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B01-0123 plans
� r � m IIE�RINT CORVORITIOX . . • . • , , , • , GETTER:AL NOTES : 1. Since the logwork is built prior ta the foundation work, the generai contractor andlor the owner shali be resportsible for checking and verifying that the center lines of the log walis and the concrete wails coincide. 2. The generai contractor shail verify ail dimensions and site conditions and shail notify "Alpine Log Homes" of any discrepancies before starting the work. 3. The general cor�tractor and/or owner shall consider the engineering report as an integrahpart of the plan package. Any detail expressed in the engineering report shall take precedence over the detail presented on the pians. 4. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc. is the sole responsibility of the contractor and has not been considered by the engineer. The corrtractor is responsible for the stability of the structure prior to the completion of ali shear walls, roof and floor diaphragms and finish materiai. 5. The plan package does not include provisions for on site visits during construction. 6. "A(pine Log Homes" assumes no responsibility for any changes, omissions, or deviations by the general contractor and/or owner. 7. This project shall comply with the goveming codes and/or the requirements of any authority having jurisdiction over the work. 8. Although the foilowing system designs, details, and drawings are not provided by "Aipine Log Homes," all work shali comply with the latest edition of the applicab�e codes. System designs NQI by "Aipine Log Homes:" Fireplace design, hearth, mantei, and veneers Electrical Ptumbing Mechanical (HVAG)/energy calculations Thermai and moisture p�otection Cabinets and miliwork Insect protection Site and landscape planning Interior design specifications 9. Use dimensions as provided, do not scale drawings. 10. Ail footings shall be placed on load-bearing, undisturbed soil. Footings shall be placed below frost depth as required by local codes. 11. Provide perimeter foundation drains as dictated by locai codes or site conditions. 12. The generai contractor shali verify all "Top of Concrete" wall datums and 'Top of Footing" datums per the site and grade conditions. � � , • � , , 13. The general contractor shall provide adequate drainage and control of surtace water away from the structure for a distance of not less than 10' 0". 14. Use details marked "Typicai" wherever applicable. 15. All mechanical fasteners and connectors shall be "Simpson," or equai, or as detailed. Foilow the manufacturer's specifications or installation. Bolts shail conform to ASTM A307, and steef shapes and ptates shail conform to ASTM 36 unless noted otherwise. 16. All dimension framing lumber shall be No. 2 and better: Douglas Fir or Larch, or local equivalent. 17. Glu-lamfnated beams shall be 24F-V4, DFtDF, architectural grade and appearance, or locai equivalent, unless otherwise noted. 18. Metal flashing shall be used at ail roof vaileys, roof-wali intersection, and roof- chimney intersections. The flashing and counter-flashing shall be of not less than 26 gauge, corrosion resistant metal. General Contractor shali be responsible for coordination of color to match raof systems and adjacent materials. � 19. "Certified" pre-fabricated trUsses and truss systems shail be designed and engineered by the local truss manufacturer. 20. Where ice damming is of concem, on shailow siope roofs and in roof valley , appiications use a waterproof inembrane, Bithuthane, or other waterproof membrane product up at least 6' 0" from eaves and up each side of valleys. 21. Provide eave gutters and drain system for the discharge of rainwater, as necessary. 22. All window and door "bucks" at log wall openings shall be structural. 23. All door and window glazing shail be double insulating glass (minimum). 24. "Egress" windows shall be provided as required by the goveming code. 25. "Tempered" giazing is required for: a. Aii door glass. b. Giass within a 24" aro of vertical edges af a door and less than 60" above the floor. c. Giass over tub or shower within 60" of floor. d. Glass within 18" of the floor and over 9 square feet in size. 26. It is the generai corrtractor's responsibility to provide for the continuous integrity of bearing columns when interrupted by a platform. Non-bearing, vertical log posts will require the equivalent of a double joist for bearing and anchoring. .- , N r i � � :. .. .. . � � . • � �. , i � �� � , DESIGN AND STRUCT'I:TR.AL CRITERIA: STRUCTURAL BUILDING CODE 1997 UBC SNOW LOAD 80 PSF WIND SPEED 80 MPH EXPOSURE CLASSIFICATION B SEISMIG ZONE 1 FROST DEPTH 48 INCHES SOIL BEARING 800 PSF CONCRETE @ 28 DAYS 3000 PSI REINFORCING GRADE 60 STEEL PLATE AND SHAPES ASTM A36 BOLTS ASTM A307 FLOOR LIVE LOAD 40 PSF DATtr.M Sy�oLS: -�- LOG WORK -�- SUBFLOOR -�- CONCREiE r�oTE: ha° -�- _ �.00� - o„ SY'MBOLS: O FOOTING Q SHEARWALL � . ,. Y, TYPICAL DATUMS and REFERENCES: v `t�� . � �� a Q WINDOW O ���R 4: �) _., ,. e ,I .• . ' f , ■ : � � � M r �, � �; � v � y' � .. ,� r� , 3; ; l I�Ex To DRav��r��s : 1. COVER SNEET � GENERALNOTES 2. FOUNDATION PLAN 3. LOWER LEVEL FLOOR PLAN 4. MAIN LEVEL FLOOR PLAN 5. UPPER LEVEL FLOOR PLAN 6. EAST E�EVATION NORTH E�EVATION 7. WEST ELEVATION SOUTH ELEVATION 8. ' BUILDING SECTIONS DETAILS 9. FOUNDATION DETAILS 10. SCHEDULES TYPICAL DETAILS 11. STAIR SECTIONS DETAI�S 12. UPPER LEVEL FLOOR FRAMING PLAN DETAILS 13. ROOF FRAMING PIAN 14. ROOF FRAMING DETAILS 15. TRUSS DETAILS ���t � �!«o JUL 2 6 2001 1'�i/-CUM.[}�V. , �, .�, �A,�,��r� i, ' 'w ti Jt:,,�� %5s�73�+���'L��.��� � „ � � rs ~.� r: SQUA�RE FOOTAGE DATA; �OWER LEVEL MAIN LEVEL UPPERLEVEL GARAGE-- . ` � 1,530 SQ. FT. 1,530 SQ. FT. 608 SQ. FT. 552 SQ. FT. l� 1 BEAUDETTE 25977 -•••.�. � � � � M � � t0 � <O O d' v � i" � rn � � 4 Z F � � 0 � U > � o M M e� 0 m � � o°.' � �� dF o r3b�� • � � k�� � �f � W y,r� N � � � o N �� O � b�/b'�Wb. p11Z�`���� � � .. � W O � w � � � � � � � � �J � � Q � o W � Q � ,� � � � v � O � Z"') W � � 0 � Q � v SHEET � �F �� Copyright Alptne Log Homes, Inc. o��: �. �3- O I ��� tD-Z7-vi �" ooT I N G� SG}-}�I�UL�. MAt2K 51Z� Kz�INFbt2GiIJG� F I (o�-!�"x (v�-(. �� x I 2�� vP 7-#' 5 FA. 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G5r11', U I-25`�3 x.�� x�}-o'i� ��Y�F-h� `���� u �u�t-�i T (3 1 �xh. Gyt1'�. U I- 2r�-53 7•b''i� 5-a'� (�1' ( G�t1T• G41�'ot'1 �-o x 2-a ig n h�Y�i��+rh �Y a���-� CaUOR. ANp ��NpOb,1 NOTE�,`� I,. t�lINDOkIS �ENOTED AS EG�.E�S 5��1.. P.SE C�FE(zAf3l..E 4�IINDOhJ� WITt-i A N�.TG(_E',AiZ OPENlNla oF 5�7 �GVPT, W�TH A MIN, NET GI..F-/�. HE�UHT'o� �4�, A MW� NE.7' Gt.EAR W It�TH O� ZO� � G.1,_E� SI�L.. HEIC3HTOF NOT"'Md{zE'Tf-lat�t �}4� ,0.�s�/E FIt.115HEb �i-DOR. 2; F�CNit� Fc�. SGi���� AT A4.�- EXTERIOP�DO01�� � oPE3���.E hIlNt�oltit5� 3� U5E ONtX GEI�T1FtEt� Cr�oRS $- W�►��WS� �ITE�-IILT tx�oR.�"� �.I�lINPolnlS SHRLLf�E. GAULKEP '� �nIEP�THER.ST�.Ij�PEt� f�'S fZEQWIi�A 4� li`z-N ROt�l�1r1 �-IGK� AS�uMEP AT ���-. EXTEf�Of�. t�ooT� � W INDOWS� ' S, t�.�iNCvW �.� sHo.i-�. � �ou� �r�z.�Nt�, Co, THE WINPoW $ C�i�. �i-IE.DULE� SE1NE A� P� L�UICE FOP QU�NT17Y� i l_�TION AtJD P�PP'�XIMP.'T'E SIZE. "(}-IE G-i�NER,A�. �NT�.G-ToR �'��-�- YEi�.1F'( �,XAGT l_t�P�Tlohl. ��ZE � QuP�i�lT171E5 ONGETHE LOG� W4�lC HAS BEEN 2E�.�SSEMt�Et� .a.Nt� Ffr1oR id oi�E�lNVf Sa�ic� GoMPC�NENT�. F��MINC--t NOTE�: I� AL4. �i�P�MEt� hlA�r...5 �t-IA� P�E ZK.4 G ICi�o�L, UNLE�S NOTEL� C7TI 2, ALI. Coalz. P.Nla w.liNC2�W HE.�EKS SF+AI.t_.�E (Z�7xlo( UNI.E� NoTE K 3, i'i�rN►DE U�oas ��t�G-�ItilCa BETI�IErT) Al.t��olS'i� Si�NNit� 8�c �-� PKQVit>E 5a_�t�i3�-OUVN�-1 P-�El..ol�) AL.L R��'('.�� �. f"'F:pVIDE Doua�.E.�o15"f'S f�El.�oW ALL. WP�L-� �4.lNNI►JG �PARALI (o,F�pVlt� 1°IPE �I..OGKING-r;- �, at3E('t�IEEN �T�IR?�TRIN�ERS M�"fHE '�T'bNP $. �TioM oF -f►� G� HE1'bJEEN �'t�-IC� AlA�lfa.a►`y[� IN LI1�,lE b.117H i�HE f�t-IN bF THE � � � r- tA a� . N � � � r� � � � .. 2 z � � 0 � � � � . � X 0 m• •� � 4��� pF • S3y����r, Q �y y � � � �� � � � o v � . 6�,6'��'b. AUS�'���` � � fl w \i �. � r Y'" 'Ml. � �. .. � � w � �� � � . �, O � � �i � 3 � �' a �. A �+ p � �' Q � '~ � � , . U � � � � � U � � O ^ � � � Q � � . � '"�� ���"� � SHEET �� ° v�. ,���; �,��� a s ��°`� s�aunErr� : 95Q77 . ��/ a�� Copyright Alpine log Homes, Inc. o�e�: ' � �- I 3-c,a � ' ��4� �-z?-ol 0 0 �,. ���� � , � m AE>RIMT CORVOPAi�ON ' �'oV o�: 3/,�" I°In'WF� � s (, a � � s��`� � a y2�=��-O° . � V 2 i �. � � G`I" I oN ���,� �,,,ou 1{A l.�-1,bl� .T��ns ; ��. �n. 2x � 5 lD �M � NE1.�EL.L. P�T �..£. 0 u 0 {Or`J�i � �;a. �o� -���z �STs. '. I I'/o �� 1 3/}'� x8" �a,c� tAy ��.�uNcy c-rYP) � .� .,n / +� _i ,� .. . _. .. •- _ • .. � 5r _qM 0 (Z� �4'�ans" �.�,s � �'q" i,�-KWYJ, ( 2 x� �Gf�i�E=Fi-� iGiY( ' �� yfKi{�IE�S ( 3" r,o. -° hu���i�-. l��('� 25'�� pos.T n �,�iu���� �I� . ' ( .�, . a - � � r 4�"3/4u ' .�.'i . �.,, . %TIoN _. 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SG�I.E 'q %►� . �,,.�,�� � � � � M � � � � 0 v � � � � � a z H Z � � O U � � O M X O m i� a � �� Of • S3b�� � �Ry,'y�W�H �Y � N V p t� � �� O v b�ib'��'b. AU��'���` � � � � � � •• � � w � � � � o � � �� � C7 " O ;�r� , � � `� � '� � �� Q � � � o � v � o � Z � � � ����:���� � � � � � -,r �������� � p � � J v; � Y�.. � � � 'f F.� �� � � � :� �,' �s°� 1 � `��°, �._ SHEET ���� Copyright Alpfne Log Nomes. Inc. pete: �o'�3'OI ����(�-27-a� ffi u^ Y' . .� � 1�^T•�' Rf-0RINT CORPOR�TION E3�EN1�1�-1 Uc� — � � I l�g " M I-. � � (CIt�E bD �� Ix�a T�G� � '� � , f.0(.1 VEN�EI� �\ tZ�M FRoM 14" h'l l.. itod@ a°o.c, , 4 i i� II 1 ,/eNc� r7.�rwb. 0 ?. ,� d Q�a o.� � ��- o i o /�� �� o �. - 2xi� i�r� F-�„sto� aK �I,�, �E �;� :,(w'1 '�'`� 4�lD11 6UGK. � T(tlNj ��� � � ---�',�'i =�'-v�� 2� tz R,�rERs [�+7l�� ''��1 I�Wt_t_ l.c�S E>c'rEPJ� IM'C� Bu�LT uP t�nc� ��� �I) �� � IUd �IAILS �� ° j. il("(,:y�l, .i/ ; ; LA(� fur�i �- t� W / �txi¢. �2�.FTEtc.. c�a.S�bE� 'y�s��l�"�/ �n. � M L. RIi7GdE zri � �H inµ�.r PF�t"tt NG{ 0 � ��wcn ,�, ���� _ (q�i+ � -�-'("O.IJ . - «.��� . �1_�� pll � �'O �G.F� -.�^ Ra+F UNE � � = , _ O �oll o „o J lv�� b � I12°�b ��r-t . ���E _ I� Do� � I�.� 1`'I I N C.� f �� I�J SGAt,�. 'o j�. �� = �'-v u M ir�l�. � a5"-qs�� i�itc.N �•M S - hP.�o�rE Pc3`T' -lo�" cc+µ'�'iNUO�15 q�.ia � n..,, � n �,,�.,1 ��} �°�y,�,?7� a y�1� � :£-nw �;.u�S' �:-.r.'�. d �k q �II � t1 � � �� ��:E���� ���� ��� � 7HOMAS R. EiEAUDETTE 2597) °n`°� ��„" 1. Naximm t=uss spacinq: 24" o.c. 2. Truss loadinq unl��a not�d othas�wis� o� drawinqa: Top Chozd Livs Load � 80 ps! � Top Chozd Wad Loed.• 10 pn�t BoCtom Chosd Livs Load +�gopet � f%T A'r'r�� 7AtUSSFS Bottaa Chord Dsad Load � 10'pa! 3. Tsvss�s to hs fabricatW by a certitied m�ab�r of the Trues Pleta Zn�tituta. Daeiqn, labrication and �ssction Co conlorm to the Tsvns Plat� Instltut� Standards. �. Conn�ctac plat�s �hsll b� ICBO appeovW with a ainimum size ot 3" x S"�. All chozd memb�za ahall have Iumber qrads etampsi all xab w�ebera lrom the• eama lumber qrada with at LaaaC SOR o! th� web memb�ra b�asinq a qrad� atamp. Tsvae dsalqns �nd ez�ction pl�na ahall be by a psoteeaional �nqin��r z�qiatezad Sn Ch� StaCs of Coloredo. 5. Shop drawinq� shell inalnde, tor e�ch typ� ot truaa, dl�ndons and conlipurl�tioru, nomi.nal lwabsr siz� and qrsda, spscitications tor connector platee uaed, aize and locstion ot ench connector at sach jo1nC end dmaunt oS cembsr iL xequir�d. Oaaiqn calculatioaa, shop draainqs and sraction plana ahall be aubmittsd Lor revi�w prior to L'abrScation. Th� Ttuae H�nuLactureY ahsll nots that Chs enow load S.iated abow do�t not Snclude th� additional rooE l.oad adjueUCenCa . aa' aat torth !n Chaptet 16 0! the Appendix o! Che 199'7 Unitosm Buildlnq Cod�. � 6. A7.1 non-barrinq xalls bslow pr�tebricnted tsusass ahell bs nlip connected to allow 2or potential trvaa datlection and uplltt. � � a� � � � Q M � cn � 0 � v N � rn � � a z F�- Z O � � O H U > � o M M � X O m �� a � �� OF • S3y�� a~�� W � J�� V! y � � v o N � �" � v s.a/b'�y'b. pUt�`��,�� � � w � � . ;. . �� � � � � � . • t � SHEET 0 � 0 r� � U � � � b��� Copyright Alpine Log Homes, Inc. pete: �o-13-c� ( � �' (� - Z� -c� ! Pl�111MT COPiORATION t 2> 8d s �A.Sit�E _ \' . 1 X Co 1'�1 2"x 12" vEN r Nd'i'Gf� 5/8n Gl�, p�Y � �� � i. - 2+� 1�2- I�AFT�Iz GEt�l� gFIAK�S 2KI2 t�+�{GI{�C+# N��LJNG w�v�Nr N�rG�' � . 2 �II — 7D��� lD��m� S (2 �.FP!-E. � � ' �5��' I � / � i� 1 ; ' '� �. � � ���IE.�. -��s�� \ � � ,-; �, � \ ) - ,X�vT�'�t � � � pEGK � `� �...� Glilµ�l�►C� �-ruTH,�t-1� C�Nrix� ►�Fl ��� � � . � I�S�ik �;o.W_� ` • �2 . O ��� ��NYWb � �'@ y m��� 'Il��`,�`'i '_`^�� loc% � �(��'' �'L �{� Z - iad ( x SP,�f� 2?` � io��o.c, '�`} :': '�, L�ti'P�A ix� , i�.g. c��� �'��'°` CoNTItJUoUs 6oFFIT V�FIT � � ,(iii/1t� I�°}rt� Klt�{E i.ol� Lvc� � �'- �� ; ��.. 2�Ip �I,cLl�l�^4G{� t-1/ �'✓�I'Ip�+h: �c�5 To R+aFT� G`' F.-A.GORNEiz. � CZ� Yz,��a, x G" t,o.c,r3 To �y,��C, � (.l.Y�„{ C71fi�G�ONAt.. � Gyltit? 1 i�A`Fj�jZ.S Gat�'a 2t lo t*��Kt�{. � �X�, �,�'1'� y2�`b"�°u �.� � ��.�c. "v Icr!' •` T o . � t.R.'a �M, ' � K4�`�. . ^� � � ✓ I �/ LA ppEt� iKe ��. �C�A}z. � �' � �� �:: ;�; � �; �?;..-, �.--. . �� k 8d� � l "o.�. I I� _) Il�ll �� (�.IALJ._ � �VEIJT•A•f��17G.�E�� r��-F� . cor�r i N unUs jz1�E �/E.NT GEDA2. SHAKES 1 51MP5oN �ii�4P TIE- 2x12 7��KG.-t. W/ v�µr r�r�+t � `, �FF �� a-4a '� ! I xco �'� c� .� c�zr.�, sw�s ---_ � 5►'b° Ct�c Pt.YWp. �T W / k'SI'f�.l-t'l+�NE ._._. ��H t.._.� � �Klo polzt,ti 1iAF1'�'S _�oi�'GE.lU4�lG# ���° r� �1 �lZ�cb x IZ� LACrS �'oEt�tW �_E� 7,iAIi='i���l �-� � �- to� W a u,. C�tz gl�P�s t �'bC-px f �YW.r� �E N�alUtJC� I�(j./�'. ,.-..,.-.,-.. � � � _ _ _ _ __ � �. _ � ^ 13p,FFt..E. �xt2 , 1 � _1. � , �� � � l , _. R-.�a w�' � (� j � } � va�R 8" l.AGts � � � � ,. �RRI�iZ -� 8 �'a.G. � ��i :1� t�� 6 4 �oN �KAM E tzA FTElZS ��iv+; i2 �j°± " bPPoS17E �. \ � E�,E N�.,u�ty � ` �., 2ni2. �luuc� �. � ` �/�"cd� P�Y�,�l�. / � � H \���. PI'I�GhF �REAI� /� r�irurt+AN � � ; ��, �� io�� � -2f l�L.. �FTt=(z-S �� • V ti 3s/8,{ 7 12 3 �„U ± @ 2�} no.L. ((� � tJAIISo = �...� L1Ep �iz � KA�T�lzS �� �� '`.. _ � o �.a�E � _. ' .� I2GJp'�.'rA, tJAII.INCa � '� � .. ` � 3 t,oC� P�E.taM (- j �, �. � � (� I�d � g o.G. j� � � �� 1 U '-tt��/`ii�)l.l� � I i t � I/2nc� K IrL° LAGjS '�>,1�:}- � Z'�nv.a. I��'���d�� � N i/z� �p K gn @ Z�°o.c, �'.H 11�lK� N�1 ��s�tiHc� Y2" �-Ywn •.2,�'S� IZnO.G, � a�t�-N G��,SFl�K�.S �Fj"cDK QLTY3� .. . ^ .. ,.� <.:,.. ��J Yg 4 -� � � , ��� 2Kt2 'f�-5 { � � �:�.,�; �._. �� -Y2" C�YP. rst7 "�Mt�N vaRiABt,.E gt.�P� N�+-��- �s5u z,n �� W �zX35 � � ��� WE6 STIFFtJE� EA SIpE ���n 3�'° � � �� � � 3n 2-�¢II� M.6. �i I � �yz�� Wloxl2� �� i��� -� ,/ 1,i� _. ���: �,,o�� g'� x a/��� W.4SHQi �'� CizEc.eS�a) SF.GTIC>h.l ito° ; U �, � , , ( r`�,� --��.EiiuwN� �t.�hH►µ�1 �StM�'.�N �.34 c�..S�bE) 5 xF��- �"?- ��o 2xio l� @2f' o G. . .,\, W/ %ii"cb Kt'ju �nc�s cP z4"o.� , 2�� �ny� 2n�o5 � 24"o.c.. � _u�2� °N : �XCOT��1 Nat���s � r� f �+-r� -- -�ie°�h t'tN -- �hiMPSaN 51'Res,r T��,..--_._..,,` 2x 12 Iva�T�i�-5 � 2��� o.c., t TYPIGAI.� �l�l' I� -� '� d. L�SI.j 2 �ir�r� wr� n�µ� ~� �� �. �� 3�V W��,c�2 �EVELt.�.� I.�IAbNEIC� �.1UT � �2X �or K O�� �pi1 t�% 2 -"�¢II �, THRU ab�rs SIpE YIEI,.I � (� ID x i2 � 'i/Zu 'nl C3,�K�a�� kwsuEl� (' On � i �, 1xco1�.y�' 2x 6�K�'�• C � c�c.- �4AlLE�S� ( � A �"=1�,0�� G�AR. �tft� �S ��/es° Gt3�c 1�t.Yl•1t7. W � ��u'i�+�E •lJ�f' RA�IZ � c.�u+� Jo�ST .Q� lo B�K� � _.I o�.� � . .3�� = Iz- fi�u, `` } ��� �. '� � g � ��. "`Y ' / � „` I , ,, vAPa � ` ) ( % IK�O Y�� .Jl '�' ;' ,. �)1 yl) r'"'�' �I }.�- O kl . i i�i .i �'` �� ,� � �� `� /�' , - � �'��� •. � - ' ``� ;► {� iii� ' ,', �����. �� Y2"� x s" LAG�S@ ?4�'o,G. (hL7E�t��TE.� '�/4�i � �'-c�' � �3�yl:��.r� i'u.Te -�j,j � (2 X 35 gTE�t.. I2�M , SIMPboh) l-SSU �}Ic� -ZK 12 RP�"f'F-RSQ Z�F"o.c. RP �100I,? FILLEK- C�A.�5117E� W � y ���' �P:.� ��5 ..Cd.. � pO.L. �� lof-� �� 'r - � � � .�/ -2�12 �N�� t�l� VEN'j' }IoTc -2,�i2. �����5 "51M . � � Ii�.s,�i,L,n c�, ro4i 3n n 2�� �M q�"'- 1:a. _ R�_..-- W�1 PoK�Nc �. � . _. ___.....___ _ K � _� j�j — �� i . -- SPI.�c.� Y2��`�,K�" ��5 ��" '�t"i. � '�/g"� PIN v2�'�x iz" l,.a�s �� I i _-�0"4� �.a�a r�r � � �Q / � � •� , 6 ' � ` . .r ' M 11'Et�.. f��i �LoG� t�F.�M � ./�.Po��- �� I'O�T _ . I "c� 'fNiU.l-�sa�'i' --�,�.Na�� gr�*t�1CS) -�-p PosT W/ %L,�'c� ,c I 2" LA� � � � e- � � aM v � � O f � ti � o� � � q H O � O U � � � M M � x 0 m �� a � ��N pF + S3�r��� � � �� � W y N � � v o � �r � � b�ib'�h'b. AUt���,`\ \ � ,�. �� I � n � �,, u �� j�.� I..-I a � F w ; �S��±Td. �'`' � J LPGt 6 � � T"c�Ai� �cr�•r�C � t-� �P'�i ,� I 'j"c� paST I,J/ W � ,1� � i �z��x�z���.�, o ►`� ` _ � _ ___._.__.___.� ,� � o___ __._�_-�. _ ._ Q � o ,� --�= _ � � � � � � �; �- � �r���_ou U � p � _ - �U���.du The stud spacing shall not exceed 16 inches (406 mrn) on center. The galvanized wire mesh �� ����o•��e'• ��-'� shali be anchored to wood studs by galvanized �.. ' steel wire fiuring nails at 4 inches (102 mm} on _„ center Or by barbed galvanized nails at 6 inches I. �' ESEM' fit (152 mm) on center with a i'/, inch (28.6 mm) �-�' ��" ¢"�� "��� minimum penetrarion. The galvanized wire � � Z� �`a" ��s mesh may be attached to steel studs by � e�+' 2'�' S7ub equivalent wire ties. If this method is applied � 2��@ ��ND� over solid sheathing, the mesh must be funed for embedment in grout. The wire mesh must be - attached at the top and bottom with not less than 8-penny common wire nails. The grout fill shall be placed to fili the space intimately around the ' mesh and veneer facing. vEtaEER. t�E[7G,ER.@ �Coc�F I°=1 � � � � � � �r`�� �,+��'� � � '�� � � �(�/�\j � � � � '��r..� �:o� ttv,���::.-.�.�'ds�: � t`��+�J� �r- L �:��. �� � !"�l � : .. �, � - ��r.���k�� j�r"��a�--. ��.. n^, �o..� �a�+� �'� �J/ � � SA `N �'^ �" b �" �" �� , { SNEET ,x= p��t � � {tt � � �Y .......,, � � � % HOMAS R. : `y BEAU4ETTE : ; � : Q§$7� % o Co right Alpine Log Homes, ina ' �ia���'��fiidt�b� �...r., � � � � I � , Q ( � ��,,.�.�° � ��U�• Co - Z7 -r..� I „ �� i� i / � � / / / � / � � - �-� � � �� / / �� � i�� � � � �� � � � / /,���� / ��. �' / �,.. _ _ � , - _ _-i �'� / / / / / / / , � � ���, �' � �� � , � ,�. . � � r , ,,1 �. a ti � � � ,� ' � / � / � / ,� �/// , � `�. / '���. , f , �� �, � / � � ��. 4 � .v t } � - f }j . . . .. 3 . . , � ,� / / / / //\�/ / /�/ ���,`'�`` � \�\ ,`���\ . . _ � < � � � , � � � � � � 1' � � � ��� . «� � ,�� ,% � , 1 , � ��. 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TOWN OF VAIL BUILDING 75 S. FRONTAGE RD VAIL,CO. 81657 970-479-2143 Plan analysis based on the 1997 Uniform Building Code Project Number: PRJ01-0196 Date: August 10, 2001 Pro�ect Name: LAW R.ESIDENCE AddreSS: 4460 GLEN FALLS LANE Contractor: S.H.CLOE CONST CO. Occupancy: R3,U1 Designer: Construction: V-N Engineer: THOMAS BEAUDETTE Report By : JMONDR.A.GON NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requi:rements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w& a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. #$ SHEET IDENTIFICATION CORRECTION REQUIRED 1 ALL ALL Provide a truss drawing for each type of truss by the truss manufacture's engineer. -- Sec. 106.3.3 2 ALL ALL Include a copy of the soils report for this site: -- Sec. 106.3.3 3 ALL The minimum ceiling height in this area is 7'-6". -- . Sec. 310.6.1 4 ALL Glazing in this hazardous location is required to be glazed with saietY «<atE�ia-'.. • -- Sec • �a06 . 3 & 2406 .4 5 ALL This area requires glazed opening(s) having an area equal to 1/10 or more of the floor area. - Sec. 1203.2 6 ALL this area requires operable exterior opening(s) having an area equal to 1/20 or more of �he floor area.-- Sec. 1203.3 0 Page # 2 Code review for: Project Id.: LAW RESIDENCE Address: 4460 GLEN FALLS LANE 7 ALL This bathroom is required to have an openable window or a mechanical ventilation system. Where there is a bathtup or shower, such system shall be connected directly to the outside. -- Sec. 1203.3 . • 9 ALL s��:4� � � 13 ALL 14 ALL F�'f':���1 16 ALL � i : � . , This area requires an,exterior opening for emergency escape or rescue. The minimum area is 5.7 sq.ft. and the minimum dimensions is 24�� X 20". -- Sec. 310.4 A smoke detector is required in this area since it provides access to rooms used for sleeping purposes. -- Sec. 310.9.1.4 A smoke detector is rec�.tired in all rooms that may be used for sleeping purposes. -- Sec. 310.9.1.4 A smoke detector is required on all levels and they are required to be wired to an alarm in the bedroom area(s). -- Sec. 310.9.1.4 A smoke detector is required in the upper level ceiling at the stairs. -- Sec. 310.9.1.4 A smoke detector is required in the basement. -- Sec. 310.9.1.4 The minimum clearance from the fireplace and chimney to combustible materials is 2 inches. -- Table 31-B The size of the hearth at the fireplace does not meet the minimum requirements. -- Sec. 3102.5.2 The chimney is required to extend 2 feet above any roofing within 10.feet. -- Table 31-B The garage must be separated �rom the dwelling by 1 hour fire-resis�.ive construction on the garage side. -- Table 3-B and 302.4, Exception 3" The door between the garage and the dwelling is required to be a 1 3/8" thick solid core or 20 minute self closing door. -- Sec. 302.4, Exception 3 The stairway indicated does not provide the required minimum width of 36 inches. -- Sec. 1003.3.3.2 Page # 3 Code review for: Project Id.: LA.W RESIDENCE Address: 4460 GLEN FALLS LANE 20 ALL The minimum head clearance vertically from a line along the nosing is 6- - 8". -- Sec. 1003.3.3.4 21 ALL A continious handrail is required along one side of the stairway. -- Sec. 1003.3.3.6 22 ALL The minimum height of the handrails is 34" and the maximum height of the handrail is 38". -- Sec. 1003.3.3.6 23 ALL The maximum opening in the handrail/guardrail is less than 4 inches. -- Sec. 1003.3.3.6 & 509.3 24 ALL A 36" high guardrail with openings less than 4 inches is required where the drop-off is 30 " or � more. -- Sec. 509.2, Exception 1& 509.3 25 ALL The enclosed usable space under the stairs is required to be protected by 1 hour fire-resistive construction. -- Sec. 1003.3.3.9 26 .ALL Include engineered truss drawings by the truss manufacturer's engineer. (reg in this state) 27 ALL Include a roof framing plan with trusses labeled to match the truss manuiacture's engineering. TOWN OF VAIL BUILDING 75 S. FRONTAGE RD VAIL,CO. 81657 970-479-2143 Plan analysis based on the 1997 Uniform Building Code Pro�ect Number: PRJ01-0196 Project Name: LAW RESIDENCE Address: 4460 GLEN FALLS LANE Occupancy: R3,U1 Construction: V-N Date: August 10, 2001 Contractor: S.H.CLOE CONST CO. Designer: Engineer: THOMA.S BEAUDETTE Report By: JMONDRA.GON 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. --------------------------------------------------------------------- --------------------------------------------------------------------- DIRECTION BOUNDARY NORTH Property line EAST Property line SOUTH Property line WEST Property line SEPARATION AREA INCREASE FIRE PROTECTION 50.0 Feet 50.0 Feet 34.0 Feet 34.0 Feet 70.0 Feet 70.0 Feet 35.0 Fee� 35.0 Feet ___ _. ._ _ _ _ Page # 2 Code review for: Project Id.: LA.W RESIDENCE Address: 4460 GLEN FALLS LANE EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Occupancy Wall R3 0 hour U1 0 hour EAST For Bearing Occupancy Wall R3 0 hour U1 0 hour SOUTH For Bearing Occupancy Wall R3 0 hour U1 0 hour WEST For Bearing Occupancy Wall R3 0 hour U1 0 hour None -- 3/4 hour -- Not Allowed -- Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall O hour 0 hour Opening Protection None None Opening Protection None None Opening Protection None None Opening Protection None None Construction Parapet Material Required Any No Any No Construction Parapet Material Required Any No Any No Construction Parapet Material Required .Any No Any No Construction Parapet Material Required Any No Any No No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire assemblies. 500 of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 • Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Openings are not permitted in this wall. Page # 3 Code review for: Project Id.: LAW RESIDENCE Address: 4460 GLEN FALLS LANE FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS ------------------------------------------------------------------------ 3 LOFT 124 12.4 6.2 1 Yes 3 Closet(s) 56 .0 .0 1 No 3 Master bath 132 .0 6.6 1 No 3 Master bedroom 225 22.5 11.25 1 Yes TOTAL FOR FLOOR 537 2 2 GREAT ROOM 420 42.0 21.0 1 Yes 2 Dining room 260 26.0 13.0 1 No 2 Kitchen 116 .0 5.8 1 No 2 FOYER 108 .0 5.4 1 No 2 SPORTS STORAGE 60 .0 3.0 1 No 2 Bedroom #1 225 22.5 11.25 1 Yes 2 Bathroom 72 .0 3.6 1 No 2 Closet ( s) 24 . 0 . 0 1 No 2 Laundry room 80 .0 4.0 1 �No 2 Garage 506 .0 .0 1 No TOTAL FOR FLOOR 1871 1 1 Bedroom #2 238 23.8 11.9 1 Yes 1 Closet (s) 35 . 0 . 0 1 No 1 Bathroom 70 .0 3.5 1 No 1 Game room 497 49.7 24.85 1 Yes 1 Furnace room 81 .0 .0 1 No 1 STAIRWAY 81 .0 .0 1 No 1 UNFINISHED ROOM 440 .0 .0 1 Yes TOTAL FOR FLOOR 1442 �- BUILDING TOTAL 3850 2 FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. -- Sec. 310.4 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches' 2) The number of exits is based on Table 10-A (Dwellings) � 3) A mechanical ventilation system may be used in lieu of exterior openings for ventilation. -- Sec. 1203.3 Such system shall be capable of providing two air changes per hour. 5) The requiremen�.s for 2 exits from the 3rd floor is based on Sec. 1004.2.3.2, Exception 4. Page # 4 Code review for: Project Id.: LAW RESIDENCE Address: 4460 GLEN FALLS LANE ROOM DIMENSIONS: � Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling heigh� of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. -- Sec. 310.6.1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. - Sec. 310.6.2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- Sec. 310.6.3 STAIR T2.EQUIREMENTS : 1) A stairway in a dwelling must be at least 36 inches wide. - Sec. 1003.3.3.2 2) The maximum rise of a step is 8 inches and the minimum run is 9 inches -- Sec. 1003.3.3.3, Exception 1 3) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. --'Sec. 1003.3.3.6, Exceptions 4) Provide a guard rail where drop off is greater than 30 inches. The minimum height is 36 inches and the maximum opening size is 4 inches. -- Sec. 509.1 & 509.2, Exception 1 5) The minimum headroom is 6 ft.- 8 inches. -- Sec. 1003.3.3.4 6) Enclosed usable space under the stairs is required to be protected as reguired for 1 hr. fire-resistive construction. -- Sec. 1003.3.3.9 Page # 5 Code review for: Project Id.: LAW RESIDENCE Address: 4460 GLEN FALLS LANE GLAZING REQUIREMENTS All glazing 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 storin 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 adjacen� 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. Page # 6 Code review for: Project Id.: LAW R.ESIDENCE Address : 4460 GLEN FALLS I�I�.NE SMOKE DETECTOR REQUIREMENTS: 1) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 310.9.1.4 2) A smoke detector is required on the ceiling or wall in each sleeping area. -- Sec. 310.9.1.4 3) A smoke detector is required on all stories.�-- Sec. 310.9.1.4 If the upper level contains sleeping room(s), a smoke detector is required in the ceiling of the upper level close to the stairway. -- Sec. 310.9.1.4 4) Smoke detectors are required to be wired to the building's power source and shall be equipped with a battery backup. -- Sec. 310.9.1.3 5) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 310.9.1.4 FIREPLACE REQUIREMENTS: MA.SONRY FIREPLACE: 1) Fireplace must be supported by a foundation. -- Sec. 3707.(b) 2) The firebox must be at least 20 inches deep and walls of firebox are to be 10 inches thick. If the lining is of firebrick then the walls may be 8 inches thick. -- Sec. 3707.(c) 3) The minimum clearance to combustible material is from the fireplace, smoke chamber, and chimney walls is 2 inches. Combustible material may not be placed within 6 inches of fireplace opening and combustible within 12 inches may not project more than 1/8 inch for each 1 inch of clearance. -- Sec. 3707.(h) 4) The hearth must be noncombustible, a minimum of 4 inches thick, and supported by noncombustible material. The hearth size must be at least: If Opening size is: Front extension 5ide extension Less than 6 sq.ft. 16 inches 8 inches 6 sq.ft. or greater 20 inches 12 inches -- Sec. 3707. (k) & (1) 5) Chimney height mus� be per Table 37-B OCCUP.ANCY SEPARATION: Between the garage and the residence, materials approved for 1 hr. fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B & Sec. 302.4 exc. #3 Page # 7 Code review for: Project Id.: LAW RESIDENCE Address: 4460 GLEN F.ALLS LANE SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. 711.6 2) Gas ven�s and noncombustible piping installed in walls passing through 3 floors or less do not need to be i,n 1 hour shafts, provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials.-- Sec. 711.3 3) All other shafts are required to be enclosed in a 1 hour assembly. -- Sec. 711.1 & Table 6-A 1) Provide a window or door to the exterior from every room used for sleeping and basements. -- Sec. 310.4 A 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 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310.6.1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310.9.1.4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4 7) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4