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Home My WebLink AboutB14-0098 CR1 . . , , � ii � � , � . � ° °e °a�'I° u�'� ,J� �I s e. 1 � a � • ft � Apri128, 2014 Mr. Martin Haeberle Town of Vail Building Department 75 South Frontage Road West Vail, Colorado 81657 R�: Read Residence Remodel B14-0098 Dear Martin, The following responses are to the plan review comments for the Read Residence Remodel project: 1 . Changes to gas systems, mechanical No system changes at this Yime. systems? If so provide plans and calculations fox the pxoposed woxk: note these ate not defextable. 2. Show occupancy, squaxe footage of Occupancy Group: Residential group R-3, addirion, spiinklex alarm systems, and type Square footage of Addition = 372 s.f. No sprinkler system provided. RE: A1 .0 —Project Data, Detail #1 3 . Refexence codes deSigned to; note UBC Note now references 2012 IRC Re: AI .O, has not been used in ovex 10 eais additional notes #4, Detail #1 4. Show compliance �vith light and Light and Ventilation (Per 303 . 1 — 2012 ventilation xeqt�ements of section R303 IRC) IRC 2012 edirion New Bedroom/Family Level: Required Light: 426 habitable s.f. x 8% equals 34 s.f. Proposed: 42 s.f. Required Ventilation: 426 habitable s.f. x 4% equals 17 s.£ Proposed: 51 s.f. 5. Identify on plans sho�ving compliance New bedroom — Type "A" window �vith e�ess iequ�ements of the section R311 Two 3 '-0"x5 '-6" operable casements of the IRC (meets egress). Re: A3 .0 Window Schedule, Detail #2 6. Hand xaIls design and locaaon, typical. Added information and annotation to the Show compliance �vith section R311 of the drawings. RE: 6/A5.0 & Detail #3 IRC 7. Show compliance for guaids pex secuon Added information and annotation to the R311 IRC drawings. RE: 5/A5 .0, 6/A5.0 & Detail #3 , Detail #4 8. Claxify walkine in compliance with secuon Walkline is in complianee. Min. R311 IRC dimension is currently shown as 10" at S e g e r b e r g , M a y h e w & A s s o c i a t e s A r c h � t e c t s , P . C . , A . I . A . Mail: P.O. Rax A700 • Vall, CO 81658 • e-maii; mfo@smarohs.com • hup://www.amamhs.wm Maio Office: Pegle-Vail • IOI Gngle Road, 61dg. 6 • Avon, CO RI620 • plrone: 970 476 4433 • fax: 970 476 4608 Demer OFfice: L2G00 Weat Colfex Avenuq Swro A-140 • Lakewood, CO 80215 • phone: 303 623 3}55 • fax: 303 627 2262 � � wall. We have added the walkline to the plan. RE: 1/A6.0, Detail #5 9. Sho�v handiail Note added showing existing handrail location. RE: 1/A6.0, Detail #5 10. Provide electrical load calculations, To be provided by Rader �ngineering panel sizes and locations 11. Identify special inspections and types Re: attached revised structural drawing per ChapYer 17 of the IBC 2012 edition 12. Piovide design for ne�v stair showing Re: attached revised structura] drawing com liancc with cw�rent livc and dead loads 13. Inch�de design for pioposed sno�v Snow retention system to match existing retention systcm pex TOV code as amended system. Detail added to drawings. Re: 2/A4.0 & Detail #6 Please let me know if you have any further comments or questions. Sincerely, � Kurt Segerbe�/k%�� Segerberg Mayhew Archrtects PROJ�CT pATA, COpE IPFORMATION: 2miz i.r�.c. Occupancy Csroup: Residential group R-3 GI�086 RE8IDENTIAL FLOOR A1QEA ICaRF,4h NOTE: ALL 5F GALG1ILATIONS ARE TO OIITSIDE FACE OF SiRUCTIJRAL FR4MING PLYWD.OR CONCREiE WALL. ADDITION = 3l2 5F. �t OF C�� v � y Uj K TA. * �� * B-15 � �� SFD ARC�\�( �` - ADDITIONAL NOTES: I. ALL DIMENSIONS ARE TO BE FAGE OF S?UD UNLESS NOTED 071-IEi2WISE. 2. p0 NOT SCALE DRAIUINCxS. 3 G70 D L D S A 710NS FI�Y ARE SI-IOWN O E pRAWI , ANp IN tION TO E INCs GOND IT I ONS. 4. ALL MATERIALS, CONSTRUGTION, SYSTEM6 AND WORK 70 GOMPLY WITN ?HE 2m12 INTERNA710NAL RESIDENTIAL GOpE, 2m12 IN7ERNAtIONAL MEGI-IANIGAL GOpP, 2�11 NATIONAL ELECTRIGAL GODE, 2m12 PLUMBINCs GOpE, ANP ALL O?HER CODES, ORpINANGES, GOVENAN?S, INTERPRE?A?IONS, AND LATES? EP IT IONS. 5. RPPAI REfi'LA A EXIS7 7ERIAL GOND AMACsE GONS N. DUE TO THE UNGERTAINTY OF THE EXISTINCx STRUGTURAL GONpITIONS, FI�LD EXAMINATION ANP GOORPINATION IS REG2UIRED f RIOR 70 GONSTRUCTION. ��c� �� RESPONSE �ob No:35��.m� �� I ; 70 70V Drawn By: SMK Segerberg, Mayhew 8 Associates Architects GoMMEN7S �� Date: 4-28-14 Iml Eagle Road - Building 6 Avon, Golorado 8162m DWCz REF: AI_B Scale: Tel:9l0.416.4433 Fax: 91m.416.46m8 UJINDOLU SCN�pULE MARK UNIT VENT ��W X�H)s��g �MARKS A - V/V l2) 3'-m" X 5'-6" ARGN ?OP, ECsRESS g 56�om � b'-6" X l'-m" PIGTURE - BAY G 16rom V -6" X -�" S p 2660 V 2'-6�� X 6�_m�� UJINpOUJ SCNEDULE NOt�: I. ALL UNIT NUMBERS ARE FOR JELD-U1EN MANUFAGTURER. U FAGTOR: 3m Cf'ER MANUPAGtURER SPECIFICA710N5) 2. REFER TO DOOR SGH�pULE FOR FRENGI-4 DOORS. 3. ALL WINDOW HEADS SET � 6'-8" A�� U.O.N. 4. PROVIDE TEMPEREP GLASS WHERE REQUIRED BY GODE 5 DIREGtION OF OPERATION SNOUJN ON EL�vA710NS. ��F C�O.., �Q' "Y \ fij KUR . S GE � * �� 1 97 ,� o� c, . �S'FD AFtG��, � �� R�POIN5�T0 JobNo:35mB�.0m �� I I ; TOV COMMENTS Drawn By: SMK Se erber Ma hew � Associates Architects �� g g� y Date: 4-28-14 Iel Eagle Road - Bulldiny 6 Avon,Colorado 81[2m DWCs REF: A3.m Sca le: iel:9lm.4�6.4433 Fax:9�0.4�6.46m8 � J I �JT — NEW � � GOPPER ROOF - 6 4 I� ; – � T.O. PLATE 122'-9" l NEW �— WINDOW N�W D�CK EN?R1' FAMILY J NEW DECK AND STAIRS ADDITION METAL CsUARDR41 SAND a STONE METAL 7.0. S70N ;:� CAPS GIIARDRAIL ��r�'_�� 0 T.O. STON F �°—PE T.0.5TpO�NE � 113'_6'� , , . 43 a: .0.S�ONE ,' f I12'_�" I _ - 2'� c� �I i � ' NEW STONE I VENEER TO O � � i MATGH EXT. ��0 �O �/ I � �l S CU q. � � . * I �� -1597 �,� � ��`S'Fp qRGN�� .. �. N�LU ��Ofi�f L�V�� UI �� IN� �� I �N ��l� �� R�POINS�p JobNo:35Bml.mm ��C� I I : TOV GOMMEN?S prawn By: st�tK �� Sec�erberg, Mayhew 8 Associates Architects Date: 4-2S-I4 Iml Eagle Road - Building 6 Avon,colorado e162m DU.K: RE�:6/A5.m Scale: I/4" = I'-m" Tel:9'im.4�6.4433 Fax: 9�m.4�6.4608 � . .� I �� _ Nw Nw ure — � � C P ;E — D R O i •m O 5P0 T I I I � �Y�J ❑ �1 o O ��EL�OUNTED � . �_ ��_lO��[]�O C� I�IFI � � � �/ \ �AARDRI�I�O � NEW DOOR II [_ � � 1 O _ ��A�� s � �° "" � � r, �Ij �� U ��L � II I ��_ _ __ ' I� � m �Y `__� �� C � . 7�� _ II� II 1 - I-I �I-HI--. . � \ I � 1 � t.o. � � _ I I I NEW ��0❑ ? - 11z�� - ANDK NEWSTONE � VENEER TO � �[]� — — STAIR- MATCN EXT. --_ R �� TNRU-WALL �� SCUPPER SAND STO � � AIN � CAP QF CO�O Q � \ (�l � SEK ERT --- I � �1597 *% ��SI�D ARGN\��G �` N�UJ ��O�M �� N��T�I ��V�fiI �N . �� RE�PONS�TO Job No:35m��.mm �� I I = TOV COMMENTS Drawn By: SMK Se erber , Ma hew 8 Associates Architects �� g g y Date= 4-28-14 101 Eagle Road - Bullding 6 Avon,colorado e�62m p111.3 REP:5/A5.� Scale: I/4" = I'-0" iel:9'I@416.4433 Pax: 91m.416.46m8 � - - - �� _ - ��. � ,,, J �� 6 _4�� 8�� - � , „ � �� Fie�o o a xist st i ya" NE F . - �/ / A �N- n � NCU1 �E � a ��E � � � , — I I 15'- " TAL CaU RD e e _ I IL, / � _ � �, I ; a E � � � ��- � — '!-- — a � � � I � - - - - - � 6s ,III�_y�� _ � — — — — — — —r / �a. METAL NAND — — — — — L RAIL, ��_y�� +109'-6" g�� PAINTED � � � 5n = (FIELD RIFY O ALIGN WI1H EXI571NG SiAIR W I LI II—�n II_�n II_m I L� l'-I° 1EX15TINCs) 3'-4" I'-6" LI ♦109'-6" (Ex15i�NG1 � x�st� ) 4�_m�� 2'-6 '1�� flll'-m" +109'_0" I f� T.O. STO� i Ilm m — - - - - - �� a I I I � — — _ �— I I I �— — _� I I �O N� I ExIS71NG B O 0-N-� NANPR4IL �F C � . m m I I ° � � \ I REMAIN Ku r ` � � I � Is � i`; I � � �: * � I � s� �9 \��,��` �ARCN ,� _ �N��R�� N�l� ��IG/�T� IR ��N �� y�� GVISIOYI: JobNo:35mml.mm �� I I : l� RESPONSE 70 TOV GOMMEN7S prawn By: 5MK Se erber 1'1a hew � Associates Architacts �� g g' y Ddte: 4-28-14 Iml Eagle Road - Bulldlny 6 Avon,GOlorado 81620 DUK� REF: Scale: I/2" = I'-m" Tel:9�m.4�6.4433 Fax:9�B.416.46m8 � _ _ _ _ _J N Z N r n � mo �01 STq ° n D � m �� tn T� m � cncnn A �i/ � C O r � — � OE '�w T � v, , ~ � � O � N N T � � CNl �i V�D 0 A � � � � m � i - rD � ,�t`�,T * �.� � !� � Q. n+ � N \ - N � a � , , (� _ �, _ ,� _ 1f�C — \ e � — \ . _ � _ IIIIII � � � O � � (lm 3W � — m � A r mpX Dp� Oi�A '" < C1Tn � � � � � X -0 �� - 00 - mOX -� � � (ld mr r < 01 � ��,I -� � � Dm r (l � m � • A rm -0 �(1p C10 �� A m m -� m O ,-Zi ' — �, ^ O � �p b NZG� m � � A D �' � � .. m _ r 3 m � N � D ZN -p0 r d = r0 N E (1 O � �` Op� � 3 � co _ � E ^� � X m -O � X Dz 01 � � mm � c� _ mN �p OX � EX — �lIDO � � -< DN Ndc�n G� � mA � � - m o � � . d A m r N d �� RESPON E. Job No:35mm1.� Detall. TO TOV Drawn By: SMK Segerberg, Mayhew & Associates Architects coMMENTS Date: a-zs-ia �� SOl Eagle Road — Buildi�g 6 Avon, Coloraao elszo DWG REF: Scale: I I/2" = I'-m" Te1:970.476.4433 Fax:970.476.4608 1 _ _._ _ Monroe & Newell Engineers, Inc. P.O Hox 159] '10 BexFinarkkwd,Sulle 30.1 Avon,Calorado81620 (9]019499968 � Emaii: �von@mo�vmn�e9w�e��an� � I<PoGlenamPiaaS5m1e1U1 Denv¢yColonJOB0302 pOJ)6]3A92] PAX (303�6'1366�2 Emvil:Eenvar�manme�rcwellxvm / i i i� �' � � EW 8" NCRETE � ` � 7 a i i i i �� j � WALL � � S3� � I Y i , � � 8•, N I i I I 1 I / EXISTING iI L - � -�---- - '=� � � 7' „ . � FOUNDATION ' i ' - �'�— '"" � m'AJ _ ..._... WAIL (TYP.) i i d---°- - - - - - - . - - � i i i � i �.� i i � i �,;,�.°��. "a�"�°�;�^y i i � 3'-11�� NEW 6" MINIMUM CONCRETE i i � i SLAB ON GR4DE STAIRS � � i � ADD ON TO EXISTING WITH #4 AT 16" EACH WAY °� � � CONCRETE WALL WITH � � � NEW 8° CONCRETE WALL. - -- - -- - • - - - � i ��*`4h��.�.� � i i � � i i i _ , i i � i � i i i � � � i � � i i i � � � ' � i � i � � j � � I I � � � I � � � I _ _ " __ ' I— � � � .. � — _ _ _ _ _ ' _ ` _ _ I_ I � � — I_ � � I EXISTING STAIRS - I � � f TO REMAIN i � � � ( � � � � � � I � I � � i I 1 � � r � � � �-- -- --- � r � i � � i I J � � � 1 . . . ��"`^, L_ ' _ __ _ " _ ____ _ _ a I ' . . SPECIAL INSPECTION � i � O��'� 1 . PERIODIC INSPECTION OF REINFORCING S EL J � � '. • �"R ' •' . P' � . AND VERIFICATION OP USE OF REQUIRED ;'� ,'� � O°�� CONCRETE DESIGN MIX. ,' ,' tj �� ,� p f .; �Y_ (- - - -�- --- - - - - J :.� � ':U :?� �. � . � ,(� '.;.f?, � � �.. i �'i '�` .. . � . � - - - - - - - - - - - - - -- - � FS.. ..�A �, �� Si � ' i;r ,� y � tJ( DATE: PROJECT: OWG. BY: CHECKED BY: 4/28/14 READ RESIDENCE REMODEL MSH CC SHEET N0. S3.0 SCALE 1/4" = 1'-0" JOB N0. 9449