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HomeMy WebLinkAboutCorrespondenceDave Argo From: Dave Argo Sent: Thursday, April 12, 2018 4:05 PM To: 'Brian Kurtz' Cc: Uriel McIlin (uriel.mellin@hotmail.com) Subject: Uriel McIlin - Permit #BLRE-03-18-5135 Brian: I have reviewed Uriel Mellin's new S.F. residence located on County Road 110, but before we can finalize our plan review & issue a building permit we need to receive a digital copy of the soils report prepared by HP Kumar as referenced on your drawings. Can you please provide us with a copy of this soils report? Thanks for your assistance! Dave Argo Plans Examiner cirliCounty Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com CONFIDENTIALITY NOTICE: This email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files. 1 Dave Argo From: Brian Kurtz <kurtzengineer@yahoo.com> Sent: Thursday, April 12, 2018 4:28 PM To: Dave Argo Subject: Uriel Mellin, Parcel A, County Road 110 Attachments: Soils H -P (04-12-17) S+F signed.pdf; Soils H -P (04-09-18) Exc Obs signed.pdf Hi Dave, Attached are two soils reports from H-P/Kumar. The second report is an excavation -observation (ex-ob) report that we just received today. The ex-ob lowers the allowable bearing pressure by 25% (from 2000 PSF to 1500 PSF). We will be re -designing footings ASAP. Brian Kurtz, P.E. Kurtz & Associates, Inc. Structural Engineers (970)-945-6305 1 Dave Argo From: Dave Argo Sent: Friday, April 13, 2018 1:13 PM To: 'Brian Kurtz' Cc: Uriel McIlin (uriel.mellin@hotmail.com) Subject: RE: Parcel A, County Road 110 for Uriel McIlin Brian: Thanks for explanation of changes. Can you please provide our office with (2) full-size prints of each of these sheets? Since I still have the original plans, I will insert these full-size drawing updates and include along with the building permit issue drawings so that Uriel has the correct & updated drawings available for our building inspector's use at the job site. Thanks & have a great weekend — Dave Argo Plans Examiner Garfield C ountyl Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com CONFIDENTIALITY NOTICE: This email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files, From: Brian Kurtz [mailto:kurtzengineer@yahoo.com] Sent: Friday, April 13, 2018 1:06 PM To: Dave Argo <dargo@garfield-county.com>; Uriel Mellin <uriel.mellin@hotmail.com> Subject: Parcel A, County Road 110 for Uriel Mellin Hi Dave, See attached updated sheets S-2 (Foundation Plan) and S-3 (Upper Floor Framing Plan). Note we moved one column in the back of the garage and that impacted the rear beam line on sheet S-3. Let me know if you have any questions. Brian Kurtz, P.E. Kurtz & Associates, Inc. Structural Engineers (970)-945-6305 1 NOTE: AFTER FOUNDATION WALLS HAVE CURED AT LEAST l DAYS 4 GAINED COMPRESSIVE STRENGTH = 2500 P51, MINIMUM, 4 PRIOR TO PLACING CRAWL SPACE FLOOR, BACKFILL TO ELEV = 102'-0" ADJACENT TO NORTH WALL • 1'•O' CANT 1.1/B' x 9 1/2" RIMBOARD END NAIL TO EA BCI W/ Bd TOP 4 BOT Ibd TOENAIL 0 B' 0.G PRGJFLC SOLID BUCK BELOW 34.IILTHP POSTS 100'-0" CONT. 2x6 TREATED SILL PLATE N1/2' d1a. ANCHOR BOLTS PER B/5I KRAPL'. SPACE OWL 4 WALL REINF. - SEE 8/31 CONTACT LAP TYP 10' 3" CUR. TYP V' • 1'-0• 1710 PLYPO NEMON6 (11110 585KKAR RA1.1J SEP S•EATN146142TE6 CONT 2x6 TREATEE SILL PLATE VI/ 1D" du ANCHOR BOLTS PER Ohl OARA4E 9.06. MALL REINF.- SCE EINF:SEE B/51 1CRAWL SPACE' CONTACT LAP 3" GLR TYP 2-05 CONT HORIZ 17-4' 15"-8 11'-6 16" 2• 14•-A- ilk VLF 100,-0' 9.1/2' 811 12'-4" O. +-2� lOh• fr x • v SLOPE SLAB TO GRAM 1 4.0 Tw104'-t0• 11'448I-10' 111.4 flee -10' I-0 T.O. SLAB= 94,0" TW= 98'-4" TF= 95'-10" 10•-! 1' 23••11• T.O. SLAB 419'~9' ZN HDU2- I 30525 ..LJ . f. 64. SF -W- 44'-9.1/4" TF=93-10• isTW.0041-10' TF.96'-10" II b 111 jll u _t I_ - LL -) /' LL --- t I I _ I I oPo061 111 qjl II " 1 11 i l N' 2 -SPAN I1 I I II CONT. 4.1.12.' pG ,_JL-_- 4L_ ' •16.OZ. MOVIE* HORIZONTAL C.ORFFR BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE GENERAL NOTES) HDU2- 5052.5 11 F e' SF c'l T" -Z-.16`14' lO`14' I rn.41s D. 1N I S I 11 L --J J r -o • I • 0 TA= TF -10 TF= 413'40' 3pS213 Hon - 9.1/Y' BC! 0 Ib" 0.0.1 .lrx. M' -Dari• Me 45,10- S-4 • Zti TIN= 441•-0.1/12" TF- 43,10' 33.-4 6'-10• 6yQ. TYP. FLUSH HEADER SUPPORT NO SCALE A\ FOOTING 4 FOUNDATION RE -DESIGNED BASED ON 1NAXIUMI SOIL. BEARING PRESSURE = 15000 PSF, H-P/KUMAR GEOTECHNICAL EXCAVATION OBSERVATION REPORT NO. I7-1-196 (04/09/18) JST H6R SCHEDULE NO, NO, DESCRIPTION 1 IUS-2 51/45 2 HU -9 (see 12/52) 0 FOUNDATION a MAIN FLOOR FRAMING FLAN 1/4"=1'-0" FOUNDATION AND MAIN FLOOR FTOAMIN6 PLAN NOTES 1 Concrete Foundation Kalb to be 6' thick unless noted othrnbe WNW 2 DImeaelons this sheet aro to face of concrete 3.5.0 3 TW = top of concrete nail 4. IF . Sep at caxre:e r007341 5. 4 7100,'01 map n xp el mall b. SF - Step et tap a! CCn+/0 0 7.01(41 5ee typical detail 861 1 % 0desIgnatee Footing bps See Footing Schedule t b sheet B Footing re to bear on compacted s-oetural.' .r ettebTd 0oteal bering soils (basalt rock soils). See Structural 6verd 101.03. 4. IV 0134• otos 46d-5,, 0(010,' a erne ed 64 SteYb't Strong -Tie Ca Nde *teen tl Y y en *feted Nob bor'0rtgg ca 68 level 4 lbs Cep 0f f0a lo.rose'am robe 500 Dial deka 0151. 10 dash godso re to proud# 36' minlmum cover tor exterior Footings, aM re te.n elerxe beneath tow! 0(i# 1e' ,/Mee 0 W411 beneath floor Joists 11" Pre.ae lay50.4r •'embl0SY" r C/001 490CM or a conditioned rad space as required 44 IRC Section R004 and the rehPeet 12 -T floor Joist (shooing Joht spot direction) 13 Floor Jolts to be 41/2' 561/6000 unless noted othembe ONO.) RAN NORTH DATUM. TO PLYWOOD (MAIN LEVEL) OF 100,0". SITE ELEVATION OF 63E40. (VERIFY W/ CIVIL ENGINEER'S DRAWINGS) 14 Floor sheathing to be ' 633 (nominal) tongue ad goove plywood (5ee Sheathing Notes, sheet 3-1). r IS 1E -Joist hmger or bean to bean correction 16 •L_�-� -5 designates sled wall supported on the Ironing at this level 11 ❑-a'I column o- post from above that Is supported on Frambg at Nb level 18. ■ 11089 ,tee post which wpparts fronhg this level Pest5ehWAe, QA 6x6 Threw Pok (See A/51) gr4ee1 Conn ooMhreo tnv rOr (foe 0(533 © (2)-2x4 OD (21-206 BN Pok' (See 031) R BO designates Framing members mrefabtured bJ B0I00-Cascade Corp or approved egad 20. LVL = Laminated Veneer Ludxr See Structural barbed Notes for .1100 isle stresses LVL§ shall be I$' thick Q21. Prated 54015000 Pate 1' x 51/2' x 12' w/ (2)-5/0' db x 8" EPDXY' Anchors on I' 111000u0 31610008 non-krhk gout (Not used) TYPE CONCRETE FOOTING SCHEDULE REINFORCEMENT T-5" X 2'-8" X 10" 3'-0' X3' -0"X10" 3'-4' X 3'-4' X 10" 5•-B. X 3'-8• X 10" 3'-0' X SEE PLAN X 10" 4'-0' X 4•-0" X 10" 4 - k4 EACH WAY 5 - *4 EACH WAY 5 - *5 EACH WAY 5 - 115 EACH WAY (2)-05 LONGITUDINAL 0 CONTINUOUS REINF. 04 a 10° 0G TRANSVERSE (5)415 EACH HAY NOTES: 1 P10ao Wrd4 yelefer0w•! 3clew from bottom of 40011.3 2.C.114.,40110911N4aagalatra unless dimensioned oUw.3d. KURTZ ff ASSOC, IA FES, I NG. 5012 COUNTY RD, 154 GLENWOOD SPRINGS, COLORADO (910) 945-6505 RES I DENGE AT PARCEL A COUNTY ROAD 110 GARFIELD COUNTY, COLORADO DRAWN BY: M.C.E.K. CHECKED BY: BUK. SCALE: A5 SHOWN PROJECT 8: 15-48.01 DATE: CONSTRUCTION SET: 03/21/2015 Q REVISED: 04/19/2018 SHEET TITLE: FOUNDATION d MAIN FLOOR FRAMING PLAN SHEET: 2 to R-Yri,t SEE PLAM CONT. til *BOARD END NAIL TO EACH JOIST IN/ 8d TSB TOE NAIL RIM WITH 16d • N -O' PLYWOOD SHEATHING PROVIDE BUILT-UP POST THRU FLOOR TO MATCH BUILT-UP POST ABOVE TYP. U.N.O. 0 6x-0• 93,4' ly t2T". (S) -2x10 A �I r 206 LOOK -OUT s 24' O.G. DECK JOISTS: K. 2x8 0 16" 0.G. .5 01 n NAIL FLR. SHEATHING TO BLK6 14/ Bd CONT. RI1EBOARD END NAIL TO EACH JOIST W/ 8d TES TOE NAIL RIM )hITM 165 0 3" ac, PROVIDE BUILT-UP POST THRU FLOOR TO MATCH BUILT-UP POST ABOVE TYP. U.N.O. BCI BLOCKING PANEL 43" OC. NAIL TO SILL PLATE W/ 3-,131" diol, x 2.1/2" (MIN) NAILS BLOCKING PANEL BETWEEN JOISTS Ill/8" 6GI BGI IN/ 7/8" x 6" 141 x 12" WOOD FILLER 0 EACH BLKG PANEL -NAIL TO BCI WEB IN/ bd 0 4" 0C T6 B. !US 2.31/11.68 JST H&R BEARING WALL: 256 STUDS 3 16' 0,G. INTERIOR SHEAR WALL (SEE 0/52) - NAIL FLOOR SHEATHING TO TOP PLATE IN/ 3d 06"0C Int A P) -n.7/6 - LVL LI,VB' 6EI ■ NOL. TYPICAL NAILS: BCI -TO -SUPPORT W/ 5- .131" d1a, x 21/2" MIN., BLK'6-TO-SUPPORT IN/ .131" dla. x 2.1/2" MIN 0 12" 0G, EA SIDE (STAGGER) CONTINUOUS BGI SPANS 23/52" Tit6 PLYWOOD SEE 'SHEATHING NOTES' 11.1/8' BEI SEE PLAN 11.1/3' EGA (3-11,718' LVL 9 O -•z 9 a 4 5-V3"x18"61 21-3" 24'-4A T 33' (2J-I).T3-' LVL BM (As mom) 0 piss - (4)-I1,T/3" LVL BM 0 0.1/33 12'-4' 67-0' 3=0" RAL 97LT-i,P f-VL3 W/ (3)- ROWS Ibd NAILS a 16' 00. STA66ERED 23/32" T66 PLYWOOD SEE 'SHEATHING NOTES' SHEET 5-1 JST H6R IUS-2.31/11.00 r s f =0• 19 PLTWE2 j, 6L BEAM OR LVL 6 34 51) 0 PLYWOOD SHEATHING T5 COL rW: = SEE POST SCHEDULE COL GAP: 3000 OR GGO (SEE POST SCHEDULE) P4/ (4)-3/4" d1a. THRU BOLTS I" . 1' -0 - UPPER FLOOR .t LOWER ROOF FRAMING PLAN I/4"=1'-0" UPPER FLOOR 1 LONER ROOF FRAMING PLAN NOTE5, I i -T floor Jolet r roof rafter (showing Joint spot direction). 2 Floor Joists to be 11.16' BCl/5000 unless noted otherwise NNDJ. 3 Floor sheathlrg to be 4}' thkk (ramna) tong:e and g•oove pI .00d (see Sheatrng Notes, sheet S-1). 4 f ---E Jost hongar or bean Lo bean eomeetlon 5. r __ deelqq�aates stud wall supported on the framing at thin level. 6, 5 5 rood stud wall 3x10, this level of framing. Space studs at 16" o center of all exterior walls end 011 berng wails 1 Hnlm rn Mader size to be 2- 2x6 at 2:4 stud walls, od 2- 2x6 at 226 okd walk. Pr extra 10e see detail D/St. 5 Support Maden each end with 2 sinks (I Jack • I Kngl minimum. 9 collum" orpost From above that s supported on /raining at tins level. 10. 130 wwnl4a Ironing members maef =Lured bj Bose -Cascade Gorp or epprmed ea2et. II hood ore deck Joints 1 beam to be Mm -FF No 1, or better, pressure treated for move ground use. FLAN NORTH 12 LVL = Lanlnatod Veneer Wilier See Structural General Notes for allowable stresses. LVL'e shall be 13/4' thkk 13 Tinter beans to be Douglas -FY No. 1 or better 14 IN duo cos +54 %pport or post which supporta Iranng the laws, mesa post 1303 2.2x4 ad 2-236 d 2x3 rel 2x6 stud weoe rnputn44 *we urn p05e xppaw is post doss pasta s3P3 dxkhg r'cieash 6400 -'.ropy, me frox. Post and 1,DR Support Scchod:le: QA 5.5 Taber Poet ® (3)-2x6 © (33)-2x6 (I Jack • 2 Kegs) :D (41-2x6 (2 Jacks • 2 Kings) ® (41-2x6 AVD m36143/16 steel Gol rt/ EGG6-7 Post GT (See F53) ® (3)-2x6 Sea Ridge Bin 1 HDR QH 6,45 Timber Post bete Tinter B.'s Q (41-256 Vt/ AGE -6 Post Gap ea. side eTimber Post Is/ Knee Braes (see G/`5) 6x6 Timber Post W AGE -6 Post Gap ea.51ds OM ;33o3546 Neel Col n/ EEGO-1 Pact Grp Bee 11/56) ON T5 y2.9A6 Seal la11.1000-7 1)3- Cap (S..153) OO 138+55//4 Stesl Col w/ EGGO-11/8 Fat Gap {5.. F53) © T5 5x5,0/4 Steal Co . / GCO-11/0 Peet Gap (See P3) O (5)-2x6 (3 Jock- + 2 Wings) J5T 146R SCHEDULE IH6R NO. DESCRIPTION SEE F/57 2 141413-410W/ (20) - 010 x 3.1/2" Wood Screws to Support Beam b HU -412 IN/ (12) - MIO x 3.1/2" Wood Screws to Support Beam O 6LTV-5511 Top FIg Hgr O 6LTV-411.80-2 Top FIg Hgr p I33-2 37/1188 Q HU -1) 0 W 38-X-0SL Top FIg Hgr rPI-411 � V WPI -550/11.00 -X -03R Top FIg Hgr 6LTV-5511-X-05R Top FIg Hgr II GLTV-5/211-X-05L Top FIg Hgr See 0/54 �gd� 'ta HU0-210-2 e HUG -210-2 + Tenslan Tie See M/35 g HUG -26-2 1116-28-2 + Tension Tie See K/55 z1-6� V See 1/55 KURTZ a ASSOGIA NES, I NG. 5012 COUNTY W. 154 6LENWOOD SPRINGS, COLORADO (970) 945-6305 RESIDENCE AT PARCEL A COUNTY ROAD 110 GARFIELD COUNTY, COLORADO DRAWN BY: MG,E,K CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT 4: 16-45.01 DATE: CONSTRUCTION SET: 05/21/2015 Q REVISED: 04/13/2018 SHEET TITLE UPPER PLOOr 8 LOWER ROO FRAMING PLAT SHEET: S=3