HomeMy WebLinkAboutVail Meadows Filing 1 Lot 8A.pdf 2612 OATES LANE
ARLINGTON, TEXAS 76006
D� (817) 649- 1544
DON ILLINGWORTH AND ASSOC.,
INC. (8»1 649-� 545 FAX
CONSULTING STRUCTURAL ENGINEERS
July 24, 2006
Matthew Royer
ICC Plans Examiner
Colorado Inspection Agency
..7�
RE: Structural Comments on sheet SS1 �
for Building Permit # B06-0146 Q
Addition to 5110 Grouse Ln (` 1
Vail, Colorado v
Dear Mr. Royer: �` `
This letter is to clarify the following items which were addressed on design drawings for V
the RE plan for the new addition : �
• the hip/valleylridge connection can be carried using a Simpson Multiple Seat
Connection (Simpson MSC 4 for 1 3/4" x 12" Members) nailed per Simpson . �
� the pipe column centers under the supported beam . The actual dimension must be ^
field verified .
v
• the basic wind speed has been corrected to 90 mph .
. �.� < . ,> .
. .o' . , , �•.,,
Very truly yours, ` � ` . '
�.� r�e���- '':r1059S .;}: ';
�;.,; v<,.:}� :
��0� 5��, ,•.��NR��F ���` (:
Don Illingworth, P.E. � " ' REVIEWE� BY
President
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AUG - 8 2006
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� GONSTRUGTION NOTES : �
� . _
= I . ALL DIMENSIONS ARE TO FAGE OF 2xb OR 2x4 STUD FRAMIN6 OR �
EDGE OF CANGRETE UNLE55 NOTED OTHERWISE. DIMENSIDNS TO GOLUMN
GENTERLINES OR WINDOW GENTERLINES NOTED WITH . �
2. TYPIGAL INTERIOR WALL 15 5/8" TYPE 'X' GYP. BD. ON EAGH SIDE
OF 2x4 OR 2x6 STUDS SPAGED PER STRUGTURAL.
� ip � — - - - - - 3. ALL PARTITIONS GONSTRUGTED ON SLAB ON GRADE AND PLYWOOD
� ' � INSTALLED IN DIREGT GONTAGT WITH SLAB ON GRADE ARE TO BE
`r PL. HT. = b639 '_ 8" � TREATED AS REQUIRED BY THE BUILDING INSPEGTOR.
I � `fl � I NEW DORMER � � 4. 1'(PIGAL EXTEF210R WALL IS 5/8" TYPE 'X' GYP. BD. ON VAPOR BARRIER
� I I ON 2xb STUDS SPAGED PER STRUGIURAL, W/ R-IG BATT OR FULL ISONYNE
" g; 12 y� b: 12 " � I INSULATION. SHEATHING PER STRUGTURAL, EXTERIOR FINISH VARIES.
I ~ � u �_ I 5. 2x4 FURRIN6 �GONGRETE WALLS faBOVE SLAB, W/ I/2 " AIRSPAGE, TYP.
_ � _ � b. DO NOT SGALE DRAWINGS. GONTAGT ARGHITEGT FOR ANY
_ J _ _ � _ J _ _ � � I _ I_ _ _ _ _ _ — DIMENSIONS MISSING OR ILLEGIBLE.
LT l. PROVIDE h�ATHERSTRIPPING PER MANUF. � ALL EXTERIOR DOORS.
m � PL. HT. = b642 '-10" PROVIDE GONT. FLASHING � ALL EXTERIOR DOORS ADJAGENT TO
EXTERIOR SLA85 OR DEGKS.
� I I I r�iSHr��o �r�cN I 8. DISTANGE BETWEEN DOOR JAMBS d ADJAGENT WALLS ARE TYPIGALLY
I I �ISrI� I 4" UNLE55 NOTED OTHERWISE.
G. PROVIDE WLL BATT INSULATION IN FLOOR FRAMING BETI^�EN FIRST 3
SEGOND FLOOR AND IN ALL WALLS ADJAGENT TO GARAGE AND BATHROOMS.
10. Pf20VIDE EXTERIOR MATERIALS, TRIM AND WINDOWS TO MATGH EXISTING.
I I B•O.RIDGE = 8645 '-8" I II . ALL FINISH FLOORING TO BE �/ERIFIED WITH OWNER.
I 12. ALL DOOi25 TO REGEI�/E FULL GASING TO MATGH EXISTING.
� ��� INTERIOR BASE � TRIM TO MATGH EXISTING
� I I I �� �I I � I N 13. ALL GONSTRUGTION TO MEET 2003 INTERNATIONAL RESIDENTIAL GODE AND
� _ _ _ _ _ _ _ I ` — — J I _ � — _ � I PL. HT. = 8642 '-10 " TOWN OF VAIL DESIGN GUIDELINES AND REGULATIONS.
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SECTION A u VU
I/4"= 1 '-0° � -- - CGLOPF"0 �"'�PECTION �� . �
I/4•= 1 '-O' --�
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SISTER 2x8 TO --► t � , - � }_
DBL 2x8 i0R - ' i -- � � - -,� - - - i --L - - Y - - ' - - - � ' ���� -
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_ VERIFY HOLE PATTERN w/ �, 0 0 ' V
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_.. . . . . , ) C� COL = � BEAM - � TOEFABRI�CATOION PRIOR � � �
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INSIDE 2x9 EO 2:8 � 16'OC EQ - - 2x8 � i � (2) 5/8"BOLTS � w � x
EXTENDS � LEDGER � / -- ~ y a
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SlMPSON HANGER - � - � I I __ _ » . �
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THAI 2 BENT TO 1 1/2" 6� - - - 1 1 2' -- �
B I W6x16 ' � i, _^__ 9 __ _ ALIGN NEW FACE OF - +
FORCE BOT OF - - i � - ,
2z8 FLUSH , � � m GYP BD w /E7(ISTG FACE r '
wiW6x16 2%g � i6"OC (2) ( 2 ) - 2x8 I � � , ' 2x6 NAILER - , �- 1 1�a"PLYWOOD SUBfL00R OF GYP BD r
2x x8 O 16'OC � I w BOTTOM GROOVE FOR NAILER — I ExISTG STUD PACK --� O
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2x8 SISTERED � 2x8 0 16bC � / - Su1PSON HANGER THA29 I � i
I � iYPICAL �` BENO TO FORCE 90T OF ._
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� T = - - ' i ' � `- I o 2x8 FWSH M/ W6x16 SPACERS O t2`OC � I � � �
SIMPSON --.� ' 1 . . . i I� � � _ I 1 / � "PL GUSSFT ( 3 x ' 1/ 4 ' ) � �'� ; •, . � Z W
HANGER - � - 1 - � �/1 NS/FS
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HANGER Yt21 ( 2 ) 2x8 i � il , � ' I �� TOTCREATE 3 "WIDE ; �- � � 1 2r8 � 16�OC r W
FROM ABOVE ,' HEADER � � , i � j � � 'Lx8 • 16°OC
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� . � ._� _ . ., . � � POCKET FOR END
(2 ) 2x8 -� � -- _ � � . � . _ I I I W6x1B OF HANGER �
�- 4x4 COLUMN FOR STAIR SUPPORT - FLUSH
SECTION A SECTION C SECTION D O U
P A R T I A L P L A N i n� N E W U P P E R L E V E L F R A M I N G SCALE: 3'� = 1'-0" SCALE: 3 = ' ' -C S CAL E: 3' - 1'-0' � �
SCALE � 1/ 4 " = 1'-0" - EPDXY TO FOUNDATION
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SECTION B �
- - —- - - � - - - --- - - -- " " -- - - �ALL ROOF FRAM�NG SCALE: 3" = 1'-0'�
- - T - - — - - -- 2z12 � 16"OC MAX
� I � - - - - - - - - - i
� r - - - - � - - � - - � - - - � _ - - - - - - -- - - - - - - - - -i ' /_ NOTE: NEW RIDGE & VALLEY
- i i �
, i E _ (1) 1 3/4" a 12" M.L.
I -
� ' � ' GENERAL WOOD
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I � - - - �� 1 - � - - - - - - - - -
i � . _ � _ -_ ; � � � - - - - - - - - - - 1. The confractor shall coordinate ihe founda}ion plan wiTh architectural drawings for 1. The quality and ihe dasign oi siructurol lumber , Micro =Lam timber and wood fasienings
� _
i i I �8:12 8-1� �
i �_ openinqs, drops, inseris, ond rolated items. Confractor sha�l also verify all dimensions shall conTorm to the slandard of national design speci (icotion for wood consiruction,
W . . � —1 3/4"x12" MICRO-LAM and condifions in the field betore concrete is placed. latest adition.
I ' o ' � � ' � 2 The� coniractor shall verNy, prior to co�siruction, fhat the new consiruction will not 2 Plywood ond oriented sirond board (O58) ahall meat the requirements of fhe lafest
8"12- � � li ' � �� , �i �i �'� 2x4 w/ (6) conilict wiih any exisfing utilifies. If confllcfs crise, the controcfor shali notify }he edition of U.S. product standard PS 1 or one of fhe American %ywood Associofion 's
' � � W � � 'I �i ! � i6d Nalls � architect and shall stop until an oppropriate solution 10 the conflicts is found. performance siondards. A
Z Each End w l _
J I I , ; GLU-LAM 5 1�6 �� x /5` a' 3. Typico� detoils ond notes shall apply unless specifically shown or noled otherwise. 3. All members shall be so framed, anehored, tied and broced thaY ihey have the
' � t _ ' _ _ _ _ _ � � _ _ _ _ _ _ _ .� ' � i '� ' — � — — Construction details not fully shown or noied sholl be similor to delails shown for similar necessary sfreng}h ond rigidlty. , ` �
' I � � ' __ - i ; , v . . e 4 . Lumber shall be No. 2 Dr �ou las Fir or Lorch, raded b WesTern Wood Products v
� ��- . UT GLU-LAM I conditions. Y 9 9 Y /1 '^
� i '�'F _ �,J � � � 4. Due fo fhe intricacias of construction, it is Impractical to specify or show every detail . Assoc. ►7 f+"� �i�
� k BEAR ON 2�12 O �6"OC
I i �I � dp�` I � ' WAIL BELOW � I If a cond�tlon is not sho�v�, a afmilar detail or ihe curreni rules of good construclion 5 . Prefabricoted wood memebers shall be "TJI-Pro 250 Joiei" or Micro Lam (M.L. ) or approved �'� � 1�
� I ' � <� y� ' I - � , i I � pracfices ehall ba procfic�s shall be fol�owed. equals. Instaliafion shall be per fhe manufacturer's recommendationa. w �
I ' II NT ' � [� � � II ' ' � ' I� 5. Site gradings and drainage around ihe foundation shall be mainfoined at all times 7� 6. Glued laminated fimber beams shall conform wl}h AITC 117 and be manufactured from specles �
� °D I I I I I I � il i � ; � � rII ��\ � such a manner that eurface or ground water will no} collect under or odjacent fo Fhe and grades of lumber which wi�l produce design vaiues equal to or ezceeding the following when A
RIDGE _ (1) 1 3/ 4"x12"M.L �• � '�' _ ��T 8 � � � sbb. �oaded perpendtculor to wide foeee of iominatfons and for dry condiTlons of uee: Fb= 2 ,400 PS�. M,,,,� F„� O
^� � : ' . Z ` � � : �� ' � � -2 x 4 T O P P L 6 . Th e d e si gn Iive load ot thfs pro�ecL Fc (pe�pendicular)=500 P51, Fv=755 PSI, E=1,800,000 PSI. ( 24F - 1.8E) '^
I m SIMPSON MSC 4 -' _ � ' \ �� � . , . . . 7 . Balanced Glulams (24F - V8/Df ) shall be used where specifically called oui on plans. Unbalanced ��1 � A
' �
MUITI-SEAT CONNECTOR � Rooi dc Snow = 100 psf. beams ( 24F - 1.SE) moy be used otherwise. /\
FOR 1 3/4" z 12" MEMBERS . E A R I N G W A L L / M� �
I GLU-L � � / ' BELOW 2:8 BIOCKING O EVERY SPACE , . Floor Load = 40 paf. 8. All floor and roof inembars must be eecurely braced both durfng erection and a tler permanen t
-�-�� ' . .� .. :.. . � _ �. _ _ . ,. . � � � � _ _. . Wlnd Load = 90 MPH, Exposuro 8 (nsialloflon In a building and sholl be the rosponstbil(ty of the eoniractor. Glue tioo� deck cont�nuo�siy �'�/
2 � h+.l
AM 5 1/8 " x 15" - - - - �� �' + 1`�. � ��� EarThquake Zone 1 , at all �oinfs and olong TJI joisfs. �
- — — ' — - — — ' __�^_ _j�_ — " — — " — — 2z6 BLOCKING � EVERY OTHER SPACE ! � �
� �''���; _ 9. Provlde the amount of slud bearinq at headers and beams as follows: O
� ?�!, ������A� ��i (uniess noted otherwlse on the plan) �J O
�_ Spon Stud bearing �__! �
I 1 �N / 1. Siructurol beam for fhis project, uMess noted otherwiae, shall meef 3 to 6 FT . 2 studs D � � � � ��,� � �V „�
4x NOTCH 2xS STUDS FOR GLU-LAIA� fhe requirementa of ASTM A36 with minimum yield slrength of 50 ksi. 6 to 10 FT . 3 studs - I �, O
10 FT , or more 4 studs � v
,� (� 2. AI� etrucTurol steei ifems shall conform to applicable requiremenfs of _ 2006 I r �
( � 2" 3�" 1'-6"- 10. Provide doubte 2x6 header for span ot 3 fi. or tess JUL 2 4 � \.�
� � AISC "Speclflcotion for the design, fahricotio�, and eroctlon of
° ^ siructural aieel for buildings", lafest edition. double 2x8 headar for span ot 6 ft. or leas
I _ _ __ _ � � ___ ___ �� double 2x10 header for span of 10 ft. or less 0
__ \ - - .' __ � w
SECTION E 3. Connectlons, except as noted below, shall be bearing type, made wlfh doubie Zx � 2 heade- ` or soan ot '3 f • ,r ess T��JyN � � \`�� ' I_ �..� `
SCALE: 7' = 1'-0' A325 high- stnngih bol}s and io be fightened to the snug-tight �� i . �. xfe� �� o � wa;' = - : � :; � � 5 :, �. �nte , �� �,, � wc � -< . � � �. ' �� , � - . . . . .. r..� �
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PARTIAL ROOf FRAMING PLAN �J NEw DORMER �o�r, �o� a5 deflned �� AISC ' Specificottons for sr���r��a� Join! s ■ � �
Using ASTM A325 or A490 Boltn", latesf revision. \ u , �
REVIEWED BY ���
SCALE: 1/d" = 1'-0" 4. All welding shall be done in accordancs with ihe AWS �. cae � �. : - � ^� ' ` 11
mendations, by cerfified welders. Welding elecfrodes s��. �'� ' be � � J''� >. a . . v 1�
AUG — 8 2006
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P. O. BOX 5055
EDWARDS, CO 81632
970. 926. 2622
rkd Orkd areh . eom
GRAWLSPAGE
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JOB # : 05090
ISSUE DATE
DRB SUBMI. 02.06.06
TOTAL WALL AREA = 353 .0 SQ .�T .
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JOB # : 05090
ISSUE DATE
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DRB SUBMI. 02.06.06
BURIED AREA = 52 . 8 SQ . FT . - -
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2 EXISTING EAST ELEVATION (SECONDARY) S"EET
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