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HomeMy WebLinkAboutPlans2 A1.2 GENTLE BEND IN ROOFING AT CHANGE IN ROOF SLOPE STEP IN ROOF SLOPE TO ALIGN WITH EAVE AT GABLED SECTIONS ULALL SOUTH ELEVATION (window~ and doom naG shown) SLOPE 3011_33" (as measured In field) SLOPE 25" (as measured in feel scale: 1/&" =11-0" SLOPE 42"-45" (as measured in field) IN ROOFING ROOF SLOPE GENTLE BEND IN ROOFING AT CHANGE IN ROOF SLOPE STEP IN ROOF SLOPE TO ALIGN WITH EAVE AT GABLED SECTIONS WEST ELEVATION (vvincloAs and doom not shown) scale: 1/8" =11-0" 1 doommoomma INSTALL LOOSE FILL INSULATION GENTLE BEND IN ROOFING AT CHANGE IN ROOF SLOPE 11 WILIMJIMJ LUtMEM/04' 4111rl.1.11`I'1:1WfisMsi:R 1'I:*I:isl_I:trilITrrrr'sIFi'i".Yi' MIX PATCH AND RESTORE FINISHES AT NEW OPENINGS PATCH AND RESTORE FINISHES WHERE ELEMENTS ARE REMOVED EXISTING LIGHTING GRID TO REMAIN S WOOD BRACES TO BE REMOVED SEQUENCE AS PER STRUCT. DRAWINGS NEW STRUCTURAL BRACES AS PER STRUCTURAL DRAWINGS PATCH AND RESTORE FINISHES WHERE ELEMENTS ARE REMOVED PROTECT INTERIOR FINISHES DURING CONSTRUCTION REPAIR AND REFINISH AS REQUIRED 1YI'IGAL SECTION scale: 1/4" =11-0" 2 cc ca) C3 C7 0 (NJ 0 n rn X Q LL• co) co(o o limml rn J w I- Cv 0 CO ON11) o U C c 0 c�c pc U titcip)c 0 J 0 0 ISSUED 4/29/02 A1.1 f SLOPE 420-450 (verify) SLOPE 30°-33° (verify) FABRICATE NEW RAW STL. LOUVERS IN FRAME TO MATCH EXTG. WOOD UNITS - CLEAN AND PRE -RUST INSTALL SCREEN ON BACK FACE OF LOUVER UNITS CUPOLA SECTION - TYPICAL scale: 3/4" = 11-0" SLOPE 420-45° (as measured in field) ROOFING SYSTEM AS PER MANUFACT. DETAILS NEW 5/8" SHEATHING ON EXISTING FRAMING SHIM AS REQ. TO MAKE PLANAR AND TRUE EXISTING FRAMING AND OVERFRAMING - REPAIR AND REPLACE WEAK OR DAMAGED AS PER STRUCTURAL DRAWINGS INSTALL SHIMS UNDER PANEL CLIPS IN SLOPE BREAK TO CREATE A SMOOTH RADIUS CURVE IN PANELS ROOF EDGE FLASHING AS PER MANUFACT. DETAILS PAINT MTL. (RAW) FARICATED FLASHING ON FACE OF FACIA - CLEAN AND PRE -RUST PRIOR TO INSTALLATION ROUGH SAWN CEDER PLY. TO MATCH SOFFITS ON ROOF BELOW - FINISH TO MATCH EXTG. FABRICATE NEW RAW STL. LOUVERS TO MATCH EXTG. WOOD UNITS - CLEAN AND PRE -RUST INSTALL BLOCKING AS REQ'D. TO ALLOW ATTACHMENT OF FLASHING - INSTALL RAW MTh. FLASHING ON ALL EXPOSED EXTERIOR SURFACES OF CUPOLA - VERIFY CONFIGURATION W/ ARCHITECT. VERIFY CONFIGURATION OF EXTG. FRAMING 1N FIELD SLOPE 30°-33° (as measured in field) 1 INSTALL PAINT MTL. (RAW) FABRICATED FLASHING ON FACE OF W00D - CLEAN AND PRE -RUST PRIOR TO INSTALLATION 0%00 dilt ROOFING SYSTEM AS PER MANUFACT. SPECS & DETAILS FULLY ADHERED RUBBERIZED MEMBRANE ON S.I.P.S AND ROOF DECKING. INSTALL NEW R -CONTROL PANELS OVER TOP OF EXTG, FRAMING LOWER SLOPE INSTALL BATT INSULATION IN JOIST SPACES AT TOP OF WALL INSTALL 'LOCKING AS REQ'D. TO ALLOW ATTACHMENT OF TRANSITION FLASHING - VERIFY CONFIGURATION W/ ARCHITECT. EXISTING CUPOLA FRAMING - REPAIR AND REPLACE WEAK OR DAMAGED MEMBERS INSTALL BLOCKING AS REQ'D FOR ATTACHMENT OF NEW MTL. FLASHING FACING FABRICATE NEW RAW STL. LOUVERS IN FRAME TO MATCH EXTG. WOOD UNITS - CLEAN AND PRE -RUST ENLARGED PLAN DETAIL 0 CUPOLA scale: 1 1/2" = 1'-0" SLOPE 25° (as measured In field) SECTION 0 LOM. KOOF & TRANSITION scale: 3/4" = 11-0'I R00FING SYSTEM AS PER MANUFACT. DETAILS NEW 5/8" SHEATHING ON EXISTING FRAMING SHIM AS REQ. TO MAKE PLANAR AND TRUE i EAVE FLASHING AS PER MANUFACT. DETAILS 2X BLOCKING ROUGH SAWN 1X6 FACIAS OVER BLOCKING - FINISH TO MATCH EXTG. ROUGH SAWN CEDER PLY. TO MATCH SOFFITS ON ROOF BELOW - FINISH TO MATCH EXTG. REMOVE TAILS OF EXTG. ROOF OVERHANG TO FACE OF BLDG. ROUGH SAWN 1X TRIM TO CLOSE OPENING UNDER EAVE - SEAL AS REQ'D. - FINISH TO MATCH EXTG. CAULK AS REQ`D. TO SEAL OPENINGS EXTG. LOG WALL ENLARGE GE IAF EDGE & FACIA - TYPICAL RIGID INSULATION CUT TO FIT WITHIN KOOF JOIST SPACE IN A THICKNESS ADEQUATE TO PROVIDE A MINIMUM OF R-30 INSULATION VALUE INSTALL NEW R -CONTROL PANELS OVER TOP OF EXTG. FRAMING BOTH PARTS OF SLOPE ON GABELED SECTIONS INSTALL SHIMS UNDER PANEL CLIPS IN SLOPE BREAK TO CREATE A SMOOTH RADIUS CURVE IN PANELS EXISTING 2X8 FRAMING WITH NEW COMPANION JOISTS AS PER STRUCTURAL DRAWINGS VERIFY CONFIGURATION OF EXTG. FRAMING IN FIELD NEW 2X6 OVER -FRAMING TO MAKE SLOPE CHANGE TRANSITION - MATCH EXTG. CONF!G. AS CLOSELY AS POSSIBLE INSTALL BLOCKING AS REQ`D. TO ALLOW ATTACHMENT OF TRANSITION FLASHING - VERIFY CONFIGURATION W/ ARCHITECT. EAYE FLASHING AS PER MANUFACT. DETAILS ALIGN BREAK WITH FACIA @ GABLE ROUGH SAWN 1X6 FACIAS OVER BLOCKING - FINISH TO MATCH EXTG. CUT OFF TAILS OF EXTG. ROOF OVERHANG TO FACE OF BLDG. ROUGH SAWN CEDER PLY. TO MATCH SOFFITS ON ROOF BELOW - FINISH TO MATCH EXTG. scale: 1 1/2" =1'-0" SLOPE 420-450 (verify) SLOPE 30"-33° (verify) ROUGH 1X TRIM TO CLOSE OPENING UNDER EAVE SEAL AS REQ`D. - FINISH TO MATCH EXTG. INSTALL NEW R -CONTROL PANELS OVER TOP OF EXTG. FRAMING LOWER SLOPE INSTALL BLOCKING AS REQ'D. TO ALLOW ATTACHMENT OF TRANSITION FLASHING - VERIFY CONFIGURATION W/ ARCHITECT. EAVE FLASHING AS PER MANUFACT. DETAILS ROUGH SAWN 1X6 FACIAS OVER BLOCKING - FINISH TO MATCH EXTG. ROUGH SAWN CEDER PLY. TO MATCH SOFFITS ON ROOF BELOW - FINISH TO MATCH EXTG. CUT OFF TAILS OF EXTG. ROOF OVERHANG TO FACE OF BLDG. ROUGH 1X TRIM TO CLOSE OPENING UNDER EAVE - SEAL AS REQ'D. - FINISH TO MATCH EXTG. MATCH DEPTH OF OVERHANG WOOD FINISH NOTE: PRE -WEATHER (RUSTICATE) ALL EXPOSED FINISH WOOD TO MATCH EXISTING APPEARANCE AS CLOSELY AS POSSIBLE - VERIFY METHOD AND APPEARNCE WITH ARCHITECT - MAKE TEST SAMPLES AS KEQ'D - FINISH WITH CLEAR SEALER SECTION 0 GAS, D ROOFS - TYPICAL scale: 3/4" = 1'-0" 2 cc r` CNI0 0 rn e\ 4 U rn Fit o P1 0) Li! COI F - hi • C cup co CO 0 u om ao 0 � a hi • C13 47 u v 0 0 0 ISSUED 4/29/02 A9.2 1 GENERAL GENERAL STRUCTURAL NOTES 1. Design Is based on the Ig617 edition of the Uniform Building Code Snow Load Design Is based on ASCE 7-5 "Minimum Design Loads Far Buildings and Other Structures": Design Loads:: Roof Dead ....,...8 PSF DL Roof Snow 40 P5F LL Fag =50PSF Pf = 34.7 P5F Ps = 22.0 PSF Sliding Snow: Around the bottom perimeter of the structure on additional sliding snow load 15 applied. This load vorles In magnitude from 533 psf at the bottom oF the structure to 0.0 psf at 8'-O" up from the bottom of the structure. The 8'-O" Is measured along the slope of the roof. Load Combinations: UBC 16123.2, Alternate basic Load Combinations Dead + Live + Snow Dead + Wfnd (From South) Dead + Hind (from South) + Snow Peed + 1% Wind (from South) + Snow Auditorium Ceiling .2 PSF DL Wfnd:....Per Chapter 16, Division 2: Exposure C, 80 MPH 13051G Wind Speed Method 1: UBC 16212 Wind perpendicular to roof: Leeward 13.7 psf outward Windward 7.8 psf inward Wind parallel to roof: 13.7 psf outward 2. In addition to inspections required by U.B.G. Section 108, sppecial inspectors shall be employed to provide inspections during construction on the Nes dF work fisted in U.B.C. Section 17015. 3- Th' contractor shall be responsible for the temporary shoring and bracing of all systems and protection of all adjacent structures. 4. The Contractor shall confirm dimensions and elevations shown with architectural drawings; notify Engineer Immediately of discrepancies. 5. Notify Engineer if any openings are to be cut in structural systems for mechanical or electrical items. The structure is redesigned to be structurally symmetrical, therefore wind is considered in one direction only. Minimum roof live loads are excluded. Live load in combination with the snow or wind would be too severe of a load case for this roof. Combination Dead + Live would produce results less than Dead + Snow. FOUNDATIONS 1. ExistingFoundation Design is based on assumed soil properties as foows: Maximum Bearing Capacity = 3"000 PSF. Active 5011 Pressure = 45 PGF. Passive Safi Pressure = 300 PCF. Soils are presumed non -expansive, non -soluble, and not prone to excessive consolidation. Specific soil properties shall be verified by the Soils Engineer upon excavation and prior to footing placement. CONCRETE AND REINFORCING STEEL 1. Perform all cast -in-place concrete work in accordance with "SpecffMatfons For Structural Concrete For Buildings", ACI 301-84, unless noted otherwise. Pro- vide cold or hot weather protection per AGI 305 5 306. �.2. Reinforcing steel shah conform to ASTM A615. #5 and forger - Grade 60. 3. Provide accessories necessory to properly support reinforcing at positions shown on plans. - 4. Place 245's with 2'-0" projections an each side of all waif openings. le5. Form Materials: A. Plywood: P51, C Grade Douglas Fir species; *2 or better; sound, undamaged sheets with clean true edges. B. Lumber: Hem -Fir species; *2 or better. C. Prefabricated Steel Type: 16 gouge, matched, tight fitting, stiffened to support weight of concrete. D. Form Ties: Snap -off metal type of cone type. E. Flashing Reglets: Galvanized steel, with alignment splines For joints. F. Form Release Agent: Colorless mineral oil which will not stain concrete or impair natural bonding characteristics of coating intended for use on concrete. G. Formed Construction Joints for Slab -on -Grade: Extruded plastic, tongue and groove type profile, knockout holes to receive dowelling. TIMBER AND WOOD PRODUCTS I. All timber construction (light if heavy) shall conform to American institute of Timber Construction (AfTC) and National Design Specification (NDS) standards. 2. Structural froming lumber shall be Douglas Fir/Larch, with the following minimum grades: Plates and Studs: ul Joists and Rafters: *1 Beams, Posts and Timbers: #1 3. Ail sill plates in contact with concrete or masonry Foundations shall be Foundation Grade Redwood or Pressure -treated Hem -Fir *2 or better, designated for "Above Ground" usage as defined by the American Wood Preserver's lnstltute. 4. Laminated Strand Lumber (LSL) shall be 1-3/4" thick and 06" deep with the following minimum working stresses: Fb= 1,700 P51, Fv=285 Psi, E=1,300,000 P51. 5. The Structural Insulated Panels (S1P5s) shown shall be R -Control SpecLam by Advance Foam Plastics, Inc. or equivalent. The S/P's shall have an exterior and interior skin of 058 516' thick, and a core of -114". STRUCTURAL STEEL I. Detailing, fabrication and installation of structural steel shall conform with the American Institute of Steel Construction (AISC) and American Welding Society (AWS) specifications 2. Wide Flange shapes ("W" sections) shall conform with ASTM Ag012 material properties (Fy = 50 KSI, Fu = 65 K51). Channels, Angles, Plates, "5", "M" and "HP" shapes shall conform with ASTM A36 properties (Fy = 36 KSI, Fu = 58 K50. Pipe columns shall conform with ASTM A53-8 (Fy = 35 K51) and Tube shapes ("TS") shall conform with ASTM A500, Grade B materials (Fy = 46 K51). fr/j. Steel to steel connection bolts shall be ASTM A307, unless noted otherwise. 14-'4. if bolts are shown as A325 or A4g0, installation and bolt t1 tening shall be In accordance with AiSC "Specification For Structural ,hints Using ASTM A325 or A4q0 Bolts", latest edition. Special lrepectlon is re -.-r ulred For all such bolt designations. V5. OrFic3Vecikall be FutT penefFeitTah and oonTirit ous, - unless otherwise noted. ,. 6. Fillet welds shall be made with ElOxx rod, size 3/16" and continuous unless otherwise noted. FASTENERS AND C0NNEGTORS f. All timber nailing and connections shall conform to the UBC, and A1TG. Reference UBC "Table No. 25-0 - Nailing Schedule." All nails shown signify common wire nails unless noted otherwise. 2. Bolts for wood member connections and concrete anchor bolts shall be ASTM A307 with minimum 1-1/2" washer each end unless note h. �-"� 3. All metal connectors for wood framing (e.g. Joist Hangers, Hofd-down Anchors, Framing Angles, etc) shall be as manufactured by Simpson Strong -Tie Company. Install all connectors according to manufacturer's recommendotions. Contractor may install connectors with nails shorter than common as follows: ed x I-1/4" for 8d, loci x 1-1/2" for 10d, 16d x 2-1/2" For Ibd. 4. Self -drilling fasteners for attachment of various materials to structural steel shall be "Teks" fasteners as manufactured by Bulldex. 5. Powder -actuated fasteners for attachment of various moterfals to structural steel or concrete shall be "Ramset" fosteners as manufactured by Ramset Fastening Systems. 6. Alternate connectors and fasteners to those listed above, which have f.C3.0. approval, maybe used with approval bq thef`-n-gineer. 7. Turnbuckles, tension rods and clevises shall be per manufacturers specifications. All properties and strength characteristics of the chosen manufacturers tirnbuckle, tensions rod and/ or devise shall be given to the engineer prior to the products installation. B. Grout pack used on columns shall be non -shrink grout with a minimum bearing strength of .3000 psi. q. Lag screws installation per lgg7 NDS: NDS q.1.2.1 Lead holes for lag screws shall be bored as follows: a) The clearance hole for the shank shall have the same diameter as the shank, and the same depth of penetration as the length of the unthreaded shank. b) The lead hole for the threaded portion shall have a diameter equal to 75% of the shank diameter in Douglas -Fir and a diameter equal to 70% of the shank diameter In Hem -Fir, and a length equal to at least the length of the threaded portion NDS 4.1.2.2 Lead holes or clearance holes shall not be required For 3/8" and smaller diameter lag screws loaded primarily in withdrawal in Hem -Fir (holes ARE required In Douglas -Fir Larch), provided that edge distances, end distances, and spacings are sufficient to prevent unusual splitting. NO5 4.12.3 The threaded portion of the lag screw shall be inserted In its lead hole by turning with a wrench, not by driving with a hammer. NDS 4.12.4 Soap or other lubricant shall be used on the lag screws or In the lead holes to facilitate Insertion and prevent damage to the screw. 10. Self -drilling fasteners shall be Hilt; Kwik -Pro Self Drilling Screws, 5--MD-12-24x1$ HWH *4 or equivalent. STANDARD ABBREVIATION LIST Above Adhesive Additional Adjacent Alternate Anchor Bolt Angle Approximate Architectural Basement Beam Bearing Between Blocking Bottom Bottom OF ... Bottom of Footing Bottom Of Hall Bridging Building Cantilever Center Line Centered Channel Clear Or Clearance Column Common Concrete Concrete Masonry Unit Connection(s) Construction Continuous Controctor Control Joint Countersunk Detail Diagonal Diameter Dimension Distance Double Douglas Fir Dowe is Drawing(s) Each Each Face Elevation Embedded Engineer Equal Existing Expansion East-West Face Of Concrete Face Of Masonry Face Of Stud Far Side Flange Floor Floor Drain Footing Foundation Gage or Gouge Galvanized Glue Laminated Grade Hanger Headed Anchor Stud Header Height Hold-Pown Anchor Horizontal 2. IE 3. SYMBOLS LEGEND floor joist or roof rafter, U.N.O. Existing Floor joist or roof rafter, U.N.O. (Shaded) joist hanger or beam to beam connection (tops of joists and beams are flush unless noted otherwise, U.N.O.). beam or header supporting framing. (See Multi -Ply Beam Standards) : Existing beam or header supporting Framing. (See Multi -Ply Beam Standards) (Shaded) Existing edge oF floor or roof sheathing. (Shaded) 4. edge of floor or roof sheathing. (see Sheathing Notes) 5. ,7/%'T,/%/ : vertical step In Floor sheathing. b. 7. 8. 9. 10. 11. B.W.P. • : wood stud bearing wall above Framing. : wood stud bearing wall below framing. Stud layout to match Joist layout. non-bearing wood stud wall below framing. 4'-0" sheathed Braced Wall Panel below Framing. (See Sheathing Notes) 2"-8" plywood sheathed Alternate Braced Wall Panel below framing. (See Sheathing Notes) : steel column or wood post which supports framing or loads from above, 1.2. column From above which is supported on Framing. ABV ADN ADDL ADJ ALT A.B. L APPROX ARCH 85MT BM BRG Bh1N BLKG BTM B.O. BOF BOW BRDG BLDG CANT GL or GNTRD C GLR COL COM CONC CMU CONN(S) CONST DONT CONTR CJ CTRSK DTL PIAG DIA DiM DIST DBL DF PI/NUS) DWG(5) EA E.F. EL EMBED EN&R EQ (E) or EX1ST6 EXP E -W FOG FOM FOS FS FL& FLR FD FTG FON GA. GALV GL GR HGR HAS HDR HOT HD HORiZ Interior ENT Joint Joist Lag Screw Long Leg Horizontal Long Leg Vertical Longitudinal Manufacturer Masonry Maximum Mechanical Minimum Miscellaneous Not Applicable Near Side North-South Not To Scale On Center Opening Opposite Optional JT J5T LAG LLH LLV LONGIT MFR MAS MAX MECH MIN MISE N/A N5 14-5 N. T.5. 0.0. OPG OPP OPT Parallel PLL. or i1 Parallel Strand Lumber PSL Perimeter Perpendicular Pocket Plate Plywood Pnumat is Precast Concrete Prefabricated Preliminary Rafter Reference Reinforcing Required Retaining Rough Sawn PERIM PERP ori PKT PL orlE PLYWD PNU P/C PREFAB PRELIM RFTR RE: RE/NF READ RET R5 Schedule 5CHED Section SECT Similar 51M Simple 51MP Spaces) SPA Standard STP Steel STL Stiffener STIFF Structural Insulated Panel 51P Structure/Structural STRUCT or STR Surfaced Four Sides 545 Symmetrical SYM Tongue and Groove TSG Top and Bottom T58 Top Of ... T.O. Top Of Beam TO8 Top Of Concrete TOC Top Of Footing TOF Top Of Slab TOS Top of Wall TOM Transverse TRANSV Treated (Preservative) TRTD Tube Shape TS Typical TYP Unless Noted Otherwise U.N.O. Verify in Field V.I.F. Vertical VERT Welded Hire Fabric Wide Flange With GONNEC TI ON SCHEDULE MARK PLY TO PLY CONNECTION N2 2 ROWS Ibd BOX (PNU) ® i2" O.G. N3 3 ROWS 16d BOX (PNU) to 12" O.G. N4 4 ROWS Ibd BOX (PNU) ® 12" O.G. 612 2 ROWS 1,""(P BOLTS ® 12" O.C. BLOCKING RFOV FOR ERG WALL ABV 2 -PLY ONE FACE ONE FACE ONE FACE THRU-BOL T NOTE: STAGGER ALL CONNECTORS 3 -PLY EA FACE EA FACE EA FACE THRU-BOL T 4 -PLY N/A N/A N/A THRU-BOLT NAIL FAR FACE (3 -PLY ONLY) TYP NAIL NEAR FACE (OR THRU-DOLT LOCA TIONS) 2i" SECTION (5TAGKED) SECTION (FLUSH) ELEVATION MULTI -FLY BEAM TA Nr7A RE75 NOTE: ALL DESIGNATED MULTI -PLY BEAMS SHALL BE CONNECTED PER MARK "N2", U.N.O. SHEATHING NOTES 1. Sheathings shall be Wood Structural Panels, certified by the American Plywood Association (APA), labeled "Exterior" or "Exposure 1" durability, with the following designations: Floors Rated Sturd-l-Floor, 23/32" thick, 24" 0.C., T $ G, glued (See Note 3) Roofs .... Rated sheathing, 5/8" thick, 40/20, T 5 C or provide Pfyclips midway between rafters at unsupported sheet edges. 2. Do not block floor and roof sheathing edges unless noted. 3. Plywood floor sheathing shall be glued and nailed to the floor foists using adhesives conforming to APA Specification AFS -0) and applied in accordance with manufacturer recommendations. Remove dirt and water from foists, apply glue to joists and complete all naffing before glue sets. 4. Floor and roof sheathing layout: 5. NAILING MI1111111110111 mill1011111 Framing Members USE NAILS NAIL SPACING COMMENTS (DEFORMED SHANK) o INTERNED. SUPPORTS 6 SHEET EDGES Fly 8d PNU (0.113 DIA) 12" 6" Glued (see Note 3) RooFS 8d PNU (0.113 DiA) 12" 6" ThiS 0 The plan it accept cemphiwit!►ther d appears to, uirernerzts at ' 7 ( PATTILLO ASSOCIATES ENGINEERS -i I5 GRAND AVENUE P.O. BOX 151 GL.ENYOOD SPRINGS, COLORADO 81602 (9-10) 945-g695 (g1o) " 45-4821 FAX pae@sopris.ret NJ_ ERAPN HEREIN PRITTEHi IIFORMAnoN APPEAR:45 9 NOT OT EE DRJPLILATED, 'WLWW5E 5, OR OT> USED PITI4XT T}E WRITTEN COWENT of PATTFLLO A55Oc1ATa, . RIG. 1 C V LORD ROCKY MOUNTAIN SCHOOL BARN R.ENOVATiON I44t3 GOUNT'r ROA17 106 CARBONDALE C OL""0R.A /O DRAM BY: MJB PROJECT ENG: KAYS CHECKED BY: RMP SCALE: AS SHOYVN DATES: 4/18/02 PERMIT REVISIONS PROD. NO. MMIQSS 51 -FEET TITLE GENERAL NOTES 1 DETAILS 9 1'-6" 43J-62-1 10' 0" 1021-6" FLAN -ROOF SWFES AN OVERALL 1:71/vIENS10N5 1/8" = ILO" NOT: ACCURACY OF ROOF DIMENSIONS 15 ± 3" NORTH & Asso otate This plan has been reviewed/by Dale: The pan is accepted and appears to Cc,tropiy with Ulf' requiro rents of: • %,":"," • .2.".•XMA,;•iii*.K5,k; " • A sS. PATT I L LO ASSOCIATES ENGINEERS 715 GRAND AVENUE P.O. BOX 151 GLENWOOD 5PRIN6S, COLORADO 81602 (0170) 0145-016ci5 (010) 0145-40[21 FAX pae@soprls.net ALL DRAM AND WITTEN Ikr-ORMATION APPEAR% HEREIN SHALL NOT BE DUPLIGATED, DISOLDSED, OR OTT-M.415E USED 1,4111-101fr THE WRITTEN CONSENT OF PATTILLO ASSOCIATES ENGINEERS, INC. COLORADO FtOCKY MOUNTAIN SCHOOL BARN RENOVATI ON I43 COUNTY ROAD 106 CARBONDALE, CoOLORADO DRAWN BY: MJB PROJECT EN: <AN CHECKED En": RMP SCALE: AS SHOWN DATES: 4/15/02 PERMIT REVISIONS ( PROJ. No. MMIOss SHEET TITLE ROOF PLAN SLOPES AND DIMENSIONS OF: I 4=1 SHEET (E) 5.0.6. T T (FACIA T T.O.SLAB 100'-O" (V.I.F) TYP U.N.O. 2+" . OF O cpsy (E) S.O.G. (E) 5.0.6. (E) 5.0.6. ' �T.O.STEP 100'-b" e' -4- I If T0.F qa'-8 1q` �2„ 1 (E) 5.0.6. CURRENT STRUT LOCATION 1 T.O.F 4141'-8" (V. LF) T.O.F qq'-8" V.I.F. 0 (E) 5.0.6. EXIST'S FTG WIDTH NOT VERIFIED (V. /.F..) A5 REG 717 BY ENGR, TVP, U.N.O. OF bx8 I0'-4" T.O. TEP 101'-434" r L ©� K 4 NEW STRUT LOCA TION T.0.51_ AB qq'-s„„ (V.1.F) NEW STRUT LOCATION 21-0" 21-0,1 41-1011 o'er -'- (E) S.0.6. 7j-0" OF ' bx8 FACIA 4'- "' i'-6, T0.5TEP 101'-0,1 1011-2" T.O.F qq1- " V.I.F. CURRENT STRUT LOCATION EXIST -6 FTG WIDTH NOT VERIFIED (V.I.F.) A5 REO 12 BY cr- EN6R, TYP, U.N.O. (E) 5.0.6. fl J T.O.F 2'-2" II (E) S.O.G. 7 T.0.STEP 101'-.243" 4141' ,s" (V.I.F) LL_ H A -�— OF bx8 31-5" T --- (E) 5.0.G. ccv L TT- (E) 5.0.6. 1 0 rN (E) 5.0.G. (E) 5.0.6. 4 FACIA L J F! AN -FOUNDATION AND SLAGS 3/16" = I'-011 NORTH J (E) LOG WALL I'-©" r 1/ r ETA /L -TS STRUT EASE PLATE 1 I/2" = I1-0" RE: SHEET 53 ANCHOR NOTES: USE HILT! HIT-HY 150 INJECTION ADHESIVE ANCHOR SYSTEM OR EQUIVALENT. ANCHOR BOLTS SHALL BE HAS STANDARD THREADED RODS 2,"4' EMBEDED 5" MIN INTO THE EXISTING CONCRETE STEP. LOOTED A5 SHOWN ON THE DRAWINGS AND INSTALL PER MANUFACTURERS SPECIFICATIONS OF BASE _- OF GONG STEP Ix FASCIA BOARD T.O. (E) STEP VARIES (SEE PL ft N) T.0.(E)5LAB wfl 1001-0" (V.I.F) T.O.F UNKNOWN VARIES A 4 a } 4 iA 4 .4 4 T5 STRUT SEE PLAN T.O. (E) SLAB 100'--0" (V.1.F) MIN ifx12"x12" BASE F' W/ 2_W3 "1) ADH ANCHORS AS SHOWN 411 A.B. PROJECTION +1" NON -SHRINK GROUT (E) CONC STEP AND FOOTING SECTION -TS STRUT EASE PLATE 1 1/2" = 1-0RE: SHEET 53 —Hougland & Qssoce— finis pian has been review b" : Date: -01. The pian is accepted and appears to r� c : ^ rpiy with t; ,- equirei lents of: 7 % (.-- i .— • d6. C• t' y •• • t Ae 1 • • Op cot - r PATT I LLO ASSOCIATES ENGINEERS 715 GRAND AVENUE P.Q. BOX 751 GLEN!^ OP SPRINGS, COLORADO B1502 (4170) 4145—g6G;5 (1 10) 4445-4x21 FAX poeg sopr Is .net ALL DRAM VC WITTEN I FOQMATIONI A PEARINO I IN SHALL NOT B DIPLICATED, r;i5C1.051ED, OR OTHERHISE USED VITP011T TF€ YRdTTEN CONSENT OF PATTTLLO ASIC IATE5 B15!FE$t5. INC, r COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION 1445 COUNTY ROAD 106 GARBONDALE '`COLORADO DRAWN BY: M,JB PROJECT ENG: KAW CHECKED BY: RMP SCALE: A5 51-106N PATES: 4/I5/O2 PERMIT REVISIONS PROJ. NO. MMIObB SHEET TITLE FOUNDATION AND SLAB NOTES AND DETAILS r OF: it (E) FEL T (E) PLANKING 5 t RUCTURE RE: PLANS AND DETAILS (E) METAL ROOF SECTION-TYPGI,4L EXISTING ROOF� 1/2" = NOTE: EXACT ROOFING MATERIALS MAY VARY RE: SUPPL f ER ADD NEW PLYWOOD RE: SHEET 51 (E) STRUGTUR YJ/ COMPANION MEMBERS RE: 51I UCTURAL PLANS AND DETAILS NEW METAL ROOF BY OTHERS RE: 54 ADD NEW INSULATION SECTION -TYPICAL NEIA1 ROOF, U.N.O. (/2" = I' -O" RE: 54 5" T.O.F QQLOO " NO STRA(5HTENINO OF RAFTERS REQUIRED TYP BELOW ELEV 16-016" CONTRACTOR TO VERIFY RE: ROOF REPAIR SCHEDULE SHT 5412 2 LAYERS RI610 INSULATION, R30 MIN i BLOCKING - EXTERIOR SHEA THING .iii iiiii••i•••iiii•• •`I •iii�iii•••••iiiii•• �`•,�,iiiis,�iisii�iliai�iii•• i•S ••••iii•.iiia` •••f••i•••r• ••• • `--1' MIN AIR FOIL SPADE FACE PROVIDE URTETHANE FOAM SEALANT AT INSULATION BOARD EDGES. INTERIOR SHEATHING SECTION -INSULATION TYPICAL FOR LOAER ROOF. NO INSULATION REOUIREE? FOR UPPER ANIS MIDDLE ROOFS. FOR 'ERIIMETER ROOF USE SI F's. 1/211 = P --0'I cc T.O.GEFLIN&11 2 12 12 T.O.F 43' -?396" T.O.RIDGE 50'--1516` 12 RE: 54 NO STRAIGHTENING OF RAFTERS REQUIRED CONTRACTOR TO VERIFY RE: ROOF REPAIR SCHEDULE 5HT 54 12 12 12 12 NEW MEMBRANE BY OTHERS NEW PLY -MOOD SHEATHING RE: SHEET SI NEW METAL ROOF BY OTHERS 12 12 r / / / / / / / / / r / / r / r r r / r r / / / / / r r r / / / / / / / / / SAG VARIES (V.1.F) — (E) RAFTERS BOWED AND WARHED NEW RAFTERS COMPANIONED TO EXISTING RAFTERS NOTE: FOR ALL CONNECTIONS OF NEW COMPANION TO EXISTING MEMBER USE MULTI -PLY BEAM STANDARDS RE: SHEET 51 SECTION -TYPICAL NEV' ROOF IAI I TSI MOt; IFIED RAFTER 11/2" = 1'-0" RE: 54 ROOF REFAIR SCHEDULE T.O.diik 1E IV 16-0315" EXISTING 2x8 RAFTERS ARE BOWED CONGA VE. THE RAFTERS SHALL BE STRAIGHTENED TO MEET THE REQUIREMENTS OF THE METAL ROOF MANUFACTURER. TO PROVIDE A UNIFORM PLANE ALONG THE ROOF SLOPE I. FROM ELEVATIONS 0 TO 0 AROUND THE STRUCTURE SHIM AND OR APPLY A NEW LAYER OF PLYWOOD WHERE REQUIRED TO OBTAIN A UNIFORM PLANE. 2. FROM ELEVATIONS 0 TO Q AROUND THE STRUCTURE COMPANION NEW LSL RAFTERS, SEE SECTION D 5HT 54 12 ELEVATION -ASST ARCHITECTURAL 1/4" = ('-O II -W--Hougl and & Associa This plan has been reviewed by. Date: The plan is accepted and appears to c= :.miy with the requirements of: 7 7 2'O C/ PATT I L LO ASSOCIATES ENGINEERS 715 GRAND AVENUE P.O. BOX 751 GLENWOOD SPRINGS, COLORADO 81602 ('170) '145-1645 ('170) 145-4'121 FAX ` paefo5oprlsnet Y`' ALL DRAW! AHD MT-MNT FORMAT 424 APPEAR S HEREIN SI -ALL NOT EE Metz-ATER 1715GL OSED, OR 011$2Y15E uses MITHOM' of leRITTEN CO! arr of PATT1LLO ASSOCIATES #3451!411:n, 114L. COLORADO ROCKY MOUNTA I N SCHOOL BARN RENOVATION 144B COUNTY ROAD 106 GARBONDALE, COLORADO DRAWN EP': MJB PROJECT ENG: KAA CHECKED 151'; RMP SCALE: AS SHOWN DATES: 4/18/02 PERMIT REVISIONS PRO.. NO. MMI088 SHEET TITLE HEST ELEVATION AND RODS)Ner DETAILS OF: iI 23 1-5346. T.O.F Ib' -0713" T.O.E br-6345" oik T.O.F 00'--00" NO STRAIGHTENING OF RAFTERS REQUIRED CONTRACTOR TO VERIFY RE: ROOF REPAIR SCHEDULE 5HT 54 T.O.CEIL IN& 'V 2544" 1 TafE 4,3'-1116" 6, T.O.RIDGE 501--(116" NO STRAIGHTENING OF RAFTERS REQUIRED CONTRACTOR TO VERIFY SEE ROOF REPAIR SCHEDULE SHEET 54 ELEVATION -SOUTH ARCHITEOTURAL fi4" = ILO" NO STRAI&HTENIN6 OF RAFTERS REQUIRED CON, HACTOR TO VERIFY RE: ROOF REPAIR SCHEDULE 5HT 54 —Hougland & Assoc! This plan has been reviewed 2 -- Date: The piaci is accepted and appears to amply with the requirements at: \ r 'tnikkIHI-.-:v $‘ dePlr• ,.„.„ ,,e,i.G.4 Eire ho XI .0 -' *TV Ilk '11 144" .9„.,* e;, . L 0.0•.ste*,,9,- F. CO%-uf,;4°:'. ***„‹,.. PATT I LLO ASSOCIATES ENGINEERS /15 GRAND AVENUE P.O. BOX 751 GLENAOOD SPRNGS, COLORADO f!)16.02 (61-70) c145-q6c15 (ci-70) (145-4.1121 FAX poegosoprls net ALL 17R.Aiti Ati) PFM13.4 ftr-oszPATIoN APPEARING FEREIN %WI NUE ESE P.,FIXA-TER f:Y&A.X5ED,G O1143;MI5E lr-JED WHOM' T}E PRETTEN GON5ENT OP PATTTLL.0 A.55041ATES e454±3z5.W 1 COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION 1445 COUNTY ROAD 106 cArezoNDALE, COLORADO sovn4 ARC4-I1TEC ELEVATION lainsomnr PRAWN BY: MIB PROJECT ENG: KAW CHECKED BY: RMP E 56, FLAN — ELEVATION 50r— � !! OF 'ER ROOF J/2" = I' -O" FRAMING PLAN NOTES 1. See 51 for Symbols Legend, Abbreviations, and General Notes. 2. All Rafters and Beams (except lookouts) shall be placed plumb. (E) 2-2x8 ADD 1-2x8 6Y/ LUS28 EA. END w (E) I -2x8 c�':'.fes:•'' ADD 1-2x8 W! 111528 EA. END (E) I -2x8 f• NORTH ADD !-2x8 W/ LU528 EA. END (E) 2-2x8 T.O.PLY 46, 42'-O" REMOVE (E) 2x8 MATERIAL, ADD !-2x8 1^!/ LU528 EA. ENP PROVIDE NEW ACCESS TO ATTIC \ 3'-0" FLAN — ELEVATION 42r-0" UFFER ROOF 1/2" = 1'-O" 9 en NORTH (E) 2X4 RAFTERS 6 24"0.C. (E) 2x4 BEARING WALL F.O.S (E) 2X4 RAFTERS 6 24"0.6. • ///;"/ // T.O.PLA TE 44'-8" / (E) 2x4 STUDS/ / !6,"O.C. ./ T.O.PLY 42'-0" T.O.RIDGE /..///"\z, NOTE: FOR ALL CONNECTIONS OF NEW COMPANION TO EXISTING MEMBER USE MULTI -FLY BEAM STANDARDS RE: SHEET 5! ,.\N,, (E) 2-2x4 TENSION RING COMPANION NEW 2x6, TO EXISTING 2x6 STRUTS, TrP, 4 PLACES (E) FLOOR JOIST SECTION 1/2" = I'-0" RE: SHT Sb ATTIC X -BRACING RE: SHT 511 (E) 2-2x8 COMPRESSION R!NG —Hougland & AssoCI This plan has been reviewed The plan is accepted and appears to 1 ?•76/4s r6/4s ct'1T iy with the requirements of: / riv PATIILLO ASSOCIATES ENGINEERS 115 GRAND AVENUE P.O. BOX 159 GLENWOOD SPRINGS, COLORADO S 1602 (411o) 4145-16705 (4110) 4145-412I FAX paensoprI9.net ALL PRAM AND WITTEN I ORHATLG4 APPEARNS 4 WI IN SHALL NOT BE DUFUGATE', DSSGLDSHiE USED F'J, CR O71!. USB1 T 7}E MITER CONSENT DF PATT4LLD ASSOCIATES BV59CERa, RG. COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION 14415 COUNTY ROAD 106 GAR30NDALE, COLORADO SCALE: AS 5I -!OWN DATES: 4/15102 PERMIT REVISIONS SI-+EET TITLE UPPER LEVEL FRAMINt5 ELEVATION AND PLAN SHEET 3 OF: 11 (E) 3-2x& BEAM SEE SHEET 56 FOR UPPER LEVEL FRAMING (E) CONNECTION 7YP, FOUR PLACES V.I.F. X (E) 32x8 FLAN - ELEVATION TION 42'-O" M/I217)LE ROOF 1/2"11-0" FRAMING PLAN NOTES 1. See 51 for Symbols Legend, Abt?revlatIons, and Genera! Notes. 2. All Rafters and Beams (except lookouts) shall be placed plumb. NORTH T.OBEAM 34'-7" 016 T.O.PL ( 1-1 SEE DET A 51 -IT 54 (E) 3-2x8 COMPRESSION RING SEE NOTES SHEET 56 UPPER FRAMING NOT SHORN SEE SHT 56 (E) 3-2x8 COMPRESSION RING (E)2x8 RAFTERS 24" O.C. SEO TI ON 1/2" = V-0" RE: SHT 51 Hougland & Ass a# ' 'This plan has been review�t t�yp►. The p.an is accepted and appears to c;rrpiy with thy-: requirements of: (/l PATTILL© ASSOCIATES ENGINEERS 115 GRAND AVENUE P.Q. BOX '75I GLENWQOD SPRINGS, COLORADO BI 'Q2 (q70) c145-0,bG5 (970) c45-4,121 FAX paeasopris.net 1/4 COLORADO ROCKY MOUNTA I N SCHOOL BARN RENOVATION 1443 COUNTY ROAD 10E CARBONDALE, COLORADO DRAYVN BY: MJB PROJECT ENG: KAYV CHECKED BY: RMP SCALE: AS SHOWN DATES: 4/18/02 PERMIT REVISIONS PRO -I. NO. MMI085 SHEET TITLE MIDDLE LEVEL FRAMIN& ELEVATION AND PLAN SHEET QF: P RAFTERS TYP Ci OF ATTIC SPACE 1 n11 NORTH FLAN - ELEVATION 2S -i' AUI3ITGRIU4 CEILING 1/411 = I1-011 T.O.bx8 BEAM 161-q'1 D15T BTWN COLUMNS VARIES odk TO.STEP VARIES SEE SHT 53 ANGLE YARDS RE: COLUMN SPACING tau NOTE: TURNBUCKLES SHALL BE CROSBY H6-2510 No. 1034071 OR EQUIVALENT. c FETA /L - TYFI GAL CROSS ,AG I NG RE: 5HT 58 1/411 = 11_Q11 5 HT "Pr tic> fi 1 . r U N.�'Y. 211-411 z REPLACE (E) 6x8 W/ NEW T5 BEAM (2 -SPAN) 1 ti SIM • sx ADD NEW STRUCTURAL 1" T5 TUBE (4) PLACES, RE: SHEET 510 TS, EIGHT (8) PLACES RE: SHEET 510 / I . l! ' I.._ v ' \ 1-----_ 510 SIM I �J : r� t : 1 1 NEW STRUCTURAL T5 '.. C.. ", ;: ,.l .. t<+ .x '` +,'� #'adv,W %.?`'i"' P ztdW i 16MO f r r '3t.....,..s'iUna... ... c .'..f'x`3 ..fx . j >+r. ,.,}.. :g to e-. ..-"�`.f.. k.. r` �ee< 4 3.2hb x6: _..-•--••--------._ .__,._. _ .4: 2x4 (FLAT) _._.----__..._.__.. ,_.L fit__ _ _ r 1 EDGE OF CEILING Q < Q' d q EDGE 0E ---.., CEILING s: -------------- { —-I- EXISTING -- _......._ ----__r._.. _,.. NOTE: BRACIN&IN THE ATTIC SPACE NOT SHOWN. SEE SHT 511 a ` ------ I Ir - -... - - _ _ ___ __.: _._..-.X 4 --_ ----- •(E) 2x4 - - _,� �_ @ 241IO.C.E 1...__.._...__ TYP, U.N.O. 1 1 .. i q �r NORTH FLAN - ELEVATION 2S -i' AUI3ITGRIU4 CEILING 1/411 = I1-011 T.O.bx8 BEAM 161-q'1 D15T BTWN COLUMNS VARIES odk TO.STEP VARIES SEE SHT 53 ANGLE YARDS RE: COLUMN SPACING tau NOTE: TURNBUCKLES SHALL BE CROSBY H6-2510 No. 1034071 OR EQUIVALENT. c FETA /L - TYFI GAL CROSS ,AG I NG RE: 5HT 58 1/411 = 11_Q11 5 HT "Pr tic> fi 1 . r U N.�'Y. 211-411 z REPLACE (E) 6x8 W/ NEW T5 BEAM (2 -SPAN) 1 ti SIM • sx ADD NEW STRUCTURAL 1" T5 TUBE (4) PLACES, RE: SHEET 510 TS, EIGHT (8) PLACES RE: SHEET 510 Vl. 1 •f 1 �Q xc, L ry EXISTING BEAMS AND 7- BRAC/NG BRACING FOR SUPPORT OF AUDITORIUM CEILING NOT SHOWIN FOR CLARITY RE: SHT 5(1 161-111 (E) 3-2x8 z (E) STRUGT 2-2x8 STRUT REPLACE () 6x8 W/ NEW T5 BEAM (2 -SPAN) (E) STRUGT 2-2x8 z 1 `J. NEW STRUCTURAL T5 X (E) 2x8 24"O.C. TYP, U.N.O. ADD LSI_ COMPANION TYP, U.N.O. • (E) MULTI -PLY STRUTS SHALL BE REMOVED AFTER INSTALLATION OF STEEL , TYP FOUR (4) PLACES 171-611 FLAN - ELEVATION 34f-634" LOIA4EIR NORTH ROOF FfRAMING k 1/ 411 = 11-011 FRAMING PLAN NOTES 1. See 51 for Symbols Legend, Abbrevlatlons, and General Notes, 2. All Rafters and Reams (except lookouts) shat/ be placed plumb. 4 NEW STRUCTURAL TS 1 1 NOTE: FOR ALL CONNECTIONS OF NEW COMPANION TO EXISTING MEMBER USE MULTI -PLY BEAM STANDARDS RE: SHEET 51 I —Hougland & Assocjs-- This plan has been reviewed.tfy`„ Date: 5—'22 2 o t The plan is accepted and appears to c .mply with the requirements of: `9 7&/ = [ .,.10-'` taf,, i bk• ;ir sir c „ „ 4.1 ci;,s-re *v • tr t + 4, tis .,,i► C�' 1‘4.4,4, * L �e o"Ca J PAI'TILLQ AssocIATES ENGINEERS 715 GRAND AVENUE P.O_ BOX 751 GLENWOOD SPRINGS, COLORADO 81602 (4'10) 445-4b45 (alio) 445-4x21 FAX pae®soprls.net ALL vow+ AND PLATTEN rtr-ORMAY10.4 APPEARINS WREN 5HALL !CT BE DUPLK.ATEP- rnrnsuW, OR 0714 USED wTNavr *FE PFt1TTEN cakserr OF PATTILLD A560GIATa, ENSM i. MG. COLORADc ROCKY MOUNTA I N SCHOOL BARN RENOVATION 1 445 COUNTY ROAD 106 CARBONDALE, COLORADO DRAWN BY: MJ5 PROJECT ENG: KAW CHECKED BY: R SCALE: AS S4O1^1N DATES: 4/IPS/O2 PERMIT REVISIONS PROJ. NO, MMI088 SHEET TITLE LOVER LEVEL FRAMIN6 ELEVATION AND PLAN of 1-----_ 510 SIM I �J r� : 1 1 NEW STRUCTURAL T5 t Vl. 1 •f 1 �Q xc, L ry EXISTING BEAMS AND 7- BRAC/NG BRACING FOR SUPPORT OF AUDITORIUM CEILING NOT SHOWIN FOR CLARITY RE: SHT 5(1 161-111 (E) 3-2x8 z (E) STRUGT 2-2x8 STRUT REPLACE () 6x8 W/ NEW T5 BEAM (2 -SPAN) (E) STRUGT 2-2x8 z 1 `J. NEW STRUCTURAL T5 X (E) 2x8 24"O.C. TYP, U.N.O. ADD LSI_ COMPANION TYP, U.N.O. • (E) MULTI -PLY STRUTS SHALL BE REMOVED AFTER INSTALLATION OF STEEL , TYP FOUR (4) PLACES 171-611 FLAN - ELEVATION 34f-634" LOIA4EIR NORTH ROOF FfRAMING k 1/ 411 = 11-011 FRAMING PLAN NOTES 1. See 51 for Symbols Legend, Abbrevlatlons, and General Notes, 2. All Rafters and Reams (except lookouts) shat/ be placed plumb. 4 NEW STRUCTURAL TS 1 1 NOTE: FOR ALL CONNECTIONS OF NEW COMPANION TO EXISTING MEMBER USE MULTI -PLY BEAM STANDARDS RE: SHEET 51 I —Hougland & Assocjs-- This plan has been reviewed.tfy`„ Date: 5—'22 2 o t The plan is accepted and appears to c .mply with the requirements of: `9 7&/ = [ .,.10-'` taf,, i bk• ;ir sir c „ „ 4.1 ci;,s-re *v • tr t + 4, tis .,,i► C�' 1‘4.4,4, * L �e o"Ca J PAI'TILLQ AssocIATES ENGINEERS 715 GRAND AVENUE P.O_ BOX 751 GLENWOOD SPRINGS, COLORADO 81602 (4'10) 445-4b45 (alio) 445-4x21 FAX pae®soprls.net ALL vow+ AND PLATTEN rtr-ORMAY10.4 APPEARINS WREN 5HALL !CT BE DUPLK.ATEP- rnrnsuW, OR 0714 USED wTNavr *FE PFt1TTEN cakserr OF PATTILLD A560GIATa, ENSM i. MG. COLORADc ROCKY MOUNTA I N SCHOOL BARN RENOVATION 1 445 COUNTY ROAD 106 CARBONDALE, COLORADO DRAWN BY: MJ5 PROJECT ENG: KAW CHECKED BY: R SCALE: AS S4O1^1N DATES: 4/IPS/O2 PERMIT REVISIONS PROJ. NO, MMI088 SHEET TITLE LOVER LEVEL FRAMIN6 ELEVATION AND PLAN T.O.BEAM Ib' -q" T.O.S 2q -q!4" TO.GyE(LING 28'-"k 4 (E) BRAGING INT ATTIC NOT SHOWN, SEE SHT 510 T.O.BEAM SEE DET 8 SHT 57 SIM ILt' 1 lr 41441/RIHt{p/HRrerr/rr-.nRrler =IMM rR11 rr11{llull{r{InRl ANWMTI/trRr/rrn/lrtltr/rewiR R'!MIstrtr{lr/tf !�{,+mo +{l1111!{1{il1,Iili41{!41411,1{!�+?11111111Vlhh1lRlwl!{1R.1!14!!,!1lVIl11!!{!},11!!!11111�f1!!{{l/Yliill�>�..�Ii1li1,14{iilli ADD BLOW IN INSULATION ABOVE AUDITORIUM R-30 MIN NN :N (E) ATTIC BRACING `(E) 2x8 RE: SHT 511 , , RAFTER Obi twHt�wrlrtrrrM��ermtArrrrrriwlHlN•rflr!•NNwNrrrw Nt tV!, V /trttrrtnrt i+r7+e 1F,1{1Y/iIlHHl,i1111lM,e1�1l IIIH 1lH1i!{N{11l11!l.+SNI,1e 1,{•i{e 11111lIH11 ilH4RiYWHie NEW 5 r FAIC TUBAL T5 FRAME, RE: 5HT 510 51M NOTE: FOR ALL CONNECTIONS OF NEW COMPANION TO EXISTING MEMBER USE MULTf -FL Y BEAM STANDARDS RE: SHEET 51 7--(E) 7"41 TIMBER COLUMN T.O.BEAM Ib' -q" NEW STRUCTURAL STEEL TUBE STRUTS, FOUR (4) PLACES RE: SHEET 510 ¶T.O.BEAM SEE DET 8 SHT 57 (E) STRUCTURAL STEEL PIPE GRID SECTION—NORTH—SOUTH 617.-- 1/4" = I''OH RE: 5HT 58 N \N. NN a..ti. 66, T.0.CEILING 2q' -q 1 25'-q%4" SIM (E) TIMBER COLUMNS Ld REFER TO NOTES SEG TION H SHEET Sq SE TION—EAST—WEST r 1/4" = 11-0" RE: 5HT 58 (E) RAFTERS SEE PLAN (5)6x8 BEAM (E) 71141 LOG COLUMN WT4x24 W/ No. 2i CLEVIS AND 4-t."0 x 4" LAGS AS SHOWN "4' TENSION ROD AND TURNBUCKLE DETAIL—UF'FEfR SRACE CONNECTION 11/2" = I' -O" RE: 5HT 58 (E) 7"(1) LOG COLUMN T.O.STEP VARIES SEE PLAN 11" 11 5- "01) TENSION ROD AND TURNBUCKLE -WT4x24 W/ No. 2!6 CLEV15 AND 4-% "4> x 5" EMBED ADH ANCHORS (RE: SHEET 53 FOR NIL Tl NOTES) ,J Ih TYP 4" A.B. PROJECTION TYP, U.N.O. ±1" NON -SHRINK GROUT (() FOUNDATION DETAIL —LO lE;R SRACE CONNECTION L 1 I/2" = I' -O" RE: SHT 58 (E)6x8 - BEAM SHIM A5 REQ'D NOTE: THREADED TENSION ROD AND CLEVIS NOT SHOWN FOR CLARITY ±1" NON -SHRINK GROUT t (E) FOUNDA TION 11 \ A ______:-.7 I Y II II ! 1 11 11 LTJ REFER TO SHEET 51 FOR LAG SCREW INSTALLATION UPPER BRACE CONNECTION LOWER BRACE CONNEC TION 1 11 \ n 1 I 1 l i � I i I I 1 1 DETAIL—UFFER 6R.ACE CONNECTION I I/2" = P -O" RE: SHT 58 —Hougland & As * ates— This plan has been review Vete: -5-7,Z-2-02 The plan is accepted and appears to c,:> p / with they requirements of: 1 "KILL PAT CJ ASSOCIATES ENGINEERS 115 GRAND AVENUE P.O. BOX 151 GLENWOOD SPRINGS, COLORADO 846.02 0170) 445-4645 (41-10) 445-4421 FAX paegsopr1s.net ALL CRAM AFD MITTEN INFORMATIONAPPEARD45 HEWN 51414.L 1.01 -EE O PL ICATEP. G4%1_0 €P. OR OTFERMISE USED Yin -MT TIE MITTEN GON5E:T OP PATTIL LO ASSOCIATES E45,4EINS, NC,. COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION 14413 COUNTY ROAD 106 CARBONDALE, COLORADO DRAWN BY: MJB PROJECT ENG: KAW CHECKED BY: RMF - ALE: AS SHO(',.`, DATES: 4/18/02 PERMIT REV 151 ON5 PROJ. NO. MR -11088 SHEET TITLE LOWER LEVEL FRAMIN& SECTIONS AND NOTES SHEET J p (Co or: 11 (I, T.0.1E 66, T.0.CEILING 2q' -q 1 25'-q%4" SIM (E) TIMBER COLUMNS Ld REFER TO NOTES SEG TION H SHEET Sq SE TION—EAST—WEST r 1/4" = 11-0" RE: 5HT 58 (E) RAFTERS SEE PLAN (5)6x8 BEAM (E) 71141 LOG COLUMN WT4x24 W/ No. 2i CLEVIS AND 4-t."0 x 4" LAGS AS SHOWN "4' TENSION ROD AND TURNBUCKLE DETAIL—UF'FEfR SRACE CONNECTION 11/2" = I' -O" RE: 5HT 58 (E) 7"(1) LOG COLUMN T.O.STEP VARIES SEE PLAN 11" 11 5- "01) TENSION ROD AND TURNBUCKLE -WT4x24 W/ No. 2!6 CLEV15 AND 4-% "4> x 5" EMBED ADH ANCHORS (RE: SHEET 53 FOR NIL Tl NOTES) ,J Ih TYP 4" A.B. PROJECTION TYP, U.N.O. ±1" NON -SHRINK GROUT (() FOUNDATION DETAIL —LO lE;R SRACE CONNECTION L 1 I/2" = I' -O" RE: SHT 58 (E)6x8 - BEAM SHIM A5 REQ'D NOTE: THREADED TENSION ROD AND CLEVIS NOT SHOWN FOR CLARITY ±1" NON -SHRINK GROUT t (E) FOUNDA TION 11 \ A ______:-.7 I Y II II ! 1 11 11 LTJ REFER TO SHEET 51 FOR LAG SCREW INSTALLATION UPPER BRACE CONNECTION LOWER BRACE CONNEC TION 1 11 \ n 1 I 1 l i � I i I I 1 1 DETAIL—UFFER 6R.ACE CONNECTION I I/2" = P -O" RE: SHT 58 —Hougland & As * ates— This plan has been review Vete: -5-7,Z-2-02 The plan is accepted and appears to c,:> p / with they requirements of: 1 "KILL PAT CJ ASSOCIATES ENGINEERS 115 GRAND AVENUE P.O. BOX 151 GLENWOOD SPRINGS, COLORADO 846.02 0170) 445-4645 (41-10) 445-4421 FAX paegsopr1s.net ALL CRAM AFD MITTEN INFORMATIONAPPEARD45 HEWN 51414.L 1.01 -EE O PL ICATEP. G4%1_0 €P. OR OTFERMISE USED Yin -MT TIE MITTEN GON5E:T OP PATTIL LO ASSOCIATES E45,4EINS, NC,. COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION 14413 COUNTY ROAD 106 CARBONDALE, COLORADO DRAWN BY: MJB PROJECT ENG: KAW CHECKED BY: RMF - ALE: AS SHO(',.`, DATES: 4/18/02 PERMIT REV 151 ON5 PROJ. NO. MR -11088 SHEET TITLE LOWER LEVEL FRAMIN& SECTIONS AND NOTES SHEET J p (Co or: 11 OF FRAME TO STRUT CONNECTION TYP OF FRAME TO )O STRUT CONNECTION TYP OF FRAME TO STRUT CONNECTION T5 FRAME BEARING PLATES EIGHT (8) PLACES CL OF FRAME TO STRUT CONNECTION - T5 STRUTS - T5 5x5x " TYP EIGHT (8) PLACES 53 SIM ISOMETRIC -STEEL TENSION RING ANE) SUS 'O R TS 1/411 = 11-0" LENGTH OF ALL 51 RUCTURAL STEEL STRUTS NEED TO BE FIELD VERIFIED. LENGTH SHOWN 15 BASED UPON FOUNDATION PLAN DIMENSIONS AND ELEVATIONS, 5HT 53 T5 FRAME T5 STRUT NOT SHOWN "'x1211x12 " T5 FRAME BEARING f PErAiL-TS STRUT TO TS FRAME CONNECTION 1 1/2" = 11-0" RE: 5NT 510 EX15TJNS 2X8 LSL COMPANION T.05 RE: DET H SHT 5a (E) 2x8 HIP y T5 FRAME SELF-DRILLING SCREWS 11 FRAME 1 -ANGLE CONNECTION AT RAFTERS, RE: SECTION 0 SHT 510 TYP (E) 2x8 W/ ADDED LSL COMPANION TYP, RE: PLAN 5HT 58 DETA/L.-CORNER FRAME CONNECTION RE: 5HT 5/0 N 11/2 " w 11-0" TS 5TL FRAME TYF T5 STRUT RAFTERS NOT SHOWN FOR CLARITY ¢: OF T5 STRUT = OF IE T5 STRUT TOP R MATCH DRILL '�te,"4' HOLES IN T5 FRAME BEARING / USING TS STRUT TOP E A5 GUIDE. USE 4-%"41) THRU BOLTS AS SHOWN SEC lam! ON 1/2" O RE: 5HT 510 12 12 II 'DT OF m BASE' C4 OF W47 HOLE THROUGH BOTH THE (E) 2x8 AND LSL COMPANION LSL RAFTER RE: 5HT 58 2x8 RAFTERS RE: '311T 58 SEC TI ON 1 1/2" = I1-0" RE: 5HT 510 TS STRUT TOP FL MIN 3" FROM 11 OF HOLE TO BTM EDGE OF 2x8 RAFTER 41" " 2 CL. OF TS STRUT "4' HOLES TYP FOUR (4) PLACES T5 STRUT SEC TION 11/2" = 11-0" L2x2x4 " W '4' THRU-BOL T AND SELF -DRILLING SCREWS A5 �11OWN T.O.STEEL RE: DET H SHT ScriS TS FRAME RE; SHT 510 C5 --Hougland & Assoc This plan has been reviewed Care: '22 The Ow is accepted and appears to cf...mpty with thin requirements of: ''.%0/g+ e [ 010 l'''' '' , " s • i-' 431( fr3 PATTILLO ASSOCIATES ENGINEERS n5 GRAND AVENUE P.O. BOX 151 GLENMOOD SPRINGS, COLORADO 81602 (910) 945-4645 (410) 945-4c12I FAX pae@5opris.net ALL DRAM AND MITTEN 1HFORMATIOM APPEAR HERBH SHALL NOT ee AUPLICATEV, EASGLOSeO, OR OTIEW.SE US® WITHOUT TIE WITT N CORSENT OF RA/11LLo ASSOCIATES Ef.1670.335, RIG. COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION I'4 13 COUNTY ROAD 1066 GARBONDALE, COLORADO t�� PROD. NO. MMIO88 SHEET TITLE 5TH. RI N& ISOMETRIC, ELEVATI ON, PLAN 4 DETAILS 1 SHEET 1 OF. 11 T.OPLY SEE DET E SHT 55 r;'r 14/ T.O.CEILING SEE PET H SHT SG UPPER FRAMING NOT SHOWN SEE SHT 5b \ ,`ate SEE NOTES .��SHEET Sb ,y I ! fy y r` yryr y r� (E) 2x4 X -BRACING TYP, U.N.O. REFER TO NOTES SECTION H SHEET INTERIOR -ELEVATION CUFULA 6RAOIN6 NORTH -SOUTH -EXISTING 1/2° = 1'-0" / / / may......._...._..... REFER TO NOTES ELEVATION R SHEET 511 �Y INTERIOR -ELEVATION CUFULA GRACING EAST-JtEST-EXISTING 1/2°' = r -o° —Hougland & Assoc v This plan has been reviewed ,� G.}�te: "' '2.0 :41.711 T'_E �i he' 1 is accepted and appears 10 c'..mply w+i h > : ,equrc:::ients of: 'IY�J/aly/BRN&ELEON, r PATTILLO ASSOCIATES ENGINEERS '715 GRAND AVENUE P.O. BOX 751 GLENWOOD SPRINGS, COLORADO 8!602 (a70) gi45-c16015 01701 .45-4,121 FAX poe@saprls.net 411, COLORADO ROCKY MOUNTA1 N SCHOOL BARN RENOVAT1 ON 1443 COUNTY ROAD 106 CAR 3ONDALE, COLORADO DRAWN BY: MJB PROJECT ENG: KAW CHECKED BY: Rho' SCALE_ AS SHOWN DATES: 4/18/O2 PERMIT REVI S I ONS PROJ. NO. MM1088 a5 f GENERAL GENERAL STRUCTURAL NOTES 1. Design Is based an the 1497 edition of the Uniform Building Code Snow Load Design is based on ASCE 7-45 "Minimum Design Loads For Buildings and Other Structures": Design Loads: Dead Loads: Roof 8 PSF Auditorium Ceiling 7 PSF Gupufa deck 10 PSF Live Loads: Auditorium Ceiling Construction Load....,... 20 PSF Snow Loads For The Main Structure: Pq = 50 PSF PF = 34.7 PSF Ps = 22.0 PSF Sliding Snow: Around the bottom of the main structure an additional sliding snow load Is applied. This load varies fn magnitude from 5.33 psi at the bottom of the main structure to 0.0 psf at 8"-0" up from the bottom of the main structure. The 8'-0" is measured along the slope of the roof. Snow Loads For The Perimeter Structure: Pg =50PSF PF = 34.7 P5F Sliding Snow: Around the top of the perimeter structure an additional skiing snail load fs applied. This load varies In magnitude from 50.0 psf at the top of the perimeter structure to 0.0 psf at the bottom of the perimeter structure. W1nd:....Per Chapter 16, Division 2: Exposure C, 80 MPH Basic Wind Speed Method 1: UBC 16212 Wind perpendicular to roof: Leeward 13.7 psf outward Windward 7.8 psf inward Wind parallel to roof: 13.7 psf outward Load Combinations For Both Main And Perimeter Structures: UBC (612.3.2, Alternate basic Load Combinations Dead Dead + Construction Dead + Snow Dead + Wind (from South) Dead + Wind (Pram South) + Snow Dead + Wind (from South) + Snow The structure is redesigned to be structurally symmetrical. Therefore wind is considered in one direction only. Minimum roof live loads are excluded. By inspection, Combination Dead + Live would produce results fess than Dead + Snow, therefore it is not considered. 2. In addition to inspections required by U.B.C. Section 105, special inspectors shalt be employed to provide inspections during construction on the types of work listed in U.S.G. Section 1701.5. 3. The Contractor shall be responsible For the temporary shoring and bracing of all systems and protection of ail adjacent structures. 4. The Contractor shall confirm dimensions and elevations shown with architectural drawings; notify Engineer immediately of discrepancies, 5. Notify Engineer If any openings are to be cut In structural systems For mechanical or electrical items. FOUNDATIONS 1. Existing Foundation Design is based on assumed soft properties as Follows: Maximum Bearing Capacity = 3,000 f'CF. Active Solt Pressure = 45 PCF. Passive Soli Pressure = 300 PCF. Soils are presumed non -expansive, non -soluble, and not prone to excessive consolidation. Specific soil properties shall be verified by the Solis Engineer upon excavation and prior to footing placement. CONCRETE AND REINFORCING STEEL 1. Perform all cast -In-place concrete work in accordance with "specifications For Structural Concrete For 5uiidings", AGI 301-64, unless noted otherwise. Pro- vide cold or hot weather protection per ACI 305 t 306. 2. Reinforcing steel shall conform to ASTM A615. #5 and larger - Grade 60. 3. Provide accessories necessary to property support reinforcing at positrons shown on plans. 4. Place 2-#5's with 2'-0" projections on each side of all wall openings. 5. Form Materials: A. Plywood: P51, C Grade Douglas Fir species; #2 or better; sound, undamaged sheets with clean true edges. B. Lumber: Hem -Fir species; #2 or better. C. Prefabricated Steel Type: 16 gauge, matched, tight Pitting, stiffened to support weight of concrete. D. Form Ties: Snap -off metal type of cone type. E Flashing Reglets: Galvanized steel, with alignment splines for joints. F. Form Release Agent: Colorless mineral oil which wilt not stain concrete or impair natural bonding characteristics of coating intended for use on concrete. 6. Formed Construction Joints For Slab -on -Grade: Extruded plastic, tongue and groove type profile, knockout holes to receive dowelling. TIMBER AND 1/400D PRODUCTS 1. Alt timber construction (fight $ heavy) shall conform to American institute of Timber Construction (AITG) and National Design Specification (NDS) standards. 2. Structural framing lumber shall be Douglas Fir/Larch, with the following minimum grades: Plates and Studs: #! .Joists and Rafters: #I !seams, Posts and Timbers: #1 3. All sill plates in contact with concrete or masonry foundations shall be Foundation Grade Redwood or Pressure -treated Hem -Fir #2 or better, designated For "Above Ground" usage as defined by the American Wood Preserver's Institute. 4. Laminated Veneer Lumber (LVL) shall be 1-3/4" thick and shall have the Following minimum working stresses: Fb=2,400 PSI, Fv=285 PS1, E- i,800po0 P51. 5. Manufactured Wood l jolsts shall match depths and spacings shown in these plans and shall be installed fn accordance with the manufacturer's recommended detaffs For blocking, bracing, bearing and connections. See Plan for pre- qualified product designations. Any alternate system shall be submitted to the Engineer for written approval prior to construction, STRUCTURAL STEEL 1. Detailing fabrication and installation of structural steel shall conform with the American Institute of Steel Construction (AISG) and American Welding Society (AWS) specifications. 2. Wide Flange shapes ("W"" sections) shalt conform with ASTM A442 materialraperties (Fy = 50 KSI, Fu = 65 KSI). Channels, Angles, Plates, Rods, "S" "M", and "HP" shapes shall conform with ASTM A36 properties (Fy = 36 K51, Fu = 56 K51). Pipe columns shall conform with ASTM A53-8 (Fy = 35 K51) and Tube shapes (75") shall conform with ASTM A500, Grade B materials (Fy = 46 KSI). 3. Steel to steel connection bolts shall be ASTM A307, unless noted otherwise. 4. If bolts are shown as A325 or A4410, installation and bolt tightening shall be in accordance with AISG "Specification For Structural Joints Using ASTM A325 or A440 Bolts", latest edition. Special Inspection is required for al! such bolt designations. 5. Groove welds shall be full penetration and continuous, unless otherwise noted. 6. Fillet welds shall be made with E7Oxx rod, size 3/16" and continuous unless otherwfse noted. FASTENERS AND CONNECTORS 1. All timber nailing and connections shall conform to the UBC and AiTG. Reference UBC, i997 "Table No. 23-11-5-1-0 Schedule." Alt nails shown signify common wire nails unless noted otherwise. 2. Bolts for wood member connections and concrete anchor bolts shall be ASTM A307 with minimum 1-1/2" washer each end unless noted otherwise. 3. All metal connectors for wood Framing (e.g. Joist Hangers, Hold-down Anchors, Framing Angles, etc.) shall be as manufactured by Simpson Strong -Tie Company. Install ail connectors according to manufacturer's recommendations. Contractor may install connectors with nails shorter than common 05 follows: 8d x (-l/4° For 8d, lOd x 1-1/2" for lOd, l6d x 2-1/2" For l6d. 4. Self -drilling fasteners for attachment of various materials to structural steel shall be "Teles" fasteners as manufactured by 3ulldex. 5. Powder -actuated Fasteners for attachment of various materials to structural steel or concrete shall be "Ramset" fasteners as manufactured by Ramset Fastening Systems. 6. Alternate connectors and fasteners to those listed above, which have 1.G.B.O. approval, may be used with approval by the Engineer. 7. Turnbuckles, tension rods and clevises shall be per manufacturers specifications. A11 properties and strength characteristics of the chosen manufacturers turnbuckle, tensions rod and/ or devise shall be given to the engineer prior to the products installation. 8. Grout pack used on columns shall be non -shrink grout Nth a minimum bearing strength of 3000 psf. - Nailing MISCELLANEOUS I. Revisions to the drawings are Indicated by either; 1.) a revision block with a description of the change, deletion, or the addition. f1.) or by a cloud surrounding the revision. Revisions only indicate what was changed between the last drawing release and the current drawing releasse. 2. There are architectural drawings for this project which contain additional information. The ardhltect is Civil Forvm, located at 663 Lincoln Avenue Carbondale CO, (970) 963-4559. STANDARD ABBREVIATION LIST Above Adhesive Additional Adjacent Alternate Anchor Dolt Angle Approximate Architectural Basement Beam Bearing Between Blocking I3ottom Bottom Of ... Bottom of Footing Bottom OF Wall Bridging Building Cantilever Center Line Centered Channel Clear Or Clearance Column Common Concrete Concrete Masonry Unit Connection(s) Construction Continuous Contractor Control Joint Countersunk Detail Diagonal Diameter Dimension Distance Double Douglas Fir Dowels Drawing(s) Each Each Face Elevation Embedded Engineer Existing Equal Expansion East-West Face OF Concrete Face OF Masonry Face Of Stud Far Side Flange Floor Floor Drain Footing Foundation Gage or Gauge Galvanized Glue Laminated Grade Hanger Headed Anchor Stud Header Height Hold -Down Anchor Horizontal 14iPifilUVEL) SUBJECT TO NOTED SICEPTIONIS INSPECTKOV GARF IEILD COUNTY BUILDING DE? RTM ` .same FIELD COPY NO VMSPECTICSTai wtrW3id": 14PSEPLANSONreE ,gam. �Ff ABV ADH ADDL AD../ ALT A.B. L APPROX ARCH 3SMT BM BR& BTWN ELKG STM B.O. BOF BOW BRDG BLDG CANT GL or GNTRD GLR COL COM GONG CMU CONN(s) CONST DONT CONTR GJ CTRSK DTL DIAG DIA DIM DiST DBL OF DAL(S) DWG(5) EA E.F. EL EMBED ENGR (E) or EXIST'G E0 EXP E -W FOC FOM FOS FS FLO FLR FD FTG FON GA. GALV GL GR HGR HAS HDR HGT HD HORIZ interior INT Joint .foist Lag Screw Lang Leg Horizontal Lang Leg Vertical Longitudinal Manufacturer Masonry Maximum Mechanical Minimum Miscellaneous Not Applicable Near Side North-South Not To Scale On Center Opening Opposite Optional JT JST LAG LLH LLV LONGIT MFR MA5 MAX MEGH MIN MSC N/A N5 N-5 N.T.S. O.C. OP6 OPP OFT- Parallel PT Parallel PLL or 11 Parallel Strand Lumber PSL Perimeter Perpendicular Pocket Plate Plywood Pnumatic Precast Concrete Prefabricated Preliminary Rafter Reference Reinforcing Required Retaining Rough Sawn PERIM PERP or t. PKT PL or FE PL11^119 PNU P/C PREFAB PRELIM RFTR RE: REINF READ RET R5 Schedule SGHED Section SECT Similar 51M Simple SIMP Space(s) SPA Standard STD Steel STL Stiffener STiFF Structural Insulated Panel SIP Structure/structural STRUGT or STR Surfaced Four Sides 545 Symmetrical SYM Tongue and Groove Top and Bottom Top OF ... Top OF Beam Top OF Concrete Top OF Footing Top OF Slab Top of Wall Transverse T$6 T$B T.0, TOB TOG TOF TOS TOW TRAN5V Treated (Preservative) TRTD Tube Shape TS Typical TYP Unless Noted Otherwise U.N.O. Verify in Field V.1.F. Vertical VERT Welded Wire Fabric Wide Flange With 5 ScoteT L' Mogi i7�t.� 'pet s�v�-!� DRi. CaN.d..L CID.4L' latPuuRFO t:e.(,iruts CIVIST CalQa4. W RS k N coo �-� � � aS�7e�e,T.S tf IG•rr ft1 dO !,S t- '� DGi � i�.Qt 2 r `T?� s�c7 f> a F -rM 'rg-' k4 rurPCc,- a>ESr4tc' -O (4Z-04,14S �J �'� Ca�,rt�+x.u,e��t RFs �.x� � 1 Esc cJ $3 74, rL itLS (d.zs-d7- CONNECTION SCHEDULE MARK PLY TO PLY CONNECTION N2 N3 N4 812 2 ROWS 16.c1 BOX (PNU) (4 12" O.C. 3 ROWS lbd BOX (PN)) 0 12" O.G. 4 ROWS Ibd BOX (PNU) c@ 12" O.G. 2 ROW5 ih" cP BOLTS @ 12" O.G. 2 -PLY ONE FACE ONE FACE ONE FACE THRU-BOL T BLOCKING RE0'D f� FOR BRG WALL ABA/ NOTE: STAGGER ALL CONNECTORS SECTION (STACKBO) SECTION (FLUSH) 3 -PLY EA FADE EA FACE EA FACE THRU-BOL T 4 -PLY N/A N/A N/A THRU-BOL T NAIL ® FAR FACE (3 -PLY ONLY) 2+ " 2" i2" O.G. TYP NAIL NEAR FACE (OR THRU-BOL T LOCATIONS) ELEVATION MUL T1 -FLY 6EAM 3TAN7A!WS NOTE: ALL DESIGNATED MULTI -PLY BEAMS SHALL BE CONNECTED PER MARK "N2", U.N.O. SHEATH/NG NOTES 1. Sheathings shall be Wood Structural Panels, certified by the American Plywood Association (APA), labeled "Exterior" or "Exposure 1" durability, with the following designations: Floors Rated Sturd-!-Floor, 23/32" thick, 24" O.G., T 8 6, glued (See Note 3) Roofs .... Rated sheathing, 5/8" thick, 40/20, T 8 6, or provide Pl yclips midway between rafters at unsupported sheet edges. 2. Do not block Floor and roof sheathing edges unless noted. 3. Plywood floor sheathing shalt be glued and nailed to the Floor joists using adhesives conforming to APA Specification AFG-01 and applied in accordance with manufacturer recommendations. Remove dirt and water From joists, apply glue to joists and complete all nalting before glue sets. 4. Floor and roof sheathing layout: • NAIL TYPE (DIA x LENGTH) 11111111111111 % AIIII Framing Members 5. NAILING lbd PNUMATIG (0.131" x 34'r) USE NAILS NAIL SPACING COMMENTS 4 60d THOME? (0.177" x b ") 3" (DEFORMED SHANK) ® 1NTERMED. SUPPORTS SHEET EDGES Floors 8d PNU (0.113 DIA) 12" 6" Glued (See Note 3) Roof's 8d PNU (0.113 DIA) 12' 6" 2. 3. 4. 5. 11. ■ • 12. Hi 5Nt'MBOL3 LEGEND : floor joist or roof rafter, U.N.O. : Existing floor joist or roof rafter, U.N.O. (Shaded) : joist hanger or beam to beam connection (tops of joists and beams are flush unless noted otherwise, U.N.O.). : beam or header supporting framing. (See Multf-Ply Beam Standards) Existing beam or header supporting Framing. (See Multi -Ply 8earn Standards) (Shaded) Existing edge of floor or roof sheathing. (Shaded) edge of Floor or roof sheathing. (See Sheathing Notes) vertical step in floor sheathing. : wood stud bearing Nati above framing. wood stud bearing Nall below framing. Stud layout to match joist layout. : non-bearing wood stud wall below Framing. 4'-O" sheathed Braced Wall Panel be1oN Framing. (See Sheathing Notes) 2'-8" plywood sheathed Alternate Braced Wall Panel below Framing. (See Sheathing Notes) steel column or wood post Nhich supports framing or loads from above. column from above which IS supported on framing. BUILT UP COLUMN NAILING SCHEDULE PLY SIZE PLY NAIL TYPE (DIA x LENGTH) ED 2x4 OR 2x6 2 lbd PNUMATIG (0.131" x 34'r) 2" 3 30d THD/HD (0.177' x 4l") 3" 4 60d THOME? (0.177" x b ") 3" NS NAIL F5 NAIL rr TTED, 8" TYP _I�rr 1 I" tf + (2 -PLY) (3 -PLY) MULTIPLE 2x4 COL. MULTIPLE 2x6 COL. NOTES:- ALTERNATE OR ADJACENT NAILS SHALL BE DRIVEN FROM OPPOSITE SIDES OF COLUMN. - ALL NAILS SHALL PENETRATE OPPOSITE END PLY BY 14" MIN. NAILED BUIL. T -U ' COL 2x4 2x6 BOL TED BUILT -UF COL 1/2" 4) SOL TS W1 STD WASHERS (TYP) BUILT U ' COLUMN 1:7ET>4IL5 NOTE: ALL DESIGNATED BUILT-UP COLUMNS SHALL BE NAILED, U.N.D. • L J PATTILLO ASSOCIATES ENGINEERS 715 GRAND AVENUE P.O. BOX 751 GLENWOOD SPRINGS, COLORADO 81602 (Gi70) q45 -96g5 (Q70) Q45-4121 FAX paeosopr{5.net_ ALL DRAM AND 1'piTfEN INFORMATION APFEARINS FEIN 5HALJ_ NOT SE DLFLIGATED, DISCLOSED, OR OTHERHISE USED TNO JT TSE 11RITTEN GONE rr OF PAT7iL0 ASSOCIATES ENGINEERS, INC. COLOR/hi:7 ROCKY MOUNTAIN SCHOOL BARN RENOVATION 1443 COUNTY ROAD 106 CAR ONDALE COLORADO DRAWN EY: MJI5 PROJECT ENG: KAW CHECKED BY: RMP SCALE: AS SHOWN DATES: 10/23/02 REVISIONS PROJ. NO. MM 1088 SHEET TITLE GENERAL NOTES 4 DETAILS 43'-62" /O' -1O'° 1O2'-6" FLAN -ROOF SLOPES AN17 OVERALL i/MENSIONS 1/8" = 1"--O" NORTH FLARE ON GABLED DORMERS NOT SHO1'N, RE: ARCH, TYP. PATTILLO ASSOCIATES ENGINEERS 115 GRAND AVENUE P.O. BOX 151 GLENWQOD SPRINGS, COLORADO 816202 (q?0) '145-Gb4#5 (c11O) ci45-44121 FAX pae@soprls.net 1UALL DRAM AND WRIT EN II,FDRAIATION APPEARING HEREIN SHALL NOT BE ED DUPLICAT, DISGLO OWE RASE OR ORhUSE USED WITHOUT THE YRITTBJ CONSENT OF PATT1LLO ASSOCIATES ENGINEERS, INC. COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION I413 COUNTY ROAST 106 CAR ONDALE COLORAS70 DRAWN BY: MJB PROJECT ENG: KAW CHECKED BY: RMP SCALE: AS SHOWN DATES: 10/25/02 REVISIONS PROJ. NO. MMI088 SHEET TITLE ROOF PLAN SLOPES Am" DIMENSIONS SHEET OF: 12 [1]' (E) 5.0,6. (E) 5.0.6. 2'-8" TYP (E) 5.0.6. T.0.5LAB 1001-0" TYP, U.N.O. 0 0 (E) (E) 5.0.6. 0 11 41-4" 4` " -114 1001-6" \T.O.F 01q&" (V.1.F) • T.0.5TEP 10/ '-04" Aek T.O.F qcf Lb" (V.1 .F STEEL BASE PLATE DETAIL, TYP 4 PLACES 8,-0'I -.2 (E) (E) EXIST6 FTG WIDTH ( P R, NOT VERIFIED (V.1.F.) A5 REOEN6 c TYP, T.O.F (N143" V.I.F. T.0.5LAf3 (V.1.F.) 14 THE D/MEN510N5 SHOWN ON 5HT 53 ARE NOT RELATED TO THE EXTERIOR DIMENSIONS SHOWN ON THE OTHER SHEETS. T.0.STEP 101'---2" 10'-10" T.0.5TEP 1011-444" 1011-211 T.O.F 41-10" clqr-s" V.1.F. 71-0" TO 5TEP 1011-0" T.O.F cicfr-O" (V.1.F.) 5'- 2 CN T.O.STEP 1011-2343" 2'-&" TYP 1 (E) 5.0.6. (E) 7,-4" = TO.STEP 101'-514" T.O.STEP 23`-3" 7'-4" 14'-6" • • ...•••••• ..... ••• 4 T.O.F (V.1.F) (E) 5.0.6. (E) aao, (E) 5.0.6. (E) 5.0.6. FLAN-FOUNL7ATION ANP SLASS 3/16" NORTH ALL DIMENSIONS, SLOPES, AND ELEVATIONS TO BE VERIFIED 67' GONTRAGTOR. PATTILLO ASSOCIATES ENGINEERS 115 GRAND AVENUE P.O. 130X 151 GLENWOOD SPRINGS, COLORADO 51602 (el -70) 145—'16415 (c1-70) cl45-44121 FAX paessoprlsmet ALL DRAM A JrrEN INFORMATION APPEARJNIS *REIN SHALL NOT EE DUPLICATED, DISCLOSED, OR CM -ERASE 095D 111TPOUT THE WRITTEN GOPEarr OF PATTILLO ASSOCIATT E14511,EER5, COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVAT I ON 141419 COUNTY ROAD 106 CARE3ONDALE, COLORADO DRAWN BY: MJES PROJECT ENG: KAA CHECKED BY: RMP SCALE: AS SHOWN DATES: 10/23/02 REVISIONS PROJ. NO. MMI055 SHEET TITLE FOUNDATION AND SLAB PLAN, NOTES AND DETAILS (E) FEL T (E) PLANKING STRUCTURE RE: PLANS AND DETAILS (E) METAL ROOF SECTION-TYFGIAL EXIST/N.6 ROOF 1/2" = I' O" NOTE: EXACT ROOFING MATERIALS MAY VARY RE: SUPPLIER ADD NEW PLYWOOD RE: SHEET 5I (E) STRUCTVR W/ COMPANION MEMBERS RE: STRUCTURAL PLANS AND DETAILS NEW METAL ROOF BY OTHERS RE: 5HT 54 MeW,44 ADD NEW 1NSULATION SECTION-TYI:'IGAL NEA ROOF, U.N.U. 1/2" = '-O" RE: SHT 54 EXISTING GABLED DORMER ON THE NORTH SIDE 15 NOT SHOWN. NO STRUCTURAL REPAIRS ARE REQUIRED USE ROOF REPAIR SCHEDULE FROM ELEVATIONS 0 TO 0 NO 51fGHTENING OF RAFTERS REQUIRED TYP BELOW ELEV Ib' -07t" CONTRACTOR TO VERIFY RE: ROOF REPAIR SCHEDULE 5HT 5412 5 L l..r� SIM 2 LAYERS RIGID INSULATION, R30 MIN EXTERIOR SHEA THING BLOCKING 1" MIN AIR FOIL SPACE FACE PROVIDE URTETHANE FOAM SEALANT AT INSULATION BOARD EDGES. INTERIOR SHEATHING FOR ADDITIONAL INSULATION REQUIREMENTS /// SEE ARCH SHT Af.I AND AI.2. / / NEW METAL ROOF / BY OTHERS / / / SECTION -INSULATION TYPICAL FOR LOGNER ROOF. NO INSULATION It'EOUI I E17 FOR UFFE ' ANIS Iv1017LE ROOFS. FOR FER 14ETER ROOF USE SLOG 'N IN INSULATION. 1 1/2" = J' -Q" 06 T.O.E Ib'± T.O.CEIL(NG 28' 12 T.oJE 43' RE: SHT 54 T.O.F O'± 12 12 12 /l/ / SAG VARIES / / (V.LF.) NEW MEMBRANE ///// NEW PLYWOOD SHEATHING RE: SHEET 5! 47 / / i' / / / / // (E) RAFTERS BOWED AND WARPED NEW RAFTERS COMPANIONED TO EXISTING RAFTERS NOTE: FOR ALL CONNECTIONS OF NEW COMPANION TO EXISTING MEMBER USE M1LT1-PLY BEAM STANDARDS RE: SHEET 51 SECTION-TYFICAL NEA ROOF GNI TH GOMFANION RAFTER 11/2" = 1'-0" RE: 5HT 54 D .ROOF REPAIR SCHEDULE EXISTING 2x8 RAFTERS ARE BOWED CONCAVE. THE ROOF PLANE SHALL BE STRAIGHTENED TO MEET THE REQUIREMENTS OF THE METAL ROOF MANUFACTURER. TO PROVIDE A UNIFORM PLANE ALONG THE ROOF SLOPE : I. FROM ELEVATIONS 0 TO Q AROUND THE STRUCTURE SHIM OR COMPANION OR APPLY A NEW LAYER OF PLYWOOD. 2. FROM ELEVATIONS 0 TO 0 AROUND THE STRUCTURE COMPANION NEW RAFTERS, SEE SECTION D 5HT 54. FOR REPAIRS TO GABLED DORMERS ON THE WEST AND EAST SIPE OF STRUCTURE SEE SHT 511. 3. FROM ELEVATIONS 0 TO AROUND THE STRUCTURE ADO NEW ROOF JOIST ON TOP OF EXISTING ROOF, SEE 5HT 1!. 12 ELEVATION-GNEST ARGHITEGTUR'AL I/4" = I' -D" ALL DIMENSIONS, SLOPES, AND ELEVATIONS TO BE VERIFIED BY CONTRACTOR. FOR ROOF EDGE, SLOPE TRANSITION, AND FACIA REPAIR SEE ARCH SHT Al.! AND A1.2. PATTILLO ASSOCIATES ENGINEERS /IS GRAND AVENUE P.O. BOX 151 GLENWOOD SPRINGS, COLORADO 51602 (ci-70) Q45-Q6a5 (c110) c145-44121 FAX e paOsoprrs.net ALL DRAWN AND Y4 T[$4 INFORMATION APPEAR/NS I IN SHALL NOT BE DUPLICATED, DISCLOSED, OR OT} NMSE OSED WITHOUT TTE WRITTEN f4N5ENT OF PATTILLO ASSOCIATES ENSINEERS, INC. r tisk MM>::::;;aM.....f'I V COLOI�APROCKY MIOUNTAIN SCHOOL BARN RENOVATION 14Q3 COUNTY ROAD 106 CARBONDA�LE, COLORADO WNDRABY: M.1BWPROJECT ENG: KACHECKED BY: RMP SCALE: A5 SHOWN DATES: 10/25/02 REVISIONS PROD. NO. MMPO88 SHEET TITLE VEST ELEVATION AND ROOFINGS DETAILS SHEET TITLE SHEET TITLE P1RCNITECT VIYAL ELEVATION 7' T.O.RIDGE 23' ± T.O.r g' ± T.O.F O' GABLED DORMER 43' ± SEE ROOF REPAIR SCHEDULE SHEET 54 GABLED DORMER ELEVATION -SOUTH , IRCHI TEC TUBAL I/4'1 11-0" ALL D!MEN51ONS, SLOPES, AND ELEVATIONS TO BE VERIFIED BY CONTRACTOR. FOR ROOF EDGE, SLOPE tKANSITION, AND FACIA REPAIR SEE ARCH SHT A1.1 AND AI.2. PATTILLO ASSOCIATES ENGINEERS -115 GRAND AVENUE P.O. BOX 751 LENW00D SFRINGS, COLORADO 51602 (4170) 4145-9685 (410) 4145-44121 FAX poeglsoprls.net ALL DRAWN AND WRITTEN INFOR AAnON APPEAR % HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OTHERWISE USED rumour TI -E WRITTEN CONSENT OF PATtTLLO ASSOCIATES ENSIIsEERS, INC. GOLORADON ROCKY MOUNTAIN SCHOOL BARN RENOVATION 1443 Ciouwrt ROAD 106 CARBONDALE, COLORADO t DRAWN BY: MJB PROJECT EN& KAA CHECKED BY: RMP SCALE: AS SHOWN DATES: 10/23/02 REVISION' PROJ. NO. NIM 1055 SHEET (rCi 1KIND N) 12 66, T.O.FRMG 44'-O" 1-2x8, TIGHT FI T REQUIRED, TYP U.N.O., NOTE: TIMBER CENTER POST NOT SHOWN NOTE: REMOVE ALL EXISTING FLOOR JOIST EXCEPT CONT GNTR JOIST, AND REPLACE WITH NEW JOIST PER PLAN. REMOVE AND REPLACE ONE AT A T1ME. NOTE: REMOVE (E) DECKING AND REPLACE W/ -i" EXTERIOR GRADE PLYWOOD WITH WEATHER PROOFING. SLOPE PER AND FUR PER PLAN. T.O. FRMG 42'-O" (E) 2-2x8.. T.O.PLY ida 42'-0" ADD 2-L54O's TYP, EA. END :rl :1' ADD TWO EXHAUST FANS AND A ATTIC ACCESS HATCH. THESE ARE TO BE ADDED WITHOUT DISTURBING THE 2X8 GRID SHOWN. ALIGN 2x8 N 1—BLKG WJ VERT-\ 11 STUDS TYP, U.N.O. ell tin. (E)2 -2x5- • 2 -2x8... 2 NEW -2x8 ABOVE AND (E) 1-2x8 BELOW, SEE SECTION E 'LAN — ELEVATION 42'—O" CUFULA FLOOR 1/2" = I'-0" NORTH (E) 2X4 RAFTERS 24"O.G. (E) 2x4 I BEARING WALL FLAN — ELEVATION SO', UI~'PER ROOF 1/2" = 1'-0" FRAMING PLAN NOTES I. See 51 for Symbols Legend, Abbrevlatlons, and Genera! Notes. 2. All Rafters and Beams (except lookouts) shall be placed plumb. 0520 STRAPPING WV2-Bd NAILS EA. STUD, TYP ON FOUR SIDES NORTH ISQNfETRIC CROSS SRAGINC VIEW QF CUFULA 1/211 = 11_011 NORTH ADD NEW PLYWOOD DECKING WITH DECKING WEATHER PROOFING. PROVIDE SLOPED SURFACE TO INSURE WATER WILL NOT POND, COORDINATE AVROOFER. T.O. FRMG 44' (E) 2X4 RAFTERS 24"0.C. 10± 12 ick T.O.RIDGE S0'± \s" ADD U-STRA PPING ® EA HIP RAFTER -TIMBER POST CON. USE SIMPSON COILED STRAP C5 20 WITH 3-8d NA /L EA SIPE. ALTERNATE- MAY USE 1-4" LONG #(0 SCREW EA HIP RAFTER SCREWED THRU 2X INTO TIMBER. NOTE: FOR ALL CONNECTIONS OF NEW COMPANION TO EXISTING MEMBER USE MULTI -PLY BEAM STANDARDS RE: SHEET 51 (EJ 7",p LOG POST (E) 2-2x4 TENSION `Nr RING REMOVE EXISTING 2x6, 4 PLACES //(E) 2x4 STUDS 24"0.C. -� (E) LOUVERS TO .BE RECONSTRUCTED TO MATCH ORIGINAL LOOK ADD CONT 2-2x8'9 NEN 2x8 FLR JOIST PER PLAN T.O.CUPULA DECK 41-1 2' ± ADD BLOCKING RE: PLAN USE FURING ON TOP OF NEW 2X8's TO RAISE AND SLOPE NEW DECK, TO INSURE ORA (NAGE. (E) 2x8 SECTION I" = 1'-0" RE: 5HT S6 ALL DIMENSIONS, SLOPES AND ELEVATIONS SHALL BE VERIFIED BY CONTRACTOR E AT CORNERS ONLY, ADD STRAPPING 6} EA RAFTER -2X4 POST CONN, AND EA 2X4 POST -COMPRESSION RING CONN. USE SIMPSON COILED STRAP C5 20 WITH 3-8d NAILS TOP AND BTM. 2-2x& COMPRESSION RING ATTIC X -BRACING PATTILLO ASSOCIATES ENGINEERS 715 GRAND AVENUE P.O. BOX 151 GLENYV000 SPRINGS, COLORADO 81602 (110) 145-1615 (170) 145-4121 FAX pas@sopris.net .ci.03MOns cam "':*:Mt ALL PRAWI MD MITTEN INFORMATION APP¢ARIN5 HEREIN SHALL NOT EE DLPLIGATEP, PI5GLOS€P, OR O1}$tY.5E USED WITHOUT THE WRITTEN CONSENT OF PATTILLO A55'OATE5 EJs!) , INC. COLORADO ROOKY MOUNTAIN SCHOOL, BARN RENOVATION I4 3 COUNTY ROAD 106 CAR.BONDALE, GOLORAQ0 DRAYYN BY: MJ5 PROJECT ENG: KAKI CHECKED 13Y: RMP SCALE: A5 SHONN DATES: 10/23/02 REVISIONS PROD. NO, MMI088 SHEET TITLE UPPER LEVEL FRAMING ELEVATION AND PLAN ..... (E) 3-2x8 BEAM 1 (E) 2x8 (E) 2x8 u (E) 2x& SEE SHEET 562 FOR UPPER LEVEL FRAMING ADD 2x8 TYP (E) 3-2x8 BEAM u (E) VERT 2x8 , 4 PLACES (E) 2x8 FLAN - ELEVATION 34'-0" MIDDLE ROOF 1/2" = ILO" FRAMING PLAN NOTES 1. See 51 for Symbols Legend, Abbrevlatlons, and Generai Notes. 2. A11 Rafters and Beams (except lookouts) shall be placed plumb. NORTH T.O.BEAM 34' ± 3"x3"At," x 0"-5" 5TL ANGLE EA SIDE, WITH 2-6" DIA BOL T5 THRU COMPAINION RAFTERS. USE 2 - !" x 4" DIA LAG SCREWS EA SIDE FOR CONN TO 3-2X8 BEAM. 111 TYP , iI*,t=1 » I (E) 3-2X8 BEAM, TYP WHEN BOTTOM OF LVL 15 HIGHER THAN BOTTOM OF STEEL ANGLE, USE THE "LONG ANGLE" CONNECTION DETAIL FACE GRAIN DIRECTION ADD SHEAR GUSSET PLATE 8"X7"X34" THICK TO ONE SIDE OF (E) 2X8. USE 8 -8d NAILS SPACED EQ EA 5IDE. TYP LET,AIL- (E) 3-2x& TO NEk1 COMPANION RAFTER STANDARD GONNEGTION 1" = 1"-0" ADD SIMPSON A34 FRAMING ANCHOR TO (E) 2X8 RAFTER AND (E) 2-2X8 COMPRESSION RING. ONE SIDE ONLY. TYP FACE GRAIN DIRECTION ADD SHEAR GUSSET PLATE 8"X7"X" THICK TO ONE SIDE OF (E) 2X8. USE 8 -8d NAIL5 SPACED EQ EA SIDE. TYP (5) 3-2X8 BEAM, TYP DETAIL- (E) 2x8 RAFTER TO (E) 2-2x8 GOMPRE5510N RING "=1'-0" (E)2x8 RAFTERS 24" O.G. WITH NEW 2X6 COMPANION RAFTERS OR FIRRING AS REQUIRED (E)2x8 RAFTERS WITH NEW COMPANION RAFTERS, ® 24" O.G. TOLE/LINO 28" ± NEW THRUST R1NG, NEW BRG WALL, NEW OVERFRAMING AND NEW PERIMETER ROOFING NOT SHOWN, SEE 5HT 510-512. (E) 3-2x8 COMPRESSION RING. T.0.13: AM 34' ± (E) 2x4 IfT.0.GUPULA PECK EL 42' ± XX / TYP / / NEW 2X8 / / / / / RE: SHT 57 XX RE: SHT 57 UPPER FRAMING NOT SHOWN SEE SHT 56 GUT (E) RAFTER FOR 3'f LEVEL SEAT AND ADD 2X4 KICK 5 i KUT T.O.BEAM 34' 3"x3"xi" x 0"-10" 571 ANGLE EA SIDE, WITH 2-6" DIA BOLTS THRU COMPAINION RAFTERS. USE 2 - i" x 4" DIA LAG SCREWS EA SIDE FOR CONN TO 3-2X8 BEAM. SHEAR GUSSET PLATE NOT SHOWN, SEE DTL G rl FOR TIGHT FIT SHIM JOINTS BETWEEN (E) 2X8 RAFTER AND (5) 3-2X8 BEAM. (E) 3-2X8 BEAM, TYP BLANK HOLES NOT USED DETAIL- (E) 3-2x6 TO NEAL GOMFANION RAFTER "LONG ANGLE" GONNEG TION I" = I v -O it CNTR NEW BEAMS IN STRUCTURE NEW HORIZONTAL COMPRESSION MEMBER (E) ATTIC BRACING �/ / �., N. N \ N .. N N NEW 2.X8 N r T -r-�• Y '/-- T��T— fit^'— Y —Y""• e^ Y � r SECTION -EAST -BEST 1/4" = I' -O" RE: SHT 58 (E) 3-2x8 COMPRESSION RING NEW 2X8 RE: SHT 57 \,____j/SIM PATTILLO AssocIATES ENGINEERS 715 GRAND AVENUE P.O. BOX 751 GLENWOOD SPRINGS, COLORADO 81602 (0170) 0145-016015 (017o) 0145-40121 FAX paeosaprls.net A11 DRAM AND ALIT EN IIC-ORMATION, APPEARING, HEREIN SWALL NOT BE DUPLICATED, DISC-L.05ED, OR OTHERYNSE USED 4UTI-OlIT 11-E WRITTEN CONSENT OF PAITILLO ASE CIATES DOWERS, INC. COLORADO ROCKY MOUNTA I N SCHOOL. BARN RENOVATION 143 COUNTY ROAD 106 CARBONDALE, COLORADO DRAWN BY; MJB PROJECT ENG: KAW CHECKED BY: RMP SCALE: A5 SHOWN DATES: 10/25/02 REV I S IONS 1 SHEET TI TLE M1DOLE LEVEL FRAM ELEVATION AND PLAN .40 66, T.0.3 TEF wtl VARIES SEE 51-1T 53 TYP ANCHOR BOLT TYP SPACING _1 0 AFFROX EDGE OF CEILING ADD 2X4 HORIZ t•UTS AT EA COMMON RAFTER. TYP NORTH AND SOUTH 1 ' x x NI Nt 1.... NI N • • •I• s- (E)2xt3 ........,......,*..........,,,......y...,....................,............,"..."." ....- - 1 C CNTR NEN BEAM IN STRUCTURE 1 1 (E) RAFTERS JAI/ NEN COMPANION RAFTERS I ..__1:.._.c •• •• • I S (E)2x5 i.z.i (E)2x0 ...-..±.------ :.$• :1 x •-""----44-- N .::,i,—._______..................w........._ ••• ADO 2-q14" LVL 11. (FLAT) — 1 117'1 n qkN API? 2X4 HOR Z STRUTS A T THE jk.D . "st --I LOCATIONS SHOIAIN. AT 2X5 --t • .i]---c"\I LOCATION, STRUT NOT REQUIRED, flCN : LU c) SPLICE 2xe, ONLY. RE: DETAIL L. 7.C.1-13 (E)2xe, (E)2x& (E)2 X13 APPROX CS 20 STRAP WM/ N b-IOd NAILS EACH END z 9 • -7.-mmimi EDGE OF 6EILINS (E) 2x4 24"0.C. JOISTS TYP, U.N.O. tETITTII 51-0" ADD 2 -c114 " LVL (FLAT) -1- s""•••"""•••"'",.;"•?IfL"-.`.:•:=....--- c (. 7'"7 •E OF ROOF 1 7 La" FLAN - ± 2& ALJE2ITORIIJM OEILIN6' I/4" " 121-0" I I 1114111 TYP HOW DOWN ANCHOR BOLT fl n H A 3- TYP ANCHOR BOLTS SPC EO 3- TYP ANCHOR BOLT SPC EQ / NORTH " tl ELEVATION - SE CORNER SHEAR IAIALL 1/4" ,--- ('-0" RE: 5HT 510 L q" HIN COMPANION RAFTER (E) RAFTER 244" LVL CONT FULL SPAN ADD BLOCKING 40"0.C. FOR L VL SUPPORT 5E0 T1ON 3/4" = I -0 " RE: SHT 5 ATTACH NEIAI SPLICE 2x4 JA&S-Ibd NAILS ON EACH SIDE OF SPLICE. SPACE EQUALLY, TYP NEW 2x4 2-2x4 (E) 2x4 r 24"0.C. 2-qkf" LVL CONT FULL SPAN BLOCK BETWEEN (E) 2x4 AND NE JAI 2x4 JAI/5 BLCOKS MIN, THICKNESS VARIES T.0.6x5 BEAM 1-1 16 '_q" NOTE: PO NOT PENETRATE VENEER FACE Pi/NAIL HEAPS SHIM FULL HEIGHT BETWEEN ENDS OF NEN 2x4 AND (E) 2x4 FOR TIGHT FIT RE: SECT/ ON J FOR NOTES NEIN 2x4 ETA 1L 3/4" = 1'-0" RE: SHT SECTION 3/4" = ('-0" MIN 3-2x6 EA SHEAR NALL JAMB T. 05 TEP '7' VAR/ES SEE 5HT 53 *1111 fi _ _ L • 4 11_,Lt $ RE; SHT & SIMILAR 3 '-0 " TYP CENTER ON SPL ICE NEN 2x4 • 4-till1111-11-1111 ;I -I -1111H !ri CS 20 STRAP N/M/N 6-10d NAILSEACH SIDE (E) 2x8 (E) 2x4 24"0.C. SECTION 3/4" = P-0" (E) 2x4 24"0.C. CLG JOISTS u 4 • • $ Se. I FL 'IA1000 SHEATHING ONE SIDE, NI/ BLOCKED EPSES, ed 4" O.C. ALL EOGES, 12"0.C. FIELD 4 HTT22 HOW DOWNS EA SHEAR WALL JAMS JAI/32-16d TECO NAILS(n1.6's OR Ibd SINKERS) AND N!, " ANCHOR SOLT5 1VADHE5I VE RESIN (NIL TY 1-1l150) EMBEDMENT INTO CONC PLYNTH ELEVATION - SHEAR AALL 1/4" = I'-0" RE; 5NT 5(0 RE: SHT EDGE BLOCKING BETJAIEEN STUDS MAYBE 2x4 FLAT BLOCKING FOR 7YP ANCHOR BOL T SIZE ANL? SPACING SEE SHT 512 2-2x4 PATTILLO AssocIATES ENGINEERS 715 GRAND AVENUE P.0.150X 151 GLENWOOD SPRINGS, COLORADO 84702 (4170) (445-0[6q5 (c110) 0145-40121 FAX poe@soprls.net 4C:5. ALL DRA,AN AND ARMEN 114FM/LAT1ON APFEARNS HEREIN SHALL NOT ISE DIPLICATIED, DISCLOSED, OR o:1' MED KNOUT "RE ARMN COT PATTILLO ASSOCIATES ENSIN3SR5, COLORADO ROCKY MOUNTAIN SCHOOL. BARN RENOVATION I4ci9 couNno RoAr7 logs CARBONDALE COLORADO DRAWN EY:SJS PROJECT ENG: KAN CHECKED BY: IRMP SCALE: AS SHOWN nATES: 10/23/02 !REVISIONS • PRO...1. N. MMIC188 SHEET T I TLE Ayr?! TORI UM LEL FRAM I Nt9 PLAN SHEr fE D • • • (E) 6x8 HT tSZI ty (E) STRUGT 2-2x8 « .•.....,,(E) 3-2x8 UGT 2-2x8 STRUT • FOR CONN A T TOP OF NEW COMPANION RAFTER TO (E) 3-2x6, SEE DETAIL G ON SHT 57 EXISTING BEAMS AND BRACING FOR SUPPORT �h OF AUDITORIUM CEILING NOT SHOWN FOR CLARITY RE: SHT S8 (E) 3-2x& FLAN - ELEVATION 34' +- LOAER FROOF FRAMING 1/4" = 11-0" FRAMING PLAN NOTES f. See 51 for Symbols Legend, Abbreviations, and Genera! Notes. 2. All Rafters and Beams (except lookouts) shall be placed plumb. NORTH 1✓ 2 dzi TiNA{ (E) 2x8 24"0.C. TYP, U.N.O. ADD (4.%'" LVL COMPANION TYP, U.N.O. -4 RE: 5HT 5 O FOR NEW T5 THRUST RING ADD BLOCKING BETWEEN (E) JACK RAFTER WITH NEW COMPANION RAFTER, TIGHT FIT. FOR BLOCKING USE 2X815. ATTACH TO (E) RIDGE RAFTER WITH 6-16d NAILS SPACED EQUALLY PER BLOCK, MdN, (E) JACK RAFTER WITH NEW COMPANION RAFTER. ATTACH COMPANION JACK TO RIDGE WITH 3-I6xi TOENAILS. (E) RIDGE RAFTER NOTE: REQUIRED BLOCKING ON OTHER SIDE OF RIDGE RAFTER NOT SHOWN SECTION JACK RAFTER TO R / GE CONN 1/4" = 11-0" RE: SHT SG NORTH PATTILLO AssocIATES ENGINEERS 715 GRAND AVENUE P.O. BOX 751 GLENWOOD SPRINGS,. COLORADO 51602 (170) 145-.1615 (170) q45-4.121 FAX paeasoprls.net S ALL I7RAYel AND �^RITTEN INFORMATION APPEARJ) NEIN SHALL NUT BE DUPLICATED, 1015GLOSED, OR On -ERASE VSED 1411-1 IiT THE 42.111-134 copeerr OF PATTILLO A55OGIATE5 ETI6INEER5, INC. JP COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION 1443 COUNTY ROD 106 CARBONDALE, COLORADO DRAWN BY: MJB PROJECT ENG: KAW CHECKED BY: RMP SCALE: AS SHOWN DATES: 10/23/02 REVISIONS PROJ. NO. MMIO88 SHEET TITLE LOWER LEVEL FRAMIN& AND SECTIONS SHEET OF: 12 3-2x8 Qf z SHEAR WALL 17'-6 1/2" OF STRUCTURE 151-011 ADD BEARING WALL USING DBL TOP PLATE AND SINGLE BTM PLATE. VERTICAL BEARING WALL STUDS SHALL BE SINGLE 2x6's EXCEPT AS NOTED ON PLAN. STUDS TO BE LOCATED VERTICALLY UNDER NEW COMPANION RAFTER. 101-011 FOR BEARING WALL STUDS USE 2-2x6 15'-01I 61-0" SHEAR WALL 12'-1! 1/4" 1-01' 101-0" SHEAR WALL 51-5 I1 ^HERE OPENINGS ARE REQUIRED IN THE INTERIOR WALLS PROVIDE 3-2X6's FOR THE HEADER AND DOUBLE TRIMMERS ON EACH SIDE HH 512 ADD 14"(P SOLID STL RODS, 10 PLACES 5HEAR WAL, ADD VERTICAL SUPPORT FOR RODS, REQUIRED G PLACES 3-14" LVL FACE OF COL, TYP SHEAR WALL 241-0 1/2" ,Z4' ti 2'-O " �+b 3-14" VL uo 3-14" LVL FOR BEARING WALL STUDS USE 2 PLY 2x6 15 `-0" 15'--0" ck OF STRUCTURE FLAN- AUDITORIUN4 CEILING FLAN -BLEU' 16'-0" 1/4" = 11-011 x SHEAR WALL 5'-10" 2'-0" LA 0 NORTH Ls)° - 4 `PLACES PERIMETER ROOF NOT SHOWN RE: SHT 511 EDGE OF RAFTER REMAINS IN CONSTANT POSITION EDGE OF TUBE REMAINS IN CONSTANT POSITION N"x6"x63/'_ BACKING R THRUST RING PERIMETER ROOF NOT SHOWN RE: SHT 511 NEW COMPANION RAFTER RE: SHT S4 / / i / T.O.B1RDSMOUTH SET BY CONTRACTOR VARIES USE h"P LAG BOLTS TO ATTACH SUPPORT PAL TE TO (E) 6x8. SUPPORT PLATE SHALL BE CENTERED IN BAYS BETWEEN RAFTERS AT A MIN OF 41-0" SPACING. CONTR TO VERIFY PLATE LOCATIONS BEFORE FABRICATION. M1N 3" MIN / ADD SHIMS AS REQ'D Ir -7" ADD ." 05B. NAIL AT 6" 0.C. TO UNDERSIDE OF 6X& AND TOP OF BEARING WALL. - BEARING WALL RE: PLAN RE: PLAN, AND SECTIONS EE AND FF FOR NEW INT WALL SHEATHING AND SHEAR WALL BLOCKING AND NAILING. SECTION- NEAR CORNER CONDITIO ' �� 1 1/211 - 11-011 RE: SHT 510 T.O.RAFTER T.O.5TEEL w ti SHIMS T.O.BEAM STEEL ROD VARIES 4°•., MAX EX1ST 'G bx& BM , PERIMETER ROOF NOT SHOWN RE: 5HT 511 2'-3" BEARING WALL RE: PLAN SECTION -NEAR Iv111)DLE CONDITION .AA 1 1/2" = 11-0" RE: 5HT 510 TH15 END TO BE LOCATED - ABOVE AUDITORIUM CEILING !N ATTIC ASSEMBLY SHALL HAVE 200 LB CAPACITY. CONTRACTOR SHALL SUBMIT ASSEMBLY TO ENGR FOR APPROVAL PRIOR TO INSTALLATION ELEV + 2G' -O" WIRE ROPE ASSEMBLY TO SUPPORT '0 SOLID STEEL ROD LOCATE ASSEMBLY AS SHOWN ON PLAN ELEV Ib" -0"I SEGTIQN- /ERTIAL SUFFQRT FOR TENSION TIE ARID ,'m RE: 5HT 510 NO SCALE p �"x4"x©'-S" 1-L "0 A307 BOLT TOP ' BTM " M1N .�" MAX FLAN YEAr 1P11111— TACK WELD NUT TO INSIDE OF TUBE ELEVA Ti ON DETAIL-51=LICE CONNECTION AT THRUST IRINc� 1 1/2" - 1'-0" RE: 5HT 510 j THRUST RING !E ;41,x4 "xO'-B 1` W/ "(P A307 BOLT TOP ' BTM DETAIL -CORNER CONNECTION AT THRUST RING 1 1/2" = 11-0" RE: 5HT 510 THRUST RING %4"x11 -2"x 6" 5TL PLATE DETAIL -SUPPORT FLA TE 1 1/2" = 1'-011 RE: SHT 510 PATTILLO AssoclATEs ENGINEERS 115 GRAND AVENUE P.O. BOX '751 GLENWOOD SPRINGS, COLORADO B1602 (9-T0) 945-9695 (G110) 945-4921 FAX pae@sopr1snet ALL DRANK AND NFZFTIEN INFORMATION APFFAR1N6 I-eZEIN SHALL NOT Be LUPLICATED, 0I5GLQS , OR 011150•415E 1' USED 111140UT THE NRJTTEN CONSENT OF PATTILLO A550CIATE5 E1,1641EM5, INC. zr COLORADO ROCKY 1OUNTA I N SCHOOL BARN RENOVATION I 4419 COUNTY ROAD 106 GARBONDALE, COLORADO DRAWN BY: MJB PROJECT ENG: KAW CHECKED BY: RMP SCALE: AS SHOWN DATES: 10/23/02 REVISIONS PROJ. NO. MMI058 SHEET TITLE STEEL THRUST RINGS, PLAN AND PETAILS 1/4 f SHEET OF: 12 T.O. RE: PLAN 5HT 511 EXIST1N6 2X4 RAFTERS 24" O.G. W/ NEW COMPANION 12 a 1 1 1 1 12 1217 EXISTING 2X6 TIE ADD 2xb TIE AT EA RAFTER SECTION 1/4" = I' -O" RE: SHT SI1 ADD 2x6 TIE A T SAME SPACING AS RAFTERS EXISTING 2x4 RAFTERS WITH NEW COMPANION RAFTERS FAS TING 2X4 FLARE @ 24" O.G. NEW 2x6 COMPANION RAFTER (E)2x4 RAFTER 24"0.6. — NOTE: EXISTING CEILING 15 SUPPORTED WITH 2X6'5 ®16"0.G. WHICH ARE COMPLETE INDEPENDENT OF THE ROOF STRUCTURE SECTION 1/4" = 1'-0" RE: SHT 51I \\N NOT SHOWN: APP A35 CLIP FOR 2x6) RAFTER TO PLA TE CONNECTION 4111k111161\4\ 2x6 TIE ADD A35 CLIP FOR TIE TO PLATE CONNECTION DETAIL - CONNECTION AT TIE( 11/2" = 1'-0" RE: SHT 51I FLAN - ELEVATION 16i-0"± FERIMETIR ROOF FRAMING k 3/16" = 1'-0" NORTH FRAMING PLAN NOTES See 51 for Symbols Legend, Abbreviations, and General Notes. 2. LVL = Laminated Veneer Lumber. See 51 For General Structural Notes and Mufti -Ply Standards. 3. (FT) = Flush Beam to top of Joists/rafters. (]=B) = Flush Beam to bottom of Jolsts/rafters. (x) = Exposed Beam below Joists/rafters. 4. All Rafters and Beams (except lookouts) shall be placed plumb. (E) 2x4 RAFTER WITH NEW COMPANION. FACE NAIL COMPANION AT TOP PLATE EXISTING LOG POST—' EX1ST'G 2x4 FLAIR DETAIL - T7'F GOMFANION TO TOF PLATE CONNECTION 111 = 11-0" RE: 5HT 511 NEW 2xX6 RAFTER 24"0.C. 12 ± 12 (E) 2x4 RAFTER 343" x 4" LAG SCREW 2x6 RAKE CUT CRIPPLE STUDS ® 24"0.C. (MATCH RAFTERS) NEW 2x6 CLG TIE 2x4 CLG JOIST TOENAIL CRIPPLE STUDS TO DBL TOP PLATE L?ETAIL - CONNECTION EAST DOIRMER 6RG ',NALL 3/4" = l'-OII (E) FLOATING" 2x6 E'5 12 RE: SHT 511 (E) 2X4 RAFTER NEW 2xX6 RAFTER 24"0.C. SOUTH 51DE BEARING CONDITION, CRIPPLE WALL 15 DIRECTLY UNDERNEATH TOP PLAT TYP BEARING CONDITION,NEW STUDS 24"O.C. (DIRECTLY BELOW COMPANION RAFTERS) DETAIL - CONNECTION I@ V ESTDORMER ERG J TALL r`S�, 3/4"- 1rO„RE: 5HT 511 \ } SIMILAR T.0J 6' ± TYP T.D. E g' ± 1 NO STRUCTURAL REPAIR READ AT DORMER (E) HEADER, V.I.F. 'ts OVERFRAMI NG SEE SECTION T SHT 512 5:12 4. — 1 1 1 1 1 1 1 1 1 111 r4.1 T.O.E / 7YP 1 1 1 1 1 1 1 1 1 1 1 1 H 12:121 OVERFRAMING SEE SEC T1ON T 5HT 512 OVERFRAM1N6 SEE SECTION T SHT 512 /. /. UPPER, MIDDLE, AND LOWER ROOFS NOT SHOWN, SEE 5HT 56 THRU 5Q 12:121 EINEM MHO H --1 _L—_ TYP OVERFRAMING RE: ARCH rrl 5:12 I1-4" TYP PATTILLO ASSOCIATES ENGINEERS 715 GRAND AVENUE P.O. BOX '751 GLENYOOD SFR ING5, COLORADO 51642 MIO) 945-9695 (c110) 945-45121 FAX pae®soprIspet ALL DRAM AND I R1TTEN IhFGR11AT1ON APPEARING HEREIN SHALL NOT I£ DUPLICATE:), DisaosED, aR 01115341EE USED YUTHOUT nIE WRITTEN C.OT ]IT OF PATT1LLO ASSOCIATES EN61NEERS, INC. 'COLORADO ROCKY MOUNTAIN SCHOOL BARN RENOVATION 1443 COUNTY ROAD 106 GARS30NDALE, GOLORAn0 DRAWN BY: MJB PROJECT ENG: KAY CHECKED BY: RMP SCALE: AS SHOWN DATES: 10/23/02 REVISIONS FRG..;. 'r:O '--„A,IGat SHEET TITLE PERI ROOF FIRM& PLAN, NOTES AND DETAILS SHEET OF: 12 NAIL 2xb CONTINOUS BLOCKING, USING Ibd's b"0.G. 12 TOE NAIL 2xb INTO NEW COMPANION RAFTER USING Ibd'S. 4"-3" 7 EXISTING 2X5 RAFTERS \ W1TH NEW 2X10 LSL COMPANION NEW OVER FRAMING, WITH 2X6 RAFTERS SPACED AT 24" O.G. USE THE SAME PLYWOOD AND ROOFING MATERIAL AS GALLED OUT FOR PERIMETER ROOF PROVIDE A35 CLIP STN EA RAFTER, 2x4 FAG/A TO 2x4 FL EXISTING &X8 NAIL PLYWOOD SHEATHING TO 2xb CONTINOUS FACIAL BOARD, USING 80'5 @ b"O.C. NAIL 2x4 -PL TO SHEATHING W/8d b" O.G. NEW MFR WOOD I JOIST ig 24" O.G. JOIST TO BE TRUSS JOIST MACHILLIAN TJI/L45P OR EQ. JOIST SHALL BE 14" IN DEPTH. JOIST RESTS ON MIN 2X BOTTOM PLATE. ADD BLKG PER JOIST MFR REQUIREMENTS NEW 2X4 POST W/ DOUBLE TOF PLATE. MATCH SPACING OF NEW I JOIST @24"0.6. PROVIDE A MIN. OF 2.5" OF BEARING FOR NEW 2X4 POST ON TOF OF EXISTING INT LOG WALL EXISTING INTERIOR LOG WALL T.0.bx8 BEAM 16'-R" t T.O.STEP vlj VARIES SEE 5HT 53 NEW %" EXTERIOR FLYWOOD WITH NEW ROOFING MEMBRANE AND NEW METAL ROOF EXISTING 2-2X4 RAFTER --EXISTING 2X4 POST SECTION 3/4" = 1'-O" RE: SHT 511 EXISTING WOOD FLANKING EXISTING 2X4 POST EXISTING ATTIC INSULATION EXISTING LOG BEAM (E) 243 RAFTER IN/COMPANION (E) bx8 SECTION 16" = 1'-0" RE: 5HT 510 4'-0" MAX SPC (E) RAFTER WITH COMPAINION RAFTER ADD BLKG PER JOIST MFR REQUIREMENTS ADD WEB STIFFENER BOTH 50E5 PER MFR REQUIREMENTS IIT 1 \TRIM AND FINISH JOIST ENDS PER ARCH, 1/51NG MFR GUIPLINES ADD 2X4 BEARING BLOCK (NT FINISH NOT SHOWN, RE: ARCH ONE OR TWO PLY BEARING WALL VERTICAL MEMBERS, RE: FLAN SHT 510. 5HEAR WALL PANELS NOT SHOWN, RE: 5HT 510 AND SECTIONS LL AND KK. ADD" 055 TO ENDS OF 1 JOIST AS SHOWN. SHEATHING TO BE NAILED TO (E) TOP LOG AND ENDS OF ! JOIST. EXISTING INT LOG WALL (E)NT L ----\\.„,_.,,,. I 1 USE HILT/ HY 150 INJECTION ADHESIVE ANCHORS BOLT5, N3" PIA, W/6" OF EMBEDMENT INTO THE CONCRETE. CENTER ANCHOR BOLTS IN 2xb BOTTOM PLATE. T.0,5TEP 7-1 VARIES SEE SHT 53 SECTION " = I' -O" RE: SHT 512 NEW 2Xb P05T ' eji T.O.(E) 6X8 SEAM 16' t NEW BEARING WALL— (E) TIMBER COL 4 T.O.STEP SEE PLAN ON 53 VARIES NEW INTERIOR BEARING WALL 2" MAX. ii 5" MAX. CONTR TO DETERMINE FINAL LOCATION OF COL AND BASE PLATE .4 2" TYP b" TYP I'-0 " ,OETAIL - COLUMN BASE NEW STL COL., PER FLAN NEW STL BEAM, PER PLAN ATTACH DPL 2x PLATE TO 511 BEAM PER NOTES ON SHT 51 12 8 1" NON SHRINK GROUT PACK ELE'V'ATION VIEW "xI'-0"x8 " BASE E W/ 4-%"P ADH ANCHORS (MIN 5" EMBED) AS SHOWN FLAN VI BA/ 11/2" = 1'-0" RE: 5HT 512 SECTION 1/2" = 1'-0" RE: 5HT 510 PERIMETER ROOF NOT 5HOWN RE: SHT 511 . A EXIST'G bx8 BM= b • NEW BEAM RE: PLAN ON SHT 510 SECTION RE: 5HT 512 STEEL ROD MA, 14.1 A .ds Fes* .."e.� JAS y+°a x tks�8 9F CC) PATTILLO ASSOCIATES ENGINEERS 715 GRAND AVENUE P.O. BOX 751 &LENWOOD SPRINGS, COLORADO 81602 (0170) 145-g6Q5 (0170) 0145-4821 FAX 44.paeasoprls.net ALL PRAWN AND WiJTTEN dNPORMAT Gl' APPEARINS I IN SHALL NOT EE c PLICATED, DISCLOSED, OR OTHETZIMISE USED WTHWOUT THEITTEN CONSENT OF PATTILLO ASSOCIATES ENSIMETERS, INC. COLORADO ROCKY MOUNTAIN SCHOOL 5ARN RENOVATION 143 COUNTY ROAD 106 GARSONDALE, COLORADO 1 Ai DRAWN BY: MJB PROJECT ENG: KAW CHECKED BY: RMP SCALE: AS SHOWN DATES: I O/23/O2 REVISIONS wanimismmn SHEET TITLE MISGALANEOU ROOF DETAIL ANC' NOTES