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Home My WebLink AboutVail Village Filing 1 Block 5E Lot K Village Center Unit 3A-3B GENERAL NOTES : � �°°a�~��°� � COPPER HANGER SPACING OVER 100 PSI • :i� niyenoaoo 1 . DESIGN PARAMETERS ARE NFPA 13R. 'VY1VEfl1NO1"""'" PIPE SIZE BETWEEN HANGERS TO END OF LINE ARM-OVER LENGTH, MAX. 4 � 2. RESIDENTIAL SIDEWALLS ARE CALCULATED FOR A 16' X 18' MAXIMUM SPACING. � ` Q � cN+� 3W" B'-0' �SSP70'-8" �SSU� 3'-0" �SSP) 0'-6' f53U� 1'-0' °caixrc�exrivc • �y � � 3. RESIDENTIAL PENDANTS ARE CALCULATED FOR A 16' X 16' MAXIMUM SPACING 1 " 8' 0' (SSP) 0'-fi" �SSU) 3'�0" �SSP� O'-6' �SSU� 1'-0' a""'°'-' i� � �j i �° io•-o� issa� o�-e° issu� a•-o° issa� o�-e• �ssu� r�o• I . I � � N� C 4. ALL PIPE AND FITTINGS TO BE TYPE M COPPER. �. � � � tx^ io•-o• �ssa� o•-e•• �ssu� e•-o• issv� a��a• issu� r�o• "'I� � p i � . . .. . . , . . J � DETAIL #1 O pq M �, HANGER z iz -o �ssa� o-s �ssu� s-o ISSP10 �6 issuii �o � � � O � �� -,,.,�� G -rJ M O 2%' 12'-0' �SSP) D'-6" �SSU) 5'-0' (SSP� 0'�6' (SSU) 1'�0' t/} 3" 12'�0" (SSp) p•-8" �SSII) 5'-0' (SSV) 0'�e' �SSU) 1'�0' - - I � ❑ � � � H � � � � ,� eEw, �w� � � U N � ' NOTE: For p�naeM heaCS. the sn� M1enger on e bnnch One, orM� h�nqv _ —' ��. �µf^u�"�. ~ � — _ . . . I I �+ r— O � O � � onmum-ovn. mostCeofNeNP� ��V�ewmsupwvOmov�m�nl � � ' � Q) � � � � � . _ _ _ --_ _ _ . _ - _ _ _ _ - . . . . —_ _ — -- ___ — � — eu..,�s. � �` O ��+ � � -" , I i - . . . _ _ _ _ - �E�,�.�w.�Ex � ['� tL M O — - R, ��c — a C� J o ^O � i t,uFST RV..� dy.?;x BUiaS �) � � M 1.�+ ' 9:: - HCU1�^. c::GM I ' i i �3 .. .. __. . . . ....... .. .,,�, � � � � 'Li : . itt: 110 HANGER DETAIL #2 F. tj � I ��,� ,�:. � a � � � � ��" C: C��J � � � t� �i ' � �.owo � � , _, � , , �.� j� � � , � j T � � iTY �I,� � � II � _ _ , y �H,�,=, � � � ; ,w ,t a�,�� E. Z � ' 2 SECTI � N , ' ', o � � , . U i j I 7 16 __ - FOR PERMIT 08 . 06 . 2004 VAII VILLAGE CENTER BLDG . A, UNITS 3A/ B VAIL, COIORADO �� ,i...r ,._ = �:: :�+� �r� �., _ :, �� _ .. �. `{� ,_ i � ��a�::�,d� � �� GENERAL NOTES: PROJECT TEAM : PROJECT SUMMARY : DRAWING INDEX 1- DO NO'rSCACEDRAWINGS. � - — - - - t�.s.:.� ARCHITECTURAL 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINING ANY WORK OR ORDERING ANY MATERIAlS. NOTIFY ARCHITECT OF ANY CONFLICTS OR COVER SHEET DISCREPANCIESINTHEDOCUMENTSIMMEDIATELY. ARCHITECT CONSULTING MECHANICAL ENGINEER A OOI I /4�� EXISTING CONDITIONS AND DEMO PLAN Code : 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN A I O I II4�� DIMENSIONED FLOOA PLAN AND FLOOR PLAN APPROVALFROMTHEARCHITECTSBEFORECONSTRUCTIONCONTINUESINTHESEPARTICULAR K. H . WEBB ARCHITECTS P.C. BEAUDIN-GANZE CONSULTING ENG . UNIFORM BUILDING CODE 1997 EDITION A 104 I /4" AfP SWITCHING PIAN AND ELEQRICAL PIAN Aa�os. 953 SOUTH FRONTAGE RD . SUITE 216 INC. 4. PLANDIMENSIONSARETOFACEOFSTUD, CENTERLINEOFSTEEL, TIMBER, STUDCOLUMNS, OR VAIL, CO 81657 P.O. BOX 9650 Occupancy Classification : LT I . I (N/A) FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE PH . 970.477.2990 VAIL, CO 81658 TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS TYPE R D I V . 1 LV I .O (N/A) � OTHERWISE NOTED. FX, 970.477.2965 PH . 970.949.6 I 08 \ /� 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE studio@khwebb.com FX. 970.949.6I 59 � � s'41�(�� p � Tv � `� _ � �� V � . � (N/A) O BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTEO FIXTURES, TOILETS, TOLIET CONTACTS: CONTACT: /� , / � ACCESSOftIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. KYLE H . WEBB / MICHAEL CURRENT DAVID LYLE � � w�l/��L I � rO � � ` ` FP I (N/A) � 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR F P2 (N/A� � TYPES. GENERAL CONTRACTOR FIRE PROTECTION A 201 (N/A) � 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. NEDBO CONSTRUCTION BFPE A 202 (N/A) 8. COORDINATE ALL EIECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR P.O. BOX 34 I 9 AND WALlSPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. VAIL, CO H I 6SH PH . 303 .426.0342 A 203 (N/A� 9. IN THE EVENT THAT ADDITIONAL DETAIL$ OR GUIDANCE IS NEEDED BY THE CONTRACTOR PH . 970.845 . I 00 I FX. 303 .429.9205 A 204 (N/A) FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE FX. 970.845 .9979 CONTACT: SY M B O LS ' A 205 rN/A ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY PERRY MATH EWS � _ 1 � IN THE PROJECT. CONTACT: A 3O I (N/A) 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES MARK DOYLE i i A 302 (N/A) AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERENED BY THE Aa oe na i ti UNIFORM BUILDING CODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION STRUCTURAL ENGINEER A � �/ � - A 401 (N/A) � DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES Section Cut Reference DetailArea Re(erence W INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. � InVision Communications , S ► F4c>oR._ �ibviu.� t�1b•1 p��tt (,S — . I I . THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND ni.o � � U OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR � DRILLING Of ANY CAST-IN-PLACE CONCRETE, STRUCTRUAL FRAMING, OR ANY OTHER PH . 970.926. I 896 � STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTREGRITY OF THE Elevalion Reference Eleva6on Symbol FX. 970.926. I 808 {�r,�v , I � CJ �� S� �-- coNSTRUCriorv. CONTACT: ,,4', A , �Z � ��,p �G D (� �o � � 12. THE GENERAL CONTRACTOR SHALL VERFIY ALL EXISTING GRADES AND SCALE OUT THE OHN HARTY ,� �, I ' I 1 I L1,, (-ew �� ` r �U� � BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINING ANY SITE � S�«�W W e. `� L� � l I 1 Vl � � � i1 Detail Cul Re(erence Large Area Detail Relerence � 11 woRK. INTERIOR DESIGNER Q 4�'�u�.sollr� P.�� '�1,'( �l. � Se-c_ 106 . 3 . 5 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITtONS. ROOF & DECK � � tZ37n999 � �7 /-' �- ,, ^,� (� ,� T�U 1.Yz— SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL � ' l � J � �I � �� • R�r� I`QC Gl(� PR08LEMS WITH THESE SU0.FACES. '�� ("�O�(' T ,/� l Revision Cloud Revision Symbol � � M� l � V Cl.�. �� 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN � APPROVAL. j� �� I5. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR � D � n ,/ �y �i r � � �- �s v� �� .7 �la � � � r� � �.e r� ey��-� AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION. SUPPLIES, Gnd Bubble r`-� V � G.K� S � / �" �Q..�A' ` E�i � � GCr � 1 EQUIPMENT, ETC. TO 08TAIN A COMPLETEJOB WITHIN THE RECOGNIZED STANDAFDS OF THE MatenalTag INDUSTRY. n n ,' S �� C i �,T/� � 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANGES. 17. THE GENERAL CONTRACTOR SHALL FIELD VEftIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. I8. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAIIABLE FROM OWNER'S SOILS ENGINEER. �� 20. GENERAL CONTRACTOR SHALL VERIfY ALL SITE DEVELOPMENT WITH LANDSCAPE � � CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOft GRADING AND LANDSCAPE PLAN IS FOR �� R Y LAYOUT; ANY DISCREPENCIES VERIFY WITH ARCHITECT. � ■'.a°='- , � � � � • • a r C h � t e C t $ . C , 953 South Frontage Rd West Suite 216 P Vail , Colorado 81657 studio@khwebb . com ( p) 970.477. 2990 � u. �� V � V1 � \Q Q� Q� �V � �� r� • V' � � O � � �p O � P N �` N EXISTING PLAN NOTES: DEMO PLAN NOTES: _ � 1. EXISTING ELECTRIC BASEBOARD HEAT 1. DASHED LINES DENOTE WALLS, DOORS, � ~ o^, FIXTURES, APPLfANCES, ETC. TO BE REMOVED. .�.�. 2. PIREPLACE TO REMAIN INTACT. 3 a o 3. 3"0 STRUCTURAL STEEL PIPE TO BE 0 ao � RELOCATED, SEE STRUCTURAL 4 0 4. OPENING TO BE CUT INTO CMU WALL, SEE O° STRUCTURAL � 5. CMU WALL TO BE CUT BACK, SEE STRUCTURAL � � a 0 � � �� O a a '^ v a ^ 1 � W � � � � �' � � _ ' - � Ni � i � - � i i � _ � i � iii � � � ° � � � � �' � � � � _ � � � : _ � � � � � • � � ' ' l h � ' � I I � � ' � �� 0 ^ � , � , � ' � � i � � �o I ( cr� � i � y v � ° ' � � - a . � � p � I � , a a � / � � o I I o � � ` � • � - Y ri M ° ° � � ____- _- � e•�-� "'�C-e� _ _ _ _ _ _ _ _ � �C � � � � � � � � � o � � � I I � � � / � I d. 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N . � .. � „ , , , EfT : I � ' DRAWN BY : WMf _ _ . DATE : 08.06.04 � � REVISfONS : � I I IFLOOR PLANS 1 EXISTING FLOOR PLAN � ,, DEMOLITION FLOOR PLAN A 1 1/4" = 1�-0" � 1/4� _ 1�_p�� . O O N � � � � � � _ � � � N O � n i . V' J O � � I .o O � a I ~ N W ^ i � _ � � o . � � P � w � � a 0 � I � � z 0 � � 3}" 1�.3w 3}�� ; 3�„ 3Z� _ 7 '-8}.� 3, b� 5�_3�:, 4�_8��, 3, Bw Z�_9�� -3�.3�„ � 16,_4�� i-- � I � � ' ' I � I o i � M �. 4/1 '�` � � I — _ � ��•.. I _ _ _ _ I �I i� � � W�OI�Ei� — _ � � � � i I i i I � i I I �_� I COLUM65AND — O I � I i �y . I ; �� I BUILT-7Y CORh�ER / ' � ; ENTRY, / � ' � ul ! —J GBIPiE'SBYNiM , I � � � ENTRY; � ;� � I �JI —J �� ;� -�-- - � i - I � � ICLOSE� . \ � � ; � N I. oHS � ; I i � - , ; �s I CLOSE?T� j � \ ' � � � I � I ; I 115 I l, .. i \ � I � LINEN STO. I � � �� , \ i I � I � 1 I i � � � �� u1 � ; � � i ABOVE. � � � . 11$ I �! � i v ` �—G a o �-- —1— i I ; i I If �J ��D �- io T-� FLIP-OUT DR �� I ...`� `\ i / � �� -�� I i I i � I `...,,< �� I � i I I � ; I I BELOW FOR ' � ' ...� � I I Q �n � ' � '— I � � I I �' � � VIP i in i � i � i MAGS. ; � \ \ ' I I I • . o i �- � � � FOYER ` i ' o € � - � i � FOYER �\� � � VIP I �n .-� � � `� BED ,� � V7 : MISC. GEAR Vf — i . j .MA$TEf� n � I I ' 101 1 ; I � , � I � MA TEp � I CUBB!E5 101 � BED i BA"PH—'—."_`,_ � I � � � � � .� tn i i i i � ;BR � �} � I. � , � ` C--', ' 1�� 1 '� —�— i � � 3}" � I �' i � , �� \ 1 j I ! --L— 1Q3 � - � I � i� . aC � I :B' DEEP . K -� !� I � U � I ' � : � i I I � I � I 7�_8��, 9,_6��, Y : I � i � " N � � BOOT SiO. : � `i � \\ � �I i a� i �—._i—� � ' I . I i MUD � I � I � � I BELOW I � � MUD �� TN � � � I � I '� ` CP � � � � ' ,—;� —, ` � � �, CLOSET ,,,�.. � � i ! :, i � CLOSET '\ � � I � I i � MASTER I 114 � I , I� � ? � � f • ` - � CLOSET ' �, / I ,� ^ I i I ! CLO ET I 114 / �' � � . � �e�. ✓ �� er�a� e� u-� OO . ,w ' ` �ioz ; ; 3 �}�� i � y1 � ioz ; i -� i`� : ;` - - - - - - - - `° I ' ' - - - - I ' 'I `, IAUNDRY � i ,�� - __ . ��: . : . i � � _ - - - - -1 R & 1 5 i1 F '� _ �/p ; � � i =-- .� F � u i r _ _ _ _ _ r' ; � � 112 W/D : � � I �i1 ? LA ZNDR�� 3 : ` ` , 0 � ` i � l� i i i �� \ •� ; - -- _ ; v � � ' - - � o ` - - - � ` - � ; L - �_� � I �_ �� `�� i _ . . :I �_ .. _ y . . I i , ;T i i _ _ _ _ . . _ _ �� . � - � -'�\ BUILT•IN � � TUB/SHOWER I �—� I �I I I ' I I i , � ; i LAUNDRY HAMPER I � - i DRAWERS — COM80., W/ I ii I i I I ; � \ J ! GIASSEURO i � � SHOESHEiV'c5 � . i i � ' '� � I � I i I � i VIP '�' � ;� �; ' I I SHELF STOfL4GE ,�� v' I i . � �I VIP - � I SHONER � I ; I � j � � i i I I ! BATH _ � � . F• j ' BATH — ENCLOSURE ' I � � ; � � I I j � � _� iiz ' � � Gj � I I � � ; I � iiz — i ,�� LO I � ; � � � ; � I i � I C � ' ' P { ' � � � O o � i � � I � E T�` I Ii � � ' CENTRAL _ - � O MASTE �, i ` BUNK !) I MASTE � ' � � I I „A�L ; ; � � ; I HALL ; BUNK E OO � KYLE H . r„ j BED � BATH ' � i � BED -� BATH . ^ � ; i iaa T ; � I ��9 �` iii +,�; — _ — — — — — � ioa � �09 , ; iii � ' - — _ — — — _ — * WEBB �k � ' ' � J �I ' � _ � , 3�� ; ! ' ; , � � ' C� ? , i i � ; � � ; � 2031 6 � I ; 17'-11}" [^- 3'-11}" i I 5'-3�" ' � � i i _ ' : i • i , ; � I i � � F � � i � � � i I � i 5�� i � � � i w000en ; : , i �� -� ; COLUMNSAND BY I � ( � I I �`�'' / ' . WM Or15, FUIL � � �� ` ( . . : I I � . i� �n 6� 7�� '. __- ._ _ ._ _ _ ' _ ._._ _ _ . . . __ - __ _ . . _. _ _ ' I i '� i � I ' DEPTH SOFFR i ._ __ ._ _ . _ _ . _. _- _ — _ _ _ � . � , � i �; I � - � II I ; : 1 � � � V _ � � , I i I � A�VE � � �--� i � i � � i � � i t I � j BUNK � � � I I � i BUNK � i - �� I 11, �� I ! i . I 4 � I LZO �I �: ��J CP i ;DI � - - i I '; I i I ' � Z1 O BUNK BED$ ' � � i � i ROOM_ I � i � I � ROOM I , 1 � M � 3 ° 1 1�� I � I � : i � I O t I � � . i I � I ' 'W i C P � � CRA4VER5 BELOW j i � I � - - �� . 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I i\ I ' i I � I ; I � ; : i � � ' � �.� ' I � i I r - - - , I � ' i i ' I , i � ' � I i ' � - - - - y I , � i I I I � I � ' I I ' � � � � � i � � il ; ' i � i � i ii � � I � � � i j � � . i . � � i i , i � i � � T' i t: I i I i I , I , � ' � I � � � i i i i KITCHEH & •� � , i I I i i � KI CHEN �. i I � � � I � I i "� � . I i i , i i I I � i � i. � K I � � ' ! I i i I � I I i i I ! DINING � I <; �VINd i � , . I i I � � DINING I � � CIVING ! � � � , . I l i '>' . . . � . . i I I I � I . _,_,. I � � i � � � I � I � \ I 1: . . I I i i • � r X � I I � T' i � i� I � i ii I ' � � I � i I 1 Si i � i i r i I i � i I � � � . 107 ;:- i 0 i � I I � i 107 ; = i 10� � � ; � � � i i � � � � , � � j � . ' ' � ,� I Q ` � i i i i � I � ' ' i ' � i � � ' � � i I 1 x 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 il � i 9 i �r i i I I � I i i � � I I � I � I � I I � I � I � � I � i � �. � ; � � i i � w000 i n � � o I i I I � ; � I � o � � � � � . � i � � i ; � � � � � � � o o I i � � , � � I i l� � i � i I i 1� �.. � . � ' 1 ' � , � �Y I ' i , e , i i i I � i � _ I i � z I I � I � I I . I �. ' i i I � . I I - i _ _ � � � �� . � i � I . � � � - i � I I i I I I I . . I \ ' � - . ' �. ' — _ I \ 1 I . - � I I i I i I I � I I . ' _ ' _ i � � . i . -`tii I i . . I j � I I i � � � �l � � \\ � i I I � i � I � � I I � I ` I i O ' . I � , . I . i y 'Q I I � � i . � G . �i? i � :V � � i � W � � . . . X x' - I :� �, i �v I . . � I i � I � . . . I � I illl � ii ii - il i i r I ii � i . u i . i . . i I . i (� � I . . I i il � - i i i . I � � I I � I � i �-!/ i I i I � � I � `� i -__ - - i ' � � (— � I I i � i . � . . I ' � r4� - I � � I . i � . � . . I k i ' � I I' � . I i o"= i '.��`�i . . I , i Y" � i � \ � � I j � � � I � I : i ii .� I � I . I , _ i I I ' I i i I � � I �k � I , � I i . I I I K I . I I I � i I � I i . I I I � i j I - ' ; � I W � 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 i � I I I I I , I I � � t � ,1 � I i .� I I � . I I . I � i I ! � , I � I I I 1�. 1 . I 2 � � i . I , � i . � I � I i I � �5 I � i _ . - � i � � I . I I I I i I I t � i i � \\� I I I � 1 � i, � . I I I n � I I . . i I i I ; : I � � . � , ' I � I � i . i I I I I � O� I I � � I � I , E X. �G ' I i� i I I I . . . . - ' ' ' � � �t. ' ' I : : : . . . . . _' : . . . . � , - i � i ' � ` . ' _ _ _ _ _ _ _ — _ _ . 9 : ! : . j : � . : : . � , : � 3 ' ; . � : , : : , . . � . • . . . . � . . . : : ; .. .. . . . . , I .. ; , : . _ � : PROJECT • 2 " II i i ; ' ; ' DRAWN BY : 'Ydt;,C , 2 ��" I j 3'-6" 2 �_�" I 2�� " i I I I I I � � GENERAL PL4N NOTES: �� N �Ct� � � �QGC`v�� i . I I � I I i I '�,fi- q I r j DATE : 06.06.04 I I � �: I � � i 1. EXISTING ELECTRIC BASEBOARD HEAT P��1►,� � � 5 lesl S !� �� I I R E V ( S I O N S : !� I I � 22'-1��" i I22'-6}" I ' !' 1112'-0 1/4" LINEAL FEET} =�L � 3 12 . 1 � 312.z � 31 � •3 ' ' ' � I , ' I ° �; 2. NEW ELEC. BASEBOARD HEAT ( 112'-0" ) ; I ' ; �� • 3'-4" � 6'-4" � '-8" I 10'-4" ' 4'-8" % 10'-4" 3'- ' 6'-4" 3'-4" I �I 3. 3"fb STRUCTURAL STEEL PIPE TO BE 3�2' S1 ' � I 1 J,�� I � I RELOCATED, SEE STRULIURAL P�p�CL � V2(+�,'�('C�'("lOA �bC �a- ��^' �µ`�� I ' I ! � ,p ' : I I ' 4. WOOD FLOOR BY ARRIGONI WOOD FLOORS , � I � I i � � j 6" WOOD + 1" BRONZE INLAY SURROUND r � Q� � G SPG ��03 • 3 i I i I I I I 5. WOOD VENEER CLOSET BUILT-INS BY CA ! i 4 CLOSTS, CONFIGURATION TBD I I i FLOOR PIANS � DIMENSIONED FLOOR PLAN �� PROPOSED FLOOR PLAN I �,4�. = ��_o. � �� ,4�. - ��_o.. � A101 � � � � � � _ � � a N G�.�7 � ^ � • �' J 0 � P �p O � o� N a N W � H GENERAL ELECTRICAL NOTES: � ^� GENERAL PLAN NOTES: GENERAL PLAN NOTES: `", � 1. RE-SWITCH & RE-PLUG AlL ELECI'RICAL � � 1. EXIS'fING ELECTRIC BASEBOARD HEAT W/ DECORA AND DIVA DIMMERS AFTER v+ (112'-0 1/4° LINEAL fEE� PAINTING 1. EXISTING ELECTRIC BASEBOARD HEAT 3 (112'-0 1/4" LINEAL FEET) 2. NEW ELEC. BASEBOARD HEAT (112'-0") 2. NEW ELEC. BASEBOARD HEAT (112'-0") ° 2. REMOVE AlL UN-USED J-BOXES, CAPS, Q AND LIKE ITEMS � W � Q H Z � � Li � F� � � LIGHTING SYMBOLS r,n ENTRY ENTRY °` CLOSET $A CEILING MOUNTED PENDANT LIGHT GFI GFI CLOSET � 115 +42" +42" 115 o RECESSED CAN LIGHT: _ _ ADJUSTABLE DOWNLIGHT _ __ � � A _ � p..� RECESSED CAN LIGHT: q ° A OTION ' \� A MOTION �1 ADJUSTABLE SPOTTRIM GFI � / / �\ � +42 \ � Q q � �� A�l �1 �1 /�J �p WALL MOUNTED SCONCE o � � COVE `'� QQ RECESSED LENSED SHOWER LIGHT o � • . � LIGHTING IN '�. � . y \ � ELLIPTICAL V�P o 24" HALOGEN CABINET LIGHT VIP �� DOMED � V D CEILING �\ BE� � BATHROOM EXHAUST FAN � \ BED CLO ET �T�� ` 113 u +42" CLOSET \ 113 �? I �� WALL MOUNTED TELEPHONE OUTLET M TER � FOYER � MASTER FOYER � • BAT 102 � '' 101 I I BATH 102 � •� 103 � ;' ' ' �\ 0 � I �o� � ao� ao� �N 2 RG6 COAXIAI 103 \ � 101 � I � � ' � i ,. I �. , � I �` � MUD � � SWITCH � " = CLOSET � / � 3-WAY SWITCH CL SET N � � ` \ 114 \_ �� LAUNDRY 3 \.. 114 \ _ 112 W/D ( ` 1 � � MULTIPLE SWITCH LAUNDRY _ ° ¢%,b D � �_- -�' � � 4 / �-_ .__.._.._� 112 W/D l � C� _ _J� MO ��O " �p DIMMER N 220 - HALI. BUILT-IN VARIABLE �B�LT-IN� pF CO( CENT L pµpyyEqs �V HALL.RAL O�? AD no 0 109 BATM �T TIMER 109 VIP ,<Q'�� -Y� OO SMOKE DETECTOR GF G 1 BATH � KYLE H . � ASTER �� g ° g 112 � DUPLEX OUTLET MASTER + Z° 112 * WEBB * � QUAD OUTLET 104 f 2031 6 � BUN � BA� � o �GFI GROUND FAULT DUPLEX OUTLET BUNK O � �� BATH t� S S 111 o A A O NEW NATURAL GAS LIPIE 111 F� G4 0 +42' � DUPLEX FLOOR OUTLET AD A O � BUNK 7y BUNK ROOM ROOM � Ap� S JS iio iio an Ao� aoJ D � a M O H noJ ADJ D GUEST W�E GUEST WDE F"� _ R R � i105 106 = 105 106 N � t� =o Z , LL' Q S O � o D D + `� � Z O +42' T/ ' � � _1' KITCHEN 3 D KITCHEN & Z O DINING ^� DINING W y PA Y 10� ADJ AD - PANTRY 107 — Z Z W ? �-' 1 R F �"L, � � � o � � � � � a � � � � � � F GF LIVING +4 „ +42 � LIVIN � F F F � � 108 1 � � 108 OV � E � , D, o � � � � � � . � � �J � , � REF& P 8 0 J E f T : 2411 +a � ��E D R A W N B Y : WMf s 3D +42„ D A T E : 08.06.04 REVISIONS : REFLECTED CEIIING PLANS 1 REFLECTED CEILING PLAN �� POWER PLAN � A105 1/4' = 1'-0" 1/4" = 1'-0" N . GENERAL NOTES: VINCEM RENOVATION JOB#0408-04 � � DESIGN CRITERIA: W� •,:�`y'' o ABBREVIATIONS IIST p • s � N � � r _� � -� -� -� -� -- - - - - , ; ; r- f- i - T T -� -� -� -- - -- - - -; ; �. �, �� ROOF IJVE LOAD (SNOW LOAD): 100 PSF ` �_ - - - -. _ _ � ' • �o � ROOF DEAD LOAD: 15 PSF A.B. ANCHOR BOLT I i ; ; ' ` � '"y FLOOR LIVE LOAD: 40 PSF ADJ. AD.IACENT i � I I I I I I I I � I ! I I I I I I I I I � � �Di7 W FLOOR DEAD LOAD: 50 PSF ALT. ALTERNATE CUT BM. PKT IN EXSTG. IRC EDITION: 2003 ARCH. ARCHITECT CMU WALL 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 I I I I I I I � � B KG. 6 OCKING NEW W 12x � �:,'•'�,� . I_l .Ir"��=$I -I � ' � � � � � � � � � i ; I � � � � � � � � � i S�UCTUwoL SrEEL: ° ' �`_' I I I I I I I I I I i I � i I I I I I I I I ! ! BM. BEnM I � � _ d { :.It�=,.:_.1I I � v o o n. NEW L 7x4�C3/8 x 0'-10 W/ t . FABRICATION AND ERECTION OF STRUCiURAL STEEL SHALL BE IN BM. PKT. BEAM POCKEf _ f'�: '•�� JE;r '.r.,�' �_= J I ! I I I I I I I I � � ! i I I I I I I I I � ; � N Q ^ ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EffHER AISC-LRFD, BRG� B�RING (�-5/8"H x 6' EXP. ANCH's � _ : w�� 4 _��„�'�,�� —� I i I I I I I I I I i I i � I I I I I I I I � i N � � M AISC 335 OR AISC-HSS. SPECIFICATIONS AND CODE OF STANDARD PRACTICE. CANT. CANTILEVER � I�'�,- 'R,= : _ _ '' � i I I I I I I I I I I i ! I I I I I I I I � X °O a; a; CLR. CLEAR 1' MIN. SHIM & NON- - - •' :�• , . � -' - �.. ��L- J - ! ' I __ I- L_ L L 1 � -- - - - -� � ' � ._ L L _L _I J -I __ I � L � 1 � - •'• -. .,.: � �. . . . - I d � . :_,.'.:. _::; , CMU CONCREfEMASONRYUNff �- - - r=�c_s, -_ _ -•. .�_ � _ •�.•.;�I � � � r' - F �i ''- -- - � ' °� v � rn 2. STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES SHRINK GROUT „ > r . `. ` •'' I I i- - -- - - - - - -- -- - - - 1-- - - - - -- -- - - - - - - - -- -_ - - -- -- -- - -- - - - -1- - -- -- -- . -. __. - - -- - -- - � i i - . . . SHALL BE ASTM A500 GRADE B. PIpES SHALL BE ASTM A53 GRADE B OR ASTM COL COLUMN � �, � ,�� ,: - . '_ . , __. .}j - - - - o z o 0 � µ,. CONC. CONCRE7E � - '° � ! � � a o ti [�- nsoi . L =_ k��`'e-�L`. ° : .: ° -: . =��. ' ��11_= J � CONT. CONTINUOUS �- ,- - .,. I I ; ; ¢ °' °' � -1��. =_:�I : ; �� . `�I�- �� Ty� y�l 3. ALL BOLTS USED tN STEEL FRAMING SHALL CONFOflM TO ASTM C.P. CRIPPLE POST � ]� . -- ' - ?: ''* • �}• � � � 17 �14� w ' • ` ` � >. � K 1 ' [i LL SPE�IFICATION A325. ANCHOR BOLTS AND BOLTS USED IN TIMBER DWL. DOWEL .,< , - � - � j CONNECTION SIM. ; � _ _ CONNECTIONS MAY BE ASTM A307. EA. EACH � = J�� f�l- -_JL `- `11��t�L = J T� �� i . - '.4� EQ. EQUAL , �'1F : �� P�,;�, �I � ;- -.i L - -- - - - -- - -- - - - - - -- - - -- - -- - - - �- _- ' - - - - - - - -- - - - -- - - � t� Y iry- � EXP. EJ(PANS�ON VERIFY (2)-FULLY GROUTED � - . If�" ��I I - - - -- - .- - -- - - - - - - - - - - • � -- - -- - - .- - -- -- ' 4. TORQUE INSPEC110N SHALL BE PROVIDED AS REQUIRED BYTHE BUILDING CELLS @ BM. BRG. LOCAlION L = _ ,�r � � � _JL+,�t:.]�_ _ J ' � � � � ` � - -' � : INSPEC70R. EXSTG. EXISTING (- -I� --�r. . . �r . r�3 ?;�� - -I � i - - - ; i F.D. FLOOR DRAIN y .;.. i � ' � : ; y i it••:�':�`�r :: • . ii - . 1[-:�':••:ai i � 5. EXPANSION BOLTS SHALL BE WEDGE TYPE 'POWER' OR APPROVED �G. FOOT�NC, ' ' � I � , � EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMEiERS UNLESS NOTED G.L. GLUED LAMINATED i � _ _ _ � _ _ _ _ _ _ _ _ I I _ ` _ _ _ _ _ _ _ _ _ __ _ _ I ` -- OTHERWISE. HDR. HEADER 6 SCALE: 314' = 1'-0 i � ; � i � - HORIZ. HORIZONTAL g1 I I � � DO NOT REMO I ! y =-�s�.�� , INFO. INFORMATION 6. ALL WELDING SHALL BE DONE BY AN AWS QUALJFIED WELDER. I I ; EXSTG. BOND BM. I i c JSTS. JOISTS NEW MC 1aGi1 g• i � - � �T� - - - - - - - - K.S. KING STUD G I i ¢� - J � �'�-$�••� O 7. DELAY PAINTING WITHIN 3' OF FIELD WELDS UMIL WELDS ARE COMPLFfED. " LLV LONG LEG VERTICAL �-� 2• RE �� INSTALL NEW MC 12X37 . SIDE OF ; ; � � � �,,a„ ... " 8. STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN LONGIT. LONGRUDINAL , � � 3�1� :1 !I EXSTG. BOND BM. AND C NECT W/ i I a •�'� �' � � l7WC LIGFi1WElGI-fT � I �J � - - - - - - (1)�/4' 0 THREADED ROD 16' - � - - - - - - - - - - - - - -� {/ ' . CONTACT WfTH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE � � ; � � � � CONNECTION: � ATfACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL LVL IAMINATED VENEER LUMBER � � iy � , � . , � L4x4x5/1Qc0'-6 MANF. MANUFACTURER � ' ' 1 � z ANCHORS. � \ � I; !,j i� i� O.C. ON CENTER St - \ EXSTG. W 1ac14 ' � � GROUT: R PIATE 2' REiURNS L - JL - _ - - J � ! I � � REF. REFERENCE 3/1 G r - - - - �� - -��\ � 4)-3/4'H x G � � -- � - - - - - - - - - ¢ ' - - - - - - - - - - - - - �� ; 1 . GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PLATES REINF. REINFORCING I II II� �� `I EXP. ANCH's IN L_ __ - � _ � ; � � _ __.. J W S H A L L B E N O N-S H R I N K, N O N-M E f A L J C G R O U T W I T H A M I N I M U M C O M P R E S S I V E S C H E D. S C H E D U L E L = _ ^J L =J�� F U L L Y G R O U T E D -) I � - I I w STAENGTH OF 2500 PSI. S.I.P. STRUCTURAL INSULATED PANEL I- ' -lG.: -'.: ," : : `.- : ;11��`� CELLS (VERIFY) ! 'i�- m ; i Z STL STEEL � . ._.. :_ �P .,.__'... . -�- . : ` . I�\\ j � - - - - - - - - - - - ' �/ERIFI'-I}i IS- - - - - - - - - - i I GENERAL REQUIREMENTS: T.B. THROUGH BOLT , � � ! I EXSTG. CELL � - T&G TONGUE & GROOVE ' < ! � GROUTED SO D � � c� 1 . CHECK ALL DIMENSIONS AGAINST ARCHfTECTURAL DRAWINGS PRIOR TO 5 SCALE: 3/4' = 1'-0 ; ; _� i I CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF TOF TOP OF FOOTING S� � W 12 x 19 PRIMAR O � �O ( �� Z DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. TOW TOP OF WALL I' :� ' ` ~ I W TRANSV. 1RANSVERSE 2 I� ` IIS_J 3 � NEW BM PKT. 5' TO WALL. I'!' i 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLEfED STRUCTURE. TRTp_ TREATED EXSTG. W 1ac76.5 Si , � d . GROUT 1W0 CE S SOLlD W/ (7)-#5 ' 1 _ T H E S E D R A W I N G S H A V E B E E N P R E P A R E D F O R T H E U S E O F A Q U A L I F I E D � (I � �O S1 � V E R T. E A. C E L L B M. B R G., T Y P. � �`; � TS TUBE STEEL � � . CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND Typ. 7yp�Cq� 2' RETURNS �� r - - - - � �� TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE 3/16' y�x � � v�ar. v�ricn� �--;I � 1 � ! '-- r SHORING AND BRACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO VIF VERIFY IN FIELD I . � EXSTG. 3' CONC. SLAB ' ; � ACHIEVE THE FINAL COA9PLETED STRUCTURE. THE SEQUENCE OF W.P. WATERPROOF � CONNECTION: � ; �OVER STEEL DECKING, TYP. , � � � I CONSTRUCTION IS THE RESPONSIBILI7Y OF THE CONTRACTOR. CONSULT WITH yy/ VJ17 f{ J L 4x4x1/4x0'-8 i � I : - ( /� THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN NEW MC 12�Gi1 � ' - - - - - - - - - - I-"-' m - - - - - _ _ _ _ : I `+ ' CONTRAC�. � � VERIFYTHATTHI ; i � ' i C I ' EXSTG. CELL IS Z � � � G 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES 4 SCALE: 3/4' = 1'-0 � j GROUTED SOLID � ' --�� ¢ � I � AND PROCEDURES FOR CONSTRUC110N OF THIS PROJECT. NOTIFY S1 I ;_ i i STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTtON ' � � �� DO NOT RE VE � I i �- DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS NEW L 2 1/2 x 21/2 x 0'-6 @ 48' � i L 6k4x7/16 EA. SIDE OF EXSTG. CMU EXSTG. BOND BM. � z ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALl PENETRATIONS ALONG LENGTH OF BM. ' i ; (7 ' � � � B O ND BM. W/ 1/4' RAWL 'SPIKE• @ @ TOW � i ; THROUGH STRUCTURAL MEMBERS WIiH STAUCTURAL ENGINEER. JOBSITE � � ! i m � 76' IN SOL1D GR OUTED 80ND BM. ! � O SAFEfY IS THE SOLE RESPONSIBILIN OF Tl-IE COMRACTOR. 1�� 1/8' 2• MIN. � - - - - - - - - - - - - - - : - - - - - - - - � - - - - � � 1� �� --� j! ; � O O 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR EXSTG. 3' CONC. SLAB I �� I � i �� I �. DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION FULL RETURNS ��4, � : � Q DOCUMENTS. THIS OBSERVATION VISff IS NOT AN INSPECTION. THE i STL. DECKING j li � i VERIFY THAT THI i I', j CONTRACTOR SHALI CONTACT TNE ENGINEER AT THE APPROPRtATE TIME TO �� - - � - _ _ _ _ _ _ � EXSTG. CELL IS ` _ _ _ _ _ _ _ _ �i t_: � M SCHEDULE THIS VISfT. — - �!� GROUTED SOL1D � ` - J Q I I � i O � � 5. SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL FOR REVIEW � CONNECTION: � � S1 ; ; O � O PRIOR TO FABRICATION OR CONSTRUCTION. THE ARCHIiECT AND/OR L 4x4x5/16k0'-6 � i ;_ _ _ - _ - - _ - _ _ _ _ _ _ _ _ _ _ ` � � � � \ � � CONTRACTOR ARE RESPONSIBLE FOR YERIFYING DIMENSIONS AND QUANTITIES. THIS REVIEW IS FOR GENERAL COMPLJANCE WfTH THE INTENT OF THE FULL RETURNS �I ExSTG. 14' BAR .IOISTS ! � V � i REMOVE EXSTG. PIPE i 1/4' L � COL. & CUT BACK END i � O STAUCTURAL DRAWINGS. J � � L _ _ � r - - � � � MC 1aLi1 OF EXSTG. STL BM. L - - � /y� INSTALL NEW MC 1aGiGi1 EA. SIDE OF � -- - � ' � W � U 6. WHERE NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE, THE — NEW W 1Dc19 j - - - - - - - - - - � F- - - - - - - - - - - - EXSTG. BOND BM. AND CONNECT W/ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, i ' N � i ; � (1)-3/4' P1 THREADED ROD @ 7G x 4 5 ELEVATIONS AND ALL EXISTING CONDIiIONS. UNDERPINNING AND SHORING OF �I � F�05TING STRUCTURES SHALL BE THE RESPONSIBILI7Y OF THE CONTRACTOR. 3 SCALE: 3/4' = 1'-0 � I `r NEW BM PKT. 5' INTO WALL GROUT TWO S7 S� � ��7 Z J CONSU�T WRH THE ENGWEER FOR SHORING DESIGN AND RECOMMENDATIONS g1 ' � _ _ _ _ _ � _ _ _ _ _ _ _ _ � 3 CELIS SOLID (ONE EA. SIDE OF EXSTG. I _ _ _ �! ; L (NOT W CONTRACn. I S1 GROUTED CELLS) W/ (1)-#5 VERT. EA. CELL �� . W F�`-`� � CONNECTION: ' �I I @ BM. BRG., TYP. VERIFYTHAT CELL IS I � I U � � 7. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLEfE AND ACCURAiE SEf � � \ � J L 4x4x5/16k0'-812 � � r - -- � FULLY GROUTED W/ WEEP HOLES AT FLOOR I! ': U OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. �1\� � I _ _ _ � � - -- --� �LEYEL � ; RELEASE OF THESE DRAWINGS ANTICIPATES COPITINUED COOPERATION AND T�� EXSTG. 3' CONC. SLAB i \ � - - - - - ' - - - i � Z COMMUNICATION BETWEEN THE CONTAACTOR, ARCHITECT AND ENGINEER TO � � � STL. DECKING � � � � � / � � � ' W PROVIDE THE BEST POSSIBLE STRUCTURE. EXSTG. CMU WALL�-�� \ .� � � ; _ \ / � i I I \ r � `"� �L�-� rvew � zv2Xzu2xa� C� 4s• ; �=� � � 'r � � i i I�, � / V �T�� ALONG LENGTH OF BM. I � - - - - ,n - - - - - -; ; 1 � i i- - - - - - - - - ,��- - - - - � ' � � �� .�" Ij � � j ! � � ! ! `O �� i �\ - - 1/8" � I ��IN al � ,` � � , �I � �I ' � � � , � � - - - - - 3 - - - - - - - - � � X � � - - - - - - - - 3 - - - -- - 3 I I i _ (?� 1/8' 2' MIN. �I� rl � � / \ � I cF7� � � i �`�� -_ EXSTG. TWO COURSE i � Fo �' ; j �n v� ; :, rn rn I � i � NEW CONT. L 6k6k5/16 W/ 5/B'H x 5' BOND BM. (VERIFI� �� 2' RE7URNS , � � W I i I ` I � �I � ; '; � EXP. ANCFi's @ 24' �� 3/15 ! il - - - - - I - - - - - - - -� ' / `1 i ; I; � ��\� � � NEW W 1ac19 � '� I i � \ I ` - - - - - - � ' I ; . � � 1 � ; I�� I I (4)-5/8'0 x 6' EXP. ANCH's ' �I I ' / 1 i I I i � � �\J L - J (iW0 EA. SIDE OF STL. BM.) � ;�-ryL�£OPFT. E 6xB�5/16 YW 5l84&7 x5� BEP- -- - 4� - - _I Y_ - - - �- -- �JEW T. ' -EXP. �IWCH�'s Ca� � - � — — -T�_ . <- � i — a=-- = ��J WALL BEYOND WINDOW —f(- � - - � - _ _ _< _ -- ; __ , - - - - �- _- - - - - '- � �- - � -= _ - � - _ - -'-1- -�{ i- -- -- � � - ---� _ ; i.,.....:� — >�� OPENING I I NEW CON7. L bk4x7/16 (LUQ W/ - �J _ _ s �- - _ .__ _ -z_� - - - - - - _ -- - _ -.� L �` _ _ - , __ _.J _�,, 1/4' RAWL 'SPIKE' ANCH's � — 4 - - — �T T �— -�' i 3/16' 2' @ 12 II � L J @ 16' INTO BOND BM. PROVIDE � � � � 8 8 � � I � � P R O J E C T : 0408-04 II '� � 4• MIN. BRG. EA. END OF L, TYP. � i I I i I S7 S1 I � I � I CUT 8 REMOVE BOT. CHORD & WEB ---�L \N • 2 sCn�: 3Va• = r-o � � -r �-� � � I I _ � � D R A W N B Y : TFA MEMBERS OF EXSTG. 14• erw �oisr C�-� � Z I � I 1 Z � I REVIEWED BY : JPL S� I � a a � I CONNECTION SCHEDULE I � IQ a � I I I � � I I � � I I D A T E : PERMIT 9.13.04 g SCALE: 3/4• = i�-0 � !l- - - - - - -►� � QA L 4x4x5/16x0'-6 SEE SECT. 3/Si � �� — � � R E V I S I O N S : St EXSTG. 3' CONC. SLAB NEw w iaQS ON STL. DEClONG � I I I � I �B J L 4x4x1 /4x0'-8 SEE SECT. 4/Si j I I � � - I � � I QC J L 4x4x1 /4x0'-8 1 /2 SEE SECT. 2JS1 I � I � I �r ��h7n <— � e� — _ � � - . - - —, .— — - - - — — — il f;:- :.:.ai i a� .ar��x .�� .�rit� �c Ld= - - - - - - - - ==6J �- -- - - - - - - - - ==- J - JL - F�.. �L� — — — — — � _ — �� _— d -- -- J�,;�r�- BRG. f� 1/2 x 7 x 0'-4 W/ \\ / � \ � /.L_ �r - � � ��: � �2,�5'sGR. 40x B� � ,� M�N. F L O O R F R A M I N G P L A N SCALE: 1 /4�� - , �� FLOOR FRAMING �� -� T ��-_ � •> SHIM & NON-SHRINK GROUT L - J _ JL =- F�-., �j�' �:� ExSTG. ta• s�w ,iasrs � - � - INSTALI NEW MC tac31 EA. SIDE OF �� :�:�• • GROUTIVJO CELLS SOLID Q y �a�'�T" BRG. & ADD (2)-#5'S (ONE REMOVE EXSTG. CMU WALL� EXSTG. BOND BM. AND CONNECT W/ P�N No,�: PLAN & DETAI LS I L = J 1 . INDICATES CONNECTION TYPE. REFERENCE SCHEDULE �k'.:•-�''j' �3 (1)-3/4' H THREADED ROD @ 16' � ( ), IXISTING CONSTRUCTION INDICATED (- ). _ �:"i . �' �� EA. NEWLY GROUTED CELL (REF. ARCH.) � � 2. NEW CONSTRUCTION INDICATED -�r - - �-'$�'.=� -�i'..-.;� VERIFY FULLY GROUTED W/ � � 3. (�Of'-X� INDICATES TOP OF STEEL OR WOOD BEAM ELEVATION. II �•`.::'-`�: ` �:�I WEEP HOLES n t'.ti�a'a��:. `-'i L - J 4. DO NOT SCALE DRANANGS. � $CALE: 3/4' = 1'-0 1 SCALE: 3/4' = 1'-0 \ � S1 S� � � � � � � _ � � a N 0 �� V ^ . Q' J � 7 � �p O - P N a N W EXISTING PLAN NOTES: � r�- , GENERAL PLAN NOTES: N �+ � 1 . EXISTING ELECTRIC BASE80ARD HEAT � . � i 1 . EXISTING ELECTRIC BASEBOARD HEAT N °' � ( 112 ' -0 1/4" LINEAL FEET) '-'-' 2 . NEW ELEC . BASEBOARD HEAT ( 112'-0" ) 3 ° 3 . 3 " 0 STRUCTURAL STEEL PIPE TO BE Q � I RELOCATED, SEESTRUCTURAL � W �� Q 1-- 2 O � W � _ � � � 3}" 1�_3�� 3},� 3��, 3}�� ° � � rs � � 3�_$�� , � ��, � o 7' -8}" � g�_6 � j 5 '-3�° � 4'-8�" 2 '-9 3 '3 � 16'-4 ^ , P W I I � II - O� - _: 31 - � x — - , � T� . �j � _ � �_� � � - --�� . � � v � _ - - _ � , -`� � ,� ENTRY % �\ _ � I - - - - � ° , -I--- - � ' CLOS �� _� , G I 115 � . � , i • � in __. ,� . �n - _ - .. . __�� ol ^.��o � - - - � � � - . h ^ ; �� I , _ .. _ �...��_ ' , _ - _ � . � _ �_ - � � ` O , � IMASTE � _ - * o I � o . . . . 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Town of Vail , Colorado Building Safety & Inspection Services 75 South Frontage Road Vail , Colorado 81657 ( 970 ) 979 - 2139 FAX ( 970 ) 479 - 2952 Plan analysis based on the 1997 Uniform Building Code Project Number : B09 - 0292 Date : September 17 , 2004 Project Name : Address : Village Center 3 A/ B Contractor : Nedbo Occupancy : R1 Architect : KH webb Construction : V- lhr Engineer : SDS Report By : GREG DENCKLA NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . # \ . SHEET IDENTIFICATION CORRECTION REQUIRED - -------------------------- 1 All Plans must show the size and type of all windows and � doors . - - Sec . 106 . 3 . 3 2 All Include a cross - section for each condition . - - Sec . 106 . 3 . 3 3 All This shaft construction is required to be a 1 hour assembly . - - Table 6 -A 4 All This floor / ceiling assembly is required to be 1 hour fire - resistive . - - Table 6 -A 5 All A 42 inch high guardrail with a maximum opening of 4 inches is requied where step is greater than 30 inches to floor or grade below . - - Sec . 509 � Town of Vail , Colorado Building Safety & Inspection Services 75 South Frontage Road ' vail , Colorado 81657 ( 970 ) 479 - 2139 FAX ( 970 ) 479 - 2452 Plan analysis based on , the 1997 Uniform Building Code Project Number : B04 - 0242 Date : September 17 , 2004 Project Name : Address : Village Center 3 A/B Contractor : Nedbo Occupancy : B , R1 Architect : KH Webb Construction : V - lhr Engineer : SDS Report By : GREG DENCKLA NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . OTHER BUILDING ELEMENTS Table 6 - A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 1 hr � Interior nonbrg wall Any 1 hr See Footnote # 5 Structural Frame Any 1 hr � Exterior Struct Frame Any 1 hr See footnote # 1 � Shaft Enclosure Any 1 hr � Floor/ Ceiling Assembly Any 1 hr Roof /Ceiling Assembly Any 1 hr See Footnote # 8 Stairs . Any � None NOTE : See Section 711 for shaft enclosure exceptions . FOOTNOTES : 1 ) Elements in an exterior wall located where openings are not permitted or where protection of openings is required , shall be protected against external fire exposure as reguired for exterior bearing walls or the structural frame , whichever is greater . - - Table 6 - A , footnote 1 5 ) Nonload - bearing walls within a tenant space that are not part of a 1 hr , corridor may be of : a ) Noncombustible ( nonrated ) materials b ) Fire retardant - treated wood c ) One - hour construction ( any material ) - - Sec . 601 . 5 . 2 . 1 8 ) If the entire roof structure is 25 feet or more above any floor , the fire rating may be allowed to be eliminated . See limitations and Page # 2 Code review for : Project Id . : - Address : Village Center 3 A/B requirements . - - Sec . 606 . 5 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES - - Sec . 709 . 6 Through penetrations : 1 ) Penetrations shall be installed as tested in the rated assembly . - - Sec . 709 . 6 . 2 2 ) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated . - - Sec . 709 . 6 . 3 Exception : When penetrating items are steel , ferrous or copper pipes or steel conduits and the wall is concrete or masonry , the annular space shall be permitted to be grout or mortar . The minimum thickness is the thickness required to maintain the fire rating . The maximum size of the penetrating items is equivalent to a 6 - inch diameter and the opening is a maximum of 144 square inches . - - Sec . 709 . 6 . 1 Membrane penetrations : The requirements are the same as for through penetrations . - - Sec . 709 . 7 Exceptions : l . Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area . • Soxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches . � 2 . Sprinklers with metal escutcheon plates . Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained . - - Sec . 709 . 7 Page # 3 Code review for : Project Id . : � Address : Village Center 3 A/B FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES - - Sec . 710 . 2 � Through pentrations : Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures . - - Sec . 710 . 2 . 1 Exceptions : 1 . When penetrating items are steel , ferrous or copper conduits , pipes , tubes and vents through a single concrete floor , the annular space shall be permitted to be grout or mortar . The minimum thickness is the thickness required to maintain the fire rating . The maximum size of the penetrating items is equivalent to a 6 - inch diameter and the opening is a maximum of 144 square inches . 2 . Electrical outlet boxes that have been tested for use in fire - assemblies . The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system . - - Sec . 710 . 2 . 3 Exception : Floor penetrations contained and located within the cavity of a wall do not require a T rating . Membrane penetrations : The requirements are the same as for through penetrations . - - Sec . 710 . 3 Exceptions : 1 . When penetrating items are steel , ferrous or copper conduits , electrical outlet boxes , pipes , tubes and vents • through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and � products of combustion . Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations . 2 . Electrical outlet boxes that have been tested for use in fire - assemblies . 3 . 5prinklers with metal escutcheon plates . Fire - resistive roofs may have unprotected openings . - - Sec . 710 . 4 Page # 4 Code review for : Project Id . : � Address : Village Center 3 A/B SMOKE and FIRE DAMPERS - - Sec . 713 . 10 and 713 . 11 Dampers shall be accessible for inspection and servicing : 1 . Penetrations through area separation walls . Penetrations through occupancy separations . 2 . Penetrations of the fire - resistive construction of horizontal exit walls or corridors serving as a means of egress . Exception : Openings for steel ducts penetrating the required fiie - resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0 . 019 - inch thickness ( 26 gage ) and have no openings serving the corridor . 3 . Penetrations of shaft enclosures . Exceptions : 1 . Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward . 2 . Penetrations of a fire - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position . 3 . Smoke dampers are not required when shaft is exhaust only , and is used for continuously operating fans . 4 . Penetrations of the ceiling of fire - resistive floor - ceiling ' or roof - ceiling assemblies . Exception : Smoke dampers are not required . S . Penetrations of an atrium enclosure element . ' Exception : Smoke dampers are not required . 6 . Penetrations of exterior walls where protection of openings is required . Exception : Smoke dampers are not required . 7 . Penetrations of areas of refuge . Exception : Ventilation system designed to supply outside air during an emergency . 8 . Smoke dampers are required in smoke barriers and elevator lobbies . Page # 5 Code review for : Project Id . : ' Address : Village Center 3 A/ B DRAFT STOPS : � If there is combustible construction in the floor/ceiling assembly , draft stops shall be installed so that the area of concealed space does not exceed 1 , 000 square feet and so that the horizontal dimension between stops does not exceed 60 feet . - - Sec . 708 . 3 . 1 . 1 . 3 When sprinklers are installed in the floor/ceiling space attic , the area may be 3 , 000 sq . ft . and the greatest horizontal dimension may be 100 feet . If there is combustible construction in the roof / ceiling assembly , draft stops shall be installed so that the area of concealed space does not exceed 3 , 000 square feet and so that the horizontal dimension between stops does not exceed 60 feet . - - Sec . 708 . 3 . 1 . 2 . 2 when sprinklers are installed in the attic , the area may be 9 , 000 sq . ft . and the greatest horizontal dimension may be 100 feet . OCCUPANCY SEPARATIONS - - Table 3 - B B - R1 lhr HEATING EQUIPMENT SEPARATION : FOR B OCCUPANCY : A 1 hr , occupancy separation is required around rooms containing a boiler or central heatinq unit greater than 400 , 000 BTU input . - - Sec . 302 . 5 FOR R1 OCCUPANCY : A 1 hr , occupancy separation is required around rooms containing a boiler or central heating unit serving more than one unit . • - - Sec . 302 . 5 exc . 2 ADDITIONAL SEPARATIONS : . A refrigeration machinery room shall be separated from the remainder . of the building as required for an H7 occupancy regardless of area . A horizontal occupancy separation may be limited to the actual floor area of the machinery room . Structural supporting elements shall be protected for the type of construction only . - - Sec . 2802 A 1 hour separation is required from an B occupancy . - - Tab1e 3 - B FOR R1 OCCUPANCY : A 1 hr . occupancy separation is required around common storage and laundry rooms . - - Sec . 310 . 2 . 2 . A 1 hr . fire separation is required between dwelling units . - - Sec . 310 . 2 . 2 Page # 6 Code review for : Project Id . : , ' Address : Village Center 3 A/ B EXIT REQUIREMENTS : FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 Master Bed 1 1 0 . 2 No N/A N/R 3 Master Bath 2 1 0 . 4 No N/A N/R 3 Bed 1 2 1 0 . 4 No N/A N/ R 3 Bed 2 2 1 0 . 4 No N/A N/ R 3 Bed 3 2 1 0 . 4 No N/A N/ R , 3 Bath 1 2 1 0 . 4 No � N/A N/ R 3 Entry 1 1 0 . 2 No N/A N/ R 3 Hall 1 1 � 0 . 2 No N/A N/R 3 Kitchen 4 1 0 . 8 No N/A N/R 3 Living Room 4 1 0 . 8 No N/A N/ R TOTAL 21 2 6 . 3 No N/A N/R In areas where 2 exits are required , the minimum separation is 1 / 2 of the maximum diagonal of the area or floor . - - Sec . 1004 . 2 . 4 when 2 exits are required , exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit , except for dead ends not exceeding 20 feet in length . - - Sec . 1004 . 2 . 6 Exit signs are required from all areas where 2 or exits are required . • - - Sec . 1003 . 2 . 8 . 2 , Exception 2 No point to be more than 100 feet from an exit sign . Main exterior exit doors which obviously and clearly are identifiable � as exits need not be signed when approved . - - Sec . 1003 . 2 . 8 . 2 , Exception 1 Door swing is based on Sec . 1003 . 3 . 1 . 5 except as noted . Occupant load factor is based on Table 10 - A . Number of exits is based on Table 10 - A except as noted . Exit width is in inches and based on Sec . 1003 . 2 . 3 and Table 10 - B Exit width is to be divided approximately equally among exits . - - Sec . 1003 . 2 . 3 . 2 Width shown for all areas is based on other egress components . Width shown for 1st floor is based on other egress components . Width shown for other floors & basements is based on stairways . - - Table 10 - B For the minimum width of doors , see Sec . 1003 . 3 . 1 . 3 For the minimum width of hallways , see Sec . 1004 . 3 . 3 . 2 For the minimum width of corridors , see Sec . 1004 . 3 . 4 . 2 For the minimum width of stairways , see Sec . 1003 . 3 . 3 . 2 FOOTNOTES : Page # 7 Code review for : Project Id . : Address : Village Center 3 A/ B FLUSH AND SURFACE BOLTS : Manually operated edge - or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used . when automatic flush bolts are used , the door leaf having the automatic flush bolt shall not have a door knob or surface - mounted hardware . The unlatching of any leaf shall not require more than one operation . - - Sec . 1003 . 3 . 1 . 8 LOCKS AND LATCHES : Regardless of the occupant load served , exit doors shall be openable from the inside without the use of a key or any special knowledge or effort . - - Sec . 1003 . 3 . 1 . 8 Key - locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING HUSINESS HOURS . When unlocked , door ( s ) must swing without operation of any latching device . - - exc . STAIR NOTES : � Public stairways : 1 ) The rise of steps shall not be less than 4 inches or greater than 7 inches . The minimum run is 11 inches . The maximum variation is 3 / B inch in a fliqht of stairs . - - Sec . 1003 . 3 . 3 . 3 2 ) The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater than 49 . - - Sec . 1003 . 3 . 3 . 2 • Also see exit table above to see if minimum width is greater than 44 inches . 3 ) Provide a handrail on both sides of stairway 34 to 38 inches above the • nosing . May be on one side of stairways less than 44 inches wide . - - Sec . 1003 . 3 . 3 . 6 , Exception 1 4 ) Provide a guard rail where drop off is greater than 30 inches . - - Sec . 509 . 1 5 ) The minimum height is 42 inches . - - Sec . 509 . 2 6 ) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through . - - Sec . 509 . 3 The triangular opening formed at the riser , tread and guardrail may be 6 inches . - - 509 . 3 , Exception 2 7 ) The minimum headroom is 6 ft . - 8 inches . Such clearance shall be measured vertically from a plane para11e1 and tangent to the stairway tread nosing to the soffit above at all points . - - Sec . 1003 . 3 . 3 . 4 8 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Page # 8 Code review for : Project Id . : � Address : village Center 3 A/ B Stairways are required to be in exit enclosures . - - Sec . 1005 . 3 . 3 . 1 1 ) The walls of the enclosure are required to be 1 hr fire assemblies . - - Sec . 1005 . 3 . 3 . 2 2 ) The openings into the exit enclosure are required to be 1 hour assemblies . Note : Openings into enclosure are limited to those necessary for egress normally occupied spaces . Doors shall be maintained self - closinq or shall be automatic closing by actuation of a smoke detector , - - Sec . 1005 . 3 . 3 . 5 3 ) A connection to the exterior is required with the same fire protection as the exit enclosure . - - Sec . 1005 . 3 . 3 . 3 In Office buildings , 50 percent of the exits may discharge through a street - floor lobby when an automatic sprinkler system is provided on the entire street level floor . - - Sec . 1005 ..3 . 3 . 3 , Exception 2 4 ) The space under the stairs ( enclosed or not ) may not be used for any purpose . - - Sec . 1005 . 3 . 3 . 6 5 ) A barrier is required at grade level . - - Sec . 1005 . 3 . 3 , 4 ELEVATOR REQUTREMENTS : 1 ) When the elevator vertical travel is 25 feet or more , each associated elevator lobby or entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only . - - Sec . 3003 . 2 2 ) In building three or more stories in height , at least one elevator serving all floors shall accommodate a wheelchair . See the complete list of requirements in code book . - - Sec . 3003 . 4 . 1 . 3 ) In all structures four or more stories in height , at least one elevator shall be provided that can accommodate an ambulance - type stretcher 76 inches by 24 inches in the horizontal position . - - Sec . 3003 . 5 . 4 ) Shafts ( hoistways ) housing elevators extending through more than two floor levels shall be vented to the outside . The area of the vent shall not be less than 3 1 / 2 percent of the area of the elevator shaft , provided a minimum of 3 square feet per elevator is provided . - � Sec . 3004 . Vents shall be capable of manual operation only . LANDINGS AT DOORS : - 1 ) A floor or landing shall be provided on each side of doors . When access for persons with disabilities is required . the floor or landing shall not be more than 1 / 2 inch lower than the threshold . When access is not required , the maximum is 1 inch . - - Sec . 1003 . 3 . 1 . 6 2 ) Landings shall have a width not less than the width of the stairway or width of the doorway , whichever is the greater . Where a landing serves an occupant load of 50 or more , doors in any position shall not reduce the landinq dimension to less than one half it required width . The minimum length in the direction of exit travel is 44 inches . - - Sec . 1003 . 3 . 1 . 7 Page # 9 Code review for : Project Zd . : ' Address : Village Center 3 A/ B TRAVEL DISTANCE : ( distance to an exit ) The maximum travel distance in this building is 250 feet . - - Sec . 1004 . 2 . 5 . 2 . 3 Travel distance shall not be limited within an exit enclosure or exit passageway . - - Sec . 1005 . 2 . 2 BUILDING ACCESSIBILITY : In offices ( except health - care providers ) and retail sales floors , with an aggregate area of not more than 3000 above or below the accessible floor need not be accessible . - - Sec . 1103 . 2 . 2 Exception 1 ) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117 . 1 . At least 50 percent of all entrances shall be accessible . - - Sec . 1103 . 2 . 3 2 ) When more that one exit is required from any accessible space , each accessible portion of the space shall be served by not less than two accessible means of egress . - - Sec . 1104 . 1 . 1 3 ) When an • exit stairway is part of an accessible means of egress , the stairway shall have a clear width of not less than 48 inches between the handrails . The stairway shall either incorporate an area of refuge within an enlarged story - level landing or shall be accessed from an area of refuge . - - Sec . 1104 . 1 . 2 The area of refuge shall have direct access to the stairway that serves it . - - Sec . 1104 . 2 . 1 4 ) Each area of refuge shall be sized to accommodate one wheelchair space • not less than 30 inches by 48 inches for each 200 occupants , or portion thereof . - - Sec . 1104 . 2 . 3 5 ) If the area of refuge is not within the stairway , it shall be separated • from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating . Smoke barriers shall extend to the roof or floor deck above . Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes . - - Sec . 1104 . 2 . 4 6 ) Two - way communications are required . - - Sec . 1104 . 2 . 5 7 ) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility . - - Sec . 1104 . 2 . 7 8 ) NOTE : Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge . - - Sec . 1104 . 1 . 2 , Exception 2 Page # 10 Code review for : Project Id . : � Address : Village Center 3 A/ B AUTOMATIC SPRINKLER SYSTEMS : If there are 100 or more sprinklers , all valves controlling the water supply and water - flow switches shall be electrically monitored . Valve monitoring and water - flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station , remote station or proprietary monitoring station . - - Sec . 904 . 3 . 1 STANDPIPE REQUIREMENTS : There is no requirement for a standpipe . - - Table 9 - A FOOTNOTES : 2 ) A standpipe is not required in the basement . - - Table 9 - A , footnote 1 VENTILATION : All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1 / 20 of the total floor area or shall be provided with a mechanically operated ventilation system . Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant . - - Sec . 1202 . 2 . 1 WALL AND CEILING FINISH : 1 ) Wall and ceiling finish materials are required to comply with Sec . 804 . 1 and Table 8 - B . . 2 ) Carpeting on the ceiling is required to have a Class 2 flame spread rating . - - Sec . 804 . 2 3 ) Textile wall coverings shall have Class I flame spread rating . . and shall be protected by automatic sprinklers or meet the acceptance criteria of U . B . C . Standard No . 8 - 2 - - Sec . 805 4 ) Toilet room floors shall have a smooth , hard nonabsorbent surface that extends upward onto the walls at least 5 inches . - - Sec . 807 . 1 . 1 S ) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth , hard nonabsorbent surface . - - Sec . 807 . 1 . 2 INSULATION NOTES : 1 ) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling . - - Sec . 707 . 3 exc . 2 2 ) Foam plastic insulations are required to be protected . - - Sec . 2602 Page # 11 Code review for : Project Id . : Address : Village Center 3 A/ B ADDITIONAL REQUIREMENTS : � For B occupancy For R1 occupancy 1 ) Provide a window or door to the exterior from every room used for sleeping . - - Sec . 310 . 4 . The window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches ( minimum ) , and a clear width of 20 inches ( minimum ) . - - Sec . 310 . 4 2 ) Al1 habitable rooms require exterior qlazed openings equal to 1 / 10 or more of the floor area . ( min 10 sq . ft . ) - - Sec . 1203 . 2 3 ) All habitable rooms require an operable exterior openings equal to 1 / 20 or more of the floor area . ( min 5 sq . ft . ) - - Sec . 1203 . 3 4 ) Apartments - Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 5 ) Hotel /Motel - Provide a smoke detector in the main room or each sleeping room . - - Sec . 310 . 9 . 1 . 5 6 ) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens , halls , and baths may have a ceiling heiqht of 7 feet . - - Sec . 310 . 6 . 1 Page # 12 Code review for : ' Project Id . : Address : Village Center 3 A/ B GLAZING REQUIREMENTS A11 glazinq in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2406 . 4 Locations : 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors . 5 ) Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 - inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 above ; than meets all of the following conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Exposed bottom edge less than 18 inches above the floor . C . Exposed top edge greater than 36 inches above the floor . , D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . . Included are structural baluster panels and nonstructural in - fill • panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water ' s edge . 10 ) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface .