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Home My WebLink AboutPlansLevel SECTION A -Al —' 9!! zCA✓sr W icl W /}GC&" 7D ,5.V•cX-V7-- arty sdt y~.�; —4"" aR"ll P/xr 4044 Aa owl —ftc s WILL, NpT .c/dZP vnAS Stn/GS !S Ill ?D CC 9:2* K !V Vt mwIc Ground Lever BFL m \B'a„ .+.+.+.. WINDOW wlN.. EXISTING BASEMENT ART. SLIDING DOOFS • . . . y . . ' . 12' �"` 8..... . Ground Level. I AFL 01 p„ 1 -8 7 � La =�EJ I LJ o N sNf Floor 4 _2 p' S LARDER ET.�a AIRS CPM9ER 80a" BFL roesD�n � BFLp � 6TRIq' pglLl RAIN DRAIN round Level _ _01 01, ".W. .". .+. ` . •`"`. .` Ground Level` . . . . . . . . . . ..`. . •00 FLOOR PLAN 117 Ponderosa Dr Glenwood Springs CO 81601 Wm `. " . Ground Lew „ ` , " ` + + + + .0,0„ I II II II I II Ii II --------J L-------J Floor 2. 0" GroUnd'Level�' DATE PLUVIAL SLOPE� --'_ ---- Ground Level. o0 Lever " `Ground Level . . . . . . TOP PLAN 09/ 10 / 2021 REYNOLDS BASEMENT ACCESS GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS I. Design Is based on the 2015 edition of the International Residential Code (I RC). 2.Deslgn Live Loads: a. Roof (Snow) .................................... 40 P5F b. Floors ................................................ 40 PSF b. Wind ............. qO MPH Basic Aind Speed, 3 second gust 3.AII dimensions, elevations and details on structural documents shall be verified against the architectural documents prior to construction or fabrication. 4.The contract structural documents and specifications represent the completed structure. The contractor shall provide all measures necessary to protect the structure and existing adjacent structures and utilities. 5.0oordinate ail openings through floors, walls and roofs with Mechanical and Electrical Contractors. Notify Engineer of any openings to be cut in structural systems. FOUNDATIONS I. Foundation Design is based on 5olls Report #21-7-753 by H-P/Kumar Geotechnical, Inc., dated September 25, 2021. Maximum design soil bearing capacity: 2500 PSF. The Contractor shall review the Soils Report and follow all recommendations therein, Including, but not limited to excavation, site conditions, drainage, backfill and compaction, slab -on -grade construction, drainage systems, and site Inspection requirements. 2.All footings are to bear on undisturbed natural bearing materlals or compacted structural fill. Compactive effort for structural fill shall be in accordance With the Soils Engineer's recommendations. Bearing soils (natural and compacted) shall be Inspected and approved by the Soils Engineer prior to placement of footings. 3.Avold excessive Netting or drying of the excavation, keeping the excavation reasonably free of water during placement of concrete for footings. 4.6eneral Requirements: a. Foundation walls With backfill on only one Wall face shall have all supporting framing systems or temporary bracing in place prior to placing backfill (unless noted otherwise on plan). b. Backfill on walls with fill on both sides to be compacted in equal lifts each side of wall. CONCRETE AND REINFORCING, STEEL I.AII concrete shall attain 5,000 P51 compressive strength within 28 days. 2.Use Type 1-11 Portland Cement (ASTM 0150) with 4-6% air entrainment. Concrete aggregate to be normal weight (stone). 3.Perform all cast -In -place concrete work in accordance with "Specifications for Structural Concrete for Buildings," AGI 301-84, unless noted otherwise. Provide hot or cold weather protection per AGI 505 or 506. 4.Reinforcing steel shall conform to A57M A615: #4 and smaller = Grade 40, #5 and larger = Grade 60. 5.Horizontol reinforcing steel shall be made continuous by lapping bars a minimum of 52 bars diameters at all splices and providing corner bars. Fabrication and Installation of reinforcing steel shall conform to AGI 515. b.Provide accessories necessary to properly support reinforcing at the positions shown on the documents. T.Salcium chloride or admixtures containing more than 0.05% chloride Ions or thlocyanates are not permitted. B.Do not place pipes, ducts or chases in structural concrete without prior approval of the Structural Engineer. STRUCTURAL WOOD FRAMING A. DIMENSIONAL LUMBER I.AII timber construction (light and heavy) shall conform to American Institute of Timber Construction (AITG) and National Design Speclficotion (ND5) standards. 2.5tructural framing lumber shall be Hemlock Fir, with the following minimum grades: Plates and Studs: #2 Joists and Rafters: #2 3.5eams, Posts and Timbers: Douglas Fir Larch #1 4.AI1 sill plates In contact with concrete or masonry foundation shall be Foundation tirade Redwood or Pressure Treated Hem -Fir #2 or better, designated for "Above Ground" usage as defined be the American Wood Preserver's Institute. B. FASTENERS AND CONNECTORS I.AII timber nailing and connections shall conform to IRC and AITG. Reference IRS Table No. R602.3(I): Fastening Schedule. 2.Metal connectors for wood framing are manufactured by the Simpson Strong-Tle Company, connectors with nails shorter than common as follows: 8d x I14"; IOld x IV2'; Ibd x 2V2", unless noted otherwise. 3.Alternate connections and fasteners to those listed above, which have I.G.G. approval, may be used upon approval by the Engineer. 4.Log screw connections, Including lead holes, pilot holes, and screw Installation, shall conform to ND5. 5.5olts for wood member connections shall be A57M A301 with minimum 11/2" diameter washer each end, unless noted otherwise. Do not countersink bolts unless noted otherwise. 1*" SAN cur 1n (SLAB . , #4 HORIZ SLAB �� _ SUPPORT BAR DEPT H Xx—x 4" STRUCTURAL WALL 3 � j' DOWEL REINF -ter DOWEL AT E NOT: THE SAW CUTTIN6 SHALL BE DONE WITHIN 24 HOURS TO ADHERE MEMBRANE CONTRACTOR'S PREVENT UNCONTROLLED CRACKING OF THE SLAB AND WHEN TO FOUNDATION THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT OPTION' WHERE GUTTING WITHOUT CHIPPING, 51-ALLIN&, OR TEARING. PROVIDE WIRE TIE- STRUCTURAL DOWEL TYPICAL SAWCUT JOINT NOTE: STABBING' TTTT 15 NOT IN CONTACT STRUCTURAL DOWEL5 WITH VERT WALL DO NOT EXTEND APPLY BOND BREAKER 15 NOT RECOMMENDED REINF, PROVIDE #4 W.W.F. THROUGH /i-{ FULL LENGTH AND DEPTH x Ib" L-8" ® 48" O.G. JOINT. OF THE JOINT. 6" MIN. -� � ROUGHEN TO xx—x- 4" 1/4" AMPLITUDE �=�0 4" _ 2" MINIMUM - IO" THK 1- #4 CONT. EA. (SLOPE TO N)i FT6 - 2 N KEY SIDE OF JT. cor. PROVIDE GONT DRAIN TYP U.N.O. PER SOILS ENGINEER'S RECOMMENDATIONS- ; 3" GLR - TYPICAL CONSTRUCTION JOINT TYP U.N.O. TYP LOCATE UNDER PARTITION WHEN POSSIBLE TYPICAL C O N C NOT DIMENSIONED SLAB ON GRADE DTL' S PROVIDE CONTINUOUS PROVIDE STANDARD' WATERPROOF MEMBRANE HOOK AS FOLLOWS: INTERIOR SLA55-0N-GRADE ( 5.0.6.) (POND LINER) #4 - 8" I. UNLESS NOTED OTHERWISE, INTERIORS 5.0.&15 SHALL BE 4" THICK #5 - 10" CONCRETE SLABS PLACED ON A MINIMUM 4" THICK LAYER OF #65 - 12" FREE -DRAINING GRAVEL. 2. ALL 5.0.6.'S SHALL BE REINFORCED WITH 6x6- KlAxAIA WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. OPTION: REPLACE TYPICAL CONCRETE �OUNDATI ON DTL MESH WITH SYNTHETIC FIBER ADDITIVE PER MANUFACTURERS /t RECOMMENDATIONS AND ENGINEER'S APPROVAL. PROVIDE IS POUNDSR J OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS PER GUBIG YARD OF CONCRETE, MINIMUM. 3. PROVIDE SLAB CONTROL JOINTS MAXIMUM I5EACH WAY, UNLESS NOTED OTHERWISE ( SEE TYPICAL DETAILS). 4. PROVIDE FREE -DRAINING &RAVELS AND COMPACTED FILL (WHERE NECESSARY) ACGORDIN6 TO SOILS ENGINEER'5 RECOMMENDATIONS. S. GOMPACTIVE EFFORT FOR GRAVELS, STRUCTURAL FILL AND EXISTING EXI5T GONG WALL �\ �T PROVIDE 4" THICK 5UB&RADES WHICH SUPPORT 5.0.6.'5 SHALL BE IN ACCORDANCE WITH 5AII 8 v CONCRETE SLAB -ON - SOILS ENGINEER'S RECOMMENDATIONS. REMOVED & OP6 I GRADE- COMPACT 5U5- 6RADE IN ACCORDANCE BASEMENT 1 A/ SOILS ENGINEER'S 5.0.6. 1 I RECOMMENDATIONS xxxx—x fi�"iit 1 �i 2" THICK RIGID EXIST INSULATION - FTG EXTRUDED POLYSTYRENE - 5EE PLAN FOR EXTENT RAILING -SEE I I ARCHITECT SEE PLAN O.G. - HORIZ (6R. 60) #5 a 16" O.G. EXTERIOR 5.0.G. 4 I VERT (11 60) (A5 SHOW, I -#5 VERT. ® I6 O.G. EXTERIOR GRADE (PLANTER) ® 0.I/5I DAL #5 x 10" 55" 4" x-x-x-x ® 12" O.G. (G6 R. 0) EXTERIO 5.0.6. R #5 @ 16" O.G. HORIZ �` LI/2" GLR - ROU6HEN GOLD _T. x x— 12" GLR TO 1/4" AMPLITUDE-TYP Dyl #5 x 10"sisal ROUGHEN GOLD JT • — - - � �� TO I/4" AMPLITUDE-TYP SEE PLAN (3)-#5 CONT. BOT p 11.411i 4S:l I:- ,�" #5 ® I6" O.G. 3 GLR 3-#5 CONT. m SEE PLAN #5 ® 16" O.G. - - 3'-4" FT6 _ 5/4II - I. -Oil I 5/4" 1'-0" KURTZ I ASSOCIATES, INC. 5012 GOUNTY RD. 154 GLENWOOD SPRINGS, GOLORADO (Q-70) 145-6305 REYNOLDS ADDITION 111 PONDER05A DR. SLENWOOD SPRINGS, COLORADO DRAWN BY: M.C.E.K. CHECKED BY: B.J.K. SCALE: A5 SHOWN PROJEGT #: 21—IS DATE: GON5TRUGTION 5ET: 10/05/2021 SHEET TITLE: GENERAL NOTES 4 DETAILS SHEET: HEADER 5GHEDULE NEW OP6'S @ EXISTING NORTH WALL 5AW-GUT HEADERHEADER SUPPORT OP6 PO5T5 (3)-1.3/4" x (2)-2xb TREATED 5.1/2" LVL JACK P05T5 (5)-1.3/4" x (2)-2xb TREATED '.1/4" LVL JACK P05T5 NOTES: I. Provide temporary shoring for floor $ roof framing adjacent to north wolf. 2. Attach headers to posts w/ AGE-b post cap each side. 3. Attach posts to face of concrete w/ q/64" dia. powder driven nails a 12" O.G.. EXTERIOR SURFACE 5EE ARCHITECT 4" DWL $ REINF - 5E T.O. FT6 SEE PLAN TYP ■ all IMI 11 TYP I GAL GONGRETE 57A I R I" = 1'-O" R�7 #3 x TIE ® 24" O.G. IN/ (2)- #4 TOP $ 50T #4 ® 1'-4" EXIST. FT6--\ EXIST. BA5EMENT 5.0.6. i T.O. SLAB = -V-1" SEE ARCHITECT T.O. 5LA5 = FOR EXACT OP6 LOCATIONS 5AW40UT OP6 5AW G—UT OP6 T.O. SLAB = 5AN-OUT OP6 "1 , WINDOW SILL — — �� TA = -6-10" TA = -4'-0" SEE DWL NOTE NO. 12 B Tyj SEE ARCHITECT X — X — DIAL #4 32"L, GLR WALL SEE PLAN ;11 DWL #4 x E1 #5 ® I6" O.G. HORIZ $ VERT (2)-#5 CONT. TH= -q'-2. T.O. 5LAB C C b" a" 26'-4" DWL NCW WALL TO EXI5TIN6 yy/ (1)-*0 x 24" TOP $ BOTTOM. DRILL D/4" old. x 5" HOLE IN EXI5TINS GONG, GLEAN HOLES $ ATTACH DWL W/ 2-PART STRUCTURAL EPDXY, TYP 2 PLACES SLOPE SLAB TO DRAIN - \, TYP 10 1\Lla., EXTERIOR 5.0.6. _n I 5I TW = I C FOUNDATION FLAN 1 /4"=1'-O" NOTE NO. 11 am PLAN NORTH G� r T.O. 5LAB = N m PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (5EE GENERAL NOTES) TF =-II'-2" - TYPICAL ALL AROUND TA =-O'-II" TYPICAL UNLE55 NOTED FOUNDATION PLAN NOTES: I. Concrete foundation walls to be 8" thick unless noted otherwise (U.N.O.) 2. Dimensions this sheet are to face of concrete U.N.O. 3. TIN = top of concrete wall. 4. TF = top of concrete footing. 5. t denotes step in top of wall b. Footings are to bear on undisturbed natural bearing soils or compacted structural fill. -f. Finish grades are to provide 56" minimum cover for exterior footings. 5. designates existing 5" concrete basement wall. a. designates 2" thick rigid Insulation (Extruded polystyrene). 10. Datum: 0'-0" = T.O. Plywood, existing main level floor. II. Reinf wall $ ftg per lower wall A/52. 12. Intermediate bearing wall® stair. Relnf wall $ ftg, and provide dowel to stair per lower wall A/52. KURTZ ASSOC, I PATES INC.. 5012 COUNTY RD. 154 6LENW00D SPRINGS; COLORADO (a70) C145-6305 REYNOL]�S ADIDITION II-f PONDEROSA DR. 6LENWOOD SPRINGS, 00LORADO DRAWN BY: M.C.E.K. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT #: 21-I5 FmMPI CONSTRUCTION SET: 10/OS/2021 SHEET TITLE: GENERAL NOTES 4 DETAILS SHEET: 5 2