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HomeMy WebLinkAboutPlansFOUNDATION AND MAIN LEVEL FLOOR FRAMING PLAN NOTES: 1. Concrete foundation walls to be S" thick unless noted otherwise (U.N.0,) 2. Dimensions this sheet are to face of concrete U.N.O. 3. TF = top of concrete footing. 4. TW = top of concrete wa I I. 5. Finish erodes are to provide 36" minimum cover for exterior Footings, and in crawl spaces, 12" minimum clearance beneath beams and lb" mirImurn clearance beneath Floor joists. 6. Footings are to bear on undisturbed natural bearing soils or compacted structural fill. 1. ® designates footing type. See Footing Schedule this sheet. 8. 1 floor joist (showing joist span direction). Floor joists to be 47.1/2" TJI/PRO-150. Space TJI's at 16" O.G. Unless Noted Otherwise (U.N.0.). joist hanger or beam to beam connection. r) 10. Floor sheathing to be gr4" thick tongue and eraove plywood (See Sheathing Notes). 11. 11 designates post which supports Framing this level. POST SCHEDULE; 6x6 4x6 2- 2x4 End Post (See F/51) 2- 2x6 End Post (See F/SI) 12. _designates stud wall supported on the framing at this level. 13. TJI designates framing members manufactured by Trus -Joist MacMillan Partnership, or approved equal. 14. LVL = Laminated Veneer Lumber. See Structural General Notes for allowable stresses. LVL's shall be 14" thick. 15. designates past supported on Framing at this level. CONCRETE FOOTING SCHEDULE TYPE SIZE REINFORCEMENT REMARKS 2'-0" X 2'-0" X IO" 2'-6" X 2'-6" X 10" 3-#4 EACH WAY 4 - #4 EACH WAY NOTES: 1. Place scheduled reinforcement 3" clear form bottom of footing. 2. Center footings below columns unless dimensioned otherwise. WOOD STUD BRG WALL- SEE PLAN FOR EXTENT BLOCKING PANEL BETWEEN JOISTS SEE PLAN+ TJI CONTINUOUS OVER SUPPORT POST GAP EA. SIDE- SEE POST SCHEDULE PROVIDE POST BASE AS FOLLOWS: ABE66 W/(I)- 5/8" DIA. EXPANSION 130LT o 6x6'S ABU46 W/ (i)-5/8" DIA. EXPANSION BOLT 6 4x6'S I" - 11-0" PROVIDE BLOCKING (DASHED) BELOW BUILT-UP POSTS TYPICAL NAILS: TJI-TO-SUPPORT W/ 3- .134" dia. x 2.1/2" MIN., BLK'G-TO-SUPPORT W/ .131" di a. x 2.1/2" MIN. c9 12" O.C. EA. SIDE (STAGGER) LVL SEE WOOD POST SCHEDULE SEE FOOTING SCHEDULE X 1111=11111 EQUAL / EQUAL SEE FOOTING III II., SCHEDULE SEE 7 007 NG SCHEDULE 3" CLEAR NAIL BUILT-UP LVL'S W/ 2 -ROWS 16d NAILS 6 12" O.C. STAGGERED r- eQIm 46'-5" 12'-5 S2 J T L1 TYP ALL AROUND UNLESS NOTED -i\__. - -_( •- I'-0" 3 -SPAN CONT. (3)-4.I/2" LVL -1 rE r ▪ (3)-1. V2" { LVL Art r - i in 2 -SPAN CONT. 47.1/2" TJI 16" O.G. �r I 3 -SPAN CONT. - ci.1/2" TJI 6 16" O.G._ 3 -SPAN CONT. (2)-47.1/2" LVL CZ T TW = TF = 96'-0" TYP ALL AROUND L S4 PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE GENERAL NOTES) 1 T.O. PLYWD 100'-0" 2 -SPAN CONT. a.1/2" TJI 6 16" O.C. 9.1/2" TJI 6 16" O.C. • 54 II ----i 1 12'-1 " 5 (2i" 3' - II T 1- 51 I STORAGE S.O.G. 4" 8" 4fir H 47.I/2" TJI L. 8'-8 52 r I(-4" 0 1. -5" 51 51 46'-5" FOUNDA T 1 0 A ND '1A I N FLOOR FRAM N FLAN : TYPE 1/4"=L-0" NORTI-k altiopnoi,Z GARP B LDc� Lowe 1.O eC jC013'17- Ngo KURTZ ASSOC ATES, ANG. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (47-70) 4745-6305 GOR'YELL RANCH AFFQRDAELE i--fOUS H NCS GORYELL RANCH SUE3DIVfSION &ARF I EL .0UNTY, COLORADO DRAWN EY: W.G.E. CHECKED SY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-347 DATE: PERMIT SET: O5/25/O0 REVISED: 11/24/00 SHEET TITLE: FOUNDATION PLAN TYPE II SHEET: S-4 GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS 1. Design Is based on the 101c17 edition oP the Uniform Building Code (UBC). 2. Design Live Loads. a. Roof (Snow) 4OPSF b. Residential Floors 4OP5F c. Daeks 4OPSF Seismic Zone e. Wind 50 MPH Basic Wlnd Speed Exposure B, Chapter 16, Division 1I, UBC 3. All 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 necessory to protect the structure and existing adjacent structures and utilities. 5. Coord?Hato H openings through floors, walls and roofs with Mechanical and Electrical Contractors, Notifu Engineer of any openings to be cut In structural sustems, FOUNDATIONS 1. Foundation Design 15 based on Solis Report *GS -3032 by CTL/ Thompson Inc., dated May 22, 2000. Maxlrnum desk?, soli bearing capacity: 4000 PSF, The Gontrootor shall review the Solis Report and follow all recommendations therein, Including, but not limited to excavation, site conditions, drainage, backfill and compaction, slab -on -erode construction, drainage systems, and site Inspectton requirements. 2. All footings are to bear on undisturbed natural boaring materials or compacted structural fell. Compo .tIve &fort for structural fill Shall be in accordance with the Soils Engineer's recommendatIons, Bearing soils (natural and compacted) shall be Inspected and aoproved by the Soils Ene reser prior to piacernent of footings. 3. Avoid excessive hlettIrs9 or drying of the excavation, keeping the excavation reasonably Pree of water during placement of concrete for Pootings. 4. Sackf1ll on walls wIth fill on both sides to be Composted !n equal IiPts each side oP waif. CONCRETE AND REINFORCING STEEL I. All concrete tonal attain 3,000 PSI compressive strength within 2S days unless. noted otherwise. 2, Use Type 1-11 Portland Gement (ASTM C.150) with 4-6% air entrainment. Concrete aggregate to be normal weight (stone). 3. Perform all cast -In-place concrete work In accordance with "SpecIPicatlonb Por Structural Concrete for Bulldlng s," ACI 301-54, unless noted otherwise. Provide hot or cold weather protection per AGI 305 or 306. 4. Reinforcing steel shall eonPorrn to ASTM A615. &rode 40 5. Horizontal reinforcing steel 5h011 be made continuous by lapping bars a minimum of 32 bora diameters ot all splices and providing corner bore. Fabrication and Installation of reinforcing steel shall conform to AC1 515. 6. Provide accessories. nocsssor to properly support reinforcing at the poeltione shown on the documents. 7. Calcium chloride or admixtures containing more khan 0.05% chloride lone or thiocyanates 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 1. All timber construction (light and heavy) shall conform to American Institute of Timber Construction (AITG) and National Design SpoclPlcatlon (NDS) standards. 2. Structural framing lumber shall be Douglas Fir Larch, with the following minimum grades= Plates and Studs: s2 Joists and Raptors: 3. All 5111 plates In contact wlth concrete or masonry foundation shall be Foundation Grade Redwood or Pressure Treated Hern-Fir U2 or better, designated for "Above &round" usage 05 defined be the American YiCood Preserver's Institute. 4. Glu-larnlnated members Shall be Douglas Fir/torch as f0110w5: conform to AiTG symbol 24F -V3 or better (Fb = .2400 PSI; Fv = 165 PSI; E = 1,500,000 PSI), unless noted otherwise. 5. Trus -Joist products shown shall be 05 manufactured by the Trus-JoIst MacMillan Partnership Boise, Idaho. Trus -Joest products Include: TJI's, LSL (Laminated Strand Lumber) Rim Boards, and LSL Headers. Installation details, blocking, bracing and connections shall conform to the requirements of the manufacturer. 6. LamInated Veneer Lumber (LVL) shall be designed and Pobrlcated in accordance with the National research Board and the Natlonol Design SpecifiGatlon for wood. LVL's to be IV' thick with the following minimum working stresses. Fb 2600 PSI; Fv = 2S5 PS!; E = 1,500,000 PSI ?. Wood manuFactured products other than those noted, which hove 1.G.B.O. approval, may be used with approval of the Engineer. B. FASTENERS AND CONNECTORS I. All timber nolling and connections shall conform to UBC and AITG. Reference UBC Table No. 23-I-0: Moiling Schedule. 2. Meta! connectors For wood framing ore manufactured by the Simpson Strong -Tie Gornpany, Connectors with nails Shorter than common as follows= 8d x I'4"; 10d x Ih"; 16d x unless noted otherwise. 3. Alternate connections and Pastenere to those listed above, which hove I.G.B.Dapproval, may be used upon approval by the Engineer, 4. Lag screw connections, Including lead holes, pilot holes, and screw Installation, shall conform to NDS. 5. Bolts Por wood member connections shall be ASTM! A307 with minimum 11,5" diameter washer eoch end, unless noted otherwise. Do not countersink bolts unless noted otherwise. WOOD ROOF TRUSSES I. Provide open web trusses os profiled on the documents to safely support the Indicated dead and live loads. 2. Truss manufacturer shall be o member of the Truss Plate Institute (TPI) and Component Manufacturer's Councll. Trusses shall be designed by o Professional Engineer employed by the manufacturer. 3. Lumber for trusses shall be of the species and grade os required by the Engineer's design. &rode stomp each piece. 4, anuPacture and Install press -Pit metal plates complying with TPI -74. 5. Manufacturer shall submit shop drawInge to Architect Por review and approval. Shop drawing shall Indicate truss pitch, span, and spacing; gags, size and location oP connectors; bearing and anchorage details, trues -to -truss connections, bridging and permanent bracing details; and all related Items. 6. Submit shop drawings to the engineer Por review and approval. 'T. Submit design calculctlons, bearing the seal of the Manufacturer's Engineer, with the, Shop drawings, Indicating species and grade of lumber, design loadings, and force analysts of each member and design of each connection. 5. Fabricate trusses according to approved shop drawings. Provide trusses and all related items required for erection, to Include blocking, bridging and permanent bridging. Snow load duration Pastor 1.0 a. Trues top chord dead load 12.0 PSF b. Truss bottom chord dead load 10.0 PSF SNEATHIN6 NOTES I. Sheathings eholl be American Plywood Association (APA), Exposure I, G -D plywoods as follows, Roofs... 5/8" thick, APA rated sheathing, 32/16. Provide Plycilps midway between rcaf tars of unsupported Sheet edges. Walls 1/2" thick, APA rated sheothIng, 24/0, ail edges blocked. 2. Sheath exterior fore of all exterior frame walls with APA sheothing unless noted otherwise on structural drawings. 3. Do not block floor and roof sheathing edges unless noted. 4. ROof sheathing layouts 5. NAILING From In Members USE NAILS (Deformed shank)) NAIL SPACING COMMENTS d .Intermed. Supports Co Sheet Edges Floor 8d (,I51" e) 10" 6" Roof 8d (.131" 4) 12" 6" ill 8d (.131" a) 12" 6" Notes, 1. APA roted sheathings other than plywood (e.g. waferboard, oriented strond board) may be used In lieu of plywood with approval al Engineer. 2. Nall diameter of .131" Is equivalent to bol common or 12d sinker na11s. MOGhdnlcally driven nails of equol or greater diameter which penetrote the framing members ot Ieost 1.3/4" may be used. SLAfl DEPTH 4" 9AW CUT NOTE, THE SAr1 CUTTINd SHALL BE DONE WITHIN 24 HOURS TQ F14LVENT UNCONTROLLED GRACKIN6 OP The 51__A8 AND WEEN The CONCRETE I -A5 HARDENED SUFFICIENTLY TQ PERMIT cuTnNe 1MIT14OV'T GHIPPINI&,5PALLIN6, OR TEARiNei. TYPICAL SAWCUT JOINT TYPICAL CONSTRUCTION JOINT LOCATE UNDER PARTITION WHEN POSNCLE TYDICAL CONC SLAB ON GRADE DTL'S INTERIOR BLA.89-QN-eotabe (9 4.6. ) I. UNL.f55 NOTED QTHERWI9E, INTtRIQRS 9.0.6.'9 SHALL EIE 4" THICK CONCRETE 5LA55 P1-AGEP ON A MINIMUH 4" THICK LAYEiR of FREE -DRAINING &RAVEL. 2. ALL INTERIOR 9.0.6.9 51 -ALL BE REINPoRCe WITH bxb- w1.4xw1.4 Y IRE PABRIC UNLE99 NOTED OTHERYVISE. OPTION. REPLACE MESH WITH Si'NTHET'IG PISER ADDITIVE PER MANUPAGTURJ=R'S REGOMENDATION9 AND ENGINEER'S APPROVAL. PROVIDE I. POUNDS COLLATP, PIE3RILLATED POLYPROPTLENE PISER9 PER CUBIC YARD OF CONCRETE, MINIJNUJM. 5. PROVIDE BLAS CONTROL JOINTS MAXIMUM I5' EACH YIAY, UNLESS N 2T OTHERYVISE (5EE TYPICAL DETAILS ). 4. PROVIDE FREE-DRAININ6 69,AVP_LS AMD COMPACTED PILL (1, HERE NECESSARY) ACGORDIN6 TO 50EL.5 EN6INEER's RECOMMENDATIONS. 'S. COMPACTiVE EFFORT FOR 6RAV1EL5, STRUCTURAL PILL AND EXP5TIN6 5UB6RADE9 WHICH SUPPORT 9.0.6.'5 5HALL BE IN ACCORDANCE WITH SOIL 5 EN61NEER'S RECOMMENoAT10N5. TRUSS BOT CHORD POSITION VARIES 5/8" PLYWD- SEE SHEATHING NOTES 12 PRE MANIJFAGTURED TRUSS- SEE ARCHITECT FOR TRUSS PROFILE ATTACH EA. TRUSS EA. END W/ H2.5 HURRICANE TIE I'-0" 2x6 STUDS 1/2" PLYWD - TYP EXTERIOR WALLS TYPICAL &RADE WALL REINF. *5 CONT. T a B s4 0 12" D.G. DWLs4x26, 15^10" 0 16" O.G. SEE PLAN 3" CLR.. I" = i' -O" PBVB POST BASE W/ 3/4" Dia. x 1'-2" THREADED ROD- EPDXY ROD TO POST 4 CONCRETE 2x6 STUDS 0 16" O.G. CONT. TREATED 2x6 PL. W/ 1/2" Ala x 10"{-2" ANCHOR BOLT- SPACE WITHIN 12" OF OPENINGS a BUILDING CORNERS 4 e 4'-0" O.G. MAXIMUM 0 - CONTACT LAP SEE PLAN ROUGHEN COLD JT TO 1/4" AMPLITUDE-TYP 2-s5 CONT. 1x'7 TIMBER POST EXTERIOR SLAB - SEE ARCH! TELT *2 HORIZ TIE a T.O. PILASTER 10 olio. GONG PILASTER POURED MONOLITHIC W /FTG 3" GLR T'(FIAL EXTERIOR FOOTIN& FORM FOOTING 'BIGFOOT' FORM AS MANUFACTURED BY BIGFOOT SYSTEMS OR EQUAL FOOTING TO BEAR ON UNDISTURBED NATURAL BEARING SOILS OR COMPACTED STRUCTURAL FILL 11-0" ROOF SHEATH I N6 a PORCH - COORDINATE W/ ARCHITECT (G� 2x6 STUDSI ---- a 1 DONT 'TREATED' 2x6 SILL PLATE W/ q/64"0 POWDER DRIVEN NAIL.. 0 12" O.G. x x x SUPPORT BAR: *4 a 4'-0" O.G. I" = 1'-O 12 SEE PLAN EDGE NAILS 77____-- PRE MANUFACTURE ROOF TRUSSES ti ATTACH EA. TRUSS EA. END W/ 1-42.5 HURRICANE TIE BEVELED 2x BLK'G BTWN TRUSSES - NOTES: BLK'G TO SE NOTCHED EACH END FOR VENTILATION: 1.1/2" BLK'b EA WAY FASCIA - SEE ARCHITECT 16d TOE -NAIL a8"0G.-TYP 2X6 STUDS TYPICAL TRUSS BEAD'. I NG AT VALLEYS PROVIDE CONTINUOUS 2x8 PLATE W/ (5)- 16cl NAILS TO EA. TRUSS TRUSS BOT CHORD POSITION VARIES I' = 1'-O" 2x6 BLK'b 12 /c4 PRE MANUFACTURED TRUSS- SEE ARCHITECT FOR TRUSS PROFILE ATTACH EA. TRUSS EA. END W/ 1-12.5 HURRICANE TIE 2x6 STUDS OVERFRAMING. 2x6 • 24" 0.0.- PROVIDE SUPPORT D.G. MAXIMUM LU26 JST HGR BLK'G SEE D/SI I. = 1,-©" 5/8" alio COUNTER -SUNK LAG SCREW 0Q 2ke 1x10 BEAM I" = I' -O" POST NON- STRUCTURAL KNEE BRACE - SEE ARCHITECT CONTINUOUS BEVELED 2x6 LEDGER- ATTACH TO EA. BUILT-UP POST W/ (4)- 3/8" DIA. x 5" LA& SCREWS (GA. = 4 1/2") II TO EA. INTERMEDIATE STUD W/ (2)-16d NAILS CONTINUOUS 2x6 RIM- ATTACH TO EA. 2x4 VV/ (2)- 1/4" DIA. x 3" WOOD SCREWS (SOT 1/4" x 5 A5 MFR'ED BY SIMPSON STRONc5 TIE OR EQUAL) (2)-2x4 SPACED KNEE BRACE 10 12 SCISSOR TRUSS PROVIDE H2.5 HURRICANE TIE 0 EA. KNEE BRACE T.O. LEDGER 10'11-0" (ARCHITECT VERIFY) RR JOIST H6R 1/2" DIA. THR1J BOLT BUILT-UP POST e KNEE BRACE 2'-6" I/2" DIA. x 5" LAG SCREW • EA. LE& OF KNEE BRACE I' -O" KURTZ ,$ ASSOCIATES, INC. 5012 COUNTY RP. 154 GLENWOOD SPRI NGS, GOLORAPO (970) 945-6305 GORYELL RANCH AFFORDABLE HOUSING CORYELL RANCH SUBDIVISION GARF I ELD COUNTY, COLORADO DRAWN BY: W.C.E. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-39 DATE: FERMIT SET: 05/25/00 FZEI UE: 11/24-/O0 SHEET TITLE: GENERAL NOTES 4 DETAILS SHEET: FOUNDATION AND MAIN LEVEL FLOOR FRAMING PLAN NOTES: 1, Concrete foundation walls to be 8" thick unless noted otherwise (U.N.O.) 2. Dimensions this sheet ore to face of concrete U.N.O. 3. TF = top of concrete footing. 4. TIN = top of concrete wall. 5. Finish erodes ore to provide 36" minimum cover For exterior footings, and In crowl spaces, 12" minimum clearance beneath booms and Ib" minimum clearance beneath floor joists. 6. Footings ore to beor on undisturbed natural bearing soils or compacted structural fill. 7. ® designates footing type. See Footing Schedule this sheet. 8. —. • floor joist (showing Joist span direction). Floor joists to be 4.1/2" %I/PRO-154. Space T.JI's at 16" O.G. C.) Unless Noted Otherwise (U.N.O.). q. C Jo1st hanger or beam to beam connection. 10. Floor sheathing to be %i" thick tongue and groove plywood (See Sheathing Notes). II. • designates post which supports froming thls level. POST SCHEDULE: �'_J 6x6 0 2- 2x6 End Post (Seed F/SI) 12. _ ! designates stud Wo 11 supported on the framing at this level. 13. TJI desIgnates framing members manufactured by Trus -Joist MacMillan Partnership, or approved actual. 14. LVL = Laminated Veneer Lumber. See Structural General Notes for allowable stresses. LVL's shall be 144" thick. 15. R designates post supported on framing at this level. 2x6 STUDS TJI II CII " 511 i" 2x6 'TREATED' SILL PLATE W/ 1/2" DIA. ANCHOR BOLT ® 4"-0" O.G. PROVIDE BUILT-UP POST THRU FLOOR TO MATCH BUILT-UP POST ABOVE TYP. U.N.O. 1001-011 CONTINUOUS RIM -SEE 5/52 2x6 STUDS ® 16" O.G. PROVIDE CONTINUOUS GYPSUM BOARD SHEATHING (SEE ARCHITECT) #4 24" 0.C. 3-#4 rr'~ CONTINUOUS I' -O" 21-0" TYPICAL PARTY WALL SCALE: I" = 1'-0" 1/2" PLYWD - TYP EXTERIOR WALLS CONT R"x 412" LSL RIMBOARD END NAIL TO EA TJI W/ Sd TOP 4 BOT 16d TOENAIL. 8" Q.C. TYPICAL GRADE WALL REINF. #5 CONT. T 4 B 11. cA) 2x6 STUDS ® 16" O.G. PROVIDE SOLID BLK'G BELOW BUILT-UP POSTS TJI #4VERT. a 16" 0.C. #4 @ 12" O.C. DIAL #4x26" r -•141I a 16" O.G. SEE PLAN 7>4" CONT. TREATED 2x6 PL IN/ 1/211 dia x 10"1Lr2" ANCHOR BOLT- SPACE WITHIN 12" OF OPENINGS 4 BUILDING CORNERS it 4`-O" O.G. MAXIMUM CRAWL SPACE CONTACT LAP ROUGHEN COLD JT TO 1/4" AMPLITUDE-TYP • 3" CLR,v___ III - 1'-0" dl 11111 1' SEE PLAN 2-#5 CONT. 68'-6" q'-5 II 12'- 12'-3" 121-5" 12'-5 9'-5 II q2) B 52 i 0 ci 51 ( j I I L 1— STORAGE to S.O.G. 1 5I r L T.O. PLYWD 9 100'-O" 1 1 q .I/2" TJI ® 16" O.C. '✓l I -°II 54 4if, 11 (-411 1,1' 3 -SPAN CONT. I (3)- 1.1/2" LVLT 1- B 52 1 1 Li 51 1 1.I/2" TJI �J TW a 1T-0.1/4" /4" TF 161-O" TYP ALL AROUND J 7 1 1 L / L.1 L r 2 -SPAN I' -O" CONT. 41.1/2" TJ1 L- L i A \\\ F q,I/2" TJI '' 16" 0,C. 3 I'-0" 2 -SPAN CONT. q.I/2" TJI * 16" O.G. __r 7 7 7 3 LI 1 1 -1 PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE GENERAL NOTES) i 1/40 I 2 (Dr A 54, TYP ALL AROUND UNLESS NOTED Zo 1 3 -SPAN CONT. (3)- 4.1/2" LVL 52 1 II 4'-5 8'-8 31-q" l II 121-5" L 1 1 v 9.1/2" TJI ® 16" O.G. 121-5" 1 L T.O. PLYWD 100'-a" 1 9. i STORAGE S.O.G. 4'- ti 1 q.I/2" TJI 1 S2 411 LI 1 51 1 9 3'-q" 8'-8 q'-5 661-6" TJI BLK'G PANEL e 48" O.G.- NAIL TO SILL FE. IN/ 3- .131" clic; x 21/2" (MIN) NAILS T-11 — !UT -24 JST HGR TJI vV "x8" HI x12" WOOD FILLER a EACH BLK'G PANEL.- NAIL TO TJI WEB IN/ 6d to 4" O.G.T t B CRAWL SPACE NAIL FLR SHEATHING TO BLK'6 W/ 8d 4" O.G. DONT 'LSL' RIMBOARD SEE DTL B/52 SILL ¶. d ANCH. BOLT- SEE DTL B/52 11111.1111111111'x=' �11 WALL DWL AND WALL RE I NF SEE DETAIL 5/52 9\L_ 2-s5 CONT. FOUNDATION AND MAIN FLOOR FRAM I NCS FLAN: TYF E 1 I/411=11-0" TYPE CONCRETE FOOTING SCHEDULE SIZE REINFORCEMENT REMARKS 21-0" X 21-0" X 10" 21-6" X 2'-6" X 10" 3 - #4 EACH WAY 4- #4 EACH WAY NOTES= I. Place scheduled reinforcement 3" clear form bottom of footing. 2. Center footings below columns unless dimensioned otherwise. NORTH !J� KURTZ ASSOG I ATES, IN. 5012 COUNTY RD. 154 GLENWOOD SPR I NGS, COLORADO (110) 145-6305 WOR (ELL RANCH AFFORDABLE HOUSING CORYELL RANCH SUBDIVISION GARF IELD COUNTY, COLORADO DRAWN BY: .0 .E CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-541 DATE: PERMIT SET: 05/25/00 REVISED: 11/24/00 SHEET TITLE: FOUNDATION PLAN TYPE I SHEET: 2x6 0 2'-0" Q.G. CONTINUOUS 2x10 LEDGER- ATTACH TO EA. VERTICAL OF GABLE END TSJ)CI W/ (3)- I/4" dla x 3" WOOD SCREWS (SDT 1.14x3 BY SIMPSON STRUNG -TIE) 2x4 BLK'b a EA. BRACE W/ A34 EA. END A34 FRM6 ANGLE 12 L5SU-28 J5T N&R (2x6 PRESSURE BLK'6 NOT SHOWN) TYPCGAL GABLE END I/2" 1'-0" PROVIDE CONTINUOUS X- BRAC I N6 12 A. x I.I/4" STEEL STRAP (C5I6 MFR'ED BY SIMPSON STRONG -TIE) OR EQUAL { F\ 8d 0 4" O.C. A54 (BRACE TO TRUSS) NAIL BRACE TO BLK'6 NV 3-I6d 2x6 WIND BRACE 0 6"-0" O.G.- TYP a GABLE ENDS ATTACH EA. BRACE TO TRUSS 4 TOP PLATE Y"1// A.54 TRUSS 10 12 PROVIDE CONTINUOUS 2x5 TOP ! BOT Y`V (2)- 16a NAILS TO EA, TRU55 1/2' = r-0" 12 3r - EDGE NAILS -K ---__,N\ 10 12 X- BRAGE 2x8 TOP 4 BOT PREMANUFAGTURED SC 1550R TRUSS 2x6 STUDS O 16" O.G. DSL BEVELED 2)4, BLK'6 BETW TRUSSES- FACE NAILW/I6dc6" O.G. (STA6c5ER) r LSSU-210 J5T H6R SCISSOR TRUSS 3/4" = l'-0" cI 2x4 BLK'G ETV TRUSSES EA. SIDE G.L. Yt/ Ibd NAILS 0 8" ®.C.. 68'-6" q' - l2' -5 12'-3" 12'-5" 12'-5 9'-5 2x6 LOOK -OUT 0 24" O.G. GABLE END TRUSS NOT SHOWN HDR 10y2 7N- 10/12 STUB SCISSOR TR)SS 24" O.G. MONO -PITCH SG I SSOR TRUSS o 24" 0.C. HDR H II r 2x6 LOOK -OUT 0 24" 0.C. &ABLE END TRUSS NOT SHOWN 12'-5" r } O.F. 2x6 LOOK -OUT 0 24" O.G. ■ 10/2 STUD SCISSOR TRUSS 0 24" O.G. REM 51/6" x 12" L. u n HDR 2x6 LOOK -OUT 0 24" O.G. 12'-3" T 3/2 MONO -PITCH TRUSS O 24" O.G. HDR a 2x8 0 Ib" O.G. 1x10 KNEE BRACE EA. SIDE SEE H/51 5"-5 9'-5 ROOF FRAMING PLAN NOTES I. De5lgnate5 rafter or premanufactured roof trues showing span direction. 2 See architectural drawings for truss profile dlagram5. 3. Minimum header size to be 2- 2x5 at 2x4 stud walls, and 3- 2x6 at 2)40 stud walls. 4. Support headers each and with 2 studs (I jock + 17 king) minimum. 5. Joist hangar or boom to beam connection. Truss to trues connections to be specIPlsd by trueemanufacturor. b. Wood stud wall below Vile level of' framing. Exterior wade to be 2x6 studs 0 16" O.G.. Designates header support or poet which eupporte framing this level. Minimum poet siz0s: 2- 2x4 and 2- 2x6 at 2x4 and 2x6 stud "0115 respectively. Poet and Header Support Schedule �^l 7x7 L/ 5- 2x6 (I Jack + 2 Kings) 0 4- 2x6 (2 Jacks + 2 Kings) a 3- 2x6 ROOF FRAM I NS FLAN: TYPE I/4"=1'-0" b. 6.L. = Glue -laminated timber. Soo Structural General Notes for AITG designations. 9. LVL = Laminated Veneer Lumber. See Structure! General Not for allowable stresses. LVLS to be 1.3/4" thick unless noted otherwise. 10. O.F. designates over -framing. At general contractor's option, over -framing may be supplied by the trues manufacturer. 11. 6x timber beams rand poste to oe Spruce -Pine -Fir No .1 or better. Coordinate "Ith architect. ® 5- 2x6 (I Jack + 4 Kings) OF 5- 2x6 (5 Kings + I Jack each aide) 4- 2x4) (I Jack + 5 Kings) GH 4- 2x6 (2 Kings + 2 Jacks each 51de) NORTH U KURTZ 4 ASSOCIATES, N. 5012 COUNTY R. 154 c LENWOOD SPRINGS, COLORADO (q-10) Q45-6305 GORYELL RANCH AFFORDABLE HODS I NC7 COR)/ELL RANCH SUBDiVI51ON SARF I ELD COUNTY, COLORADO DRAWN BY: W.C.E. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-3,1 DATE: PERMIT SET: 05/25/00 R'.E1U: 11/24/00 SHEET TITLE: ROOF FRAMING PLAN TYPE 1 SHEET: FOUNDATION AND MAIN LEVEL FLOOR FRAMING PLAN NOTES: 1. Concrete foundation woils to be 8" thick unless noted otherwise (U.N.0.) 2. Dimensions this sheet ore to face of concrete U.N.O. 3. TF = top of concrete Footing, 4. TW = top of concrete waII. 5. Finish grades are to provide 36" minimum cover for exterior footings, and In crawl spaces, 12" minimum clearance beneath beams and 18" minimum clearance beneath floor Joists. 6. Footings are to bear on undisturbed natural bearing soils or compacted structural fill. designates footing type. See Footing Schedule this sheet. floor Joist (showing joist span direction). Floor joists to be cf.l/2" TJ1/PRO-150. Space TJI's at 16" O.C. rJ Unless Noted Otherwise (U.N.0.). Joist hanger or beam to beam connection. 10. Floor sheathIng to be thick tongue and groove plywood (See Sheathing Notes). II. • designates post which supports framing this level. POST SCHEDULE: ED 6x6 CD 4x6 0 2- 2x4 End Post (See F/SI) 0 2- 2x6 End Post (See F/SI) 12.'5 "5designates stud wall supported on the framing at this level. l3. TJI designates framing members mc,nufactured by Trus -Joist MacMillan Partnership, or approved equal. 14. LVL = Laminated Veneer Lumber. See Structural General Nates for allovvable stresses. LVL's shall be I4" thick. 15. designates post supported on framing at this level. 7k CONCRETE FOOTING SCHEDULE TYPE SIZE REINFORCEMENT REMARKS 2'-0" X 2 `-0" X 10" 2'-6 " X 2'-6" X 10" 3- *4 EACH WAY 4 - #4 EACH WAY NOTES: 1. Place scheduled reinforcement 3" clear Form bottom of footing. 2. Center footings below columns unless dimensioned otherwise. coWD STUD BRG WALL- SEE PLAN FOR EXTENT BLOCKING PANEL BETWEEN JOISTS SEE PLAN+ TJI CONTINUOUS OVER SUPPORT PROVIDE BLOCKING (DASHED) BELOW BUILT-UP POSTS POST CAP EA. SIDE- SEE POST SCHEDULE PROVIDE POST BASE AS FOLLOWS: ABE66 W/(I)- 5/8" DIA. EXPANSION BOLT 6x6'5 ABU46 W/ (I)-5/8" DIA. EXPANSION BOLT 4x6'S 11(11ITTT 1SIII LVL E}M. SEE WOOD POST SCHEDULE TYPICAL NAILS: TJI-TO-SUPPORT W/ 3-.131"dia. x 2.1/2" MIN., BLK'G-TO-SUPPORT IN/ .131" dia. x 2.1/2" MIN, 12" O.G. EA. SIDE (STAGGER) SEE FOOTING SCHEDULE — — -- — 1III EQUAL !WI EQUAL SEE FOOTING SCHEDULE SEE FOOTING SCHEDULE NAIL BUILT-UP LVL"S W/ 2 -ROWS 16d NAILS *12" O.C. STAGGERED = 1'-0" 46'-5" 12'-5 24'-6 m —IN -c dl S2 TYP ALL AROUND UNLESS NOTED J 1 '522} 1 tc ;t) A S4 3 -SPAN CONT. (3)-1.1/2" LVL �t'Iktt (3)-1.1/2 LVL. — 2 -SPAN CONT. Q.I/21' TJI ® 16" O.C. 3 -SPAN CONT. (1.l/2" TJI 16" O.G. 3 -SPAN CONT. (2)-61.1/2" LVL TF = 16'-0" TY? ALL AROUND �^Jr- 1` 1 - I I A JI 2 -SPAN CONT. 01.1/2" TJI 16" O.G. 521 I0'-1" L_ 54� • T.O. PLYWD 100'-0" S2 T PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL. WALL REINF- TYPICAL (SEE GENERAL NOTES) — -+ STORAGE S.O.G. a" 4" 1 I, q.l/2" TJI L L — 4" / I �4" S2 O 1- 0 1 J Si SIJ ._ -,' 6 -1N (Ni r-2( 3'—a " b'-8 Q'-5" 46I-51' FOU \DAT I ON AND FLOOR FRAM I NS FLAN: TYPE l/4"=I'-0" NORTH KL)RTZ 4 ASSO1 ATES, 5012 COUNTY R. 154 GLENWOOD SPRINGS, COLORADO (010) 0145-6305 CQRYELL RANCH AFFORDABLE HAUS I CORYELL RANCH SUE0 IVISION GARF I ELD COUNTY, COLORADO DRAWN SY: V.C.E. CHECKED E3Y: B.J.K. SCALE: AS SHOWN PROJECT NO. Q0-301 DATE: PERMIT SET: 05/25/00 REVISED: I 1/24/00 SHEET TITLE: FOUNDATION PLAN TYPE LI. SHEET: ROOF FRAMING PLAN NOTES I. ,. Designates rafter or premanufactured roof truss, showing span direction, 2. See architectural drawIngs for truss profile diagrams. 3. Minimum header size to be 2- 2x8 at 2x4 stud walls, and 3- 2x8 at 2x6 stud walls. 4. Support headers each end with 2 studs (1 Jock + 1 king) minimum. 5. 'E---+ Joist hander or boom to boom connection. Truss to truss connections to be specified by trussmanufacturer. 6. jWood Stud wall below this level of Praming. Exterior waIIs to be 2x6 studs 16" 0.C.. ?. II Designates header support or post which supports framing this level. MinImurn post sizes: 2- 2x4 and 2- 2x6 at 2x4 and 2x6 stud w0115 respectively. Post and Header Support Schedule 7x7 3- 2x6 (1 Jack + 2 Kings) 4- 2x6 (2 Jacks + 2 Kings) 3- 2x6 5- 2x6 (I Jack + 4 Kings) 5- 2x6 (3 Kings f 1 .Jack each side) 8. 6.L. = Gluo-laminated timber. See Structural General Notes for AITC designations. LVL s Laminated Veneer Lumber. Seo Structural General Notes for allowable 5tre55e5. LVL'S to bo 1.3/4" thick unless noted otherwise. 10. O.F. designates over -framing. At general contractor's option, over -framing moy be supplied by the truss manufacturer. II. 6x timber bosoms and pants to be Spruce -Pine -Fir No.I or better. Coordinate with architect, 2s10 + 2x8 BEVELED BLK'G (TOP CHORD OF SHEAR PANEL) PRE MANUFACTURED SG 1 SSOR TRUSSES 12 10 BETWEEN TRUSSES PROVIDE SHEAR PANEL: V`V 2x4 FRAME, 1/2" PLYWD SHEATHING, 4 I" dila VENT HOLES AS SHOW N (NAIL PLYWD TO FRAME V`1/ 8d ® 6" O.G. ALL AROUND) NAIL SHEAR PANEL FRAME TO TRUSS VERTICAL MEMBER W/ 16cl a 6" O.G. ATTACH EA. TRUSS EA. END W/ H25 HURRICANE TIE 2x6 STUDS 2x6 BLK`G (DASHED) BETH RAFTERS VVI 1601 NAIL * 8" O.G. LSSU-26 JST HCR: NAIL THRJ WALL SHEATHINGS vv/ (10)-16d NAILS NAIL SHEAR PANEL FRAME V'1// I6d NAIL ® 6" O.G. I" = 1'-0" 46'-5" 12'-5 24'-6 2x6 LOOK -OUT 24" O.G. r da m 1 HDR HDR O.F. HDR SG I SSOR TRUSS a 24" O.G. 1042 777 100/2 x/12 HDR O.F. s) MONO -Pi TGH TRUSS o 24" O.G. —� HDR HDR i I SG I SSOR 1 TRUSS GABLE END TRUSS NOT SHOWN COMMON TRUSS 51 GABLE END TRUSS NOT SHOWN 1 RIM 7 111 HDR 6I RDER TRUSS (SEE I/A5.2) .^ 9/12 MONO -PITCH TRUSS 24" O.G. 2x4 a 24°' O.G. 2x6 LOOK-OUTI } 0 24" O.C. �` 12'-1" KNEE BRACE EACH SIDE SEE H/SI 8'-8 HDR O r - u Q r LU -26 JST H6R 37'-©" ROOF FRAMING FLAN: 7i/FE II NORTH 2x8 16" O.G. ] 7x10 l C7 \ \ •.. KURTZ 4 ASSJG 1 ATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (970) '145-6305 GJ NT'ELL RANCH AFFORDABLE HJUSING GORYELL RANCH SUBDIVISION GARF I ELD COUNTY, COLORADO DRAWN BY: W.G.E. CHECKED BY: S.J.K. SCALE: AS SHOWN PROJECT NO. 00-39 DATE: PERMIT SET: 05/25/00 KE15L1E: I !/24/00 SHEET TITLE: ROOF FRAMING PLAN TYPE II SHEET: GENERAL STRUCTURAL NOTES GENERAL REOUPREMENTS I. Design Is based on the IQ'17 edition of the Uniform Building Code (UE3C). 2. Design Live Loads O. Roof (Snow) b. Residential Floors c. Decks d. Seismic e. Wind 4OPSF 4OPSF 40PSF Zone I 80 MPH Basic Wind Speed Exposure B, Chapter Ib, Division II, UBC 3. All 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 controctor shall provide all measures necessary to protect the structure and existing adJoGent structures and utilities. 5. Coordinate oil openings through floors, walls and roofs with Meehanlac' and ElectrIcal Contractors. Notify Engineer of any openings to be cut in structural systems. FOUNDATIONS I. Foundation Design is based on Solis Report *GS -3032 by GTL/ Thompson Inc., dated May 22, 2000. Maximum deslan soil bearing capacity, 4000 PSF. - The Contractor shall review the Soils Report and Follow oil recommendations therein, InciudIng, but not limited to excavation, site conditions, drainage, backfill and compaction, slab -on -grade construction, drainage systems, and site Inspection requirements. 2. AH footings ore to bear on undisturbed natural bearing materials or Compacted structural flee. CornpactIve effort for Structural f111 shall be In accordance with the Soils Engineer's recommendations. Bearing soils (natural and Compacted) shall be inspected and approved by the Solis Engineer prior to placement of footings, 3. Avoid excessive wettingor drying of c the excavation, keeping the excavation reasonably ree oP water during placement of concrete for footings. 4. BackPIll on walls with fill on both sides to be compacted In equal lifts each side of wall, CONCRETE AND REINFORCING STEEL I, All concrete shall attain 3,000 PSI compressive strength within 28 days unless noted otherwise, 2. Use Type 1-11 Portland Cement (ASTM 0150) with 4-b% air entrainment. Concrete aggregate to be normal weight (stone). 3. Perform all coat -In-place concrete work In accordance with "SpecifIcations for Structural Concrete for evildlng s," AGI 301-84, unless noted otherwise. Provide hot or cold weather protection per AGI 305 or 306. 4. Reinforcing steel shall conform to ASTM A6151 &rode 40 5. Horizontal reinforcingsteel shall be made continuous by lapping bars a minimum oP 3or diameters at all splices and providing corner bars. Fabrication and installation of reinforcing steel shall conform to AGI 315. 6. Provide accessories necessary to properly support reinforcing at the positions shown on the documents. 7. Calcium chloride or admixtures containing more than 0.05% chloride Ions or thiocyanates are not permitted. 8. Do not place pipes, ducts or chases In structural concrete without prior approval oP the Structural Engineer. STRUCTURAL WOOD FRAMING A. DIMENSIONAL LUMBER 1. All timber construction (light and heavy) shall Conform to American Institute of Timber Construction (AITG) one National Design Specification (ND'S) standards. 2. Structural framing lumber shall be Douglas Fir Larch, with the Following minimum grades, Plates and Studs: 02 Joists and Rafters, s2 3. All sill plotes in contact with concrete or masonry foundation shall be Foundation Grade Redv'ood or Pressure Treated Hem -Fir #2 or better, deslanoted for "Above Ground" usage as defined be the Arnerlcan V ood Preserver's Institute. 4. Glu -laminated members shall be Douglas Flr/Larch as follows: conform to AITG symbol 24F -V3 or better (Fb = 2400 PSI; Fv = 165 PSP; E = 1,800,000 P51), unless noted otherwise. 5. Trus -Joist products shown shall be as manufactured by the Trus -Joist MacMillan Partnership Boise, Idaho. Trus -Joest products Include: TJI's, L5L (Laminated Stroud Lumber) Rim Boards, and LSL Headers. Installation details, bloGking, brocing and connections shall Conform to the requlrements of the manufacturer. b. Laminoted Veneer Lumber (LVL) shall be designed and fabricated in accordance with the National research Board and the National Design SQecIplcatlon for wood. LVL's to be I%," thick with the following minimum working stresses: Fb = 2600 P51; Fv = 285 PSI; E = 1,500,000 P51 7. Wood manufactured products other than those noted, which hove I.G.B.O. approval, soy be used with approval of the Engineer. B. FASTENERS AND CONNECTOR -5 I. All timber moiling and connections shall conform to UBC and AITG. Reference UBC Table No. 23 -I -Q, Nailing Schedule. 2. Metal connectors for wood framing ore manufactured by the Simpson Strong -Tie Company, connectors with malls shorter than common as follows: 8d x i1/4"; I0d x Ih"; l6d x 2l�", unless noted otherwise. 3. Alternate connections and fasteners to those listed above, which have I.C.B.O. approval, may be used upon approval by the Engineer. 4. Lag screw Connections, Including lead holes, pilot holes, and screw Installotion, shall conform to NDS. 5. Bolts for wood member connections shall be ASTM A301 wlth minimum Ili" diameter washer each end, unless noted otherwise. Do not countersink bolts unless noted otherwise. WOOD ROOF TRUSSES 1. Provide open web trusses as profiled on the documents to safely support the Indicated dead and Ilve loads. 2. Truss manufacturer shall be a member of the Truss Plate Institute (TPI) and Component Manufacturer's Council. Trusses shall be designed by o ProPessional Engineer employed by the manufacturer. 3. Lumber for trusses shall be of the species and grade as required by the Engineer's design. Grade stomp each piece. 4. Manufacture and Install press-fit metal plates complying with TPI -74. 5. Manufacturer shall submit shop drawings to Architect for review and approval. Shop drawIng Shall Indicate truss pitch, span, and spacIng; gags, size and location of connectors; bearing and anchorage details, truss -to -truss connections, bridging and permanent bracing details; and all related Items. 6. Submit shop drawings to the engineer for review and approvol. '7. Submit design calculations, bearing the seal of the Manufacturer's Engineer, with the shop drawIngs, indicating species and grade of lumber, design loadings, and force analysis oP each member and deslgn of each connection. Fabricate trusses according to approved shop drawings. Provide trusses and all related Items requIred for erection, to include blocking, bridging and permanent bridging. GI. Snow load duration Factor 1.0 CI. TrUSS top chord dead load ....... 12.0 PSF b. Truss bottom chord dead load 10.0 PSF SHEATHING NOTES 1. Sheathings Shall be American Plywood Association (APA), Exposure 1, C -D piywoods as Po110ws, Roofs., .5/5" thick, APA rated sheathing, 32/16. Provide Plyclips midway between rafters at unsupported sheet edges. Walls 1/2" thick, APA rated sheathing, 24/0, all edges blocked. 2, Sheath exterior Pace of ail exterior frame walls with APA sheathing unless noted otherwise on structural drawings. 3. Do rat block floor and roof sheathing edges unless noted. 4. Roof sheothing layout, 5. NAILING Framing. Membe USE NAILS (Deformed shank) NAIL SPADING COMMENTS '0 intermed. Supports a Sheet Edges _Floor 5d 031" 0) 10" 6" Roof 6d (.13t" cp) 12" 6" Noll $d (.131" a) 12" 6" Notes I. APA rated sheathings other than plywood (e.g. wab feroard, oriented Stroud board) may be used In lieu of plywood with approval of Engineer. 2. Nall diameter of .191" Is equivalent to Bd common or 12d sinker halls. Mechanically driven molls of equal or greater diameter which penetrate the framing members at least 1.9/4" may be used. sLAD DEPTH 4" 5AYr CUT NOTE, TME swN CUTTIN6 SHALL 15E DONE wiTHIN 24 MOORS TO PFIEVENT UNC.ONTROLLED GRACKIN6 OP THE SLAB AND *eN THE CONCRETE HAS HARDENED % rIGIENTLY TO PERMIT C.UTTIN6 YMITHOUT GHIPPIN6, 9PALLIN6, OR TEAtINS. TYPICAL SAWCUT JOINT TYPICAL CONSTRUCTION JOINT LOCATE UNDER PARTITION MEN 10055i5LE TYPICAL CONC SLA3 ON GRADE 3TL'S INTERIOR BLAH5-4N-6RADE (6.06. ) 1, UNLESS NOTED OTHERWISE, INTERIORS 9.0.6.'9 5HALL Be 4" THICK CONCRETE SLAB PLACED ON A MINIMUM 4" THICK LAYER OP FREE -GRAINING &RAVEL. 2. ALL INTERIOR 5.0.6.'5 SHALL BE REINFORCED WITH bxb- WI.4xwl,4 Y,EL0ED WIRE PA.SRIG UNLESS NOTED OTHERWISE. OPTION, REPLACE MESH r4PTH SYNTHETIC FIBER ADDITIVE PER MANUFACTURER'S REGOMENDATIONS AND EN6INIEERS APPROVAL. PROVIDE !.5 POUNDS OP COLLATED, FIBRILLATED POLYPROPYLENE FI19ER9 PER CUBIC 'PARD OF CON .RETE, MINUMUM.. 9. PROVIDE SLAB CONTROL JOINTS MAXIMUM 15' EACH WAY, UNLESS NOTED OTHE i ISE ( SEE TYPICAL DETAILS ). 4. PROViDE FREE-DRAININ6 &RAVELS AND cOMPAGTED PILL (W4ERE NECESSARY) AGGORDIN6 TO SOILS EN6INEER'9 RECOMMENDATIONS. S. COMPAGTIVE EFFORT FOR &RAVELS, STRUCTURAL. PILL AND EXI5TIN6 SUB6RADE9 WHICH SUPPORT SHALL BE IN ACCORDANCE WITH SOILS ENbI"1 R'S RECOMMENDATIONS. TRUSS BOT CHORD POSITION VARIES 5/8" PLYr- SEE SHEATHING NOTES 12 PRE MANUFACTURED TRUSS- SEE ARCHITECT FOR TRUSS PROFILE ATTACH EA. TRUSS EA. END W/ H2.5 HURRICANE TIE I' -O" 2x6 STUDS 1/2"PLYWD-TYPe EXTERIOR WALLS TYPICAL GRADE WALL REINF. *5 CONT. T a B --�� s4 VERT. a 16" O.G. *4 a 12" O.G. '8 DWL *4 x 26" I 0 16" O.G. SEE PLAN 2x6 STUDS 0 16" O.G. CONT. TREATED 2x6 PL W/ 1/2" die x 101Lr-2" ANCHOR BOLT- SPACE WITHIN 12" OF OPENINGS 4 BUILDING CORNERS d • 4'-0" O.G. MAXIMUM 4" CONTACT LAP SEE PLAN ROUGHEN COLD JT TO 1/4" AMPLITUDE-TYP • 3" CLR7, 1" = I' -O" PBVS POST BASE W./ 3/4" Dio. x 1'-2" THREADED ROD- EPDXY ROD TO POST 4 CONCRETE hili-- ill SEE PLAN 2 -*5 CONT. 'x'T TIMBER POST EXTERIOR SLAB - SEE ARCHITECT M2 HORIZ TIE 0 T.O. PILASTER 10" dia. GONG PILASTER POURED MONOLITHIC W/FTG 3" GLR TYPICAL EXTERIOR FOOT I NCS FORM FOOTING W/ 'BlGFOOT' FORM AS MANUFACTURED BY BIGFOOT SYSTEMS OR EQUAL FOOTING TO BEAR ON UNDISTURBED NATURAL BEARING SOILS OR COMPACTED STRUCTURAL FILL I" = I'-0" ROOF SHEATHING 0 PORCH - COORDINATE W/ ARCHITECT 2x6 STUDS a 24" O.G.(->h CONT 'TREATED' 2x6 SILL PLATE W/ 9/64"0 POWDER DRIVEN NAIL. e 12" O.G. SUPPORT BAR: *4 a 4'-0" O.G. I" = l'-0" 12 EQUAL EQUAL SEE PLAN EDGE NAILS 7,,,,,,_,._ - PRE MANUFACTURE ROOF TRUSSES ATTACH EA. TRUSS EA. END W/ H2.5 HURRICANE TIE BEVELED 2x SLK'G BTWN TRUSSES - NOTES: BLK'G TO BE NOTCHED EACH END FOR VENTILATION: BLK'b FASCIA - SEE ARCHITECT lid TOE -NAIL • 0" O.G.- TYP - 2X6 STUDS TYFIGAL TRUSS BEARING AT VALLEYS PROVIDE CONTINUOUS 2x5 PLATE YVI (3)- Ibd NAILS TO EA. TRUSS TRUSS BOT CHORD POSITION VARIES I" = 1'-0, 12 2x6 BLK'b OVERFRAMI NG: 2x6. • 24" O.G.- PROVIDE SUPPORT • 4'-0" O.G. MAXf`i-VM 10 LU26 -1ST HGR PRE MANUFACTURED TRUSS- SEE ARCHITECT FOR TRUSS PROFILE ATTACH EA. TRUSS EA. END W/ H2.5 HURRICANE TIE 2x6 STUDS BLK'G SEE D/5I I" - I' -O" NON- STRUCTURAL KNEE BRACE - SEE ARCHITECT 5/8" die COUNTER -SUNK LAG SCREW 0 C / 7x10 1,40111irr .<---6x6 POST I" = I'-0" CONTINUOUS BEVELED 2x6 LEDGER- ATTACH TO EA. BUILT-UP POST VI/ (4)- 3/8" DIA. x 5" LAG SCREWS (6A. * 4 I/2") t TO EA. INTERMEDIATE STUD W/ (2)-16d NAILS CONTINUOUS 2x6 RiM- ATTACH TO EA. 2x4 W/ (2)- 1/4" DIA. x 3" WOOD SCREWS (SPT 1/4" x 3 AS MFR'ED BY SIMP'SON STRONG TIE OR EQUAL) (2)-2x4 SPACED KNEE BRACE I" = I' -O" 10 12 1.1/2" EA WAY 5C I SSOR TRUSS PROVIDE H2.5 HURRICANE TIE e EA. KNEE BRACE T.O. LEDGER I0q'-0" (ARCHITECT VERIFY) 2'-6" RR JOIST H&R 1/2" DIA. TI -FRE) BOLT BUILT-UP POST • KNEE BRACE r 1/2" DEA. x 5" LAG SCREW • EA. LE6 OF KNEE BRACE KURTZ 4 ASSOCIATES, INC. 5012 COUNTY RD. 154 5LENWOOD SPRINGS, COLORADO (q'70) q45-6305 GORYELL RANGH AFFORDABLE 1-4QUS I NCS CORYELL RANCH SUBDIVISION GARF I ELD COUNTY, COLORADO DRAWN BY: W.G.E. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-317 DATE: PERMIT SET: 05/25/00 %2--/00 SHEET TITLE: GENERAL NOTES DETAILS SHEET: FOUNDATION AND MAIN LEVEL FLOOR FRAMING PLAN NOTES: I. Concrete foundation walls to be 8" thick unless noted otherwise (U.N.0.) 2. Dimensions this sheet ore to face of concrete U.N.O. 3. TF = top of concrete footing. 4. TW = top of concrete wall. 5. Finish grades are to provide 36" minimum cover for exterior footings, and in crawl spaces, 12" minimum clearance beneath beams and 18" minimum clearance beneath floor joists. 6. Footings are to bear on undisturbed natural bearing soils or compacted structural fill. 7. ® designates footing type. See Footing Schedule this sheet. 8. rJ rJ - floor Jolt (showing joist span direction). Floor Joists to be 1.1/2" TJI/PRO-150. Space TJI's at 16" O.G. Unless Noted Otherwise (U.N.0.). 0, Joist hanger or beam to beam connection. 10. Floor sheathing to be %" thick tongue and groove plywood (See Sheathing Notes). 11. ■ designates post which supports framing this level. POST SCHEDULE: 6x6 0 2- 2x6 End Post (See F/51) 12. 5 - _ = designates stud wall supported on the framing at this level. 13. TJI designates framing members manufactured by Trus-JoIst MocM111an Partnership, or- approved equal. 14. LVL = Laminated Veneer Lumber. See Structural General Notes for allowable stresses. LVL's shall be 44" thick, 15. designates post supported on framing at this level. 2x6 STUDS 2 II 51I (/ 51" TJ 1 2x6 'TREATED' SILL PLATE IN/ 1/2" DIA. ANCHOR BOLT a 4"-0" O.C. PROVIDE BUILT-UP POST THRU FLOOR TO MATCH BUILT-UP POST ABOVE TYP. U.N.O. 1001-01' CONTINUOUS RIM -SEE 15/S2 2x6 STUDS to 16" O.C. PROVIDE CONTINUOUS GYPSUM BOARD SHEATHING (SEE ARCHITECT) #4 a 24" O.G. 5-#4 CONTINUOUS I'-0" I IF 1111 111 l' -O" / 2'-0" TYPICAL PARTY WALL SCALE: 1" = I' -O" 1/2" PLYWD - TYP t EXTERIOR WALLS CONT 114" x 11/2" LSL RIMBOARD END NAIL. TO EA TJI W/ 8d TOP 4 BOT 16d TOENAIL s" O.G. TYPICAL GRADE WALL REPNF. #5 CONT. T 4 B #4 VERT. a 16" O.G. #4 12" O.G. DWL #4 x 26" a 16" O.C. SEE PLAN 5" CLR 11 2x6 STUDS a 16" O.G. PROVIDE SOLID BLK'G BELOW BUILT-UP POSTS TJ I 1 0 - 4" 68'-6" 1'-5 12'-� I2' -5"I 12'-5" 12'-5 II q'-5 ir r d \ 0 0 .4 r J L STORAGE a S.O.G. 1 51 1 E3 52 S2 r 1 1- T.O. PLYWD 100'-O" EsAD 4' 41I " 1 1 I 1 I Q E3 S2 1 1.1/2" TJI • 16" O.G. 5 -SPAN CONT. (3)- 1.1/2" LVL 1 1.1/2" TJI i J TIN = 11'-0.1/4" TF a 16'-0" TYP ALL AROUND 54 A 1 52, L r L r '1 2-5PAN i `-D" I CONT. r / 1.I/2" TJI L ® 16" D.G. 54 \ \ CONT. TREATED 2x6 PL. W/ 1/2" dla x 10"Lr-2" ANCHOR BOLT- SPACE WITHIN 12" OF OPENINGS BUILDING CORNERS 8 4'-0" O.G. MAXIMUM CRAWL SPACE CONTACT LAP ROUGHEN GOLD JT TO 1/4" AMPLITUDE-TYP • SEE PLAN 2-#5 CONT. = l' -O" 15 L v L 1.1/2" TJI r� 16" O.C. 71 I I PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE GENERAL NOTES) O , 42, L _- TrP ALL AROUND UNLESS NOTED 1- (k tt 2 -SPAN CONT. 1.1/2" TJI 16" O.G. — —L J -17 3 LI II 1'-5 II 8'-8 II 51-1" 121-5" 1 1 r 1 J cf3 1 3 -SPAN CONT. (3)- 1.1/2" LVL 1 1.1/2" TJI a 16" D.G. I' -O" 12'-3" 52 T 9- L 1 STORAGE a S.O.G. L— 4-3 4'! 1 T.O. PLYWD 100'-0" { j 9,I/2" TJI L Ir_4" 1 S2 d' 51 [O) 1 O 74) it te-2i" 8'-8 q'-5 II 2"4 68'-6" TJI SLK'G PANEL a 48" O.G.- NAIL TO SILL Fe. IN/ 3- .151" dia x 21/2" (MIN) NAILS NAIL FLR SHEATHING TO SLK'G W/ 8d 4" O.G. - V TJ I iUT-21 JST HGR TJ1 IN/ "x8" HI x12" WOOD FILLER a EACH BLK'G PANEL- NAIL TO TJI WEB IN/ 6d a 4" ©.G. T 4 B CRAWL SPACE CONT 'LSL' RIMESOARD SEE DTL 5/52 SILL I$ 3 ANCH. BOLT- SEE DTL 5/S2 DNI.- AND WALL RE I NF SEE DETAIL 5/52 I I I I I 811 WALL '` 2 -*5 CONT. FOUNDATION AND MAN FLOOR. FRAM I NCS FLAN: TY DE 1/4"=1'-0" TYPE CONCRETE FOOTING SCHEDULE SIZE REINFORCEMENT REMARKS 2'-0" X 2'-0" X 10" 2'4?" X 2I-6" X 10" 5 - #4 EACH WAY 4 - *4 EACH WAY NOTES: 1. Place scheduled reinforcement 3" clear form bottom of footing. 2. Center footings below columns unless dimensioned otherwise. NORTH J KURT, ASSOCIATES, 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (q70) q45-6305 GOR.ELL RAN H AFFORDABLE NOUS I NCS GORYELL RANCH SUBDIVISION GARF I ELD COUNTY, COLORADO DRAWN BY: W.G.E. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-5q DATE: PERMIT SET: 05/25/00 REVISED: 11 /24/00 SHEET TITLE: FOUNDATION PLAN TYPE I SHEET: 2x6 a 2'-0" O.G. CONTINUOUS 2I0 LEDGER- ATTACH TO EA. VERTICAL OF SABLE END TRUSS W/ (3)- I/4" dla x 3" WOOD SCREWS (SOT I/4x3 BY SIMPSON STRONG -TIE) 2x4 BLK'6 a EA. BRACE A/ A.34 EA. END A34 FRMG ANGLE i2 SABLE END TRUSS LSSU-25 JST H6R (2x6 PRESSURE ELK'S NOT SHOWN) rr I GAL GABLE END ATTACH EA. BRACE TO TRUSS a TOP PLATE 1N/ A34 bd a 4" 0.C. A34 (BRACE TO TRUSS) NAIL BRACE TO BLK'6 VV/ 3-I6d 2x6 WIND BRACE a 6'-0" 0.G.- TYP a GABLE ENDS TRUSS 112" = I'-0" PROVIDE CONTINUOUS X- 5RAGIN6; 12 &A. x 1.1/4" STEEL STRAP (CSIb MFR'ED BY 51MPSON STRONG -TIE) OR EQUAL PROVIDE CONTINUOUS 2x5 TOP 4 50T W/ (2)- 16a NAILS TO EA. TRUSS 12 x - BRACE 2x5 TOP 450T PREMANUFAGTURED SCISSOR TRUSS 2x6 STUDS 0 16" O.G. 1/2" = lr-^13 12 3' EDGE NAILS 10 12 (5) DBL BEVELED 2x6 BLK"6 BETW TRUSSES- FACE NAIL VW16da6" O.G. (5TA66ER) MONO-P1TGH TRUSS LU -26 .1ST HSR 6.L. BM LSSU-210 JST HSR SG I SSOR TRUSS 3/4" = I'-0" 2x4 BLK'' BETW TRUSSES EA. SIDE G.L. lbd NAILS 0 b" 0.C. 41'-5ds" i2'-5 12"-3" 12"-5' I2'-5 INN 0 r HDR 2x6 LOOK -OUT • 24" O.G. 0 10/12 10/12 STUB 5C 1550R TRUSS 24" 0.G. —7 4 5 I/b" x 12" 6.L. 3/I2 2xb 16" O.G. ?x10 MONO -PITCH SG 155OR TRU55 O 24" O.G. SI HDR 9 Q'-5 " 8'-6 r O.F. -7 2x6 LOOK -OUT • 24" O.C. ir HDR &ABLE END TR1.1SS NOT SHOWN 12'-5" GABLE END TRUSS NOT SHOWN HDR 2x6 LOOK -OUT 0 24" O.G. 1:>-0(1 /- 1 /— /— 0.F. St 10/i2 lc+ HDR STUB SCISSOR TRUSS 0 24” O.G. J -c) d x 0 5 I/8" x 12" 6.L. Li P1 rt 0 3/12 DR r H .r. 501550R TRUSS rri 2x6 RIM HDR T 17707 I c 2x4 24" O.G. 2xb LOOK -OUT o 24" O.G. 12'-3" c MONO -PITCH TRUSS o 24" O.G. HDR 2x8 0 Ib" O.G. lxJO 7D \51} x n KNEE BRACE EA. SIDE SEE H/5I 5'-8 -5 bb' -6" ROOF FRAMING PLAN NOTES Designates rafter or premanufacturod roof truss showing span direction. 2. See architectural drawings for truss profile dlagram5. 3. Minimum header size to be 2- 2x5 at 2x4 stud walls, and 3- 2x8 at 2x6 stud walls. 4. Support heador3 each end with 2 studs (I Jack + 1 king) minimum. 5. TE --t Joist hanger or boom to beam connection. Truss to truss connections to be specified by trussmanufacturer. Wood stud wall below thlb IOveI of framing. Exterior walls to be 2x6 studs a 16" O.G.. 6, } 1, • Designates header support or post which supports framing this level. Minimum post sizes: 2- 2x4 and 2- 2x6 at 2x4 and 2x6 stud walls respectively. Post and Header Support Schedule Zx-1 3- 2x6 (I Jack + 2 Kings) 4- 2xb (2 Jacks + 2 Kinga) 3- 2xb ROOF FRAM NCS FLAN: TYPE I/4"= I'-0" S. G.L. = Glue -laminated timber. See Structural General Notes for AITC designations. ci. LVL = Laminated Veneer Lumber. Scc Structural beneral Notes for allowable stresses. LVL's to be 1.3/4" thick unless noted otherwise. 10. 0.F. designates over -framing. At general contractor's option, over -framing may be supplied by the truss manufacturer. II. 6x timber beams and posts to be Spruce -Pine -Fir No.I or better. Coordinate with architect. 5- 2x6 (I .Jack + 4 Kings) 5- 2x6 (3 Kings + I Jack each side) 4- 2x6 (1 Jack + 3 Kings) 4- 2x6 (2 Kings * 2 Jacks each side) NORTH KURTZ 4 ASSOG 1 RTES, a NG. 5012 G©UNTY W. 154 GLENWOOD SPRI NGS, COLORADO (970) 945-6305 GORYELL RANCH AFFQRDASLE NOUS I NCS GORYELL RANCH SUBDIVISION GARF IELD COUNTY, COLORADO DRAWN BY: CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 40-39 DATE: PERMIT SET: 05/25/00 11/24/0o SHEET Ti TLE : ROOF FRAMING PLAN TYPE 1 SHEET: S-5 FOUNDATION AND MAIN LEVEL FLOOR FRAMING PLAN NOTES, 1. Concrete foundation walls to be 6" thick unless noted otherwise (U.N.0.) 2. Dimensions this shoot aro to face of concrete U.N.O. S. TF * top of concrete footing. 4. TW * top of concrete wall. 5. Finish grades are to provide 36" minimum cover Par exterior footings, and In crawl spaces, 12" minimum clearance beneath beams and 18" minimum clearance beneath floor joists. 6. Footings ore to bear on undisturbed natural bearing soils or compacted structural fill. 7. 0 designates footing type. See Footing Schedule this shoot. 6. — ` floor joist (showing joist span direction). Floor joists to be 41.1/2" 7JI/PR0-I50. `pace TJJ's at 16" U.G. r.) Unless Noted Otherwlse (U.N.0). C 4 Joist hanger or boom to beam connection. J 10. Moor sheathing to be" thick tongue and groove plywood (See Sheathing Notes). 11. designates pont which supports framing this level. POST SCHEDULE, 1 6x6 Q 4x6 2- 2x4 End Post (See F/31) 2- 7x6 End Post (See F/51) 12. _ designates stud wall supported on the framing at this level. 13. TJI designates framing members manufactured by Trus -Joist MacMillan Partnership, or approved equal. 14. LVL = Laminated Veneer Lumber. 5.. Structural General Notes for allowable stresses. LVL's shat! be 14" thick. 15. `4* designates post supported on framing at this level. CONCRETE FOOTING SCHEDULE TYPE SIZE REINFORCEMENT REMARKS 2'-0" X2"-�0" X 10" 21-6" X 21-6" X 1011 31-0"i X 51-Q11 X 1011 3 - #4 EACH WAY 4 -*4 EACH WAY 4-s4 EACH WAY NOTES, I. Place scheduled reinforcement 5" clear form bottom of footing. 2. Center footings below columns unless dimensioned otherwise. WOOD STUD BRb WALL- SEE PLAN FOR EXTENT BLOCKING PANEL BETWEEN JOISTS 5EE PLAN+ TJI CONTINUOUS OVER SUPPORT 'PROVIDE BLOCKING (DASHED) I BELOW BUILT-UP POSTS POST GAP EA. SIDE SEE POST SCHEDULE PROVIDE POST BASE A5 FOLLOWS= ABE66 W/(1)- 5/6" DIA. EXPANSION BOLT ® 6x6"5 ABU46 W/ (l)-5/6" DIA. EXPANSION BOLT o 4x6'5 11" * 11-011 4�r LVL M. TYPICAL NAILS: TJI-TO-SUPPORT W/ 3- .151" dia. x 2,1/2" MIN., BLK`b-To-SUPPORT W/ .131" dia. x 2.1/2" MIN. 0 12" O.C. EA. SIDE (STAGGER) 11111 NAIL BUILT-UP LVL'S W/ 2 -ROWS Ibd NAILS ® 12" O.G. STAGGERED SEE 1,44001, POST SGHEPULE SEE FOOTIN6 SCHEDULE AMMO. AMID AIM "ur� dill torr Il1fP rn r ,.- EQUAL EQUAL SEE FOOTING SCHEDULE SEE FOOTING SCHEDULE 3" CLEAR 46°-5" 121-5 241-6 II 411-5" m 1 1 1 1 5 -SPAN CONT. (3)-4.1/2" LVL . �--I(3)-4.1/2,0 1 I LVL 474 I 54 - -; - -�-- TW • 419'-O.I/4" Tr • 96'-0,I TYP ALL AROUND TYP ALL AROUND UNLESS NOTED 2-SPAN CONT. 4.1/2" TJ1 e 16" Q.G. t 4 3-5PAN t J 4.1/2" TJ1 1 16" 0.C. CONT. 3 -SPAN CONT. (2)-4.1/2" LVL 52 1'-6 101-411 L_ rI 1 2 -SPAN CONT. 9.1/2" TJI e 16" O.G. 4.1/2" TJI m 16" 0.C. t or 1 T.O. PLYWD 100.-o" 121-1" PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE GENERAL NOTES) L STORAbE 5.0.6, l 11 L indril,/2" TJ1 L S2 1 1 J (f 0 2i11 51-411 61-6: 4 °-511 46'-5' FOUNI'ATI ON AND MAN FLOOR FRAMING FLAN: TYPE IT 1/411*11-0" 12/1/00, FOOTINGS REVISED FOR MAXIMUM ALLOWABLE BEARING PRESSURE ■ 2000 PSF NORTH APPROVLv >5U33JJ CT TO wyrtD alletPTION8 & iresivitcrtote GARFI ;LD COL!'":1-'4' 9UIL '' L� PAR'i;1�w, Eft' i/22 J 13., . . 7 COP INSPECTION W1 4QUT ?HESE PLANS ON SITE "age of KURTZ $ ASSOCIATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (4110)41.41.5-6505 GOR' 'ELL RANCH AFFORDA 3LE NOUS I NCS GORYELL RANCH SUBDIVISION GARFIELI, COUNTY, COLORADO DRAWN BY: W.G.E. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-541 DATE: PERMIT SET: 05/25/00 REVISED: I 1/24/00 REVISED: 12/1/00 SHEET TITLE; FOUNDATION PLAN TYPE II SHEET: FOUNDATION AND MAIN LEVEL FLOOR FRAMING PLAN NOTES: I. Concrete foundation walls to be 0" thick unless noted otherwise (U.N.0) 2. Dimensions this sheet are to face of concrete U.N.O. 3. TF = top of concrete footing. 4. TIN = top of concrete wall. 5. Finish grader are to provide 36" minimum cover for exterior footings, and in crawl spaces, 12" minimum clearance beneath beams and 18" minimum clearance beneath floor joists. 6. Footings aro to bear on undisturbed natural bearing soils or compacted structural P111. CJ designates footing type. See Footing Schedule this sheet. floor joist (showing joist span direction). Floor joists to be 01.1/2" TJI/PRO-150. Space TJI's at 16" O.G. Unless Noted Otherwise (U.N.0.). joist hanger or beam to beam connection. 10. Floor sheathing to be ;4" thick tongue and groove plywood (See Sheathing Notes). 11. • designates post which supporta framing this level. POST SCHEDULE: 6x6 4x6 2- 2x4 End Post (See F/5I) 2- 2x6 End Post (See F/51) 12. •_ designates stud wall supported on the framing at this level. 13. TJI designates framing members manufactured by Trus -Joist MacMillan Partnership, or approved actual. 14. LVL = Laminated Veneer Lumber. See Structural General Notes for allowable stresses. LVL's shall be I;4" thick. 15. designates post supported on framing at this level. CONCRETE FOOTING SCHEDULE TYPE SIZE REINFORCEMENT REMARKS 2'-O" X 2'-0" X 10" 2'-6" X 2'-6" X 10" 5-#4 EACH WAY 4-#4 EACH WAY NOTES: I. Place scheduled reinforcement 3" clear form bottom of footing. 2. Center footings below columns unless dimensioned otherwise. Y40017 STUD BR& WALL- SEE PLAN FOR EXTENT BLOCKING PANEL. BETWEEN JOISTS SEE PLAN+ TJI CONTINUOUS OVER SUPPORT PROVIDE BLOCKING (DASHED) BELOW BUILT-UP POSTS POST GAP EA. SIDE- 5EE POST SCHEDULE PROVIDE POST BASE AS FOLLOWS: ABE66 W/(I)- 5/8" DIA. EXPANSION BOLT 6x6'S ABU46 W/ (I)-5/8" DIA. EXPANSION BOLT a 4x6'S SEE 114000 POST SCHEDULE SEE FOOTING SCHEDULE 11111_ 11111 EQUAL iu EQUAL SEE FOOTING SCHEDULE TYPICAL NAILS: TJI-TO-SUPPORT W/ 5- .151" dia. x 2.1/2" MIN., BLK'G-TO-SUPPORT IN/ .131" dlo. x 2.1/2" MIN. ® 12" O.G. EA. SIDE (STAGGER) SEE FOOTING SCHEDULE 3" CLEAR NAIL BUILT-UP LVL'S IN/ 2 -ROWS I601NAILS 12" O.G. STAGGERED I" = 11-0" 46'-5" 12'-5 24'-6 -5" dJ m =1n — J 2 S2 TYP ALL AROUND UNLESS NOTED H IL X52 r - k 54 3 -SPAN CONT. (3)-9.1/2" LVL 1 I' -O" TW = 991-0.1/4" TF = 416'-0" TYP ALL AROUND 52 10'-q " L A`� 54 2 -SPAN CONT. Q.I/2" TJI di 16" O.G. 3 -SPAN CONT. 9.1/2" TJI 16" O.G. 5 -SPAN CONT. (2)-0.1/2" LVL 1• r-� T.O. PLYWD O 100'-0" I 54 2 -SPAN CONT. 4.1/2" TJI 16" O.C. 0.1/2" TJI 16" O.G. 12"-1" 52 B 52 4': PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL iNALL REINF- TYPICAL (SEE GENERAL NOTES) L STORAGE S.O.G. L TJI J 52 r4" 1r4' 1- 0 0 1-2i" -764- 51-0" 8'-8 9'-5" r-2" 46'-5" FOUNDATION AND MAIN FLOOR FRAM I N.Ca FLAN: TYPE 1/4"=1'-0" NORTH r \ \ KURTZ 4 ASSOCIATES, 5012 COUNTY W. 154 GLEN1"1O01, SPRINGS, COLORADO (4110) ci45-6305 GORYEL.L RANCH AFFORDABLE +-4OUSI NCS CORYELL RANCH SUBDIVISION GARF 1 ELD COUNTY, COLORADO DRAWN BY: W.G.E. CHECKED BY: B.J.K. SCALE : AS SHOWN PROJECT NO. 00-341 DATE PERMIT SET: 05/25/00 REVISED: 11 /24/00 SHEET TITLE: FOUNDATION PLAN TYPE E SHEET: ROOF FRAMING PLAN NOTES Designates rafter or premanufactured roof truss, showing span direction. 2. See architectural drawings for truss profile diagrams. 5. Minimum header size to be 2- 2x8 at 2x4 stud walls, and 3- 2x&a at 2x6 stud walls. 4. Support headers each end with 2 studs (1 jack + 1 king) minimum, 5. IES Joist hanger or beam to beam connection. Truss to truss connections to be specified by trussmanufacturer. 6. Wood stud wall below this level of framfng. F 1 Exterior walls to be 2x6 studs • 16" O.G.. 7. • Designates header support or post which supports framing this level, Minimum post sizes: 2- 2x4 and 2- 2x6 at 2x4 and 2x6 stud walls respectively, Post and Header Support Schedule 0 0 0 /x7 1 3- 2x6 (i Jack + 2 Kings) 4- 2x6 (2 Jocks + 2 Kings) 3- 2x6 5- 2x6 (1 Jack + 4 Kings) 5- 2x6 (3 Kings + 1 Jack each side) 8. &,L. Glue-laminatcd timber. See Structural General Notes for AITC designations. LVL = Laminated Veneer Lumber. See Structural General Notes for allowable 5tre55ca. LVL's to be 9,5/4" thick unless noted otherwise. 10. O.F. designates over -framing. At general contractor's option, over-froming mai be supplied by the truss manufacturer. 11. bx timber beams and posts to be Spruce -Pine -Fir No.l or better. Coordinate with architect. 2x10 2x5 BEVELED 93LK'6 (TOP CHORD OF 54 -EAR PANEL) PRE MANUFACTURED SCISSOR TRUSSES BETWEEN TRUSSES PROVIDE SHEAR PANEL: 12 10 2x4 FRAME, 1/2" PLY/^1D SHEATHING, a 1" die VENT HOLES AS SHOWN (NAIL PLYWD TO FRAME W/ 8d 6" O.G. ALL AROUND) EDGE NAILS 12 13 NAIL SHEAR PANEL FRAME TO TRUSS VERTICAL MEMBER VV I6d 06" 0.C. ATTACH EA. TRUSS EA. END VV/ H25 HURRICANE TIE I" - 1'-0II 2x6 STUDS 2x6 BLK'G (DASHED) 93E7-104 RAFTERS VV✓ 16d NAIL ma 8" O.G. LSSU-28 J5T HCR: NAIL THRU WALL SHEATHINb WJ (10)-I6d NAILS NAIL SHEAR PANEL FRAME WJ Ibd NAIL • 6" 0.C. 1- m Ola' -5" 12'-5 24'-6 q'-5" SI �0 w r HDR O.F.} SCISSOR TRUSS • 24" O.G. 10/12 S 10/2 E 5/12 x • • • • • \ \ \ \ \ \ \ \ \ \ HDR HDR MONO -PITCH TRUSS • 24" O.C. HDR \ \ • \ \ HDR 2x6 LOOK -OUT • 24" O.O. 1 HDR SCISSOR TRUSS &ABLE END TRUSS NOT SHOWN SI D.F. COMMON TRUSS L GIRDER TRUSS (SEE I/A5.2) 5/1 2 (SABLE END TRUSS NOT SHOW N 2x4 • 24" ®.c. 2x6 LOOK -OUT • 24" O.G. 12'-1" 3'-‘11" MONO -PITCH TRUSS • 24" O.G. KNEE BRACE EACH SIDE SEE H/S1 HDR LU -26 J5T H6R 37'-0" ROOF FRAM N FLAN: TT/FE 1/4"=r-0" NORTH 2x8 • 16" O.C. Z • I`- -65 KURTZ '$ ASSO I ATES, NC.. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (9-10) 945-6305 GOR 'ELL RAN H .AFFORDABLE HOUSING CORYELL RANCH SUBDIVISION GARS i ELI, COUNTY, COLORADO PRAWN BY: W.G.E. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO. 00-39 DATE: PERMIT SET: 05/25/00 1/24/00 SHEET TITLE: ROOF FRAMI NG PLAN TYPE II SHEET: S-5