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Home My WebLink AboutB06-0115 plansDESIGN CRITERIA� Intermountain Deck Addition Job #0604-10 Deck Live Lood ------------------------------------ 100/200 psf Deck Dead Load ----------------------------------- 10 psf Wind (3 Second Gust) -------------------------------- 90mph (Exp.B) Seismic Design Cotegory ------------------------------- EXEMPT IBC/IRC Edition ------------------------------------ 2003 STRUCTURAL WOOD FRAMING: o. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir—Lorch #2 and better, and oll solid timber beams and posts 3" nominol ond wider shall be Douglas Fir—Larch �2. b. Built—up beoms consisting of multiple 2x members shall be nailed together with two rows of 16c nails spaced at 12" on center, or with two rows of 1/2" diameter thru—bolts spaced at 24" on center. c. Except as noted otherwise, minimum nailing sholl be provided as specified in the 2003 IBC Toble 2304.9.1. d. Bolts used for wood froming connections shall be instolled with standard woshers and nuts. e. Unless noted otherwise, steel connectors such as those manufoctured by the Simpson Company shall be used to join joists or beams to other beams ot flush—fromed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hongers of o size specifically designed for the member supported, os shown in the manufocturer's published tables. Contact structurol engineer for details as required. f. All lumber used in construction shall have o maximum moisture content of 19%. GENERAL REQUIREMENTS: a b c. d e f. 9 Structural erection and bracing: The structural drawings illustrate the completed structure with atl elements in their finol positions, properly supported ond braced. The contractor, in the proper sequence, shall provide shoring ond bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. Existing structures: Contractor sholl be responsible for verifying dimensions, elevations, framing, foundation ond anything else thot moy offect the work shown on the drowings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. Construction proctices: Generol contractor is responsible for meons, methods, techniques, sequences and procedures for construction of this project. Notify structurol engineer of omissions or conflicts between the working drawings and existinq conditions. Coordinote requirements for mechanical/electricol/plumbing penetrations through structural elements with structural engineer. Jobsite sofety is the sole responsibility of the contractor. All methods used for construction sholl be in accordance with the latest editions of the IBC/IRC. Details not specificolly shown on the drawings sholl be constructed in o monner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon os possible for approvol. Approvol sholl be obtained prior to If1St011OtlOf1. It is the responsibility of the contractor to contact the structural engineer ot the appropriate time to perform site observotion visits. Observotion visits to the jobsite by the engineer ore for determination of generol conformance with the construction documents ond shall not be construed as inspection. Though every effort is made to provide a complete ond clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipotes cooperotion and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings hove been prepared for the use of a qualified controctor experienced in the construction techniques ond systems depicted. MaY 2 g:� � � s� ��' qi* � �'6: , . ��' �. � ��. � 2x10's PER PLAN �3/4"� LAG �� .,� I� 91' v f� #% � i, n, `� MAY � � 20�� ,�r �; � s PER PLAN BEAM PLAN � PER Ix8 POST BELOW 3/4"� LAG (3)-2x10 SCALE: 3/4" = 1'-0" a 0 U D Z D _ � �� Z P ¢ � � u J y � [ N P � 00 U �� ] �� Y� < < omm �- n u O p Z n Y� O P P 3 - n k � � � m v�i� �4 rvm a m V a �;a� a �� U o N b c� Q �' 0 ?C � U Cll � r--, •� �, aQ � � � .� � � �� a� � � a� ' ^' o c� +� � W � � � O � � � w O � � N � +� o � F r-i designed by STR dra.n by STR/MTN checked by issued PERMiT OS/02/O6 sheet � �, 1 � JOB i� (N) BRACE;BELOW — (SEE SECT.: 1 /S3) ;SIMPSON 'LUS28, 1 �I I II I� �I �I ,C--T� I �� Ili �I � I X�J �- -�I1 - �� I N I � �'I�II ' � II �� (E) 2x1;:0's � 16'' O.C. �I � � ._ _. ; ; ; � � ; (E) 2x10 LEDGEf� ; C ----- ' II I ' I� ; II � _.... ------=�� I -----�� VERIFY (E) CANT. (4)-2x10 OR BETTER W/ 2:1 BACKSPAN CONT. 2x10 LEDGER W/ (4)-16d NAILS Q 16" O.C. & (3)—LEDGERLOK SCREW � 16" O.C. �2)-3�4�� THRU—BOLTS SIMPSON LSSU28, TYP. CANT. JOISTS DECK �RAM I N G PLAN SCALE: 1/4�� _ �°-o�� PLAN NOTES: 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 2. ALL COLUMNS ARE LABELLED AT THE TOP. 3. WOOD BEAMS ARE FLUSH WITH DECK JOISTS UNLESS NOTED (DROPPED). 4. (E) REFERS TO EXISTING CONSTRUCTION (-- ), (N) REFERS TO NEW ( ) � � N NORTH � � R ° � A a m ; F�' Intermountain Duplex Deck KRM CONSULTANTS, INC. y struct�rol engineer�ng onE tleaipn O � ^ t�i� �� P.O. BO% �572 6638 w. OT7AWA eoE o � y y 2 7 3 5 Snow berry Drive VAIL, LO 81658 �,�TE ,�-z O � N A A � � Town of Vail Ea le Count�] Colorado �970� 949-838� uTRE70ri, CO 8oi28 � 1 � ,J 1 (FAX) 9�9-1577 (303) 973-9806 O 2 (FA%) 97J-9817 0 0 0 � � 7/8"�D LAG BOLT (COUNTERSUNK) (7" MIN. PENETRATION� 6x6 BRACE � � 4„ � ��4„ O A 6 1 /2" o� J��li:`' �\C.:, � �7�� r � e' �l2� �° yF `•6 -��!'a � � �2G ry*,� �: o � �67 : 3'—g„ FACE OF CONC. - z '\ — ��i�_ — — I � (E) GLU—LAM BEAN �� ' (E) STUCCO SIDING I � Ir� (E) FRAMING I � �, i�� CUT BACK (E) I STUCCO FOR (N) BRACE BRG. I � Z� J I � �. I I � I I O \ /\ `� ,, ,\,\ �\,\i�\r� ��j�/�j��l �,�� //�I ��/I i 1 /2"� LAG BOLT (4" MIN. PENETRATION L MAY 2 0 I i1� �-- L 4x4x1 /2x0'-6 1 /2 � W/ (2)—�/2"�x4„ EXP. ANCH.s � �--- (E) FDTN. WALL I I i SCALE: 1 /2" = 1'-0" a � � e ` °�m V D i o Z o o H � i m Ui � ; � � m � p, ... i. �` eN:R` J b IG J .... �� Z� ov ��a� � ° :" ' �a �y m q � Y � °<°� a > °: � U o N b c� Q � 0 r, �C � U � � � •� �; �+ A p � � � Q o L�., U � � � a' ' ^' o c� .�cnW � O � � � w 0 �. � N � .,,.� o � �" ►.—, designed by STR drorn by STR/MTN checked by i55uGd PERMIT 05/02/06 sheel I 0 \ - I I) JOB N0604-1 Seismic Design Category ------------------------------- EXEMPT IBC/IRC Edition ------------------------------------ 2003 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, sholl be Douglas Fir—Larch #2 ond better, ond oll solid timber beoms and posts 3" nominol ond wider shall be Douglos Fir—Larch #2. b. Built—up beams consisting of multipie 2x members shall be noiled together with two rows of 16d nails spoced ot 12" on center, or with two rows of 1/2" diameter thru—bolts spaced at 24" on center. c. Except os noted otherwise, minimum nailing shall be provided os specified in the 2003 IBC Table 2304.9.1. d. Bolts used for wood framing connections shall be instolled with standard washers and nuts. e. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join joists or beams to other beams at flush—fromed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hongers of o size specificolly designed for the member supported, as shown in the monufocturer's published tables. Contact structural engineer for details os required. f. All lumber used in construction shali hove a maximum moisture content of 19%. GENERAL REQUIREMENTS: a. Structural erection ond bracing: The structurai drawings illustrate the completed structure with all elements in their finol positions, properly supported ond braced. The contractor, in the proper sequence, shall provide shoring and brocing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultotion (not in contract) as required. b. Dimensions: Check all dimensions ogoinst architecturol drawings prior to construction. Do not scole drowings. c. Existing structures: Controctor sholl be responsible for verifying dimensions, elevotions, framing, foundation and onything else that moy offect the work shown on the drawings. Underpinning, shoring ond bracing of existing structures shall be the responsibility of the con troctor. d. Construction proctices: Generol contractor is responsible for meons, methods, techniques, sequences ond procedures for construction of this project. Notify structurol engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical/electrical/plumbing penetrations through structurol elements with structural engineer. Jobsite safety is the sole responsibility of the controctor. All methods used for construction shall be in accordonce with the latest editions of the IBC/IRC. e. Details not specificolly shown on the drawings shall be constructed in a manner similar to the details thot ore shown for like conditions. These items sholl be brought to the ottention of the structural engineer os soon as possible for opproval. Approval sholl be obtoined prior to instollation. f. It is the responsibility of the contractor to contoct the structurol engineer at the appropriate time to perform site observotion visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents ond shall not be construed as inspection. g. Though every effort is mode to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drowings anticipates cooperotion ond continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings hove been prepared for the use of a qualified controctor experienced in the construction techniques and systems depicted. 1 S1 2x10's PER PLAN (3)-2x10 3/4"� LAG BEAM PER PLAN 8x8 POST z �� 3 /4' � CONT. 2x10 LEDGER W/ (4)-16d NAILS C�? 16" O.C. & (3)—LEDGERLOK SCREW � 16" O.C. ' II �I SIMPSON �; LUS28, TYP. I �� I� , �I I� �III I C�-_�II �� III ` c�� X�I , �II � �I ; NII� (N) BRACE ;BELOW : � ; �I � (SEE SECT.: 1 /S3) r — ;— � �II I 'r - � ; I � � .. _� �_ O� (E) 2x1;0's � 16" O.C. I �� ;' I f __' I ..._ . ... ........ . . � � � � (E) 2x10 LE�GER ; � _ I 'll I I _ _. � � I � (2�-3/4"� ---- ' J I �I � THRU—BOLTS __ _—_-� �� II II -----�—� —� 1 � 0 � � oa -o x, � � r�, 0 .• �+ \ A OS T SIMPSON LSSU28, TYP. CANT. JOISTS 0 � ►1 nTr'. CI� 11'1 TA � . ---� � °°�U `r�� z n � O c ;� � � � � � �i � � ,� �L�;j;;� � --��---�� "l i I�iiY"Y'Y�i PRQIECT NUMBER: OB-018 PLOT DATE: 4/28/O6 DRAWN BY: yypL CHECK BY: CLT SCALE: N/q � � Sheet 1 � �� oocoeevn �.. Deck Addition Foundation Anchors 2735 Snowberry Drive _�� ,re �� ;�� SAC Design Group 15967 S. Golden Road Golden, CO 80401 Phone/Fax: 303-974-3007 Interrnountain Vail, Colorado 1. Cover Sheet 2. Typical Cross Section and Details 3. Calculations ��•RE��Sr F Vv`�OQ�� O� 9a � : A 38549 -i ? �. PREPARED FOR: DANTAS BUILDERS 1936 West Gore Creek Drive Vail, CO 81657 COVERSHEET 2735 SNOWBERRY DRIVE FOUNDATION ANCHORS PREPARED BY: PREPAREp FOR: zel plate hex nucs Concrete Pad 8" -}- 8" -� T. _.....t ......._.... g• � *_ ...:. J—. .......:. °.4._ 3" m . ed threadbar � ' � 4� irilled Anchor � `Grout —I !— 3" Pl min. VCHOR DETAILS NOT TO SCALE SAC Design Group � � DANTAS BUILDERS � 1'Y1'ICAL CROSS SECTION AND DETAILS 15967 S. Golden Road ' ' 1936 West Gore Creek Drive ' Golden, CO 80401 ` ; Vail, CO 81657 �- ... _ �-�.-�-. .._._ ._�._ __ � ��_ . � _ �. .,__ _ �..� _��_ Phone/Fax:303-974-3007 : _ 2735 SNOWBERRY DRIVE FOUNDATION ANCHORS 1 �n� "�v rr= �£� �� C R m � C b a �_'� C�7 �� e� c�� c��, ��2 r � pt i �. � i�4f � � C� S,'� i �1() S 1 � �a��,��¢i� �� x �� b t �,'? f � ` . l I' � � {� ` 4�y � � �a��o �N h N `��' � 3 � � � l �� . �� ti ti [ �sP �� Gr ��.�c ��CJS i � {1�; �� +n�++.ew Q Q �� _. �3 �r � ��t 1,1 ��P�� -�, As�U�. ��,�„�, �= 1�0 �T,�Q c � 1Q �Ut� ! ��P�� aIIAa�^ t� �+ F► e r L ck-� ��a �� Q> = %, C� �R� ��, �. r� —15'.� k.� 1 �� ' �/.�J� � /^inG�c?!S (jer p,A,r � '� �°°_..».�.__^°-°--. + -�.,�,�..,..,,..,..,....-.__.._....,,.._. �� ` � pQl C%'rr.L h�f. f (''� � r" ►. " � p C'f � n�� O!" 1 ,._------,.,,�-__� � � � � �. f k,� 1�4 - -�.� �,P 1G�� , w.� ��e �� M ls. �i �� J J�—.�,._�__.�� 1c � s ce! ��w q� �e �-....� _.�...�»..�,..,..,,.. .� � � {�� -� � . �-✓ � Qo 1•!� �'�1�a ft°qli�t� � � ..��/ / / / � — � `^^� � / / / / / / / / �� : 3t � ' i/// / � � / / / / _ �r`,.`- '`''E : / / � � / / / � � , � — � � -. `� ':� � � � � � � �� — . a � � / � � � � � � / / — 6� I � �` � �l / / / / � � / / \ • �, , . a' � � /� / / / / /� / / /� // _ �y,,, � � 'a. ,�, �/ j� i �� i i i �� -;�:. ^_ -��OADWAY, PARKING o � / ��i ,� �� , '�'` �` ,'' „�,tJTILITY EASEMENT � i i i i i �; ,i � i i i � i � � � i i r � ��i �� _� / ��,�� 9�� % ` i i .y,�1 _ � . � — � i / � i / / �� ` � ;l� � _. /� �/ �i��i�� i �/ �/� i�� _�� "�'. / � � � i � / , �I�� „ �� o � � � � �' ' �,, � , r,,', AY � `� 200� , �� ; E 6 / ii � �g9 � � / � �� '' � ; _ � j��i�� i �� , r_� � I - � � � �`��d,� � E e �� , � , ,. � �i � �� 2.0 . . � --�� =��- i. ° �.��. i �� _ � � o' 09�o B.p. — _ _ — � � 1 ' i � � �� °° � �' � io2 � -�d .� i �� — �� -- G� io�o .�, i � � � �- i i � � r � � _ � � � � ,�� K — � �� i � � i � � i %� oo � � � i`� � —, R= /��/ / // 1�31 1 / � ✓// / ��`\T — � � � L — /� / � / / BOULDE / / / / / �I � � /z�'�� / / �7 WALN6 �. �/ 2 �O .O.W. i CB = � � � i � � � 2,o B.o.w. C H - � � � 0 / / �6�`' � �c ��/ / � � � B i� 102G S � f� �� i 5 i / / / � ! �/ � // I�fILITI' IE-I ,� /`- -' r t}� � 1 T� � 261 S SNOW I I' W I D E U 0 � N � 1 � � / �GOT 6 SITE i � �, _ � _ci t �; �,�.�H /� �� ST 6E ROADWA � � . � � �� / / � L / / '�.1 / / � � � �i o —" � -� �� / / � _o � / — ��o i i � � �'� � � � , � _�,, � � �' � � � g �� / 15' ROADWAY, / �.�� L �'G � j � PARKIN6 B UTILI ��, ,� / EASEMENT �oj �// �o �030 . = 36 °56' 30„ .� INDICA WI TH F STAMP FOUND NEW ASf �� N� � ''�° �' R = 75.00 S39°44'13"W ,. - � � � -'' T = 25.05 20.14 n�'� r % � NEW ASPHAL DRIVEWAY 4' WIDE L = 48.36 / CB = N58°12'28"E �.-' ` CH = 47.52 � . 1030.0 NGREASE EXISTIN6 \� `:�_ - SHARED DRIVEWA� �\ � I - 12' WIDE v� � I SITE PLAN 1" = 20'-0" �� o � � 0 20' 40' 80' � �� ivGr�T;-i EDI NYN VNC IA RM OI NC MS E �X mQ N N�" ;__ T ` "' m �� A =o� L °�W �« � � � � c O � U � � w� c � �. � oF � �. � �C w� L Cp L � z` � �L .(� tn_ C N' � L O � � � L ( N � � C o�� CHECNED: DATE: 0303.W �� REVISIONS 03l03� � � UNIT # 2735B - MAIN LEVEL 3/16" = 1'-0" /�/�� 4 i�// /,//�� /////', _ EDI NYN VNC IA RM OI NC M S �� E °x �m< N�, � " wz_ T a�� <o� A ��" w wo� L °mW � C6 � C O U � � � � L � � .� I..L � .� -1--+ � � � � L^, W -F—� � ORAWN:DMK CHECKED: DATE: 03.03.OE � - REVISIONS � 03103/O6 1 I UNIT # 2735B - NORTH ELEVATION 3/16" = 1'-0" �� .-�, EDI NYN VNC IA RM OI NC MS E �` N �'�" ;_� T a�� aOn A ��n w wav � ��.. rv m LL � � � � O U N � � � L � � ^L L.L � .� -i--� � � 0 � L � � � DMWN DMK CHEdCED: DATE: 03.0306 � - REVISIONS � 03/03/O6 2 I UNIT # 2735B - SOUTH ELEVATION 3/16" = 1'-0" EDI NYN VNC IA RM OI NC MS E °; N ��" ;_. T a�� <o� A ��c W U�� L �m- �u �/� �V � � � U N � � a L � � �^L L.L � .� �-�+ � � � � L Q� -+--� � oanwri- waK CMEdCED' PATE: 03.�3.06 � - REVISIONS � 03103/D6 1 I U N IT # 2735B - EAST ELEVATION 3/16" = 1'-0" EDI NYN VNC IA RM OI NC MS E °x mLL N �� wZ� T ` `� m �� Qa� A ==a � (6 � � O U N � � � Ca � �^L 1..1.. � .� �--� � � � � L � a--r � DRAWN: O�M CHECKED: DATE: 03.03.W � - REVISIONS � 03/03/O6