-OBIECTS ABOVE 27"ON A SINGLE POST MAY OVERHANG 12"-80"MINIMUM HEADROOM. 4"- J TO BE MOUNTED AS CLOSE TO THE TOPS OF THE BASE CABINETS AS POSSIBLE. �,r``� 6. FIRE DOORS SHALL HAVE THE MIN.OPENING FORCE ALLOWED BY CODE BUT NOT TO EXCEED S LBS. �`� PER 308.2 WHERE A FORWARD REACH IS UNOBSTRUCTED,THE HIGH REACH IS 48"MAX AND 15"MIN 18° MAX. f=' � KITCHEN SINK: A' 7. DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR Z �+,� PER 308.2.2 FORWARD REACH OVER AN OBSTRUCTION: 12. SEE DETAILS - I ' TO AN OPEN POSITION OF 12 DEGREES SHALL BE S SECONDS MINIMUM. � � �' A MINIMUM 30"WIDE CLEAR KNEE SPACE AS DEEP AS THE REACH DISTANCE,ADJOINING A 36"WIDE ACCESSIBLE ROUTE,MUST BE �'W, 18�� ��� 13. SINK MOUNTED AT 34"MAX.ABOVE FINISH FLOOR. 30' MIN.CLEAR WIDTH UNDER SINK. PROVIDE REMOVABLE BASE op � AVAILABLE BELOW THE OBSTRUCTION AND A 27"MINIMUM VERTICAL CLEARANCE AT KNEE SPACE IS REQUIRED. 8. DOOR SPRING HINGES SHALL BE ADIUSTED 50 THAT FROM THE OPEN POSITION OF 70 DEGREES,THE DOOR SHALL MOVE TO THE � � �'�y FOR OBSTRUCTIONS EXTENDING FROM 0 TO 20"INCHES FROM THE WALLTHE MAXIMUM HEIGHT FOR A CONTROL OR OUTLET OVER CABINETRY PER DETAIL SIM.T0 7 ON A504. FINISH FLOOR TO EXTEND UNDER SINK TO WALL. �£ I THE OBSTRUCTION IS 48 INCHES ABOVE THE FLOOR. � CLOSED POSITION IN 1.5 SECONDS MINIMUM. �� Q � �^ DEEPER SHELVES,EXTENDING 20-25 INCHES FROM THE WALL,REDUCE THE MAXIMUM MOUNTING HEIGHT OF CONTROLS AND 14. COUNTER AND SUPPORTING STRUCTURE TO BE 2"THICK MAX. �;� 9. BRAILLE LETTERING,COMPLYING WITH ICC/ANSI:703.5,SHALL BE USED IN CONIUNCTION WITH VISUAL SIGNAGE OUTSIDE ELEVATOR Z � � � OUTLETS TO 44 INCHES. DOORS AND AT DOORS TO EXIT STAIRWAYS. EACH DOOR TO AN EGRESS STAIR WAY AND EXIT DISCHARGE SHALL HAVE A TACTILE SIGN 15. KITCHEN SINK WITH OFFSET DRAIN. � � INCLUDING RAISED LETTERS AND BRAILLE STATING'EXIT.' STAIR LEVEL IDENTIFICATION W/TACTILE CHARACTERS PROVIDED AT EACH � � ; PER 3083.151DE REACH WHEN THERE IS NO OBSTRUCTION AND A PARALLEL APPROACH,IS 48"MAX.AND 15"MIN FLOOR LANDING. EXIT DOOR DISCHARGING TO OUTSIDE OF LEVEL OF DISCHARGE HAS TACTILE SIGN STATING 'EXIT.' M M m 18° 18° t� 16. SINKTO HAVE 61/2"MAX.BOWL DEPTH. PER 3083.2 SIDE REACH OVER AN OBSTRUCTION 34°HIGH OR LESS WITH A MAX DEPTH OF 24"WHEN THERE IS A PARALLEL 10. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE DISPLAYED AT ACCESSIBLE ENTRANCES,ACCESSIBLE COMMON � 17. 30"WIDE CLEAR FLOOR SPACE TO EXTEND 19"MIN.UNDER SINK. -'' � 6�� 12�� 24� 6�� 12�� � 24° ; '� ,) 18. 50%OF SHELF SPACE IN CABINETS HAS CLEAR FLOOR SPACE IN FRONT AND IS WITHIN REACH RANGES PER ICC/ANSI:905. "�, BATHROOMS,AND ACCESSIBLE PARKING SPACES. THE SIZE,STYLE,LOCATION,AND HEIGHT OF THE SYMBOL SHALL COMPLY WITH � * APPROACH,IS 46"MAX. IF THE REACH IS 10' OR LESS THE MAX HEIGHT IS 48" MIN. MIN. I PER TABLE 403.5 IF THE ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 36' (BUT MUST BE AT LEAST 32' BY A WALL HUNG OBIECT, ,� ICC/ANSI:703. CONTROL WALL BACK WALL � � THEN THE WIDTH OF THE OBJECT MAY BE NO WIDER THAN 24"AND MUST BE SEPARATED BY AT LEAST 48°LENGTH FROM OTHER POINTS �}'� � � � � � 11. DIRECTIONAL SIGNAGE(INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY)INDICATING THE ROUTE TO THE NEAREST LIKE (; LESSTHAN 36"WIDE BATHROOMS: `� � � � + f �` � 19. LAVATORY CLEARANCES SHALL BE AS SHOWN IN DETAILS ON A504. ACCESSIBLE ELEMENT WITHIN THE BUILDING SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES AND INACCESSIBLE EXITS. 18 I AN51 CHAPTER 5-ACCESSIBLE PARKING AND SITE ELEMENTS MUST COMPLY WITH ANSI CHAPTER 5 � I, Z z J Z �'� � 12. STAIR HANDRAILS TO BE MOUNTED AT 34"ABOVE FINISH FLOOR. STAIR TREADS TO HAVE BEVELED NOSINGS I x x '"�. ACCESSIBLE PARKING SPACES MUST BE 96"WIDE WITH 60°ADIACENT AISLE WITH MAXIMUM SLOPE OF 1:48. PROVIDE VAN SPACES AS Z0. LAVATORIES TO HAVE 6 1/2"DEEP BOWL MAXIMUM. � � � Q � � Q � -SEE BUILDING DETAILS �"� REQUIRED. NOTE: � � � oo � _ � op � 21. 30"MINIMUM CLEAR OPEN KNEE SPACE BELOW LAVS WITH NO BASE CABINETRY. � � p � - m � - m � 13. PROVIDE HANDRIALS ON BOTH SIDES OF ALL STAIRS. GRAB BAR INSTALLATION TO BE MANDATORY AT TYPE � m ^� m ALL ROOMS SHALL HAVE 60"WHEEL CHAIR TURNING SPACE COMPLYING WITH SECTION 304. .,� !� A ACCESSIBLE UNITS AND AN UPGRADABLE OPTION � � II I� � � 0 22. BATHROOM SINK WITH OFFSET DRAIN. � � FOR OTHER DWELLING UNITS. BLOCKING PER U Q O ACCESSIBLE ENTRANCE WITH SLOPED WALK LESS THAN 5/OR PROVIDE ACCESSIBLE RAMP PER SECTION 405 WITH A LANDING AREA WITH � 14. STAIR HANDRAIL GRIPPING SURFACE CROSS SECTION TO COMPLY WITH ANSI 505.6&505.7. CIRCULAR CROSS SECTION SHALL � � � w ?j � 23. PERMANENT NON-SKID SURFACE IN TUBS&SHOWERS. HAVE AN OUTSIDE DIAMETER OF 11/4"MIN.AND 2"MAX. NONQRCULAR CRO55 SECTION SHALL HAVE A PERIMETER DIMENSION ■^ BLOCKING DETAIL TO BE INSTALLED AT ALL � *12' MIN.ALLOWED WHERE RECESSED FIXTURE IS ADDITIONAL GRAB BAR REINFORCEMENT AT 4�/ATER SLOPE LESSTHAN 1:48-THRESHOLD MAXIMUM OF%z"WITH CLEARANCES PER SECTION 404 � , � vr ** OF 4' MIN.AND 6 1/4"MAX.,AND A CROSS SECTION DIMENSION OF 2 1/4"MAX. � J DWELLING UNITS. z o 24. ALL BATH TUBS TO HAVE REMOVABLE SEAT&HAND-HELD SHOWER SPRAY UNIT ON MIN.60"LONG HOSE. /� �� W ADJACENT TO WATER CLOSET OR LIMITED WALL SPACE CLOSETS THAT DO NOT HAVE A FULL SIDE WALL(�Y' MIN.) 1. HANDRAILS ARE NOT REQUIRED ON WALKS WITH SLOPES BETWEEN 0%AND 5%,BUT ARE REQUIRED ON THOSE WITH A LEVEL ' 2. AN ACCESSIBLE ROUTE IS A PATH AT LEAST 36 INCHES WIDE,SMOOTH,AS LEVEL AS POSSIBLE,AND WITHOUT HAZARDS OR Z5. SHOWER THRESHOLD IS 1/2"MAX.AND COMPLIES UNDER"ACCESSIBLE ROUTE"GUIDELINES. � 15. HORIZONTAL WALL-MOUNTED MAILBOXES SHALL COMPLY WITH USPS STD-4C. �r °'> � - DOES NOT PERMIT 24�� MIN.DIM.(TYPE B UNITS ONLY) CHANGE MORE THAN 6"AND STEEPER THAN 5%AND UP TO 833%(1:12). ``>.� • MIN.COMPARTMENT SIZE OF 12"W x 15"D x 3"H O � PLAN ��--e OBSTRUCTIONS. � • 1 PARCEL LOCKER FOR EACH 10 CUSTOMER COMPARTMENTS a � � O SEE DETAIL BELOW FOR GRAB BAR INFORMATION °` • ATLEASTONECUSTOMERCOMPARTMENTPOSITIONED48"MAX.A.F.F. � D W E LLI N G U N IT 'r 3. MUST MAWTAIN A 36 INCH-WIDE ACCESSIBLE ROUTE AROUND ANY OBSTACLE.AN ACCESSIBLE ROUTE MUST BE PROVIDED Z6. ALL SHOWER COMPARTMENTS TO HAVE ATTACHED OR INTEGRAL SEAT&HAND-HELD SHOWER SPRAY UNIT ON MIN.60"LONG HOSE. � • NO PARCEL LOCKER POSITIONED LESS THAN 15"A.F.F. /�� INTO ANDTHROUGHOUTTHE PROJECT. � �/ • NO PATRON LOCK POSITIONED ABOVE 67"A.F.F.OR SHELF LESS THAN 28"A.F.F. �/� 5 H O W E R G RA B BA R E L EVAT I O N S "��y� 4. THE MAXIMUM VERTICAL FLOOR LEVEL CHANGE IS'/a",EXCEPT WHEN A TAPERED THRESHOLD IS USED,THE MAXIMUM HEIGHT :� • USPS ARROW LOCK LOCATED BETWEEN 36"AND 48"A.F.F. �hI � MAY BE%". 27. ANY SHOWER ENCLOSURE DOES NOT OBSTRUCT SHOWER CONTROLS OR TRANSFER FROM WHEELCHAIR. �; 5. AT EXTERIOR DOORS,THE MAXIMUM CHANGE IN LEVEL FROM INSIDE TO OUTSIDE WALKING SURFACES IS%x"FOR IMPERVIOUS i � •/� 4 �F 28. TOILET SEAT HEIGHTTO BE 17"-19"ABOVE FINISH FLOOR. � 16 BUILDING WATER SUPPLY CONNECTED TO ANTI-SCALD TEMPERATURE CONTROLS W � �V 12° � 42�� MIN. ' MATERIALS AND 0' FOR PERVIOUS MATERIALS. THE EXTERIOR SURFACE MAY BE SLOPED AT A MAXIMUM OF 1/8°:12". THE `� 5 O � 'e MAXIMUM DOOR THRESHOLD IS%' SO SPECIAL ACCESSIBLE DOOR THRESHOLD WILL NEED TO BE PROVIDED. , AREA OF REFUGE REQUIREMENT: �'"���'�'�°"�-"v-'"r�``�`�''�`''-���'"`v 't.-.., SCALE: 3�8��=1�-O� 29. WATER CLOSETS SHALL HAVE THE FOLLOWING CLEARANCES:1'-6' FROM CENTER LINE OF FIXTURE TO THE BATHTUB OR s � �o_, BATHROOMS MUST BE PROVIDED GRAB BARS PER SECTION 604.5,607.4 AND 610 AS OUTLINED BELOW.REINFORCING TO BE SHOWER UNIT OR WALL AND 1'-6"MIN.FROM THE CENTER LINE OF THE FIXTURE TO THE ADJOINING VANITY. , 17. 30"x 48"CLEAR FLOOR SPACE-NOTREQUIRED DUE TO SPRINKLERED BALCONY.� O y� 4�� � � e"�� PROVIDED AT WALLS AS REQUIRED FOR GRAB BARS � \ � � �� ����� � O L J ��l 30. INSTALL GRAB BARS AT WATER CLOSETS,SHOWERS,AND TUBS PER HG2,HC-3,HC-4. ��'` NOTES: Q � ' ACCESSIBILITY RESTROOM REQUIREMENTS @ SITE MANAGEMENT OFFICE f 18. MEANS OF EGRESS LIGHTING: MEANS OF EGRESS SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING IN ACCORDANCE WITH THE � _ ' ' ' 31. MEDICINE CABINET AND MIRROR TO BE ACCESSIBLE: BOTTOM OF MIRROR AT NO MORE THAN 40"AFF,MEDICINE CABINET AT �'�, REQUIREMENTS OF IBC 1006. - � � z � 12° 24° 24�� X Z ti 40"TO LOWEST SHELF OF CABINET. � - � I Q � \ LAVATORIES,SHALL COMPLY WITH SECTION 606 PROVIDE KNEE CLEARANCE,MAX OF 6.5"DEPTH AT SINK WITH FAUCET PER SECTION 309. � 19. EXIT SIGNS: MEANS OF EGRE55 SHALL BE PROVIDED WITH EXIT SIGNS IN ACCORDANCE WITH THE REQUIREMENTS OF IBC 1011. � � MAX� MIN � MAX � oo `'�.,* MAX RIM OF SINK AND COUNTER HEIGHT IS 34° � � O m � N m �, 32. FLUSH CONTROLS TO BE ON OPEN SIDE OF WATER CLOSET. f � M `j MIRRORS BOTTOM OF MIRROR AT 40"MAX �-'� � � � � � � � �, LAUNDRY: �� � N OFFSET I 2' 24�� MIN. � � 33. PROVIDE FRONT LOADING WASHERS AND DRYERS WITH FRONT MOUNTED CONTROLS. BOTTOM OF OPENING TO LAUNDRY��� � �...__, WATER CLOSET,SEE DIAGRAMS FOR CLEARANCES,GRAB BARS ARE REQUIRED. TOILET MUST BE LOCATED MIN 16' OFF WALL AND A MAX CONTROL AREA - - - -� f COMPARTMENTTO BE 15"MIN.AND 34"MAX.ABOVE FINISH FLOOR,ADD PERMANENT BASE TO RAISE APPLIANCES IF ' � OF 18"OF WALL. A 48"WIDE SPACE MUST BE PROVIDED AT BACK WALL OF TOILET MEASURED 18"OFF 18�� MAX I _ � �� NECESSARY. )� � m � M LOCATION OF GRAB BAR REINFORCEMENTS (BLOCKING) FOR ADAPTABLE WATER CLOSETS n ,__�"� .%°} ��-�'���-�,�.�'� _�`�� ``.._ -" �� � 6�� MAX.-. 6- _J O CONTROL WALL BACK WALL � � � 6" MAX. 6" MAX. NOTE: 24" MIN. � 48" MIN. 6" MAX. I� z � GRAB BAR INSTALLATION TO BE MANDATORY AT R 12" 24" 24" �� � '�` - '� 6" 24' MIN. � = TYPICAL MOUNTING HEIGHTS (A.F.F) TYPE A ACCESSIBLE UNITS AND AN UPGRADABLE MAX. MIN. MAX. � i • OPTION FOR OTHER DWELLING UNITS. BLOCKING I I - r - � ; - - - - - , - � - - � � =�- DEVICE UNIVERSAL DESIGN ACCESSIBLE Pro�ect No. 14LION-00-01 PER GRAB BAR DETAIL TO BE INSTALLED AT ALL _ _ - - � I ¢ i - - � APT.NUMBER(DOOR) 54"TO CENTERLINE 54"TO CENTERLINE G E N E RAL U N IT ACCESSI BLITY NOTES. � BATHROOM MIRROR 40"TO BOTTOM 40"TO BOITOM Plot Date. 1/21/20151:53:05 PM DWELLING UNITS. �� - � _ � O I z X � z X Z CURTAIN ROD(SHOWER) 76 1/2"TO CENTERLINE 76 1/2"TO CENTERLINE � � Q � � � � Q � CURTAIN ROD(TUB) 81"TO CENTERLINE 81"TO CENTERLINE �ENERA�: Drawn by: crd z � � 1. ALL DOORS TO HAVE LEVER TYPE HARDWARE. N g i °�,,,° - °�,,,° o - °r„° DOOR PEEP HOLE 60"TO CENTER 42"TO CENTER � � m m ELECTRICAL OUTLETS 18��TO CENTER 18��TO CENTER 2. ACCESSIBLE ROUTE CONNECTS ALLSPACES AND ELEMENTS Issue Date: 2014.03.14 � -- � _ _ ELECTRICAL OUTLETS @ COUNTER 18"-21"TO CENTER 18"-21"TO CENTER I N Z HEAD SIDE FOOT ELECTRICAL PANELS 48��TO TOP BREAKER 48��TO TOP BREAKER 3. 1/2"MAX.THRESHOLD,EXCEPT AT SLIDING PATIO/DECK DOORS WHERE 3/4"THRESHOLD IS ALLOWED(SEE HC-7,HC-8,HC-10,HC-11, � FIRE ALARM/EMER.CALL 42"TO PULL 42"TO PULL HC-12,HC-13) Date Issue Description ^'REMOVABLE SEAT, � g 17"-19"ABOVE FLOOR� � - FIRE EXTINGUISHER 48"TO TOP 48"TO TOP 2014.04.10 REVISION 1 DWELLING UNIT LOCATIONOFGRABBARREINFORCEMENTS (BLOCKING) FORADAPTABLEBATHTUBS 4. SPRINGHINGECLOSERSTOBEADJUSTEDSOTHATFROMTHE70DEGREEOPENPOSITION,THEDOORTAKESAMIN.OFI.SSECONDS FURNACE FILTER GRILLES 24"TO THUMBSCREW 24"TO THUMBSCREW To C�oSE. 2015 01.20 BULLETIN 5 HUMIDISTAT 80"TO CENTER 80"TO CENTER BATHTUB GRAB BAR ELEVATIONS INTERCOMPANELSINUNITS 48��TOTOP 48��TOTOP 5. LIGHTSWITCHESANDENVIRONMENTALCONTROLSMOUNTEDAT44"MAXTOTOPAFF. WALLOUTLETSMOUNTEDATI8"TO KIT.DISPOSAL/FAN SWITCHES 44"-46��OVER COUNTER 44"-46��OVER COUNTER CENTER LINE ABOVE FINISH FLOOR. CIRCUIT BREAKERS MOUNTED AT 48"MAX.AFF. SWITCHES,CONTROLS,AND OUTLETS TO HAVE 3 6�� MIN. PAPER TOWEL DISPENSER 36��-40��TO BOTfOM 36��-40��TO BOTTOM CLEAR FLOOR SPACE.OUTLETS FOR RANGE,REFRIGERATOR,AND HVAC UNITS ARE EXEMPT FROM THIS REQUIREMENT. i ROBE HOOKS 66��TO TOP 48°TO TOP 6. PROVISION FOR VISUAL ALARM TO BE CONNECTED TO BUILDING ALARM SYSTEM IN EACH UNIT AND EACH SLEEPING AREA OF UNIT. $CALE: 3�8��=1�-O�� z SHOWER HEAD 82°TO CENTERLINE 82'�TO CENTERLINE AUDIBLE AND VISUALALARMSTO COMPLY WITH UNIFORM FEDERALACCESSIBILITY STANDARDS,SECTION 4.28 I j � TELEPHONE JACKS 49"TO CENTER 49"TO CENTER NOTE: � o TELEPHONE JACKS @ COUNTER 18"-21"TO CENTER 18"-21"TO CENTER 7• LOW PILE CARPET(1/2"MAX.PILE)(HUD UM44d STANDARDS) GRAB BAR INSTALLATION TO BE MANDATORY AT TYPE'A'ACCESSIBLE UNITS AND WHEDA UNITS. ALL UNITS TO z --- z ---------- --L • THERMOSTATS 48"TO TOP 48"TO TOP Z 8. BUILDING WATER SUPPLY CONNECTED TO ANTI-SCALD TEMPERATURE CONTROLS HAVE 42"GRAB BAR @ TOILET SIDE WALL AND 18"VERTICAL @ TUB/SHOWER. BLOCKING PER GRAB BAR � � _ _ � TOILET PAPER HOLDER 24"TO CENTERLINE 24"TO CENTERLINE - - - - - - - - - - - - - - - - - - - BLOCKING DETAIL TO BE INSTALLED AT ALL DWELLING UNITS. 1O �O � TOWEL BARS, BEHIND TOILET 54"TO CENTERLINE 48"TO CENTERLINE BATHROOMS: TOWEL BARS,SIDE WALL 48��TO CENTERLINE 48��TO CENTERLINE 9. ALL BATHROOMS SHALL HAVE 42"GRAB BAR INSTALLED ATTOILET SIDE WALL AND A VERTICAL 18"GRAB BAR AT ALLTUBS& a a Q SHOWERS(U.N.O.). REFER TO FLOOR PLANS FOR LOCATIONS&DETAILS HC-2&HC-4 FOR GRAB BAR LOCATIONS.REINFORCING � � � SHALL BE IN LOCATIONS SHOWN IN DIAGRAMS PER DETAIL HC-l. 36" MIN. (24" - - - ALLOWED WHERE WHERE TOILETS DO NOT HAVE� m � m m 10. VANITIES AND LAVATORIES SHALL HAVE A MINIMUM OF 24"FROM THE CENTER LINE OF THE FIXTURE TO THE ADJOINING WALL. ADJACENT FULL SIDE WALLS(56" MIN.), �� RECESSED FIXTURE REINFORCING BEHIND TOILET 11. WATER CLOSETS SHALL HAVE THE FOLLOWING CLEARANCES:1'-6"FROM CENTER LINE OF FIXTURE TO THE BATHTUB OR SHOWER OR LIMITED WALL MUST BE ENLARGED TO SIDE BACK SIDE UNIT OR WALL AND 1'-3"MIN.FROM THE CENTER LINE OF FIXTURE TO THE AD101NING VANITY. SPACE DOES NOT SUPPORT A FOLDING GRAB BAR � �� 12. OFFSET TUB&SHOWER CONTROLS REQUIRED. CENTERLINE OF CONTROLS TO BE LOCATED 9"FROM APRON OF TUB OR SHOWER OR , ALLOW 36" DIM.) � � (SEE GRAB BAR BLOCKING 1� �\ SHOWER SEAT REINFORCEMENT REQUIRED 6 � ' � 5 3/4° DETAIL) 42�� MIN. 12�� ADJOINING HEADWALL(WHICHEVER IS FURTHER.)U.N.O. �\ \\ LOCATION OF GRAB BAR REINFORCEMENTS (BLOCKING) FOR ADAPTABLE SHOWERS 13. ALL PLUMBING CONTROLSTO HAVE SINGLE LEVERTYPE HARDWARE. I � GRAB BAR `� KITCHEN: - - - � � - - -/ - 14. ALL PLUMBING CONTROLS TO HAVE SINGLE LEVER TYPE HARDWARE. 1� FLUSH � MOUNTING PLATE-`, GRAB BAR-� 2 1�Z��_3��_ 15. 48"WIDE CLEAR FLOOR SPACE FOR REQUIRED AT EACH RANGE,REFRIGERATOR,AND SINK(SEE 1/4"PLANS) Sheet Titl e ;.,� ��- CONTROLS ON � ��r N \ � N � I OPEN SIDE OF � \ I \ I I � 16. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCTTHE CLEAR FLOOR SPACE FOR THE DISHWASHER OR THE SINK. M N � � WATERCLOSET N ,�. m �5 �' ACCESSIBILITY NOTES & I 17. SLIDE-IN RANGE W/ANTI-TIP HARDWARE � � ADD APPROXIMATELY 2" �ADD APPROXIMATELY 2" �A�NORY: D ETAI LS I TO EACH SIDE OF CENTER TO EACH SIDE OF CENTER 18. WASHERS AND DRYERS TO HAVE FLEXIBLE HOSE AND VENT(METAL)CONNECTIONS ALLOWING UNITS TO SLIDE FORWARD TO BE � 1� TO CENTER DIMENSION VARIES-24�� MIN. TO CENTER DIMENSION FLUSH WITH OUTSIDE FACE OF LAUNDRY CLOSET WHERE APPLICABLE. FRONT FRONT ALTERNATE SIDE I I 19. 48"WIDE CLEAR FLOOR SPACE CENTERED AT EACH WASHER AND DRYER(SEE 1/4"PLANS) � GRAB BAR DETAIL � DWELLING UNIT sneet No. TOILET GRAB BAR ELEVATIONS GRAB BAR BLOCKING A503 2 1 SCALE: 3/8"=1'-0" SCALE: 1"=1'-0" MIRROR � �� ! SINGLE LEVER TYPE FAUCET DROP-IN MOUNTED SINK,BOWL NoTE: REAL ESTATE �DEPTH 6 1/2" MAX.OFFSET TOE KICK AT CABINETS SHALL MATCH CABINET FACE FINISH. DEVELOPM ENT oc FURNISHED BY CABINET SUPPLIER, INSTALLED BY FINISH CARPENTER i � � MANAGEMENT I I � I T � w I I � � w I I I 12„ * I I 12" *� � � o I 2 4 I I * o � I �; �' zz�� I �' � � ��� I � � 2 0 0 N. M A I N S T R E E T � � PLASTIC LAMINATE TOP W/1" I I I ��� I I = I I I = � � � OREGON, WI 53575 � 8" MIN. RADIUS CORNERS @ 1"OVERHANG I I � � X � Q AND 3" RADIUS AT ALL OTHERS ��'�I ¢ � � I g o 40" MAX i I 18" I I_ 36� I. I 24� I "' z � �`�) �X �' f� � O � KNEE � � m � . I I � (ALT 42') I "� "� - � U 1"OVERHANG � � ° � I � I I I � � �f— \ �n SPACE N 3 SIDES � � � I ACCESSIBILITY CABINETRY n- I I I I I I > �, z ITOE I � I WITH REMOVEABLE FRONTS ~ I � I I I � � � � �SPACE I \� I TYP.,REMOVEABLE 8" KICKS, 11 1/4" _ _ J _ � J *W/LATCH&CLOSER TYP. LL, - m � � I 6�� � ELECTRICAL OUTLET — � � FRONT APPROACHES HINGE SIDE APPROACHES LATCH SIDE APPROACHES HOT WATER AND DRAIN PIPES SHALL � MAX. BE PROTECTED AGAINST CONTACT WALL TYPE PER PLAN Q / I 17"-25" a r � MIN. MAX. ACCESSIBLE LAV. SECTION ACCESSIBLE ISLAND SECTION DOOR CLEARANCE DETAIL ������►�-�l��� 12 8 4 SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/4"=1'-0" SINK TO HAVE SINGLE LEVER �HOT WATER AND DRAIN PIPES SHALL FAUCET,AND OFFSET DRAIN � BE PROTECTED AGAINST CONTACT � � z I I � i � i � N I I �CUT AWAY BACK& FRAME AND I � REINFORCE WITH � � GUSSETS z � I I � �� I � � DOOR SLAB � CLEAR FLOOR SPACE � � /,���� I � � I I � ,/i,�� OPENING EDGE g � 30" MIN. � �%�� �I�I 1:2 SLOPE MAX� � �FINISH FLOORING W .� �, � � I I (� � � � STAINED CONCRETE � � ,� � � IN UNIT I I II ' ' _ 4- - . '- . . . - a a � - ' � II . � 4 � . ' _ .� . � ' � ' � � I I / � � � . � �,c� � �� � _a �aa a �a - - °� .,m � � 4 tr � � _ � I I /� / � \ \ . - , ., Q4�4 a d.. 9 . - _ . _,_ 4 n ° e � � a � I � � � ' � _ . ' tr � . 5 a _ � - ' ' � � �d" � d_ � � � � /� / � . - ' ° � .-. a � a a q " a ,a ' _ d �4. � / -a_d' " - _ ' -a4�.'-. REMOVABLE FRONT CABINETS ALLOWED AT BATHROOM LAV.SHOWING \ � II� �/ / d`�" a ° � " � ° � ' " p � CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT FRONT SINK \ � /� � � � � APPROACH SINKS-"TYPE A" UNITS=UNIT#XXX � �� � O � CARRY FLOOR AND WALL FINISHES � �/ UNDER AND BEHIND REMOVABLE REMOVABLE W li O CABINET AREA BASE CABINET � A, V W ACCESSIBLE SINK CLEARANCE REMOVABLE BASE CABINET THRESHOLD AT UNIT ENTRY c� � 11 7 3 W � � SCALE: 3/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 3"=1'-0" O O � � �� � � � O • � Z � � � O � ' N ~ � � � 8" MAX. � Z � SINK W/OFFSET OPENING EDGE O � /— Q � Q — DRAIN � X �---SLOPE 1/8" � � 1:2 SLOPE MAX � � � DISPOSAL PER 1'0"AWAY � �� � ��INTERIOR FLOOR X 1" MIN. Q \ � LEVEL � � �� 8" MIN. � a � �" a � a" "-�� °� °_ �a� ` � SLAB ON GRADE ,-�i �' PrO�EECt NO. 14LION-00-01 0 � a a, ° - � � a- _ a 1/8"PER FOOT MAXIMUM SLOPE ¢ I � a � � KNEE 'REMOVABLE �� y �m � � °��� � � � ��_� ° � ° a° � � � � �� a�_ - P�Ot �a�e: 1/23/201510:36:19 AM a I SPACE z FRONT BASE - � ° , a �, o a . a, a , a� °^ � � CABINET � � . ° �� � � a � ; �-° a � � �� � ��� DraW11 IJ�/: CrG��C.�l�l"lk n a a �a N I. a °" a a o � � a . _ J �- P - a ° �-�� � -� EXTEND FINISHED � i a� ° - ° ° � � ° � " � m � °° � ° , 2014.03.14 Issue Date• z I TOE � FLOOR UNDER SINK - � "a 4�. -_ � � � I sPacE � ' ro wa�� � � ° °_ � � Date Issue Description � � � 17" MIN. � 2015 01.20 BUL E�T�IN 5 SWINGING 2ND DOOR TYPICAL SWING DOOR THRESHOLD KITCHEN SINK CLEARANCES � IMPERVIOUS PATIO ALONG ACCESSIBLE ROUTE 10 6 2 SCALE: 3/4"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" ,_ SWITCHES FOR GARBAGE -SINK COUNTERTOP � �°, �` r'`A ,�' "`�'' "„`' �"�`" �`` DISPOSAL,AND PENDANT � LOWERED TO 34"A.F.F. `� �� �d� ��� ��� �"� �'° VARIES-SEE PLANS LIGHTS �r� f�" `� CO TERTOP; SINK COU ERTOP —� FOR EACH LENGTH OF 36" HIGH - I I � ADDITIONAL RECOMMENDED - — — — — — — - CONTINUOUS FILLER PIECE(1:2 OR LESS) COUTERTOP(UNINTERUPTED BY AN j I i 5 AT INACTIVE LEAF TRACK TO ELIMINATE � APPLIANCE OR SINK),ONE NON- �._. � q q � BEVEL VERTICAL RISE WITH APPROAPRIATE ABRUPT CHANGE IN ELEVATION �° ACCESSIBLE OUTLET MAY BE i Q—I -/� I c, o I Q � I � a " MATERIAL BASED ON EXISTING SUBSTRATE PROVIDED IF AT LEAST ONE � . I � '�� ACCESSIBLE OUTLET IS PROVIDED _� I� I STANDARD GLASS DOOR TRACK �,? . /"'` ; �", � ,-' —BEVEL FILLER AT MAXIMUM �' SWITCHES FOR RAN6E LIGHT ` � I ,� AND RANGE EXHAUST FAN � � � '�' PRE-FORMED METAL FLASHING SLOPE OF 1:2 REQUIRED `�; AA A � � , ` TO LAP UNDER THRESHOLD X �°� 12" PLASTIC COATED WIRE SHELVING W/FREE o000 48"WIDE CLEAR FLOOR ;� � .� SPACE CENTERED ON SLIDE HANGING BAR IN BEDROOM CLOSETTYPICAL Q Q O O ACCESSIBLE SWITCHES AND '' �` 1/2" MAX.GAP FOR DRAINAGE � INTERIOR FINISHED�`',� OO Q Z � � � � - � RECEPTACLES,TYP. �� � FLOOR LEVEL d Q 1:2 MAX.SLOPE��� � ,� � � �``�a°� 5/4"TREX DECKING WITH 1/4° � � � � ? GAPS BETWEEN BOARDS } }, > , , `' � � � 1 Q C.TOP APPLIANCE IC.TOP APPLIANCE � � 00 � TOP OF DECKING �' � Sheet Title ELECTRICALSYMBOL KEY MOUNTING HEIGHT � I tQUALS 4"BELOW `� � THRESHOLD SET ON SUBFLOORING. � , TOP OF FINISHED D TAIOWOO ARCHI E�T PR�oR To �� ACCESSI 61 LITY D ETAI LS t � � ELECTRICAL OUTLETS �',, . FLOOR � 0o A '-`�-r FRAMING DECK a � -ABOVE COUNTERTOP(SIDES)................BOTTOM FLUSH W/TOP OF BACKSPLASH i • "A"INDICATES `, � LEDGER FLASHING-CONTINUE ' -BELOW COUNTERTOP............................TOP FLUSH W/BOTTOM OF COUNTERTOP �---'�' �°'� ELEC.ELEMENTS �\� ` � UNDER DOOR FRAME ��, REFER TO MANUFACTUER'S INSTRUCTIONS FOR FASTENING ATACCESSIBLE i � ELECTRICAL SWITCHES �,, � � � � MATERIALS,SPACING AND DEVICES FOR INSTALLATION A -ABOVE COUNTERTOP(SIDES)................BOTTOM FLUSH W/TOP OF BACKSPLASH �- ��. SHEATHING FLASHING-CONTINUE � LOCATIONS -BELOW COUNTERTOP............................TOP FLUSH W/BOTTOM OF COUNTERTOP 1�� UNDER WOOD SILL ��f Wj", *��° ` SMALL CHANGES IN ELEVATION Sheet No. � ALLOWABLE /REQ'D RECEPTACLE& SWITCH �'� . �E°�ERB°AR° '��`.—�3�` q r - �__ ,�� . �� �y_<,s.�'�.,� "4, "'`s_ ��>'� 6-.. T�. r ' ' .�_�W `j�� ACCESSIBLE UNIT CLOSET SHELVING LOCATIONS WITHIN TYPE 'A' UNITS SWINGING 2ND DOOR � WOOD DECK ALONG THE ACCESSIBLE ROUTE DETAIL A504 13 9 5 1 SCALE: 1/2"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" DOOR SCHEDULE - COMMON AREAS BLDG 1 DOOR SCHEDULE - COMMON AREAS BLDG 2 DOOR SCHEDULE - COMMON AREAS BLDG3 DOOR SCHEDULE - COMMON AREAS BLDG4 � �� DOOR FRAME DOOR FRAME DOOR FRAME DOOR FRAME ` EL FIRE EL FIRE EL FIRE EL FIRE MARK W H T ELTYPE MATL FINISH GLAZING MATL TYPE FINISH RATING Comments MARK W H T ELTYPE MATL FINISH GLAZING MATL TYPE FINISH RATING Comments MARK W H T ELTYPE MATL FINISH GLAZING MATL TYPE FINISH RATING Comments MARK W H T ELTYPE MATL FINISH GLAZING MATL TYPE FINISH RATING Comments ,� ,-- . -, . , , - - 1 , ...�.: ,-� _ -,_ -. ,.,, _s :-,._f 3 - - - 4 - -- t - -_, , , , . 2 _: _ ,_,..._ . . �. .- . ..�-�...:,,. _ ._ _ ._ . . ....,.,: :., � . - ., r._ _ � _ .- _ . . . b , . . . �_, . � ... ,,, , �,- _,..,.�.,.. -.. ._ .:... ._... ..._ ...�.., �._, ,., , . , ,� , � , : ,-,�> �,-.�w-� r _. ,,... ... . ... ... ✓"�� `r r,-., 1.,.,�.,..--,, .r, �,,... -.�.a �.. . ,..-� , .F�n� "��-;„,_. .....-,w, . 'a--�. ,,.,-,�--.v . �-'_+ � -,. -,,-. 4 � , , . , .y 4 rr �_ ,� � ,_'�, ,� - � 4 --v - REAL ESTATE � o . . �.�� �. �� � 4 1009A '-0" '- " 3 " ,.p._ r, T,•� --,�,-,r.,,,., p„-,,e -�PR6f�,1�.,R,�J.�SET 21g01� 3'-0" 7'-0" 1 3/4", 1 SC WD S&SC MTL 1 PT 60 MW UNIT ENTRY 3107 3 0 7 0 1 3/4 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY ; 4109 3'-0 7-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY 110 A 3'-0" 7'-0" 13/4" 1 SCWD S&SC MTL 1 PT 60MIN UNITENTRY ' 21016 3'-0" 8'-0" 13/4" FB -- T P B 2 - ATI D O 31078 3'-0" 8'-0" 13/4" FB -- T P B 2 -- ATI D Of( 4109B 3'-0" 8'-0" 13/4" FB -- T P FB 2 -- ATI D 0 J DEVELOPMENT O[ 1i01C 3'-0" 8'-0" 1 3 " 2 F�� -- L B T� ER 4 210ZA� ,3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MW � UN�IT ENTRY ER 310 C 3'-0" 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY ER 4 1 3'-0" 7'-0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY���`ER 4� __ , „ , „ „ 4 4 MANAGEMENT 4 �- �. °=° 10 A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 21026 3'-0" 8'-0" 1 3/4" FB -- T P FB 2 -- �C'�AlI DOO 31086 3'-0" 8'-0" 1 3/4" 2 FB -- T P FB 2 -- ATI �DOO 4110B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 11026 3'-0" 8'-0" 13/4" 2 F -- 5 L MP FB 2 -- AT 00 4 10 C '- " '-0" " - ER 4 ' " '- " " ER 110C '-0" '-0" " -- ER 1102C '-0" 7'-0" 3 " I F -- KER 2 03 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY � 3 0 3'-0" 7'-0" 1 /4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY y 4 411 3'-0" 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY ZOO N. MAI N STREET 4 1103A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 21036 3'-0" 8'-0" 1 3/4" FB -- T P FB 2 -- ATI DOO � 3109B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 4111B 3'-0" 8'-0" 1 3/4" FB -- T P B 2 -- ATI D 0 11036 -0 8'-0' 3 " F -- B -- 4 �.210�C 3 0' '0" " -- ER 4 ' " '- " " ER 4 1 C '- ' '0" " - .18�,1�„ER OREGON, WI 53575 1103C 3'-0' 7'-0" 1 3/4" 5 I U F -- D 2 TO CKER 2104A 3 0 7',0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY ; 3 1 3'-0" 7'-0" 1 /4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 1 3'-0' 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY � 4 ,,� sa p 1104A 3'-0' 7'0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY ;' 21046 3 0' 8'-0" 1 3/4" FB -- T 1�1P B 2 -- ATI D�O�� 3110B 3'-0" 8'-0" 1 3/4" 2 FB -- I'f�SULTEMP � FB 2 -- PATIO DOOR 4112B 3'-0' 8-0" 1 3/4" 2 FB -- I SULT MP FB 2 -- ATI DOOR ;�c;:'I 11046 - '-0' 3 $�' ""�'' � '° Ft�` � --`� �'""'r'� ' '''� ""=_ "� " ''°' "2l`11f�`bC3�P�"? 2104C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 3110C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 4112C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 1104C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 2109A 3'-0" 7'-0" 1 3/4" 3 HM PT HM 3 PT SPRINKLER CLOSET 4116A 3'-0" 8'-0" 1 3/4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY 1110A 3'-0" 8'-0" 13 4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY 2110A 3'-0" 8'-0" 13 4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY ,-,.?' " '- " " -,,-.1� .,�C}�Bu�-� ` �'-.,� , ,i�i" �`E�tiTn1�•.;-, _. ,. , - , ,--, ..f�,.., - �.-.,,-t .�-- •„ / / 4 .�� , . � : 4 _ <. . _�.._ . _ ._: _, ,_,��"m�°w-. v.-� .,. _--��.-. ,..-.,,.. _,-�.,�� ,_, .. ,,,,--y., , ��.,,�„P-...r_,,,-+,,� 4 � _...,., , _, �..: _ ,-.,,,�°-,.-+ �",�r�'.y,` _,.,�,.,�,,e.� 3 '_ " 8' ' 4" 2 FB -- WSULTE P FB 2 -- PATIO DOOR ,' 41. 3'-0' 7'-0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY _,. , , � ._,�- 4 , � , - . .. ,..-�-f- 1105A 3'-0" 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY � 2105A 3'-0' 7'-0",1 3/4", 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 3101C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 4105B 3'-0' 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 11056 3'-0' 8'-0" 3 " F -- Nl� B -- ��C7` 21056 3'-0"3 8'-0" 1 3/4" FB -- T P FB 2 -- ATI�DOO 3102A 3'-0" 7'-0" 1 3/4" 5&S TL 1 P NIT f�RY 4 ' " '- " " ER 1105C 3'-0" 7'-0" 3/ " I U F -- T CKER 4 105C 3,�0�' 7'_0" " I -- 9�G�,1,. ER 4 3102B 3'-0" 8'-0" 1 3/4" 2 FB -- INSULTEMP FB 2 -- PATIO DOOR .t 4 0 3'-0" 7'-0" 1 /4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 ' 1106A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY ? 2106 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY �' 102C 3-0 -0 / I -- �"K'ER 4106B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 11066 -0 8'-0' 3 " F -- -- 21066 3'-0" 8'-0" 13/4' B -- 2 -- A Ib�Okr'f 4 0 A '- " '-0" " � 106C '-0" '-0" " -- ER i 9 1/4�� 1106C 3'-0" 7'-0" 1 3/4" 5 I U FB -- WD 2 P TO E L CKER 4 C ' " '- " " - ER 3 0 B 3'-0" 8'-0" 1 3/4" 2 FB -- INSULTEMP FB 2 -- PATIO DOOR y 4 4107 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 110 A 3'-0" 7-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2 07 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 3103C 3'-0" 7'-0" 1 3/4" IN UL FB -- WD 2 P OR G L�CKER 4107B 3'-0" 8'-0" 1 3/4" B -- T P B 2 -- ATI 0 1 76 - '- -- 21076 3'-0" 8'-0" 13/4" 2 FB -- I SULTEMP FB 2 -- ATIO�DOOR 4 ' " '- " " , ��°°�.-� 4 ' " '- " " .,4k�95d1�'f d6ER 1107C '-0' 7'-0" 3 " F -- KER 4 107C -0" '-0" I -- ER 3 0 3'-0" 8'-0" 1 3/4" 2 FB -- WSULTEMP FB 2 -- PATIO DOOR 41 v$q q3'-0' 7 0" 1 4" 1 SC WD 5&SC , MTL l . PT 60 MIN UNIT ENTRY � 4 �� �,� �. � d�.�-,��_� , ,: 1108A 3'-0' 7'0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2108 3 0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 3104C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 P TORAGE LOCKER 4108B 3'-0' 8-0" 1 3/4" 2 FB -- I SUN LTE P FB 2 -- PATIO DOOR 11086 3'-0 8'-0" 3 " '� F -- B -- �7}U 21086 3'-0" 8'-0" 1 3/4' B -- 2 -- ATI OR'� lOSA '-0" '-0" " �- 4108C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER � > 4 4�, 1108C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 2108C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 3105,6 3'-0" 8'-0" 1 3/4" 2 FB -- INSULTEMP FB 2 -- PATIO DOOR 4115A 3'-0" 8'-0" 1 3/4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY . „ . �, ;. ��. ��'�� I ���•�_i„�,, �� .- , �., .- 1111A 3'-0" 8'-0" 1 3/4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY 2111A 3'-0" 8'-0" 1 3/4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY 3105C 3'-0" 7'-0" 1 3/4" IN UL FB -- WD 2 P OR G L CKER 4 '�°�'"�, ` �°,�,"`` " 4 � -A , "',� -� 4 ,��1 Q.'- �.yQ",R�' " �l"ti-� 4 '- ' 7' " 4" 1 SC WD S C M L 1 PT 60 MIN UNIT ENTRY 4 120�A 3'-0 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY ' 2201A . 3 0 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY � 3 3 0' ,._8. ,Q',1 /4" 2 FB -- INSULTE P FB 2 -- PATIO DOOR � 4101B 3'-0' 8'0" 1 3/4" 2 FB -- INSULTEMP FB 2 -- PATIO DOOR � ' SEE WALLTYPE '���`" - � \ 12016 3'-0 8'-0" 13 4" 2 F$' -- S L M B 2 -- AT O 22016 0' 8'-0" 13/4" �FB -- T P FB 2 -- A'" ATI DOO 3106C 3-0" 7-0" 13/4" 5 INSULFB -- � J WD 2 PT � STOR G LOCKER 4 ' ' '- " " ER W5 SHEET FOR WALL 1201C '-0' 7'-0" 3 " l��F� .--, - .,,Af'z��.l,� KER 4 2C�J�C. _, ' , '-0" �,/ ",- s4,lu-�g _ °�-r � .,r,,��.���,��3��ER 3111A 3'-0" 7'-0" 1 3/4" 3 HM PT HM 3 PT SPRINKLER CLOSET 4 3'-0' 7'0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY ; ;' CONSTUCTION 4 1202A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY a 2 0 ,3'-0" 7'-0" 1 3/4° 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY t 3112A 3'-0" 8'-0" 1 3/4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY 4102B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR ` �` �. � -...,. � ` ` � 12026 3'-0 8'-0" 1 3 " Ff3 °'�� -- B -- 22026 3 0" 8'-0" 13/4" 2 FB -- I SULTEMP FB 2 -- ���ATI DOOR 3113A 3'-0" 8'-0" 1 3/ " O 4 A T Y 10 C '- ' -0" " - ER _. >. � , 1202C '-0' '-0" 3 " S F -- KER 4 202C -0" '-0" " �.,IA! -- ER 4 3114A 3'-0" 8'-0" 1 3/4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRS ENTRY �' 4 4103 3'-0' 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY / DOUBLE 2X 4 120 A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2203 3'-0" 7'-0" 1 3/4° 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY �%; 4103B 3'-0" 8'-0" 1 3/4" FB -- T P FB 2 -- ATI D00 � � � WOOD STUDS 12036 3'-0' 8'-0" 1 3 " 2 F -- L B -- T 22036 3'-0" 8'-0" 1 3/4" FB -- T P B 2 -- ATI D O 3 07 3'-0" 7'-0" 1 /4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY � 4 ' " '- " " ER ` � AT FRAME 1203C '-0" 7'-0" 3 " F -- ER 4 2203C 3'-0" 7'-0" 13/ " I U -- D P KER 32076 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP AL 2 -- PATIO DOOR 4 0 �3'-0" 7'-0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY q :,, rb.�-_� v 1204A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2204A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 �3 4 C_ �' " �y¢'-' ;-�,LtL','_;-,, - ER 4104B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -�� PATIO DOOR CONTINUOUS 12046 3'-0' 8'-0" 3 " 2 '°F' �" -- B�"" -- 22046 3-0 8'-0 1 / `�"''� � -- 2' -- 3�08� 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4104C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER '' SEALANT AROUND 1204C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 2204C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 32086 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 4113A 3'-0" 7'-0" 1 3/4" 3 HM PT HM 3 PT SPRINKLER CLOSET FRAME �- -, E.� �,.-.n,,.-t.�, 4 w r � `.,�°�, ,,�.-°`y �.r`y.�.--b-.,,. 4 ,�, C ' " '- " " ER 4114A 3'-0" 8'-0" 13/4" 4 AL ANOD INSULTEMP AL 4 ANOD STAIRSENTRY PERIMETER,BOTH 4 1205A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY s 2205�A � 3'-0" 7'-0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY p L37�0 . �, ,3'-0" 7'-0" 1 /4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY s 4 ,.- °� SIDES 1205B -0 '0 3 " F -- ° � IVI}� �'° -- 22056 3 0' 8'0" 13/4' B - " �id 2 -- I'�`ATI�'� 32096 3 0" 8'0' 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR R 4�Q9,A 3' ' 7 ' 1 4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY '' 205C '- ' '- ' 3 " -- R� l ER ?2Q$C� �.: ' '- ' ' - -, r ° ��d3Cl(;ER 2 C - " '-0' " - '"°v Prfl,sfs ER 4209B 3'-0' 8-0' 13/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR� , _ 4 STEELTRIM 4 '�� �::' 4 ,�... , , 4 � 120 A 3'-0' 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2 06� 3 0' 7'-0" 1 3/4' 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 3 1 3-0" 7'-0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY . a2Q9C, _..3'�.�t' � 0" ,7.3 " l,R�-F�� - �E.,L;E%'�yER � ��-�s-. , ._ - . . , ,�. y,. ,.._, .��v. � � � 12066 3'-0' 8'-0' 1 3 4" 2 F -- 5 L M B 2 -- AT O 22066 3-0' 8'-0" 1 3/4" 2 FB -- I SULT MP FB 2 -- ATI DOO 32106 3'-0" 8'-0" 1 3/4" 2 FB -- I U T MP B� 2 -- " ATICS DOOR 4 471Qp, „3'-0' 7-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY � 1206C 3'-0' 7'-0" 13/4" I U F -- D TO A�F�, CKER 7206C -0" '-0" " - �w�l.�sJ4ER 3210C 3'-0" 7'-0" 13/4" 5 INSULFB -- WD 2 PT STORAGELOCKER 4210B 3'-0' 8'-0" 13/4" 2 FB -- I SULT MP FB 2 -- ATI D00� 4 q ,�_�,,-., -. � - 1207A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2207 3-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 , �,-,,.�,. ,-";,.-�.�r�-^v�����_-�-�-£�..-o�''i.>-y-%-�.. �rs',,- ti " ',F� _ � - ": 4 .2 _ ' �� " ER �_f�. .,,�_r n,..�-,�. �,.-°�v ,o, , ��r,�ti,., a � ,� � � � � 12076 -0 '-0' 3 " F -- -- 22076 3-0" 8'-0" 1 3/4" FB -- T P B 2 -- ATI D O 3 0 3'-0" 7'-0' 1 /4' 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY y 4�,11�, 3'-0' 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY , FIRE RATED 1207C 3'-0" 7'-0" 1 3/4" 5 I U FB -- D 2 P TO E CKER 4 C '- " '- " " - �ER 3201B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 4211B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR ADIUSTABLE 4 120 A 3'-0" 7-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY �' 2 0 3-0' 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY � 2 C '- " '-0" " - 2��S.So43�,ER ' ' - " " A�3��r��k,ER KNOCK DOWN , �-i.� �,� �,�,� �..F. , ,s.. - - -- ��,_�' 4 , �_ .� 4 12086 - - 3�' 1" ��Fi'� -- - '``1`"" `-� �iJ�2S�" 22086 3 0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -� 1 �AT16 DOOR 3 0 3'-0" 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY `' 4 1 3'-0' 7-0" 1 /4" 1 SC WD 5&SC MTL , 1 PT 60 MIN UNIT ENTRY w; �"� STEEL FRAME � , � -"°"- N 1208C 3'-0' 7'-0' 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 2208C 3'-0' 7'-0' 1 3/4' S INSUL FB -- WD 2 PT STORAGE LOCKER 32026 3'-0" 8'-0" 1 3/4" FB -- T P FB 2 -- ATI DOO 4212B 3'-0' 8-0" 1 3/4" 2 FB -- I SULTEMP FB� 2 -- PATIO DOOR � DOOR,$EE _ . a --r--.� ; .r �w- %�,-,,. ._. �,_.r.�- -, ,.,-,-1. 4 ,".�,.,,:-�,,� ,- .,;° r�,;,.,.. �,;,--„-°�,- . ,-,``.,s-�,ro-`-r�w-.,,.""`P`"r-r'°�r--,,; ;, �.y�r�•-w-x•.,4__,,�-.�-,_;. 4 �Q � �� �_ �� �� '��0 ER 4212C 3'-0� ��_��� 13/4" 5 INSULFB -- WD 2 PT STORAGELOCKER W 4 � � SCHEDULE 1301A 3'-0' 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2 0 3 0" 7'-0' 1 3/4' 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 3� 3'-0" 7'-0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY „� =_s-.,_,-..,,.� . -��° ^ F � � � 4 d.�, ��.�- �,w°-�-,-;-e�� �•�°� ���=v-r �, ,.�ti '. 13016 3'-0 8'-0" 3 " F -- B -- 23016 3-0" 8'-0" 1 3/4" 2 FB -- I ULT MP FB 2 -- ATI DOO 32036 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 4 0 3'-0 7'-0" 1 3/4' 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY (� 4 130 A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 2 0 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT NTRY ER 4 3 0 C 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY ER 4205B� 3;-O' 8'-0" 1 / -- �p��� -- �����E r/ 1301C '0' 0" 3 F ER 3 C �,SS.�,� 3 4" 2 FB I SULTEMP FB 2 PATIO DOOR �_ �� R � � � r � �. _ 4 13026 3'-0' 8'-0" 1 3 " 2 F -- L B -- T 23026 3'-0" 8'-0" 13/4" 2 FB -- I SULT MP FB 2 -- ? �ATI DOOR 32046 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- ATI�OOR 4 3'-0" 7'- " 1 4" 1 SC WD 5&SC _ MTL 1 PT 60 MIN UNIT ENTRY , O ���._� (� 00 1302C 3'-0 7 0" 13/4" 5 I U F -- D 2 TO �yE CKER 4 , 30 C " '-0" " - R,�a�,d,��fER 4C '- " '-0" " - /��F�,�u`...4��1(ER 4206B 3'-0' 8-0" 13/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 4 130 A 3'-0 7 0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY " 2303 3-0" 7'-0" 1 3/4° 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 3 OS 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY ' ' '- " " ER UN IT E NTRY D R JAM 6 D ETAI L 13036 3�-0 8 0" 1 3/4" ��"` � -- - "P�7�G'�JG�i 23036 3 0' 8'-0' 13/4" FB -- T P FB 2 -- ATI DOOR u 32056 3-0" 8'0' 1 3/4" 2 FB -- I ULT MP FB 2 -- T'ATI6 DOOf� 4 4 7 3'-0' 7'0' 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY J � � V 4 1303C 3���0 7 0" 1 3/4° ; .� I U F -- D 2 S,�TORe,C�,�f��CKER 4 ,F7303C_., - ' '-0' �' ,--t,�,..�.., ,�li)b5d� - ..-y F,:�?�P��,,rz€l,�C1�ER 4 ��Z4?C � �� �_ �� �� ��g - sT�R��i 4&3GI�ER 4207B 3'-0' 8-0' 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR I Q � � 1304A 3'-0 7'0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY �; 2304A 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY >' 3 06,A ,3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 - R � � -,- _ �� _ ._�._.. � � �� , _..-. � -�, v_,. _ _ ' � _ �,., - •� ��_ � � --',,, - .., - � ,�.�� ,.�' ._ ��r ti, SCALE: 3 -1-0 13046 -0 8 0" 1 3/�["` -- - �1��f7(}f� 23046 3-0" 8'-0' 1 3/4° FB -- T P FB 2 -- PATIU DOO� 32066 3-0" 8'-0" 1 3/4" 2 FB� -- I SULTEMP FB 2 -- PATIO DOOR 4 Q�A . �,3'- ' 7'0" 1 4" 1 5�WD _ 5&SC MTL t pl y � P� 60 MIN UNIT ENTRY�� � ��b_ ��� �. � � W � 1304C 3'-0' 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 2304C 3 0" 7'-0' 1 3/4' S INSUL FB -- WD 2 PT STORAGE LOCKER 3206C 3-0" 7'0' 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 4208B 3'-0' 8-0" 1 3/4" � �2 FB -- I SULTEMP � FB 2 -- PATIO DOOR � � I �3�$ -,, �,.--�,.Y- -a �v,. 't-� . 4208C 3'-0' 7'-0" 1 3 4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER � ,.:,. .��-,,.� '`,���", 4 � �-, _�•.,.,-_.��,�,. - , �. 4 ,°-.,_f.. ,�,�..- .�-.f.,,- ,- �.�,�. y-°,e / 4 1305A 3'-0' 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY _2305A , ,3-0" 7'-0' 1 3/4". 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 3 07 3'-0" 7'-0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY }" 4 f-ti., „ - ,.P- r.� ^,;.r�.-� .-°'`:-�..�''�-��. ;- "�-.y�"�, r"`:-�"r --�fi' H°"�`�,^�-�>" ' '"`-•- � �.'�--, �__ �s„�� ;� , � , y� r�, - L 13056 -0 8'0' 3 ' F - B -- 23056 3 0' 8'0' 13/4' FB -- P B 2 -- ��D�'��OR��� 3307B 3 0' 8'0' 1 3/4" 2 FB -- I SULTEMP FB 2 -- ATIO DOOR 4 3' ' 7 ' 4' 1 SC WD 5& C MTL 1 PT 60 MIN UNIT ENTRY � 1305C 3'-0' 7'-0" 3/ " I UL,F,� -.._. .- D ,,. ,-��, TO,�Qfa CKER 4 C - ' '-0" ' ,,I,l�'b�lJ�°F,� - ER 4 3 C - " '-0' - ER 4201B 3'-0' 8-0' 13/4" 2 FB -- INSULTEMP FB 2 -- PATIO DOOR � � � r ,. , �� � 4 1306A 3'-0' 7'0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2�OC�A 3-0' 7'-0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY �330 3'-0" 7'-0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 C - v- , - 6�7���-Ek3e.!�ER • � SEE WALLTYPE .�-;-� ,a r 4_, � ,_ ,, ;,.,�,�..,,_,h u .,.,.�,� � . � � � �� - 13066 -d 8-0' S3%�" F�`"'� -��" " -- �,41'if`J"U25�`i� 23066 3-0' 8'-0" 13/4° 2 FB -- I SULT MP FB 2 -- PATIC�DOO 33086 3-0" 8'-0' 13/4" 2 FB -- I T MP FB 2 -- ATI�OO�F� 4 0 3'-0' 7-0" 13/4" 1 SCWD 5&SC MTL 1 PT 60MIN UNITENTRY E3 SHEET FOR WALL r1306�C} '-0,' 7'-0� 3. " F, ,_ -. �.�,��- �Q�,� KER 4 2306C ,.�,0' ,,Z-0" �; - .�--�,.-f � ER 4 ,�3Q$C__ �.,Q'1 ,,,7 0,�'_�..3�(;" - 4202B 3'-0' 8-0" 13/4" 2 FB -- I SULTEMP FB 2 -- ATIO DOOR CONSTUCTION 4 - r � 1307A 3'-0' 7'0' 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 2307,A 3 0 7'0 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY > 3309,A 3-0" , 7 0 .1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY E C - - �.1�4:l�ER a. , . . �/� _. �� . . � � � ��,�. , �,_:-,. , _ 4 , , , ,� � �� 1307C '0' 0' 3 " -- - J,9,StiKER 4 �307C 3y 0 _Z'-0' J�3��4_' , I ER 309C 0". 7 0� 9f.3 " � ��I' DOO 4 0 3'-0' 7-0" 1 3�4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY \i/ � ^ � �- /-3 1/4 X 5/4 � � -- � 1307A 3'-0' 7'-0' 1 3 4' 1 SCFWD S&SC MTL 1 PT 60 MIN UNI.T�ENT��Y� 2308A 3 0" 8'-0" 1 3/4" 1 SCFWD S&SC T P MTL 1 PT 60 MIN UNIT�ENTORY ;' 331�0g 3'0" 8'0" 1 3/4" 1 SCFWD S&SC I ULT MP MTL 1 PT 60 MIN UN I��r�� ER 4203B 3'-0' 8 0" 1 3/4" 2 FB -- I SULT MP FB 2 -- ATI DOOR � -- COMPOSITE TRIM 4 �' 4 , „ , „ „ � , P . � � T ENTRY - ER _ � TO MATCH ° � r- - 4 , 13086 3'-0' 8'-0" 1 3 4" 2 F�3` 4� "� -- L B --� �` T 23086 3'-0" 8'-0" 13/4' ``�B -- 2 -` � ' ATI O 3310B 3'-0" 8'-0" 1 3/4" FB -- T P B 2 -- ATI DDO� 4 3'-0" 7'-0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY ' EXTERIOR 1308C 3'-0" 7'-0" 13/4" 5 INSULFB -- WD 2 PT STORAGE LOCKER 2308C 3'-0" 7'-0" 13/4" 5 INSULFB -- WD 2 PT STORAGE LOCKER 3310C 3'-0" 7'-0" 13/4" 5 INSULFB -- WD 2 PT STORAGE LOCKER 4204B 3'-0" 8'-0" 13/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR � WINDOW TRIM -q�-�-„�a 4204C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 4 . 3301A 3-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY _; 4 r-n_,..,�,,�- e,...-�,,.-� r-°�.�,--f"� °`�-"r-l°'yb° '�a , °_ •°"•�°°�9 O / DOUBLE 2X � �� � /4" 2 FB -- I ULT MP FB 2 -- ATIC)DOO 4 '- ' 7- " 1 4" 1 SC WD 5 C MTL 1 PT 60 MIN UNIT ENTRY 33016 3 0 8 0 13 ` WOOD STUDS AT 4 3302Q, 3 0"L�7 0 13{4�� �.�y� -�yS�2,-� ���C m��iER 4309B 3'-0' 8-0" 1 3/4" 2 FB -- INSULTEMP FB 2 -- PATIO DOOR - FRAME /4", 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 ' ' '- " " ER f_ , r„ r. � ''` ' WOOD TRIM 33026 3'-0" 8'-0" 1 3/4" 2 FB -- I ULT MP FB 2 -- ATI DOOR 4 1 3'-0" 7'-0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY 4 !-� ' " '- " " ER 4310B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 3 0 3'-0" 7'-0" 1 /4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4 y,�3, ' " '- " " �r��-bL ER � 33038 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- PATIO DOOR 4311�, ,,�3'-0" 7'-0" 1 /4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY • \\ ,�,3Q C ' " '- " " - fk�:rrru�'�r3�K,ER 4311B 3'-0' 8-0" 13/4" 2 FB -- I SULTEMP FB 2 -- PATIODOOR Pro�ect No. 14LION-00-01 FINISHED 4 330 .. .3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY ?� a3��C. 3'�R' - " " 1, R, ��t��-, „�z�.,,_,� ,:-'.:. -.,-� 4�(k�GC-E�C.�ER �. �-,-.:r- JAMBS&STOPS " --- 4 " P�Qt �ate. 12/16/20142:04:09 PM 33046 3'-0" 8'-0" 1 3/4" 2 FB -- I SULT MP FB 2 -- ATI DOOR ,431 , y,3'-0' 7-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY y ". ,v„�� _�_,,_._;.., . �....�...: 4 �. C ' " '- " " - ER 4312B 3'-0' 8-0" 13/4" 2 FB - I SULTEMP FB 2 - � �ATI�DOOR DOOR,SEE ,3 0 3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY 4312C 3'-0' 7-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER D rawn by: crd SCHEDULE 33056 3'-0" 8'-0" 13/4" 2 FB -- I SULTEMP FB 2 -- ATI DOOR , .-� °�,-4,,.`"',�, C ' " '- " " - r%�u,•lre�ER 4 4 0 3'-0" 7'-0" 13/4" 1 SCWD 5&SC MTL 1 PT 60MIN UNITENTRY � Issue Date: 2014.03.14 4 °��. �_���- 3�0 � , 3'-0' , 7',0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY � 4305B 3'-0" 8'-0" 1 3/4" FB -- T P FB 2 -- ATI D00 ��,,..°` ._�.� 3306B 3'-0" 8'-0" 13/4" �2 FB -- I SULT MP FB 2 -- ATIODOOR 4 ,430�C,. ',� 7-0°.�.��f?" - '�- �- ER Date Issue Description 3306C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER 430fiA„ �3'-0 7-0",,1 3/4�' 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY STO RAG E LO C K E R D R J A M B D ETA I L 4306B 3'-0 8-0" 1 3/4" 2 FB -= I SUL T MP FB 2 -- ATI DOOR 2014.04.10 REVISION 1 ,4306C �.'_.�, . 7 0".. ��," ,,-,�,- ��.,,oc� ER 2014.08.04 BULLETIN 1-CONSTRUCTION SET 3 ��: r 5'-Q" � 4 430Z�, , 3'�0=" 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY p 2�14.1�.�7 BULLETIN 2 , ,... 4307B 3'-0" 8'-0" 13/4" FB -- T P FB 2 -- ATI DOO�tl`� 2014.12.15 BULLETIN4 SCALE: 3"=1'-0" � 2�� 3�_p�� Z�� 2�� 3�_��� 2�� 2�� 3�_��� 2�� �� 3�_p�� Z�� 1�_6��Z, ,� C , �, �_ ,� ,� _ �°���Y'�,ER 4 �� _ _ 4�0 3'-0" 7'-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY W N N 4308B 3'-0" 8'-0" 1 3/4" 2 FB -- I SULTEMP FB 2 -- ATIO DOOR N N 4308C 3'-0" 7'-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER � � .:-�._, _ .�--,w .o -�,. -r°-�,,.i- .-°s-`�-�"i.-. GENERAL DOOR NOTES 4 4�01Q,,��3'-0" 7'-0" 1 3/4" 1 SC WD S&SC MTL 1 PT 60 MIN UNIT ENTRY $ O43016 3'-0" 8'-0" 13/4" 2 FB -- I SULT MP FB 2 -- ATI�DOOR 22�� MTL FRAME 18 WELDED HM METAL STORE 1. SEE DETAIL3/A601 FOR STORAGE LOCKER DOORJAMB. 4 �. - �y�� ���ER -2X ADJACENT TO DOOR OPENING � _ GA � _ FRAM E 16 GA o 2. SEE DETAIL 4/A601 FOR UNIT ENTRY DOOR JAMB. 4 3'-0" 7'-0" 1 4" 1 SCwD 5&SC MTL 1 PT 60 MIN UNIT ENTRY : � � I�I, I � � � o � o � FRONT 4302B 3'-0" 8'-0" 13/4" 2 FB -- I SULTEMP d FB 2 -- PATIO DOOR ;� PRIMED PREHUNG WD ^ PRIMED SEE SCHED c � �� �- �� �� � �,�u.,.�d�ER DOOR PULL � II I I I SEE SCHED FOR OR COMOPSITE SEE SCHED FOR 4 FOR FIRE 4 0 3'-0" 7'-0" 13/4" 1 SCWD 5&SC MTL 1 PT 60MIN UNITENTRY � I � I I I � FIRE RATING FIRE RATING RATING 4303B s�-o° s�-o° 13/4° 2 FB -- I SULTEMP FB 2 -- ATIO DOOR OT C �_ _ �� �� ,-6��4 - �a€-LPGyyER . I � I I I 4 4 0 3'-0 7-0" 1 3/4" 1 SC WD 5&SC MTL 1 PT 60 MIN UNIT ENTRY -� ��.-:� ,�-.4��_,� --' � 43046 3'-0 8-0" 13/4" 2 � " FB T - I ULT MP FB 2 L' . y : "PAT16fD00R � I I I I O O O O 4304C 3'-0 7-0" 1 3/4" 5 INSUL FB -- WD 2 PT STORAGE LOCKER FRAME DOOR W/2X4 CROSS BRACE COVER W/5/8 GWB EF I / I I I / I II NOTES: ` ONE HOUR RATED ACCESS -BLANK BOXES EQUALS NOT APPLICABLE. `� � I � � � � � PANELS 48"x 22" 3�-0° ,�� , 3�-0° � �� 3�-0� -sEESPECSFOROOORHaROwaRE. DOOR SCHEDULE - COMMON AREAS BLDGS/6 STANLEY 54 SPRING HINGE(2 PER DOOR) � I I I UL 263-TYP. j , DOOR FRAME 2XADJACENTTO DOOR OPENING I I J[ I I I � � METAL W/ DOOR SCHEDULE ABBREVIATIONS EL FIRE � Sheet Title TYPICALATTICPARTITIONSEPARATION II � I� I II I I I MARK W H T ELTYPE MATL FINISH GLAZING MATL TYPE FINISH RATING Comments DEMISING DRAFTSTOPPIN6 i SC WD COMPOSITE INSUL HM TEMPERED INSUL FB AL -ALUMINUM DOOR(STOREFRONT) PT-PAINT 5 = II III II BEYOND � SEESCHED TEMPERED SEESCHED FULLLITE SEESCHED FB-FIBERGLASS SC-SOLIDCORE M101A s�-o�� ��-o�� 13/4�� 3 HM PT - HM 3 PT 20MIN DOOR@ SCHEDULES - COMMON m MAINTENANCE SEE SCHED HC-HOLLOW CORE S&SC -SANDED AND STAINED-CLEAR FINISH I I II I I I FOR FIRE _ FULL LITE FOR FIRE _ FOR FIRE M1016 8'-0" 8'-0" 2" MTL POLYU 24X12 MTL GALV OHGARAGEDOOR AREA DOORS BOTTOM CHORD OF TRUSSES ° � `FOR FIRE - HM -HOLLOW METAL TEMP-TEMPERED GLAZING M1o2A 3'-0" 7'-0" 13/4" 3 HM PT - HM 3 PT 20 MIN DOOR @ REFUSE � � o RATING ao o RATING o0 o RATING ^ '� RATING ^ INSUL-INSULATED WD -WOOD ROOM _� _ � J _� MTL -KNOCKDOWN METAL FRAME M1026 16'-0" 7'-6" MTL PT MTL PT OH DooR @ � , DUMPSTER E �T � T �. 6 Q � DENOTES LOW E INSULATED T1A 3'-0" 7'-0" 1 3/4" 3 HM PT -= HM 3 PT 20 MIN DOOR @ DUMPSTER Sheet No. DRAFTSTOP SEPARATION DOOR INTERIOR ELEVATION-ATTIC SPACE - � GLAZIN6 T DENOTESTEMPEREDGLAZING T1A 3�_0�� ��_o�� 13/4�� 3 HM PT HM 3 PT 20MIN DOOR@DUMPSTER O O O O O T18 16'-0" 8'-0" MTL PT MTL PT OH DOOR @ A601 2 1 1 2 3 4 5 DUMPSTER T18 16'-0" 8'-0" MTL PT - MTL PT OH DOOR @ SCALE: 1 1/2"=1'-O" SCALE: 1/2"=1'-O" DUMPSTER 5 I 4 I 3 I 2 I 1 � PLUMBING FIXTURE SCHEDULE GAS FIRED FURNACE SCHEDULE � � SYMBOL TYPE A.D.A. FINISH MANUFACTURER* FAUCET TRIM MFR.* & ACCESSORIES REMARKS MINIMUM FAN ELECTRICAL INPUT OUTPUT REAL ESTATE & MODEL# MODEL# MARK SERVICE OUTSIDE AIR EXT. STATIC A.F.U.E @ S.L. @ ALT. FILTER MANUFACTURER* ACCESSORIES REMARKS DEVELOPMENT & & MODEL# (CFM) CFM PRESSURE @ HP VOLT/ (MBH) (MBH) MANAGEMENT P1 FLOOR DRAIN _ NICKEL ZURN Z415 - TRAP GUARD 6"DIA, HEEL PROOF GRATE,3" ALT (IN WC) PH BRONZE U.N.O. � AMERICAN STANDARD R-110 F � DWELLING 160/TWO BATH 700 0.3 1/3 120/1 95.5% 40 32 THROW YORK _ A,B, MEDIUM-LOW FAN SPEED ZOO N. MAIN STREET OCOMBINATION AQUATIC BATH 260330M AMERICAN STANDARD SHOWER VALVE. ASSE 1016 INCLUDE OPTIONAL GRAB BAR UNIT 80/ONE BATH AWAY TG9SO401A08MP11 P2 TUB/SHOWER NO WHITE TUB-SHOWER UNIT NO.T028.502 TRIM. LISTED. PROVIDE THERMOSTATIC REINFORCEMENT OREGON, WI 53575 I MIXING VALVE. F-1 DWELLING 310/TWO BATH THROW YORK Seal WHITE, ADD ALT UNIT 230/ONE BATH 700 0.7 1/2 120/1 95.5% 60 48 AWAY TG9S060A10MP11 - A,B,LOW FAN SPEED D P3 WATER CLOSET NO VITREOUS TOTO CST744SG TOTO G-MAX FLUSH VALVE TOTO SC134 OPEN FRONT SEAT. - � CHINA � AMERICAN STANDARD WHITE, CERAMIX MODEL ASSE 1070 TEMPERATURE COUTERTOP BY GENERAL P4 LAVATORY YES VITREOUS KOHLER K-2202-1 2000,100,002 SINGLE LIMITING DEVICE. CONTRACTOR. CHINA CONTROL MANUFACTURERS: * CARRIER, ENVIROTEC, MCQUAY,TRANE STAINLESS AMERICAN STANDARD GENERAL NOTES: P5 KITCHEN SINK NO STEEL ELKAY GECR3321 4175.300.F15 LK35L DRAIN FITTINGS - A: SEALED COMBUSTION AIR INTAKE AND DIRECT POWER VENT. WHITE, B: PROVIDE YORK 1 NK0301 CONDENSATE NEUTRALIZER KIT, CONCENTRIC VENT TERMINATION THROUGH ROOF PER MANUFACTURER SPECIFICATION,AND YORK S1-1 PS3307 HIGH ALTITUDE KIT. P6 i WASHER BOX - POWDER GUY GRAY T200LV - - - COATED AMERICAN STANDARD R-110 1-1/2"O.D.GRAB BARS, (2)33"LONG P� TUOB/SHOWEOR YES WHITE A�TUB-SHOWER UN TTH A NO 028.502 TRIMRD LISTED P OV DE THERMOSTATIC GRAB BA OON EN WALLLALL(WITH WATE R H EATE R S C H E D U LE (GAS-F I RE D) Consu Itant MIXING VALVE. REINFORCEMENT STORAGE WATER INPUT OUTPUT ELECTRICAL STAINLESS AMERICAN STANDARD * P8 KITCHEN SINK YES ELKAY CR3321 LK35L DRAIN FITTINGS - MANUFACTURER EAUDIN STEEL 4175.300.F15 MARK TYPE CAPACITY RECOVERY TEMP. RISE @ S.L. @ ALT. I FLA WATTS VOLT/ & MODEL# ACCESSORIES REMARKS _ � (GAL.) (°F) (MBH) (MBH) pH �j ANZE / FREEZE-PROOF ROUGH Consulting Engineers, Inc. P9 KEYED WALL - WOODFORD 65 - - - RHEEM BRONZE WH-1 STORAGE 50 40.4 GPH 80 40 23 5.0 120/1 A Vai�: 9�0 949-6108 HYDRANT � � COPYRIGHT 2014 PROG50-40N RH67 PDV _ _ _ Denver: (303) 278-3820 project No:9443.00 Fort Collins: (970) 221-5691 TRANSFER BARRIER FREE AMERICAN STANDARD FOLDING SEAT AND GRAB BAR WITH Albuquerque: (505)323-9070 P12 SHOWER YES WHITE SS4038A5T NO.T028.502 TRIM. REINFORCEMENT WH-2 INSTANTANEOUS N/A 3.3 GPM 80 160 133 - 75 120/1 A.O SMITH B Jackson: (307)739-3944 ATI-240H-N www.bece.com WHITE, MANUFACTURERS: P13 WATER CLOSET YES VITREOUS TOTO CST744SG TOTO G-MAX FLUSH VALVE TOTO SC134 OPEN FRONT SEAT. - � TRIANGLE TUBE,WEIL-MCLAIN, BUDERUS CHINA � A.O.SMITH, RUUD OR STATE EQUIVALENT MANUFACTURERS: GENERAL NOTES: FIXTURE: AMERICAN STANDARD, UNIVERSAL RUNDLE, FIAT STERN WILLIAMS A: DIRECT VENT. PROVIDE RHEEM CONCENTRIC VENT TERMINATION THROUGH ROOF PER MANUFACTURER SPECIFICATIONS. FAUCET: SPEAKMAN, DELTA,AMERICAN STANDARD, CHICAGO B: DIRECT VENT. PROVIDE A.O SMITH TH-CVPVC33 CONCENTRIC VENT TERMINATION THRU ROOF. DRAIN: JOSAM,WADE SMITH � GENERALNOTES: � N A� EXHAUST FAN SCHEDULE W B: FAN MOTOR Vf ESP � ^ MARK TYPE VOLT/ MANUFACTURER* ACCESSORIES REMARKS � � CFM SONES @ S.L. (IN WC) �@ ALT (IN WC) WATTS PHASE & MODEL# O � � � � i � � EF-1 CEILING 80 0.3 - 0.25 14.7 120/1 PANASONIC CONDENSATION A B � 0 I FV-08VKL3 SENSOR � � � O � � - - - - - - - - - - - � � V� � �� MANUFACTURERS: W � � ' ACME, COOK, GREENHECK, PANASONIC, PENN GENERAL NOTES: z O O A: PROVIDE WHISPER-CONTROL CONDENSATION SENSORS FOR EACH UNIT CONTAINING TOILET EXHAUST FANS. PANASONIC FV-WCCS1 OR EQUAL. � � B: PROVIDE CEILING RADIATION DAMPER PC-R405CH FOR CODE COMPLIANCE OF FIRE RATED LID PENETRATION. � O � • - � � �I � ° ° UNIT AND CABINET HEATER SCHEDULE (ELECTRIC) Q N ~ I ELECTRICAL a � SENSIBLE MANUFACTURER* � MARK TYPE CFM MgH WATTS VOLT/ FLA & MODEL# ACCESSORIES REMARKS PH ELECTRIC CUH-1 EXPOSED 500 27.3 8000 208/3 23 BERKO A WALL CUH945 MOUNTED ELECTRIC BERKO B UH-2 CEILING 130 6.4 1900 208/1 9.42 - - B HUNG PHFP25 BGCE Project No. 9443.00 - - - - - - - - - - Plot Date: 3/14/20144:0O:OOPM MANUFACTURERS: DfaW11 b�/: SMVV/ZRW * BEACON MORRIS,TRANE, MCQUAY OR MODINE EQUIVALENT GENERAL NOTES: A: SURFACE MOUNTED. FRONT STAMPED INLET AND DISCHARGE LOUVERS. g: Date Issue Description 01/29/14 Design Development 03/14/14 Bid and Building Permit GRILLE, REGISTER DIFFUSER & LOUVER 04/10/14 Revision 1 � 09/26/14 Bulletin 2 12/15/14 Bulletin 4 SYMBOL USE PATTERN FINISH MANUFACTURER* ACCESSORIES REMARKS & MO E # CEILING STEEL CONSTRUCTION OA SUPPLY FIXED BLADES TITUS TDC OBD A&B DIFFUSER C�ALRCHBY 4 P��-<<�F,�, �� `�OF'�`�F (,F„�, BAKED ENAMEL ,pG' _ ;n; O SIDEWALL PARALLEL COLOR BY TITUS 350RL OBD FIXED BLADES � 3� � RETURN GRILLE FIXED BLADES ARCH. ��,, 'Z•I S.�' ,'�c�,� STATIONARY gAKED ENAMEL RUSKIN o�F`�S�QNA� ���\� OC LOUVER gLADES COLOR BY ELF40V BIRD SCREEN DRAINABLE BLADE ARCH. O TRANSFER PARALLEL ALUMINUM PRICE _ UPWARD BLADE DEFLECTION GRILLE FIXED BLADES POWDER COAT STG1/B A A Sheet Title nnaNUFacTURERS: MECHANICAL SCHEDULES GRD KRUEGER, METALAIRE,TITUS, PRICE LOUVER GREENHECK, L&D, RUSKIN GENERAL T DIFFUSER TO BE MOUNTED ON UNDERSIDE OF GYP. BOARD AND FASTENED THROUGH LID TO RADIATION DAMPER FLANGE LOCATED A� DIRECTLY ABOVE IN ACCORDANCE WITH RADIATION DAMPER MFR.SPECS. PROVIDE WITH BORDER TYPE 6. B: PROVIDE 10"x10"GREENHECK CRD-1 WT CEILING RADIATION DAMPER WITH FACTORY-SUPPLIED STEEL PLENUM BOX. 4 Sheet No. ' M001 2 5 ( 4 I 3 ( 2 I 1 5 I 4 I 3 I 2 I 1 � t NOTES: REAL ESTATE 0 0 0 0 � � � 1 - 1. CEILWG COORDINATION OF ALL MEP SYSTEMS DEVELOPMENT & (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, � ` � ` FIRE PROTECTION, ETC.)MUST BE COMPLETED BY MANAGEMENT � �3 � �- THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. 2. AVOID ROUTING DUCTWORK OVER ELECTRICAL ZOO N. MAIN STREET , _,; ;_ - � „ ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. OREGON WI 53575 CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 � 2 [3EDROOM i o � 2 BEDROOM � 2 BEDROOM i � 2 DEDROOM CONTRACTOR. S2aI 2 13ATI-I � - - � 2 BATH � 2 BATH � 2 BATH � 1208 1 206 1 204 1 202 3. RE: D/M501 FOR CLEANOUT DIAGRAMS. D 4. RE: B&C/M501 FOR DOMESTIC WATER ENTRANCE � MODEL E MODEL D � � MODEL D IvIODEL D DIAGRAMS. � i � � ,I , 5. RE:A/M501 FOR FIRE ENTRY PIPING DIAGRAM. � � � � � � � � P � 6. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY ' � i 3 3 � SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON - � � - � � ' WASTE,VENT AND STORM PIPING AS REQUIRED BY � I � � I - 3 � CODE AND FOR REASONABLE MAINTENANCE BASED � � �� � 6 I ��� �� � ON ACTUAL FIELD INSTALLATION.COORDINATE ` DN I I 4 � , � -- -.= r ` ---- �` � -- LOCATIONS WITH ARCHITECT/ENGINEER. � � 4 � � � � 4 --- � O �C'j i00 � � � � 00 ������ i00 i � � i � � � � � � � � �( � �� A � III i � � � � (��� � 7. PIPING ON EXTERIOR WALLS OR PRE-CAST Ol� UO I Ob ,u CJO 6 I i I i � i I I EW L I R � � ��--�� CONCRET A LS TO BE ROUTED N F AMED WALL �, � ��, � _ - � �_- � i � �� _ -_- - i �i (� ' �. --- •� � '� � ,— -- _ --- — � ON INTERIOR SIDE OF INSULATION. � � � o , -_ o o - -- � ( � � � � � __ _ i���� � Consultant � ' � I�� _--- �--��—� �'� , ` �— � � � � ,� � -- —' __ � ��—fi �'�, � . --�-- ; � _ ,, , � � o �� � � �. .-. �,p � 8. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE � - - - l -� � --� � --- � -- � � - - - � - - - l � --� � --- — '� --- � -� � FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. � ° ' � i: -�_{�_-� ' ,', , _,�I __ �� i: � L _� � �_ J (( ) i�°� ' - � i _ ��� __-��_�__- I - � � TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL BEAUDIN � � ' � _ � _ J � - '� + ',,,, �" -- - � - - � i i � � r --- r OR COPPER AT PENETRATIONS AND PROVIDE FIRE , � L _ J - --., �i ��, -�- �---- � � F -� ! �- - - `� �;�; P r ± � � P � �' `� i� i � 2 � a o P � � RATED ACCESS PANELS TO FITTINGS. �ANZE � � � ��J � � op � oo � �� v �� ,� � � op � 00 � � � �� Ir `� 9. ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN Consulting Engineers, Inc. I - -- 4 00 '00 4 � � 4 O� �_ 8 � � p CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH Vail: (970) 949-6108 COPYRIGHT 2014 � STAiRS �� �� � 'i STAIR i � 2 �� � � �' � �i � 3 �� �0 ACCESS PANELS IN HARD-LID CEILINGS. Denver: (303) 2�8-382o projectNo:9443.00 2 1211 — - r � 3 �121�� Fort Collins: (970) 221-5691 I. , UP I �IP � Albuquerque: (505)323-9070 �f P P � I Jackson: (307)739-3944 P � � � � � www.bece.com � 1 � i � � � / � i � � - �_� �,'� �� �� � 1 BEDROOM 2�� 2 BEDROOM 1 BATH � � 2 BEDROOM 2 BA I I-I � � 2 BATH 1201 2 BATH 1205 �--� _ � 1203 _ ���� � �� MODEL � ,; � � , - , �OD�L C MODEL C � = o M�»F� �. , � T- —.- - , ;. � _ , -_ FLAG NOTES: � � � 1� 31 CSST GAS RISER TO UNITS ABOVE. � � i I O2 31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF � i VALVE AT UNIT. RE: M401 FOR CONTINUATION. - O3 37 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF � �� i �� o VALVE AT UNIT. RE: M401 FOR CONTINUATION. � ,� , i W � 0 0 0 4O 1-1/4"DCW TO UNIT. PROVIDE MANUAL SHUTOFF O � � VALVE AT EACH UNIT. � � ORE: ENLARGED MODEL PLANS FOR EXTENT AND � � M BLDG 1 - 2ND FLOOR MECHANICAL PLAN COORDINATIONOFPIPING&VENTINGINMAIN Q o w � CHASE WALL,TYP. � O SCALE: 1/8" = 1'-0" 6 37 CSST GAS RISERS TO UNITS ABOVE. � � � V 5 DCW ROUTED AROUND STAIRWELL PERIMETERS& � � ^ O7 PIPED WITHIN UNIT SIDEWALL ASSEMBLY. (� � N W `� 5 — � > PROVIDE TRANSITION FROM CSST TO EQUIVALENT � O O SIZE STEEL PIPE FOR PENETRATOINS OF W2 WALL 8 1"DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE ASSEMBLIES, RE:ARCH FFI. FIRE CAULK ALL AT EACH UNIT. � PENETRATIONS AND PROVIDE FIRE RATED O � � ACCESS PANELS AT ALL CSST TRANSITIONS,TYP. � ` FIRE CAULK DCW PENETRATIONS � i ROUTE DCW IN WALL ABOVE DOOR OF FIREWALLS AND BARRIERS. � O O HEADERS.TYP.SHOWN OFFSET FOR � � � CLARITY. ` N , � , � � � a CSST GAS LWES ROUTED IN ' � CEILING JOIST SPACE TO FIRST FLOOR UNITS AND l I RISER LOCATIONS. (24)TOTAL `� , !T �L - SHOWN AS STACKED(2)HIGH. I� I FIRECAULKALL ". F3EDROOM � I `� 2 E3FI��OOM ?_ BFDROOM ' ` 2 BcDRCCM PENETRATIONS OF HARD LID �� � � - � ��� G-` � — � � � � ' -� �� � - , � �� --(2) G � � �` �� B CEILINGS AND W1A WALL �.; i �2� G ��� � (2) G ,, �2� G ��� � (�) G „ � B FFISEMBLIES TYP., RE:ARCH (2) G � � (2) G �2� G _ L - - �2� G 2 G - . �2� G (2) G � �L D MODE! 2 � , _ BGCE Project No. 9443.00 � ) z ' II � �� � � � G � ) O �_� O I Plot Date: 3/14/20144.00:00 PM ' — — I � i� � _ Drawn by: SMVV/ZRW , '� , � I !!� ,f� � — � � _ -- � ,� � , 2 5 � � � f 2 �, � � � �� 3 � 4 % � � � � -- � q � � CLEANOUT. � � PROVIDE TWO-WAY � � � � 6 ( �- u, _� ; ! 3 �� �; , _ _ _ � � � �-� Date Issue Description � � �------- � � � ( � a ,;;----_-���,' o � � -� 4� o ______��, , ° � -� 1 s°w, i.E._$oss.��. 01/29/14 Design Development STACKED GAS METERS, r_; � �' � o ° ___ ,�� o �� `� ` � � o ,--- o � 6 � � RE:CIVIL FCT. LJ� ---- 24 TOTAL. � � `-" _ i �" � , � - - � ' ' __- �° - _ ` 03/14/14 Bid and Building Permit � _ - � � , � W � u - 'll , r- ; -- � � I � � " I �� I ii -- � - - � � � I - W �' 2— .- I � � 4"DCW TO BUILDING FROM 04/10/14 RCVISIOII 1 , C � ; - - ,--------�' :� - I � � � ,� -- , iA -- - i _ I � CIVIL. ---- 09/26/14 Bulletin 2 ; __ - - COTG ^ I " _ � - - � q �_y _. - — 1— 12/15/14 Bulletin 4 � , , �- , � = --- � �- � ---- � � I� � m -- o o -+ ___ '� �-- - --+-- � I I \ / _ 4"FIRESPRINKLER , � � � i � � - - .� �'-`- a � _--- _ � , � ��`-- ; � ( � ' L _� _I �_ � � II + � � �_,° � _° F , \/ F � SERVICE TO BUILDING. 01�20�15 BU��2t111 5 - I � �� � � F '' UH-2 �- RE:CIVIL FCT. P , -- Q o � RE: M401 FOR TYPICAL 2 �� � '�' � ± 1� ' � � � � 3 BEDROOM ACCESSIBLE � 2 � I a o P � J � � ° p 0 0 �� � 9 �/ UNIT LAYOUT. � � — — � 0 ��� 4 ; � ����" �O� � � � i � � 4 O O � � ' � � � �� $ � ��. _ � DOMESTIC WATER&FIRE � SPRINKLER ENTRY. � ' � �� ' � � � � P P1 � � ' 4 � i � � UP � 3 � �� �. � Ir... .. .. ., U� . P � i I p � P � � � P9 2 FIRE SPRINKLER LWE TO FIRE � ,P-"�L�CF � � � 1 � � 2 � � � ` � P PROTECTION SERVICE BY DESIGN � ��F ' S I AIRS - � - STAI RS � BUILD CONTRACTOR. '�� !�;�� � , 7. �.,- , � � �1111 � � � 111 0 � � ; -�AT�� ' ROUTE 2-1/2"DCW IN MAIN 35 � �' ' 2 �`�Df�00'�� 2 BEDROOM ` � ' 2 L ED�;OOM �1101 CHASE WALL TO RISERS. ��, 1.�. ,� 2 BA1�� CUH-1 2 BATH 2 BA�i�H ��' '� ��' �� � � � CUH-1 � � MODCL A ��`��dNAL������ 1107 1105 � � 110'� �� � TYPE A —, „ � --- - , -. � � � , MODEL CF� � � MODEL C MODEL C � � �` -�1—I� — � , � _:�r � ,I-1�7:_ —� �, 'L . u �; A � � A , � ' i , Sheet Title , � , , , , � � - _. � ` � BLDG 1 — F1 & F2 RE: M401 FORTYPICAL1 Mechanical Plans BEDROOM LAYOUT. RE: M401 FOR TYPICAL 2 BEDROOM LAYOUT. BLDG 1 - 1 ST FLOOR MECHANICAL PLAN sheet No. 1 SCALE: 1/8" = 1'-0" M111 5 ( 4 I 3 ( 2 I 1 5 I 4 I 3 I 2 I 1 � NOTES: . 1. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTWG, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.)MUST BE COMPLETED BY REAL ESTATE �i i _i. � 7_ � i ° NSTALOLATIONS.OR PRIOR TO THE START OF ANY DEVELOPMENT & I 2. AVOID ROUTING DUCTWORK OVER ELECTRICAL MANAGEMENT i � i � � � � � ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 CONTRACTOR. ZOO N. MAIN STREET I I I 3. RE: D/M501 FOR CLEANOUT DIAGRAMS. /-; --�. _ _ _ � . _ OREGON, WI 53575 4. RE: B&C/M501 FOR DOMESTIC WATER ENTRANCE ; 2 BEDROOM � _ ._ � 2 BEDROON _. -_ , ,_q 2 BEDROOM � , � 2 BEDROOM - DIAGRAMS S2aI ; ,, _ � ; ,: ._, ;, ,.: � ;: �: D 2 BATH � � � 2 BATH � � �� �� 7_ BATH � � 2 BATH � D 2202 2204 2206 2_208 5. RE:A/M501 FOR FIRE ENTRY PIPWG DIAGRAM. �� � MODF I_ D MODF! D � � � MODFI C MOD�L F � 6. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY � � � � SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON � � WASTE,VENT AND STORM PIPING AS REQUIRED BY � � � .- CODE AND FOR REASONABLE MAINTENANCE BASED ' P ` ` � 3 � �� � ON ACTUAL FIELD INSTALLATION.COORDINATE � � � LOCATIONS WITH ARCHITECT/ENGINEER. � _ � � � . � ,. � � � � 4 , � � � � � I� 7. PIPING ON EXTERIOR WALLS OR PRE-CAST '� � � � 1 �}II , � � 4 � � CONCRETE WALLS TO BE ROUTED IN FRAMED WALL - � — !I I= ,! 1 � DN 4 =_ O �- � ' P � I I- i i, , DN T I 4 � � ON INTERIOR SIDE OF INSULATION. � ' '_�, � u � ' , '� i��� �,�,-� 2 O O C�O p � 2 � ���, � P O O � O O P � � P 8. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE � �i i I� � o e ���' � � 0 3 � i ii � � � 2 o e � a o 2 � 1 FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. '� �-;� I� C � '� - — � '' onsu tant � � � � � � _ TRANSITION TO STEEL OR COPPER. PROVIDE FIRE - --- '� � --- �.- _- i i' 1' � - ,I o I i I, � ` ��J� e e � ° o o , i L I�� _ r � � � � � RATED ACCESS PANELS TO FITTINGS. � � � � _ _ __ _ ' � ' - � � n { h - �-- I� � 0 � �L°J � - �� --- ��' �;i�� - 7 ` � � --�� I -- -�T��--1- ' �� -I� ° � _ { V � �:� L _.. � _-. - — � - , o__ - I __ � _ �0 1 o a ) o �� J 9. ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN � 0 0 -- J ° --- , --- �� � � �F-�-F ,� �,�, �--� -� � � o o I� --�+ ' � +---I�-- - '� `� � (�� CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH EAUDIN L � �� --- _. . �i ��, �i `__— I I i L J L — — — � ; �� —�- �� � _U/_ � u �� � I � — + o - � � � + 1 �� � �- _ r �, + 1 - � , ; ACCESS PANELS IN HARD-LID CEILINGS. G ANZE / o p � 4 -� � �� , � 2 � � I � 2 � i � _ � 0 0 a o � �� �V�� 1 � � o p __ I a o 4 , Consulting Engineers, Inc. � � � , 6 � �O 1 � � � � � __ _ O 0 � 0� I� I II � - Vail: (970) 949-6108 COPYRIGHT 2014 II � ' II II II � Denver: 303 278-3820 I� � STAIRS �i i � � � i � ' � � � � 3 ( ) ProjectNo:9443.00 i � � P � �4 STAI I� ' 1 \� Fort Collins: (970) 221-5691 �� P 2210 — 2 UP �- J Albuquerque: (505)323-9070 � � UP � � � � 2211 Jackson: (307)739-3944 � www.bece.com � � � � � � FLAG NOTES: 1 ���DROOM � ` �' ' i BATH 1O 31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF 2201 2 BEDROOM ` � � 2 BEDROOM 2 BF_D� �� VALVE AT UNIT. RE: M401 FOR CONTINUATION. ROOM 2 BATH 2 BA�H L BATH MODEL A � I2203 �°' �� �� 2205 2207 �� � 31 CSST GAS RISERS TO UNITS ABOVE. i � � i . � .� :, �i 1- = 1 ' MODFI_ C �=1 r` t'- { �;- : MODF! C ` p ' MOi>�:I. � ' O COORDINAT ON OF PIPING ANDOVENTING IN MAW i C I �, N � CHASE WALL,TYP. C � N � M 4 1-1/4"DCW TO UNIT. PROVIDE MANUAL SHUTOFF � \ w T 5 � k � x O DCW ROUTED AROUND STAIRWELL PERIMETERS& � � � M � PIPED WITHIN UNIT SIDEWALL ASSEMBLY. � , , N , W � � ��=� 6 1"DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE � � AT EACH UNIT. � � � � � � W 0 BLDG. 2 - 2ND FLOOR MECHANICAL PLAN � � � � 2 SCALE: 1/8" = 1'-0" � � Z ^ � = N W `� _ � > 5 Z ° o � CSST GAS LINES ROUTED IN CEILING JOIST SPACE TO FIRST FLOOR UNITS AND RISER LOCATIONS. � � (12)TOTAL SHOWN AS STACKED(2)HIGH. FIRE FIRE CAULK DCW • CAULK ALL PENETRATIONS OF HARD LID CEILINGS PENETRATIONS OF � � � AND WIA WALL ASSEMBLIES,TYP. BARRIERSS AND � O � a o a_ _ Q N � '� � i � a � , , y , , , _ , . , a � , ,, ,, � 1 �. . � � , �:- 5 , � �. _ ,. �i �� 1 � �� � . �i � �o� � , � ; ����,� ��v i � � ��TH _ � � _ � �Ar-- z � �r��o�� ` z ���i�ooM B BURIED 3/4"DCW TO � � � _ ��) G �2� � � � � � � � � ) G' �2� G� � ' B MAINTENANCE SHED � (2) G (2) G STACKED GAS METERS, YARD HYDRANT. i �2) G �2) rv �2� (2) G BGCE Project No. 9443.00 � 12 TOTAL. (2) G �=-r-�' �: MCDt � ��G „ STACKED GAS METERS, � � �'DF_ D MOD:! � 12 TOTAL � ` � ` 5 P�Qt �ate: 3/14/20144.00:00 PM � � - � � O - �=C 1/2"DCW AND ISOLATION VALVE � � � � , � � � � � � Drawn by: SMVV/ZRW DOWN TO SLOP SINK.WASTE ! , � .� - i_ � � � - � � - - AND VENT TO ADJACENT UNIT — � � � � � � - I I SANITARY SYSTEM, CDBBC. � � � _ � ���� � � 4 1 4 � 3 � _ — q � � P P � i � _ � �( 4 , , -, ' - �� � � ; ' � , ,_ '`�' Date Issue Description - - „ �.. P�� I � � �� 2 �� ) o , � ��o� P p 01/29/14 Design Development �o � � o � [ � 5 � � o r � v � � � � � 2 0 �' ________ � 0 2 � � � 1 `� �3�14�14 glCr dllC� gUI�C�lllg P2fllllt � _ --�- � -- _ __ �� � � � _ �;; � 0 II Pg - _ � -- -_ � � , , --- � 04/10/14 Revision 1 1 � � � � , � � � , 3 N � L - ' - � � � , � � � _, ; - = ° -- � "� � � °-��r-° -- � � � ° ° � ' — °-�°- r-- _-_ —� °-�°- � —t � I � � � � 09/26/14 Bulletin 2 � ; o ♦ I; , I � � .� � N _�,I; � __ _ __ �, _ u — 12/15/14 Bulletin 4 _ - ' a� � _ � " ' � --- -- ' p / / 5 B Ilt 5 � I� �E ---- - - - _ -1--J +--�-- --- � � �� - - ° � � � -- -- --�--+ ---- a� +-- - - - --- � �� 1 20 1 u e in V� � � � i �— i i °)� � i I. � I ,� - ; 6, � � i � � � — � , i � — DOMESTIC WATER AND FIRE W � -- W � � - � � �� � � � � � / \ I � e I I h___ � I i \ i7��• I I 2' P o i i � SPRINKLER ENTRY. ROUTE 1/2" F � �i � I ), � DCW W MAIN CHASE WALL TO x � � g �.� �i �, o P � ��� � � �� 1 0 � � _ a o RISERS. r � . � �9 � I -- O '�' _ C�O lr r li�]1 q i - �� � , � � �� �� �- � 4 � � 4 � � � , � � I��ll����ll�, Ol p� � � — j _�--_ C v � �� � � � � � � � �� 4"DCW TO BUILDING FROM � ��p - � I I � � ,P:--����CF CIVIL. �� !� ` �� I �� RE: M401 FOR TYPICAL ,'� � �� ��FQ 4"FIRE SPRINKLER LINE TO ' ` � � � 2 BEDROOM LAYOUT. n,� BUILDINGFROMCIVIL. 1 BEDROOM � STAI�S � - - SI ,�I�S � � ,{� � 35 � �; � 1 BATH 2110 2 BEDROOM � � 2 BEDROOM 2111 2 BEDROOM� � �� � •-- 1"CW TO IRRIGATION SERVICES FROM 2101 � ' 2 BATH ` �� '����� • �� CUH-1 2 BATH 2 BATH �' �� � D ED METER IN FIRE SPRINKLER TY°E A � � 2103 ' 2105 CUH-1 2107 � ��',S'/� ' "�NC��� ROOM. BACKFLOW PREVENTORAND MODEL AA � � � � �NAL E _ METER PROVIDED BY OTHERS,CDBBC. ,.1—�r� r � �i� �- .. ' �I M 0 D E L C IU 0 L L L C � -I—��—� �!-1--1-i � �'U 0 D'�=i_ C; . �� �� ,� � FIRE SPRINKLER LINE TO FIRE � � � �� � � � � � , , _ �� �z ��. !� r« �� � : � � � i � ,� �a q PROTECTION SERVICE,CDBBC. � RE: M402 FOR TYPICAL 1 �� �!� � � � Sheet Title BEDROOM ACCESSIBLE UNIT LAYOUT. - - - � � �� �� i 6"W, I.E.=8097.8'. �.o.T.�. RE: �i�i�F�T. BLDG 2 F1 & F2 - M ECHAN ICAL PLANS � 1 BLDG. 2 - 1 ST FLOOR MECHANICAL PLAN sheet No. SCALE: 1/8" = 1'-0" M121 5 ( 4 I 3 ( 2 I 1 5 I 4 I 3 I 2 I 1 � NOTES: , , 1. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTWG, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.)MUST BE COMPLETED BY REAL ESTATE THE CONTRACTOR PRIOR TO THE START OF ANY iNS-rA��aTioNS. DEVELOPMENT & � � 2. AVOID ROUTING DUCTWORK OVER ELECTRICAL MANAGEMENT ` � � � ROOMS OR ELECTRICAL PANELS; MAWTAIN N.E.C. i � � CLEARANCES.COORDINATE ROUTINGS WITH DIV. 16 , � � CONTRACTOR. Z00 N. MAIN STREET , ; 3. RE: D/M501 FOR CLEANOUT DIAGRAMS. QREGON, WI 53575 � � ._ ,-� �� � B�DROOM ._- �. . 4. RE: B&C/M501 FOR DOMESTIC WATER ENTRANCE S2aI 2 BEDROOM � �� � � � � DIAGRAMS. p 2 e A Ti-� �- 2 Q A�i-� � p 1 BEDROOM � �� �� � 1 BEDROOM 3205 3203 � , 1 BEDROOM 5. RE:A/M501 FOR FIRE ENTRY PIPING DIAGRAM. i BATH — 1 BATH ' 1 BATH 3209 32C?j �� MODEL C MODEL C�' 3201 _ 6. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY u � SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON � MODEL A WASTE,VENT AND STORM PIPING AS REQUIRED BY MODEL A MODEL A CODE AND FOR REASONABLE MAINTENANCE BASED � " � � � � � � � � � � � � � � ON ACTUAL FIELD INSTALLATION.COORDINATE ' � � LOCATIONS WITH ARCHITECT/ENGINEER. f �� � ��� � UP �i UP � � �� � _ ___ � � � - I [ ____ - , � ___ ;.. i � i � �. � � 7. PIPING ON EXTERIOR WALLS OR PRE-CAST --� � � � ° � ' � ` i � � CONCRETE WALLS TO BE ROUTED IN FRAMED WALL - ---- O � � � � � P il u ii i 1 ' 1 - � � � 1 6 ON INTERIOR SIDE OF INSULATION. � i i I O O ---- i C�O ------ i p �� q � �� P 4 � ' ---- �� � _ ;; --�--- � 1 �- --�--- � � O O __ ___ o e I a o �t"� � � p � __ __ 0� p P 8. PEX PIPWG SHALL NOT BE ALLOWED TO PENETRATE OO O� 2 � e --°°- = a o � � OO 3 � �� OO O 2 � t - � '�'�� ! � 2 �� OO 3 �i_I 1 � __-^ ''� a o 2 � OO 3 � 3 FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. 3 - _ _ ' - '� � � --- _ i ; � - ! � _ - , ___ - _ '� � T� - - L TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL Consultant I� � Ii -- -°__°_ t - t__ _°__°_ +___ � � � ° O ° ° � __ � ° t ' � ° t__ ° � OR COPPER AT PENETRATION AND PROVIDE FIRE , L o ;i ' o 0 i � _ � � � , � � J � ` � � J �1 � -- J � � � � � RATED ACCESS PANELS TO FITTINGS � � _ _ � � �--- - -- -- - " �' � � -------- ur�00 tX�00 ------ OOtX� - - OO�x� �� �_ —. tX�00 . ° � � I I -- ° ° � � = i �-- -° -° I 1 ° I � --- I --- �-- I ° - �-- I , ° 9. ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN EAUDIN �. .. _ _ _ _ � ) � , �-- � _ i � __�D�___ -- � � � � � _�- � ---- � � �,, � � _ , �-- � � � B _ I.._— . _— � — � __ 1 '_-'- I ii ii — ili 0 � � - - � � o �------ -� ' — - - J : � � . � � �� � � - �� �s�iN accESS wiTH �ANZE i _. � p _ __ _ _ ______ _ CEILIN IBLE LOCATIONS,OR / �� i' � 5 3 I AIRS ___I a o � ' 7 3 �� 5 3 � o p ---- i a o � 5 3 � - , " �' � 5 3 � , ACCESS ANELS N HARD-LID CEILINGS. ----- � _ _ _ _ � 3214 � ------ I ------, � I� � 00 � O� '� O� - S��I�AIRS '00 �� SIAIRS "- " a � � �_ i _ _ , , � - /'�, _-- � , 3%�3 l �� 32�2 ' o Consulting Engineers, Inc. � ��� II II II � _ � II I II II O I . l C Vail. (970) 949-6108 COPYRIGHT 2014 � � � - D N O � ` J - �_ I I[ II lI O � i � ` � � I Denver: (303) 278-3820 project No:9443.00 � � � � �� � � � � � Albuq�e�rqu�e: (505)323-9070 , � , � Jackson: (307)739-3944 � � � � I �' , �_ � � , ��' �% , -' -�� , F LAG N OT E S. �'�'�'bece com , - , , , 1 F�EDRGOM 1O 31 CSST GAS RISERS TO UNITS ABOVE. 2 ��-D1200M 1 BATH 2 BEDROOM 2 3FDROOM 2 �r DK�OM � 2 BATH 32�g , 2 BA�TI-I 2 C AT�I �� � BA1�;� �� �2 37 CSST GAS RISERS TO UNITS ABOVE. 32"10 � 3206 3204 3202 - 31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF ; MODEL D �� MODEL I� MODEL D UIODEL D , MODEL C OO VALVE AT UNIT. RE: M401 FOR CONTINUATION. � � � , ,, _ � � � � 37 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF C �� � � � � ' � �� �� �- ���� � � �� VALVE AT UNIT. RE: M401 FOR CONTINUATION. C , W � � 1-1/4"DCW TO UNIT. PROVIDE MANUAL SHUTOFF � � - � � � O VALVE AT EACH UNIT. (/� � RE: ENLARGED MODEL PLANS FOR EXTENTS& � � � — ���� � � ��� [� I � O COORDINATION OF PIPING&VENTING IN MAIN � � ° � CHA E ALL TYP. � � O7 DCW ROUTED AROUND STAIRWELL PERIMETERS& � � M� PIPED WITHIN UNIT SIDEWALL ASSEMBLY. � � W � 0 � � cc O Og 1" W U IT. RO ID MA UAL SH O VA VE � � A EACH UNIT. � � ^ � � 2 BLDG. 3 - 2ND FLOOR MECHANICAL PLAN (,/� W � � SCALE: 1/8" = 1'-0" Z � o � O �- • � RE: M402 FOR TYPICAL � � � 2-BEDROOM � � OM O ACCESSIBLE UNIT � w � LAYOUT. N - a � R — a / A � - � - i � � ���� � ,� �, . � -- �, � a ; _ � RE: M401 FOR TYPICAL / . L�. — \ �. ..��� � i � l - `� BEDROOM LAYOUT. i , ; _ -_ _ 2 BEi��COM �� 2 F-���OOM ; - �l � 2 BAT�H I 2 BA���H � B 1 BEDROOM` �� �� � 1 BEDROOM 3105 3103 �� � 1 BEDROOM� B 1 BATH � � 1 BATH �`�PE A 1 BATH � �31a9� 3107 � �� MCr:�EL CA MODF�_ C �' � 5;�� ' FIRE SPRINKLER LINE TO FIRE BC7CE {�r0�2Ct NO. 9443.00 CUH-1 CUH-1 CUH-1 PROTECTION SERVICE BY DESIGN � ,�, , � � BUILD CONTRACTOR. PIOt Dat2: MO'�����L A .�� MODEL A _ P i I, MOI�cL A 3/14/20144.00:00 PM � S� AI�� ` � � � ' STAIRS ` � C I AIRS ` ROUTE 2-1/2"DCW IN MAIN praWn by: cJMW�Z�w g 3 � � " P� � CHASE WALL TO RISERS. —r� � ., ,�.�_ 3114 �P -�,_.�-� 5 / UP 3113 —, rII 3112 _ P11 � � � _ 3 --- $ � �� � �� � � � — 4 � — -- � � '� �-- - , � 8 � � � � W H � -- � . � � � �-- J ' � � - . 3 r ------ � p � ^ -- - � II -- -- �: - ' DOMESTIC WATER AND _ � - � \ - �'� FIRE SPRINKLER ENTRY. Dat2 Issue Description T � i �� � o O , �O o �" � � '� � ' -- � o o P � �� � �� I o o �� 3 o I�i, � ,� / 01/29/14 Design Development STACKED GAS J�-� i ��, „ i i (� � i P �` � -- _ , � 2 ` 5 3 � _ _^n i P 3 ( � i 1 K� � ,� u _ M E T E R S, �2 — ° e �� ;� a ° — � 2 � i-= � ' � ` O O � - � a ° 2 O J� � ;, F � 03/14/14 Bid and Building Permit _ � � � � � � ToTa�. � - - � _� � J '� __ ;; � L �—__-�; , �r I _ �' � -- fl, � L �- -- —1 �% -- ' � - % - - /\ _ 04/10/14 Revision 1 � � ° , � I- , -- -_ � � � � � " -- � � i� �I ��� ( � 3 1" �4"FIRE SPRINKLER SERVICE � u � --�-�-��1 --1- � -- 1�1- - � � �� � ii ���!� �_= d —-���.�-�-- i � � 0 � -__ - __�_ _�.i� �_�--�� -— ii A � / \ � � � ,� �` � � 09 26 14 Bulletin 2 ___ � -� � ( 1 b ; �� - ` 1 =� � - - - d ' � - ' . `i TO BUILDING FROM CIVIL. , �_ - _ _ 0 I�° 12 15 14 Bulletin 4 __I _ I __ � � i,_ , __ r � ' �(�- o�� - — -- ._, . , , -- � - - -- — ( � e. P 1-- o .� —" � "� v v A _ v _ i / / � � �-- . o o � _ �� � ' , � � � � � - -� � __ ", +-- - � ' _ , � , -- -';� -- o o - -- ' � 01/20/15 Bulletin 5 _ � _ � ° J � � � ---, � luul,: � . � -� � � , �L � , -- a � �-- � �� -- � _ ��: __ � � 1 � �- - 4��DCW TO BUILDWG FROM e - . �_ � - -�-- , � . � , � � � i. _ � , �� � � ° � � 1 �U � --- � � �� � ,� � � __ - � civi� . � � i_� , . __ � � _ � i � �� � -__ - ; ,� � a — � � � - _ . = a.n � i / i � _ � � _- � � � � , � . , , ,� - , , ` W � � W � � � �� � � W � � � ' 5 � o O , d =__ ,O O P�� � O O ��___ ��9 �O O � � � ___ _°' o , _ , — 1 _ 5 P � � ' �� _« � — �[II��J] � ' ------- � 4 5 _ _'� ���--- ---� '. .� �i ii i p ------ c i�llWllll 1 � �'� � _ - . — , ) � � � ,; $ � � � � - � r- 5 - - � 1 � ' ii � ' � ` � � � - - - -- � e � � � � � � 3 � p�°��:� � 4 �� - - - 1 I , _ 3 l � � 3 � i. �. __ - - -- pDOtl�F I ' - ' . ___ .._. _ � . � 3 �,,- '� '<oF �`,J � � � � ����ooM � ' ' �- ' �' �'``�o - - � � , ��T� � - =� O J.� - �•, I �2� G STACKED GAS METERS, 35 1 �� O �`fl8 � O 2 G �2� G 18TOTAL. ,..� • I� �2 � ) ;M � � 2 ` OOM 2 G 2 BtD ��� . 2 G = � i ��'�� �'Z�'�J ,%�� I (2) G _ �_ I �L 2 G �2) G 31 �I O��c$'` --- '���� � ) ' � �OD!_L B 31Q6 � 0 .. � . � �2 G 2) G, 2 ' I 2BEDROOMRAYO TAL S��NAL EN�' I :� � � � ).-:..�. �: .. - U�ODEL D � „ _ —' - MODEL D � , � MODEI D - . MODEL C . - � —._.._ � � � �. , _ \� - J—�I!C A C.O.T.G. A �� ' Sheet Title � I-! ; CSST GAS LINES ROUTED IN CEILING JOIST � � �- � � � � � SPACE TO FIRST FLOOR UNITS AND RISER FIRE CAULK DCW i (O HIFlGHO. F RE1CAUOLK ALL POENE RATIO SKOF� 6 LDG 3 F 1 & F2 PENETRATIONS OF ' ' - HARD LID CEILINGS AND W1A WALL 6"W, I.E.=8090.3'. FIREWALLS AND BARRIERS. (12)CSST GAS LINES. PROVIDE TRANSITION ASSEMBLIES TYP., RE:AR�H FF�. M ECHAN ICAL PLANS FROM CSST TO EQUIVALENT SIZE STEEL PIPE CSST GAS LINES ROUTED IN CEILING JOIST FOR PENETRATOINS OF W2 WALL ASSEMBLIES, SPACE TO FIRST FLOOR UNITS AND RISER RE:ARCH FFI. GROUP STEEL PIPING AND LOCATIONS. (12)TOTAL SHOWN AS STACKED PENETRATE THE ARCHITECTURAL SHAFT ON THE (2)HIGH. FIRE CAULK ALL PENETRATIONS OF SOUTH END OF STAIRWELL 3112. FIRE CAULK ALL HARD LID CEILINGS AND W1A WALL PENETRATIONS INTO AND OUT OF THE SHAFT ASSEMBLIES TYP., RE:ARCH FFI. BLDG. � - 1 ST FLOOR M ECHAN I CAL PLAN AND PROVIDE FIRE RATED ACCESS PANELS AT Sheet No. 1 CSST TRANSITIONS. SCALE: 1/8" = 1'-0" M 131 ROUTE DCW IN WALL ABOVE DOOR HEADERS,TYP.SHOWN 5 ( 4 I 3 ( 2 OFFSET FOR CLARITY. 1 5 I 4 I 3 I 2 I 1 � t REALESTATE 0 0 0 0 o DEVELOPMENT & , MANAGEMENT , � , � , � - � , - � � � � - �- - � 200 N. MAIN STREET � , __� OREGON, WI 53575 -- p _ 2 BEDROOM �� • , 2 BEDROOM �� _ `� 2 BEDROOM � 2 BEDROOM � � 2 BEDROOM � S2aI r_� _. � o 2 BAII-I � � _ �� - 2 BATH _ 2 BATH _ 2 BATH 2 BATH ����>>�� �� � 1 BEDROOM 42Q7 �,�7_05 �4203 4201 � 1 BATH ��MODE�_L C 4209 `�MOD�L C MODFL C ' � � MQD�L C MODEL C � � MODEL A � r � � � � i � i � � i � � � ��; .. 3 ' ��� - 4 ,' � � _ ���� ' , _�� .�_ 3 ,' ' ,� � � � � 5 � 8 �� ��_, I 5 �P �� 5 I � I ` ,f � 5 � - U P 5 � ` � � � ' � � � �i ^ I � I' I' � � '/ � � \ - � �� � i � �� � 0 � � - _ _ � �o —�, � , i 0 � U � oo �oo �_, U O . �� : � � o0 00� -= 0 ;_ , k0� P oe � 0o P O � � P o �e �' ao P �� -� � P o �e ao P � 3 � , ' z , � ao � � , � z � z 4 ��� _ , , z � , � � , - — � � � '� � � � - � � - � Consultant - - ' � ��� �; � T -- __ � - � --- � --�. - -- -' - - - - � ' - -- ; _.� -. � �, � _ , � l— _ ` � � e o f I�� o --- ��� �� o � � e p e � � _ � __ � � � � �r �; 6, ' -�-� �� �--� �' � - _- _, � --�-� ��--�--� �� ��� � � � � � _ _ ' --�-� ', +--�-- , � � � __. � � � j �� ' o _ �noo � oax� � , �x�oo oorx� �x�oo - `_�_ a� __,._ � . - _ �__.�r�_� U D I N �__.. _ � - � - - --- � --- ,�-- �� � - � --� �'�,', -�-- � - � � � � o o � -- o o �--+- � �-- - - �-- --- _ � � o _ � - -- - -- - ��--��-� - �-�--�[� - ��' -- � . � _ _ _ _ EA t � � - � � � � ___ _ NZE __ � � —— � � � I.� -- , �� � , � --- — ,_ _ � � _ _ . i --- , , , � ---�� � � --- � � � NOTES. � � a � o o � �A / � . , , , � � � � � _ _ . � op ST�iRS '��'� ao � ' `� � � op � ao , �� op � ' Qo� , , , , , , Consulting Engineers, Inc. O O q 2�E � O O � � � � �� STAIR � 0� � � � � O�J TAIRS O O � 1. CEILING COORDINATION OF ALL MEP SYSTEMS � 421 5 i i , � Vail: (970) 949-6108 COPYRIGHT 2014 g � li II � � � � � � 5 I ]I.I J � _ _ � 4�14 �. _ g � (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, Denver: (303) 278-3820 projectNo:9443.00 DN � I � � _ �N �� 11 . � � - - � DN 6 � FIRE PROTECTION, ETC.)MUST BE COMPLETED BY Fort Collins: (970) 221 5691 � $ 3 � — � � I 5 4 � � I 5 3 � Jabksonr ue: � � � THE CONTRACTOR PRIOR TO THE START OF ANY q (505)323-9070 � (307)739 3944 � i i � i �' �' � � 3 � � 4 � �� 3 � � j � INSTALLATIONS. www.bece.com P � -- �,,, � P � - P � � 3 �� � 4 � � P � � � � 1 � P � 3 � 2. AVOID ROUTING DUCTWORK OVER ELECTRICAL 1 BEDROOM � � � , � � g�������M ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. 1 BEDROOM � �_ 1 BATH CLEARANCES.COORDINATE ROUTINGS WITH DIV. 16 1 BAIH 1 B�IH 4212 i� 4�210 ��2 BEDROOM 2 BEDROOM�� ��2 BEDROOM �202 CONTRACTOR. � 2 BATi+ 2 BATH 2 BATH 3. RE: D/M501 FOR CLEANOUT DIAGRAMS. MODEL B ' �' �� MODEL B �4208� �206 4204 ' �� N���� Q � � 4. RE: B&C/M501 FOR DOMESTIC WATER ENTRANCE A A . 1� -i�_ � 1� �e: � - o �' o� MOD�L D `� �' MODEL D d MOD-CL D ' � � � �� 5. RE:A/M501 FOR FIRE ENTRY PIPING DIAGRAM. � � 6. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY W � , � SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON � � � WASTE,VENT AND STORM PIPWG AS REQUIRED BY � CODE AND FOR REASONABLE MAINTENANCE BASED � o � o � �' � � o ON ACTUAL FIELD INSTALLATION.COORDINATE � ` ^ LOCATIONS WITH ARCHITECT/ENGINEER. O � � o I I o 7. PIPING ON EXTERIOR WALLS OR PRE-CAST � � CONCRETE WALLS TO BE ROUTED IN FRAMED WALL � M� ON INTERIOR SIDE OF INSULATION. Q � O W 8. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE � � � O FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. TRANSITION TO EQUIVALENT OR LARGER SIZE STEEL � � OR COPPER AT PENETRATIONS AND PROVIDE FIRE ^ � � ^ FIRE SPRINKLER LINE TO FIRE RATED ACCESS PANELS TO FITTINGS. � (� •� STACKEDGASMETERS, BLDG. `i� - 2ND FLOOR MECHANICAL PLAN PROTECTIONSERVICEBY � 18 TOTAL. � DESIGN BUILD CONTRACTOR. 9. ALL VALVES SHALL BE INSTALLED ABOVE DROP-W � SCALE: 1/8" = 1'-0" CEILINGS IN ACCESSIBLE LOCATIONS,OR WITH � � CSST GAS LINES ROUTED IN CEILING JOIST � 0 O SPACE TO FIRST FLOOR UNITS AND RISER RE: M401 FOR TYPICAL ACCESS PANELS IN HARD-LID CEILINGS. LOCATIONS. (18)TOTAL SHOWN AS STACKED 2 BEDROOM LAYOUT. (2)HIGH. FIRE CAULK ALL PENETRATIONS OF RE: M402 FOR TYPICAL 1-BEDROOM � � HARD LID CEILWGS AND W1A WALL ACCESSIBLE UNIT LAYOUT. O � Z ASSEMBLIES TYP., RE:ARCH FFL - P1 3 � 0 0 0 0 0 0 � � � O � � � I —1 � n 2 W i _ � i � i � � UH-2 P11 a N ;� I p �- � � � � I I I S��I I I �I�/ DOMESTIC WATERAND � `� FIRE SPRINKLER ENTRY. � � , C� T� : .": _ i __:_ � /\ F_�� � -- � ; ' '. _ ;�-:' _ : � � � ` � / \ 4 FIRE SPRWKLER SERVICE � 2 BEDROOM � a _ � �� 2 BEDROOM i � 2 3,-�RCO�f �- o . � 2 3EDROOIV i � q � 2 �CDROOM TO BUILDING. RE:CIVIL FCT. '� � � `� - T ' ' _ � 2 BATH ' 2 BATH - DA I�I � ' �� � �� 2 BATH � ,.,„ STAIRS � 1 BEDRC�OM `�����. jTAIRS 4105 4103 c 4101 CIVIL.WTOBUILDWGFROM � i �T/�I�'S � = ' 4116 � - ' 1 BATH ��� 411 5 � � L 1° B , � ' , , _;... 41 a9 � MODEL C � MODEL C � " � � MOD��[ C 411 4 MODEL C � ROUTE 2-1/2"DCW IN i� i C H-1 f YPE A � P CUH-1 � � P ' � � CEILWG TO MAW CHASE B 1 CUH-1 3 _I _ WALL. ROUTE DCW IN BGCE Project No. 9443.00 � P M��EL P,A � � � � ' N N � MAIN CHASE WALL TO 4 P P P RISERS. � i� , � � 1 - �� i � �� 1 � � 7 � � � P�Ot �ate: 3/14/20144.00:00 PM � � � � i � , � -- Drawn by: SMVV/ZRW I _ .�. _ � 3 _; 1 �p � 1 i 2_ 2 �� 2 � � ,�_ 1 �p 1 � _ � � , � �� � � ' i � ' i I � ' i � i � ' i � � �,1 � il I 5 ��. � � T � $ � ` �-� ii ;� II 5 � ' ' � 5 �=i-- ' � � 5 _'� � ' 5 WASTE AND VENT TO i i � II I I ' OOi � I II li O�jli �O I �i , , �, � - - - ` , � � , i � - MAIN SANITARY SYSTEM. iC� P o � � �I, -� P oc��� ao P � � � � a � CONTINUATION DESIGN `��'� � � � -�, [ �� � 3 � � ��� � � � � � � � � � � � � � � � ' � y � � � � � BUILD BY CONTRACTOR. �ate ISSU2 D2SC1'Ipt1011 � ���- ; � io i � � v ' � � T � , � � � - -, , � �� �� � , -- � t ��_ _ _ � � t ta , sign opm ' � _ _: --- � -- � - - __ � 0129 14 De Devel ent �� — -- -- ; -- ; ' , -- � � a� o ° � ' - � ° -� ---- ,� t--�!�__ -- - � � � _ � --- I --�-� _ t-- �'� - ---- e -��-� 03/14/14 Bid and Building Permit - - ; � - , r--�i-- � _ � � �- � , � �� �.._ � � _ � _ � -- - 1 , � � � �; __ _ _ __ _ � _ J , � ,, � � � i �, � � STACKED GAS METERS, C , � 0 � _ - - ---- ,� � , �� 18 TOTAL. 4�10�1 , ___ � --- - � �;J� � -- -- - �'�, I �� ', � --- _ , � , � � _�, � ' rrrt--��� � �; r�-� - �� — Bullletin 2 � ' � __..--- --- --- o � -- _ — y Ii i---a-.., , --i---�- o i % ---� �----i-- -- - --i----Fr-�- � � 1 � � -a_��_ -+----�- - -�----i +--- 9/26/1 P � _�� --- �,�� � R,- �� ', � � -- �— „ - �� � I- —,� -- � , ' ', UU -- ��� --- e� � � �1U --- ;� � 2/15/1 Bulletin 4 � ° ' _ , , � � �� _ - -- � ' � — 1 4 - �� ----� �---_ , 3 � p , ----- a o �� � � � o p � --------- � a o � � — W � � �;-� � o � - ��---- � � � 3 01�20�15 Bulletin 5 - , � � � • � � __ � � � � � � � � � � � � - � � , �0 ��__ ,�� Oo 00� � Oo �� 00 _ 00 ;; - ; � �� _ , �_. _ i I � 3 O 8 I i -�_ 1.: �I � g l i � 5 � - �__ � � 5 I�L��I..II_ � � - 5 I� g i M - i� � � - - i � � � � � � � � � - � � '_ � i 4 — I I � � ` � ` � � I I � � � i �� _O - ' � 3 �_ � � _ _ _ - � ,� _ �3 � � _�_� - FLAG NOTES: o0 , , , � � , � , c 1 BEDROOM � � � � i - -DROOM � � � � ' ` � �- 1 '� DROOM 1� 31 CSST GAS RISERS TO UNITS ABOVE. �.,-�� �<p� ,: n. 1 BATH � �2� G �� AT�I �� � 7 � � � � i BAT� � ' � � �`O z , 411 2 (2) G � "� I � �2l I O2 37 CSST GAS RISERS TO UNITS ABOVE. I �'Fn,`, �2) G �2� G F_DROOM 2 BEDR BF_DROOM (2) G 35 1 �� (2) G BA fH ' �A � i �2� G �2� G ,� `� � O 31 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF �- ; MODEL B �' , ' � � � ��� ��� 4108 � '0' (2) G ��� � - ��� G , � �- VALVE AT UNIT. RE: M401 FOR CONTINUATION. ���, �'Z,e7'��,,��� � � (2) G � F,S+ '�-_._--'G\� _ _ — _ :} f;. � / h. � ° MODEL D � � MODEL D b MO�-L � �� � O 37 CSST GAS TO UNIT. PROVIDE MANUAL SHUT-OFF S�4NAL EN 1 4 VALVE AT UNIT. RE: M401 FOR CONTINUATION. } � - � P _ I � �' �' O 1-1/4"DCW TO UNIT. PROVIDE MANUAL SHUTOFF A � VALVE AT EACH UNIT. A � 0 0 � � � � 0 6 RE: ENLARGED MODEL PLANS FOR EXTENTS& Sheet Title I O COORDINATION OF PIPING&VENTING IN MAIN FIRE CAULK DCW&GAS LINE - i' CHASE WALL TYP. PENETRATIONS OF � PROVIDE TRANSITION FROM CSSTTO � ROUTE DCW IN WALL ABOVE DOOR 5 BLDG 4 F1 & F2 RE: M401 FOR TYPICAL FIREWALLS AND BARRIERS. EQUIVALENT SIZE STEEL PIPE FOR HEADERS,TYP.SHOWN OFFSET FOR O DCW ROUTED AROUND STAIRWELL PERIMETERS& BEDROOM LAYOUT. PENETRATION OF W2 WALL ASSEMBLIES, RE: CLARITY. PIPED WITHIN UNIT SIDEWALL ASSEMBLY. M ECHAN ICAL PLANS PROVIDE TRANSITION FROM CSST TO ARCH FFI. FIRE CAULK ALL PENETRATIONS 5 SLOPE MAIN 6"SANITARY EQUIVALENT SIZE STEEL PIPE FOR AND PROVIDE FIRE RATED ACCESS PANELS PIPE AT 1/4"PER LINEAR PENETRATION OF W2 WALL ASSEMBLIES, RE: AT ALL CSST TRANSITIONS,TYP. O 1"DCW TO UNIT. PROVIDE MANUAL SHUTOFF VALVE FOOT DOWNSTREAM OF ARCH FFI. FIRE CAULK ALL PENETRATIONS AT EACH UNIT. BRANCH CONNECTION. AND PROVIDE FIRE RATED ACCESS PANELS ATALLCSSTTRANSITIONS,TYP. BLDG. 4 - 1 ST FLOOR MECHANICAL PLAN sheet No. 5 � _ 6"W, I.E.=8086.4'. SCALE: 1/8" = 1'-0" M 141 5 ( 4 I 3 ( 2 I 1 5 I 4 I 3 I 2 I 1 u � t � �j �\ l� OSA -I � - REAL ESTATE �`�X�� —' � HVAC NOTES: DEVELOPMENT & � ` ��� C \12x12 1. RE:Q/M501 FOR TYPICAL DIFFUSER CONNECTION. MANAGEMENT � � � �,/�j��� 2. RE:G/M501 FOR VERTICAL FAN COIL UNIT MODEL A UNIT PLAN IS A MIRROR OF � %/ INSTALLATION AND FIRE SMOKE DAMPER LOCATION. ZOO N. MAIN STREET MODEL C UNIT PLAN IS A MIRROR OF UNIT D UNIT B. REFER TO MODEL A FOR � AND SIMILAR TO UNIT E. REFER TO MODEL C MECHANICAL AND PLUMBING LAYOUT OF 3. RE: K/M501 FOR ROUND DUCT TAKE-OFF DIAGRAM. OREGON, WI 53575 � FOR MECHANICAL AND PLUMBING LAYOUT OF ALL SINGLE-BEDROOM UNITS. j ALL TWO-BEDROOM UNITS. 4. CEILING COORDINATION OF ALL MEP SYSTEMS Seal D � _- i i , : / (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, � � � � FIRE PROTECTION, ETC.)MUST BE COMPLETED BY � � �� I u'� �� THE CONTRACTOR PRIOR TO THE START OF ANY � � � INSTALLATIONS. � � - � i 5. AVOID ROUTING DUCTWORK OVER ELECTRICAL � � 4 A 1 5 g � � � ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. 9 9 � I , � 4 CLEARANCES. COORDINATE ROUTINGS WITH DIV. 16 Q4 _ - CONTRACTOR. ' � - - � � � 6. ALL SOURCES OF IGNITION ON MECHANICAL � � i ii EQUIPMENT SHALL BE MOUNTED 18"AFF. ' � 4 300 � �� 225 �i i Q i i 9x9 O 7. T-STATS AND CO2 SENSORS SHALL BE LOCATED 4 � gXg 8 i � i i NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. � i i L o � i COORDINATE WITH ARCHITECT&ELECTRICAL 1 -� - `�,,° � J ENGINEER TO MATCH HEIGHT AND LOCATION. Consultant � � 8. ALL DUCTWORK SHALL BE ROUTED AS HIGH AS � o � 18x8 ROUTED Lf � \� O � POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST r� 18x8 ROUTED SPACE WHEN POSSIBLE, ESPECIALLY WHERE TIGHTTOCEILWG \ � � � m BEAUDIN � � � TIGHT TO CEILING � : m m � 8 �� �� C° ° `° CROSSING OTHER DUCTS, PIPES,AND ELECTRICAL. � 8 —� � i ao � � o ; � j � , �ANZE � V �_� � i i 9. COMBUSTION AIR, FLUE GAS,AND DRYER VENTS � �� - _ T 2 � � � SHALL BE FIRE CAULKED AT ALL PENETRATIONS OF Consulting Engineers, Inc. ' i FLOOR SHEATHWG WITHIN THE DEMISING WALL. RE: � � , o � Vail: (970) 949-6108 COPYRIGHT 2014 `: � r� ��� � � � �i - � A501 FFI. _ _ � � � V�I-�-1 I Denver: (303) 278-3820 project No:9443.00 i I _ _ � �\ 1'� 50 I � Q Albuq�elrque: (505)323-90701 �i I� WH_� � � � B � Jackson: 307 739-3944 � ,�, ; � z4X�z _ _ PLUMBING NOTES: wwwegCeCOr,, � ' 0 6 ° ' _ ' � � � 1�1 � � � �o�_ _ _ � O � � � O 1. RE: i/M501 FOR CLEANOUT DIAGRAMS. � ; � i � p � r' I 8��� - i � O � 2. REFER TO THE PLUMBING FIXTURE CONNECTION � � � �� � EF-1 a � 2,Ox6 5 EF-1 � p � Og � 6„� � — � ' , F=� O SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. , 9 � �� if ��Ox6 � � EF-1 � I ; � � - ._ .. � _ , F-1 4 — � , � � - ,- - - - - � ---- - „ � • 3. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY - * - �� � °D � ; ; i i 'i'� � � I J i SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON I �I � �- ; - +-----+ -=- -- - +- ----- 10"0� �� n � i I X I �0"�d ' � WASTE,VENTAND STORM PIPING AS REQUIRED BY - .. `` - I° - - - - _�I -.. .------- I, ' ` o i 0 0 �' I I I � � I I ',; \ ' ` ON ACTUAL FIELD INSTALLATION.COORDINATE I ---- - --- -- ------ �p��� �� n � X 12"p ° \ / o I =�- - CODE AND FOR REASONABLE MAINTENANCE BASED � � � ! � � � � LOCATIONS WITH ARCHITECT/ENGINEER. � � i� __ � --------------- - _T - T � � ; — 7 � 4. PIPING ON EXTERIOR WALLS OR PRE-CAST W _ _ � _ 3"� COMBUSTION AIR AND 3"�a VENT UP FROM F-1 6 AND UNITS BELOW. PROVIDE CONCENTRIC VENT CONCRETE WALLS TO BE ROUTED IN FRAMED WALL � 6 3 �COMBUSTION AIR AND 3"�VENT UP FROM F-1 TERMINATION THROUGH ROOF RE:M/M501. ON INTERIOR SIDE OF INSULATION. AND UNITS BELOW. PROVIDE CONCENTRIC VENT 4"v� DRYER VENT UP THROUGH ROOF. 2 3"ra COMBUSTION AIR AND 3"�VENT UP FROM 5. TERMINATE PLUMBING VENTS NOT LESS THAN 12" � � ^ 4"0� DRYER VENT UP THROUGH ROOF. 2 TERMINATION THROUGH ROOF RE:M/M501. DUCTS FROM UNITS BELOW RE:N/M501. WH-1 AND UNITS BELOW. PROVIDE CONCENTRIC ABOVE ROOF. O � � DUCTS FROM UNITS BELOW RE:N/M501. 3"o COMBUSTION AIR AND 3"o VENT UP FROM VENT TERMINATION THROUGH ROOF RE:M/M501. � WH-1 AND UNITS BELOW. PROVIDE CONCENTRIC 6. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE � VENT TERMINATION THROUGH ROOF RE:M/M501. FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. � � M � 0 w MODEL C MECHANICAL PLAN MODEL A MECHANICAL PLAN 7. ALLVALVESSHALLBEINSTALLEDABOVEDROP-IN � 0 CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH � 2 ACCESS PANELS IN HARD-LID CEILINGS.COORDINATE � V SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" FIRE RATE ACCESS PANEL LOCATIONS WITH ARCH. � � Z � ^ 8. ISOLATION VALVES MAY BE SHOWN. RE: � CORRESPONDING BUILDING FLOOR PLAN FOR N � � � LOCATIONS � � > u 1 � � 0 9. RE: PLUMBING FIXTURE SCHEDULE FOR TRAP � �� � � GUARD. O � � Z � �, � FLAG NOTES: � 3 � � _ �'i--`� , _ J � � ° ��_ � O PROVIDE FIRE DAMPER IN VERTICAL SUPPLY DUCT � N � � � INTO HARD LID CEILING. MODEL A UNIT PLAN IS A MIRROR OF OSA DUCT ROUTED IN CEILING DOWN TO RETURN � � MODEL C UNIT PLAN IS A MIRROR OF UNIT D UNIT B. REFER TO MODEL A FOR OO AIR DUCT ROUTED BELOW CEILING. PROVIDE FIRE AND SIMILAR TO UNIT E. REFER TO MODEL C MECHANICAL AND PLUMBING LAYOUT OF DAMPER AT PENETRATION THROUGH CEILING. � �., FOR MECHANICAL AND PLUMBING LAYOUT OF ALL SINGLE-BEDROOM UNITS. _ I._ _ � �. ALL TWO-BEDROOM UNITS. O FIRE CAULK PIPING PENETRATIONS THROUGH FIRE RATED LID. \� � � �- -' , � "- - O COMBUSTION AIR AND EXHAUST FLUES ROUTED \ � � 4 BELOW FIRE RATED LID. . , � � � 1 B - � �I � O TRANSFER AND RETURN AIR DUCTS ROUTED B - � � � i BELOW FIRE RATED LID. BGCE Pr0�2Ct NO. 9443.00 ,� � � O WAOLLI OR RIYE�R VENTICONNOECTION DUCT SHIALL Plot Date: 3/14/20144:00:00 PM ', i � - - � i BE MIN.26 GAUGE GALVANIZED STEEL THROUGH Drawn b SMVV�ZRW i i i i WALL UP TO ROOF. FIRE CAULK PENETRATION OF Y• ' FIRE PARTITION MEMBRANE AND PROVIDE TOTAL � � ' ' � � I VENT LENGTH IDENTIFICATION TAG AT DUCT � i � � � � CONNECTION. i i � ii � � � L - - � � O COMBUSTION AIR AND FLUE GAS VENTS Date Issue Description 1 '-" , � PENETRATWG THE FIRE PARTITION SHALL BE 01/29/14 Design Development �� �-�� WSTALLED WITH A FIRESTOP SYSTEM IN \ ACC RDANCE WITH UL 1479. 03�14�14 Bid and Building Permit \ � � 4 04/10/14 Revision 1 \ � 2 � � ,� � �g PROVIDE 10"x10"GREENHECK MODEL CRD-1WT �9�26�14 BU��etln 2 � ` ' � � �,, i � RADIATION DAMPER AND TITUS MODEL TDC 12�15�14 BUII2tln 4 � � � DIFFUSER WITH NECK SIZE MATCHING DIMENSIONS \, �I� � i P4 � ON PLAN WITH OPTIONAL STEEL FACTORY - � � � � � �� ���� �i SUPPLIED PLENUM BOX TO MAINTAIN FIRE RATWG i P4 THROUGH HARD LID CEILING.ORIENT THROW i � , � � � - � � i� PATTERN IN DIRECTION OF ARROWS SHOWN ON ' iI � � PLAN AND ADJUST BLADES FOR HORIZONTAL � ij � , � 1 �� � > � i � THROW ACROSS CEILING PLANE. i � � O3 J - - I - � A� ; ;�� i� � � � � � � EXHAUST FANS SHALL BE PROVIDED WITH FIRE QO L(C � O J �I I � � p� P3 = _ I DAMPERS PER THE EXHAUST FAN SCHEDULE ON p'� KpF��?iS'F � O i � I � � P6 � �v N ai � � P6 P1 P3 - i � m� M001. �' •Fy ., �� _ : � �� �� � � , W � � P2 - � L� �; � ii � W ��� �� � P5 - - - - - ,� � � - I � � . IZ•I S ,-�,� - rt - ��` P5 � P2 P2 P3 P4 � _ _ � -� _. _ _ ,,� _ � I F-1 � i -O', .� ' � i — -- ' � F-1 � �� � � � -- — ��� ��� o � i �_ _ _ / /4' ' ' - - _,, , _ n - -- - ---- � �� _3/4"_ -- � . I � 1"�-- � " 1/2" ' - - - - - - - --+-----� - 1/ ' - � i� � _ 9,' 3,�„ i m � - - - -�- - - `S�QNA�. � , �� -- o � ' i S � =-..i--�-�--- �--�- ---�_.-- - �--- �� � � � i � � �� � � v--- _ I I � � ,. � 1/2" - � � I L J � - � i " 3/4" . - , v � � �. , ; � , - - -- - --- , -�_: - �_ , _ _ �— W C 1-1/4" — — W U � i � � �i i �� 1 I --__ _-- — =_--�= i --- --- _ _ — � T -- ----- - - - ------ I I i - � " . � � � ° " li I o q , � � I I I I� � I I �q ,_______..__ � ___ ___ � _____ li o � i � - \ I o o i � - - - - - - ------- ' - - -- - - - - I� ° ° � � � � � ' _ _ ' �� Sheet Title , _ � ��� - � - - - - - � - - - — - ------- �� � �� �-�ii��.� � � �� P ANS�AND�PL�UMB NG RIS RING UNIT MECHANICAL oia�RaMS Fc-r. AND PLUMBING PLAN RE:CORRESPONDING BUILDING PLANS AND PLUMBING RISER DIAGRAMS FCT. MODEL C PLUMBING PLAN MODEL A PLUMBING PLAN sheet No. 4 SCALE: 1/4" = 1'-0" � SCALE: 1/4" = 1'-0" M 401 5 ( 4 I 3 ( 2 I 1 5 I 3"� COMBUSTION AIR AND 34r�VENT I 3 I 2 I 1 UP FROM WH-1 AND UNITS BELOW. 3"ra COMBUSTION AIR AND 3"�VENT 3"ro COMBUSTION AIR AND 3"v�VENT UP FROM F-1 � PROVIDE CONCENTRIC VENT UP FROM WH-1 AND UNITS BELOW. AND UNITS BELOW. PROVIDE CONCENTRIC VENT TERMINATION THROUGH ROOF TRANSITION IN VERTICAL TO PROVIDE CONCENTRIC VENT TERMINATION THROUGH ROOF RE:M/M501. � RE:M/M501. RETURN INLET DIMENSION. TERMINATION THROUGH ROOF 4"� DRYER VENT UP THROUGH 4"� DRYER VENT UP THROUGH 3"ra COMBUSTION AIR AND 3"�VENT UP FROM F-1 RE:M/M501. ROOF. RE:N/M501. ROOF. RE:N/M501. AND UNITS BELOW. PROVIDE CONCENTRIC VENT ��� � ' � � I I'�' � -T - REAL ESTATE ` ; U ' � ° ' � � I i il�� i HVAC NOTES: 6 TERMINATION THROUGH ROOF RE:M/M501. � �� "i DEVELOPMENT & � I� / I I I �I� II�I � � � 6 1. RE: L/M501 FOR TYPICAL DIFFUSER CONNECTION. MANAGEMENT -- --- ---I �"� i � U � � ,I-- ��—,I= ° 1 � o � I �, 650 �_ I I ' I 2. RE: G/M501 FOR VERTICAL FAN COIL UNIT _, _. I ---- --- --- I-----J ___ _____- O 10"�0 � I I 10"0 i �, ir °° i I ' 24x12 B ' � o o i __i INSTALLATION AND FIRE SMOKE DAMPER LOCATION. 2OO N. MAIN STREET � ` --- — � , � — — — — — �' i X 650 -- - ----- --- --1-----�� _ I 6 � O i i 3. RE: K/M501 FOR ROUND DUCTTAKE-OFF DIAGRAM. QREGON, W1 53575 � - - - - - I �� _24x12_ ... i O EF-1 � 4 � � - � I � — I � � 4. CEILING COORDINATION OF ALL MEP SYSTEMS ' i ' � EF-1 Bpp O � i ; (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, Seal p �EF-1' � i �' _ � Boo � � � - , - FIRE PROTECTION, ETC.)MUST BE COMPLETED BY D O i 5 20x6 � � THE CONTRACTOR PRIOR TO THE START OF ANY � O 5 � °', `�� � L - ' INSTALLATIONS. ��� - eoo ' W�'� � i , � - � fl � � ,� WH-1 1� i 5. AVOID ROUTING DUCTWORK OVER ELECTRICAL I i� I� 2 , - T , ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. I i '� / O � CLEARANCES.COORDINATE ROUTINGS WITH DIV. 16 - �- 12"0 I I 10"�0 � CONTRACTOR. � � -- � J / L � U' '-��-� _ 6. ALL SOURCES OF IGNITION ON MECHANICAL � � I � � EQUIPMENT SHALL BE MOUNTED 18"AFF. , � �_� - � 7. T-STATS AND CO2 SENSORS SHALL BE LOCATED � - o �� � � �� II I � � � TRANSITION IN VE TICAL TO � NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. � � � � � / RETURN WLET DI ENSION. � - - COORDINATE WITH ARCHITECT&ELECTRICAL � � � - - 14x10 ROUTED ENGINEER TO MATCH HEIGHT AND LOCATION. � C° `° Q - TIGHT TO CEILWG qa� O8 ` , i ~ 8. ALL DUCTWORK SHALL BE ROUTED AS HIGH AS Consultant 9x9 - � � O8 POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST � L I� U M 00 °° � o rn SPACE WHEN POSSIBLE, ESPECIALLY WHERE 225 � ° o, CROSSING OTHER DUCTS, PIPES,AND ELECTRICAL. BEAUDIN O$ � 30� T� 4 � � 4 OO 9x9 '-' 4 � _ , ' � B E D R O O M 2 q Q 9. COMBUSTION AIR, FLUE GAS,AND DRYER VENTS �ANZE � � � SHALL BE FIRE CAULKED AT ALL PENETRATIONS OF �� �� � � ���� FLOOR SHEATHWG WITHIN THE DEMISWG WALL. RE: Consulting Engineers, Inc. L A501 FFI. Vail: (970) 949-6108 COPYRIGHT 2014 8 r� Denver: (303) 278-3820 project No:9443.00 i � � � � � . U 2 Fort Collins: (970) 221-5691 � . �� � 175 1Q Albuquerque: (505)323-9070 \ f � /� /� � � bo A Jackson: (307)739-3944 M �� /�'�/�'� / � 9��� ' /� www.bece.com , � - %�` �� ,{ � MOD��� CA � PLUMBING NOTES: �-,_ -, � 1. RE: i/M501 FOR CLEANOUT DIAGRAMS. 2. REFER TO THE PLUMBING FIXTURE CONNECTION � SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. � � 3. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY � � -.I � SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON � � WASTE,VENT AND STORM PIPING AS REQUIRED BY � �--. CODE AND FOR REASONABLE MAINTENANCE BASED C 12x12 � � , ON ACTUAL FIELD INSTALLATION.COORDINATE � � LOCATIONS WITH ARCHITECT/ENGINEER. � �- OSA � 4. PIPING ON EXTERIOR WALLS OR PRE-CAST � � ^ ^ -� 12x 12 ` CONCRETE WALLS TO BE ROUTED IN FRAMED WALL -� ON INTERIOR SIDE OF INSULATION. O S � - 5. TERMINATE PLUMBING VENTS NOT LESS THAN 12" � � � ABOVE ROOF. Q = O � 1 -BEDROOM ACCESSIBLE UNIT HVAC PLAN 2-BEDROOM ACCESSIBLE UNIT HVAC PLAN 6. PEXPIPINGSHALLNOTBEALLOWEDTOPENETRATE � � � 0 FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 7. ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN � � CEILINGS IN ACCESSIBLE LOCATIONS,OR WITH Z � � ACCESS PANELS IN HARD-LID CEILINGS.COORDINATE � � (� FIRE RATE ACCESS PANEL LOCATIONS WITH ARCH. � \ � / 8. ISOLATION VALVES MAY NOT BE SHOWN. RE: O � CORRESPONDING BUILDING FLOOR PLAN FOR z � O RE:CORRESPONDING BUILDING LOCATIONS. � PLANS AND PLUMBING RISER O � • � P6 DIAGRAMS FCT. 9. RE: PLUMBING FIXTURE SCHEDULE FOR TRAP � � GUARD. � O RE: CORRESPONDING BUILDING I �� I / l � I ` I � FLAG NOTES. � O PLANS AND PLUMBING RISER �� - � I ��� I I - - I � � Q � DIAGRAMS FCT. W — - - W N � n� n n � �� � � � � I�� � � W � �I�. � �' � I ' � � = '� ��/4" --- ' 1" -- - 1" �1/2" ` __ �� � I � � PROVIDE F RE DAMPER VERTICAL SUPPLY DUCT � � ' r 3/4" -- - � �3/4" 3/4" �� ----- --- --- i-----J� O I IN F-1 ° - � � W ����� I � � P13 � '; � � __ INTO HARD LID CEILING. r------- ------ .— �� - � I O�V ' ' OSA DUCT ROUTED IN CEILING DOWN TO RETURN � _ � �i . C9 ' ------ � - - - - '� , 3/4"-� �� � 3/�, ; 1/2 V ' P4 � P1 ' 1/2 -- " � 3/4 � �� , � � ` P13 � � � O P$ � O AIR DUCT ROUTED BELOW CEILING. PROVIDE FIRE �- � P3 I � r � P1 ___ _ ` - J � I � � � � I DAMPER AT PENETRATION THROUGH CEILING. � F - I I � L � � ` � ', ` P� I � ( O � - O FIRE CAULK PIPING PENETRATIONS THROUGH FIRE I � �I � i� ' 1 � i P4 � . � � � RATED LID. P7 �� I Mv � PH i MM � I B � \! P4 I o- c� M O � � I' c �� O COMBUSTION AIR AND EXHAUST FLUES ROUTED B , � � � _ �_ _ � - ���i"� � u � BELOW FIRE RATED LID. � � � � _ BGCE Project No. 9443.00 _i1 1 � WH-1 5 TRANSFER AND RETURN AIR DUCTS ROUTED 3/14/2014 4:00:00 PM I , P,2 O Plot Date: W -2 _ 1- F-1 BELOW FIRE RATED LID. � - I PROVIDE RIGID DUCT WITH COLLAR STUB OUTSIDE Drawn by: SMVV�ZRW � P6 O WALL FOR DRYER VENT CONNECTION. DUCT SHALL � ii � BE MIN.26 GAUGE GALVANIZED STEEL THROUGH � � i i � � WALL UP TO ROOF. FIRE CAULK PENETRATION OF - � �� �� � FIRE PARTITION MEMBRANE AND PROVIDE TOTAL � �� � - VENT LENGTH IDENTIFICATION TAG AT DUCT Date Issue Description , � / -_ , - - CONNECTION. 01�29�14 Design Development � OCOMBUSTION AIR AND FLUE GAS VENTS 03/14/14 Bid and Building Permit O PENETRATING THE FIRE PARTITION SHALL BE 04/10/14 RCVISIOn 1 \ i INSTALLED WITH A FIRESTOP SYSTEM IN 09/26/14 BUIletln 2 � � E�R��l� ' c oR N w TH � s. 12/15/14 Bulletin 4 1 B /�'�T� _ - / =� R C L�R O O M O8 PROVIDE 10"x10"GREENHECK MODEL CRD-1WT RADIATION DAMPER AND TITUS MODEL TDC ? B A TH DIFFUSER WITH NECK SIZE MATCHING DIMENSIONS ,� � O� � 2 4 ON PLAN WITH OPTIONAL STEEL FACTORY -���� � � � O � 1 SUPPLIED PLENUM BOX TO MAINTAIN FIRE RATING THROUGH HARD LID CEILING ORIENT THROW � � � � PATTERN IN DIRECTION OF ARROWS SHOWN ON � � M �D E� A A i �� _' I YP E A - PLAN AND ADJUST BLADES FOR HORIZONTAL PDO_ L(CF� i r � THROW ACROSS CEILING PLANE. ,'� � ���F ��,`SF � MODE� CA `�'' ' g EXHAUST FANS SHALL BE PROVIDED WITH FIRE �/��� � DAMPERS PER THE EXHAUST FAN SCHEDULE ON ,�G/3 ;n; , � M 001. � ' i � i . .. .I�.-1��l.l .:.i I ��� '��I S� �'I� ^V �k 1 ��` , �t�� � �`�S�ONA� ��� � � A � - A �� \ Sheet Title , —� - UNIT MECHANICAL ^ � _� AND PLUMBING PLAN 2 1 -BEDROOM ACCESSIBLE UNIT PLUMBING PLAN 2-BEDROOM ACCESSIBLE UNIT PLUMBING PLAN SCALE: 1/4" = 1'-0" � SCALE: 1/4" = 1'-0" Sheet No. M402 5 ( 4 I 3 ( 2 I 1