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HomeMy WebLinkAboutPlans20 W 270 N 0 0 10 180 S GRAPHIC SCALE 40 90 E go ( IN FEEL' ) 1. inch = 20 ft. 1) THIS PROPERTY 1S SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SITE PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC. 2) THE DATE OF THIS SURVEY WAS SEPTEMBER 27, 2012. 3) BASIS OF BEARINGS FOR THIS SITE PLAN IS A BEARING OF N62°38'44"W BETWEEN THE EASTERLY CORNER OF LOT 13, A #5 REBAR & CAP L.S. #15710 FOUND IN PLACE AND THE NORTHERLY CORNER OF LOT 13, A #5 REBAR & CAP L.S. #15710 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON 1S U.S. SURVEY FEET. 5) THIS SITE PLAN IS BASED ON THE SUNLIGHT VIEW 11 SUBDIVISION FINAL PLAT RECORDED SEPTEMBER 12, 2001 AS RECEPTION NO. 588199 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) ELEVATIONS ARE BASED ON AN ASSUMED ELEVATION YIELDING AN ON-SITE ELEVATION OF 999.69' ON THE NORTHERLY CORNER OF LOT 13 AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT. NOTICE: ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. i SITE PLAN LOT 13, SUNLIGHT VIEW II SUBDIVISION ACCORDING TO THE PLAT RECORDED SEPTEMBER 12, 2001 AS RECEPTION NO. 588199 COUNTY OF GARFIELD, STATE OF COLORADO 77 i 999 i 5 REBAR & CAP L.S. #15710 (TYP) TBM EL= 999.69' 15" CMP 7.5' PUBLIC UTILITY & DRAINAGE EASEMENT REC. NO. 588199 S' LOT 12 LOT 13, SUNLIGHT VIEW 11 SUBDIVISION, ACCORDING TO THE PLAT RECORDED SEPTEMBER 12, 2001 AS RECEPTION NO. 588199, COUNTY OF GARFIELD, STATE OF COLORADO. t001 PROPOSED HOUSE FOOTPRINT SEE ARCHITECTURAL PLANS FOR SPECS. WY See- P/n / ",asign)4 /o,- Ati ld4 ,-c fi1i re 4v1//3 . PROPOSED IMPROVEMENTS LEGEND PROPOSED FLAG POLE PROPOSED ASPEN TREE PROPOSED BLUE SPRUCE PROPOSED FLOWER GARDEN ri3' DRY SCAPE AROUND HOUSE Inn 1•u1 CONCRETE PATIO'S PROPOSED ASPHALT DRIVE PROPOSED FLAGSTONE WALK LOT 14 EXISTING IMPROVEMENTS LEGEND _Q_GAS MARKER O ELECTRIC METER mELECTRIC TRANSFORMER © SEWER SERVICE © TELEPHONE PEDESTAL wv txl WATER VALVE FIRE HYDRANT 4(0 3o WATER SERVICE © IRRIGATION CONTROL BOX CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA CI 325.00' 120.02' 60.70' 11934' S 47°03'10" W 21009132" C2 285.00' 85.57 43.11' 85.25' S49°04'II"W 17°12'11" \ / / / 5 REBAR & CAP / i L.S. #15710 (TYP.) / / / i 1'P1.'1'''ill.E': SI A11 t.HAT APPROVED *Amato NMI, lE' aliol* JNB & IP #tCrIONS GARFIELD ctitrit r Date /9/26 IOC FY rk)t lectitster IS MU 1, JASON R. NEIL, DO HEREBY STATE THAT THIS SITE PLAN WAS PREPARED BY PEAK SURVEYING, INC. FOR DALE & LISA GRAY, THAT SAID SITE PLAN WAS PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT TS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. 4 PEAK Surveying, Inc. P.O. Box 1746 - Rifle, CO 81650 Phone (970) 625-1954 - Fax (970) 625-2954 www.peaksurveyinginc.com Drawn By: JRN Checked By: NO. Date Revision By JRN That OCT 24, 2012 Computer File: 064-SITEPLAN.DWG DALE & LISA GRAY GARFIELD COUNTY, COLORADO SITE PLAN LOT 13, SUNLIGHT VIEW II SUB. 233 MEADOW WOOD ROAD Project NO. 12064 1 OF 1 0 BIRE-Ii-12-2699 r.iPa -1141-6 / 8" ARCNIECILRPL CRAI.'E 54142E5 1W. 1110. plt7Gt=117' 3 1/8" —0 12 ..r1t. 12I2I 6 III■■ ■111111. 1 ../ll111111■1 1111■u•\� ��IIMMIII1IMI . 11N■1N■t= t_O,PLATh s 1101-11 5/ 8" LVING RCOTC ---8 5f01Z f0 MA101 ENtKv ZEN r O PLY- 100' -0" 12 12 _41■•II■■I■1■■11111111■I■1►_ 1Ft fOPLATh =110' -II 5/8" B - • • @ LIVING ROOM 8_ t,O,PLATh ---109111( 8" N KITCHEN X15TING 99' -3 3/ 4" NOp1- VA11ON EXTERIOR I Iptf PIX11115 f0 HAWS WNW aJ651t12. 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T O PLY= 1001-0" PILL WWI 5f0NE 1115 WDLL 1 GA5 1 1 p11?GZ -'1171-5 I / 8"e EXISTING GRAPE s 97'4 3/ 4" UI1LITY HOOK lP LOCATION W51' N,VA110 1/4"-=1'_0 // t,0 PLATh - 1091-1 1/8.:0 TW. 1,0,PLYss 981 -II" @ OFFICE & MASTER Ix@ CHANNEL LAP WING WITH 6" VEAL SHOWN 1'YP, RI172=118'-I"_ 0 t,O,PLATE°1101- II"e 5EWar( Lk 4 %51 W (e Van LICHI1N6 1YP. �t 0 SLAB -98'_9 9/ 16'__8 STAMP: 0L0Q-6L' C0L6 ) L17919 0 '111-9d9 MIN LS X01 '0'd Th FV1510N5 10/16/12(Pa) 10/19/12(12&L) PAM: 10/ 8/12 PAWN: tH,K, CHECKWW?, Til -1,K C.) � flN Z -0 cm, o � L.--) F_ � N \ S, c SHEET a AI I AI / PIP61: -118' - 0-••- TO PLAT -1081- II" • 10 51-A15-98'- II" 5104f0MTO1 ENTRY 2?. w -Lek VENT WATER FEAIEE VENT 12 p1176 ----117'-5 1/8"e -sum Irnobs_ 6 ..ilIIII■11■11��■�■��► ..Tr11■■■11■1■■1 p amakk._ ..sUIIUmIII■■1■■1•III•1m■I■I■unI\.. ./u■II■1■IIII■■I■I■■1iH Iun■■■IIm■s.. �dl■S1■11■1111■1■IIII■■1■1■■III1■I■MI•■■III■■■k.._ ..i/■11■■■1■111■■11■1■1111■■I■1■■II■SI■I■I■IIII■I■•■I•111... ./■■1■11■111111■11■1■1111■■1I■II■1■III■I1111M■I■1■I■1■■■■■I1111.- PLA 12 109 II @ LIVING DOOM 8 —8 r T,OPLY- 100 -0" 11111111111. i1 ■IIII■■L ./1S •■I■■111. d■1■I■■III■1■11■11S. t O t'LAT>; -1091-11/8" �— @ LIVING DOOM pll?G-1171- 31 / 8" • T.0 ?LY- 98' -II" er—@ OFFICE & MASThp / 50U P1GGE - 18 fa - ,a- 111._ ,�111 I111■b► .r1■■1■ 11111111111111111111111111111h._..l11■I1■I■I 11■I■I111■m.. .i11■1•111■■1U■■11■1■1■�1■■■bi A�1;1■IIII■II■s■11■1111■1■I•■Ila. PIPGI/8 12 T 1/ 4 11-0" SXISTING 6RAIX - 99' 3 3/4" T,O,PLATt -110' -II 5/8" @ LIVING ROOM ;A51" ftwA110\ 7 4" Y , _0TH T,OPLATE -1091-11/ 8" @ LIVING DOOM —e T,OPLY- 98' -11" @ OFFICE & MA9U MID POINt IFIGdff 5TAMPP: -, r` t coO X O CIO c§ g OC) n O z .I Se t_ �\ RV1510N5 10/16/12(P&L) 10 /19/12 (P&L) PAM; 10/8/12 PRAWN; T,N,K, C1 -EC K 17 T,N,K, } C V , 10919 0) ' 2NId dS QOOMNW (C1.101 ) 'JO QOOM MOQVVW “Z N co C\._\._ \\\ 4 \\ 6` c 5NSET OF A,2 A,� GENERAL NOTES \to ' -11/2' -±';0' -0" / 8' -11/2 2'-1" IBxI/`"01OY Mf%1ER MPP.00M ROP & 5-ELf # # # # # 1 DO NOT SCALE DRAWINGS- CONTACT DRAFTSMAN OR ENGINEER CONCERNING DISCREPENCIES OR MISSING INFORMATION. 2 ALL CONSTRUCTION TO COMPLY WITH IRC 2009 AND ALL AMENDMENTS AND ADDITIONS THERETO. 3 ALL DIMENSIONS TO THE FACE OF FRAMING UNLESS NOTED OTHERWISE. 4 EXTERIOR AND BEARING WALLS TO BE 2X6 AT 16" 0.C. UNLESS NOTED OTHERWISE. 5 INTERIOR WALLS TO BE 2X4 AT 16" 0.C. UNLESS NOTED OTHERWISE. 6 CROWN ALL STUDS, JOISTS, AND RAFTERS, CROWN JOISTS AND RAFTERS UP. 7 COORDINATE JOIST PLACEMENT WITH PLUMBING FIXTURE LAYOUT. 8 HOLD ALL PLUMBING TRAPS AS HIGH AS POSSIBLE. COORDINATE WITH CABINET ACCESSORIES. 9 THE PURPOSE OF THESE DRAWINGS IS ONLY TO GRAPHICALLY DEPICT THE GENERAL NATURE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING DIMENSIONS AND SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION. THE DRAFTSMAN OR ENGINEER SHALL BE NOTIFED OF ANY VARIATION FROM DIMENSIONS OR CONDITIONS SHOWN IN THE DRAWINGS. 10 THE MECHANICAL AND ELECTRICAL CONTRACTORS TO FURNISH PLANS AS REQUIRED BY LOCAL BUILDING OFFICIALS. LEGEND CEP INDICATES A FAN THAT VENTS TO THE – EXTERIOR OF BUILDING. INDICATES ELECTRICALLY WIRED, – INTERCONNECTED SMOKE DETECTORS INDICATES CARBON MONOXIDE – DETECTORS – INDICATES DOOR SEE DOOR SCHEDULE – INDICATES WINDOW SEE WINDOW SCHEDULE HOU5� = 2318 5QUAP.I ft t GARAGE = 1072 5QUAJ E I tV PORCH = 96 5QUAM ft f t 2668 (V (c1 \ 0 \ \ \ N 00 P � N :LYW"Ov0P221,14 o") 981-11" iMA5 11.SXIZ' ' ILK 17Y11i-1 • 110 OFF la 7 76' -0" 141-0" \ utitGaverd 14X'25° 105 is; 068 uncovered 9XIZ 7,100 r • . KIfCI-FN :O 0 0 0 {Lrw DISPLAY / 15'-1" / 121-0" / 3o C yo ' 1.200 len 16.=288 LIVING ROOM A' -d x 6'-0" 2',0"x y' -O" C5M1 FIlE12 CSMf me / 3' -0" 1111►�— 14X12 zZy f0, PLYWOOP 100' - 0" 7' -9n,I . MTC/I. POOM� #SSfC £/-b3 &5 :// 3068 / 5'- “4iL1R58 RCP v eo0b; /ad 4'-1" ,I' -II"/ 61-0" / -9" 3'-5"/ 3'-5 16-0" 2'-1" 3'-11" 6' -0" 2'-3" FLOOR PLA\ \ \ t,0 51 -AP @ 6 NTR OF POOR 98' - II" come SXZ6'ZoS0 CSE 267(32 r 832 O 6 a O 6 2x1632� t.0.5LA3 @ POOR 98' - 9 9/16' I2'-O"x81.O' GPRAGc DOOR 9 111-9" 7/ 101-0" ,2' -0" ,2' - 141-0" / 141-0" 1/ 4" = 11-0" 1-0" 12'-0" 161-0" jolt/ C.ty.rye - (072 Ly 7�iP z 321 C 1/S"tee Z 3Z/ acv. fa N1 q6 Walt. Philo 2)3 fi1wAL (05 # toe) 5tAMMl7. / P.O. COX 57 NEW CA5tL , CO 81647 ( 970) 379-8070 MVI510N5 10/16/12(2&L) 10 /19/12 (P&L) 12At; 10/8/12 PRAWN; t,H.K, CHECCEP, t,H,K. »\ 23 MCAIOW WOO7 PV, (1.0f 13) 6L0NW0OP SWING, CO 81601 N nog O C §- 51 Et OF P\, AIS ova -1141-6 1/8" PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION %CLLC writ/ /49 1 X6,,7 t rooF ARCHITECTURAL GRAPE SHINGLES PER OWNER ICE & WATER © EAVES 5/ 8" 0513. PLYWOOD 5HEAIING, 2 X 6" MANUFACIUREL ROOF TRUSS @ 24" 0,C. DESIGN ANL ENGINEERING 3Y MANUFACTURER, N. EL R-3OiNATION, PPO° l3Afl IFR 5/ 8" PRYWALL, PROVIDE ROOF fOP ANL/ OR GABLE SCREENEL VENT5 A5 IQLUREP WA..1.5 STUNG PER OWNER, PULPING WRAP OR EQUAL, II// 22"" CLX PLYWOOL SHEATHING < �-2 " 511105 @I6" 0,C. ( EXTERIOR WALLS) , SLLATION, VAPOR C3ARRIER I/ 2" DRYWALL ft.00Pc SEE STRUCTURAL PLANS FOR FLOOR FRAMING ANL 5LA35 SOU\2A110N 2 X 6" MIN. TREATED SILL PLATES, CONCRETE FOUNPATION WALL, 5EE FOUNLAI1ON WATER PROOF FOUNLAT1ON WAIL BELOW GRAPE, ALL FOOTERS & WALL5 TO BEAR ON LWISft 3EP 501L BELOW 36" FROSTLINE, TOP OF FOUNDATION WALLS TO [3E MINIMUM 6" ABOVE FINISHED GRAPE, VERIFY ALL GRAPES, FOUNDATION WALL HEIGHTS ANL ELEVATIONS NNisii\ON THE SITE, L GRAPES TO MAIN & SLOPE AWAY FROM TRUCTURE, fYP WKL 5 010 PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION Co o 16/12 Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. RII2G% -117'-3 I/8" 12 O.FLY- 100' -0" X1511N6 Gp,AI2 - 99' ,/ 4" 5C-1 0\ 6.% 1/4" - 1'-0" RI% -IIS'- 1" —e farLM-110'- 11_0 1.0�51,At3 _0 5AMP 2: 03o :c`. is4 ,z tz ._ v O ,0. z ,.., st_ T RSV1510N5 10/16/12(1&L) 10 /19/12 (1&L) PAr: 10/8/12 PRAWN: 1,1-1.K CNECKW1. T.N.K. \\ \ ''bio _AO fl D CI=N 075 o V \\\ >-i SHEET OF // // // // // // // // // // 7' /i.\ / \\ // \\ /♦ \\ // // // // // // / • \ r ( 110?. 109'-1 1/8" ) •\ 1 = f l r 0 ( 110?. 109'-1 1/8" ) —J L coz LL _1 L 6/ 12 6/ 12 rtrad PI ( TOr II0'- 11 5/8 ) ( T,D,P. 110' -115/8" ) L 1 ( tar, 109' -1 1 / 8" ) 1' -6"f ( 110?. 109'- I I/8" ) 0 r J Fr_ 1 J ( tar, 106- 1" ) N r c t.0.P. 110'-1 1" ) N K • • • ( 110?. 109'-1 1/8" ) L N c 1,0.19. 109' -1 1/ 5" ) ROOF PLAN J . J L L ( T.r,P. 110'- 1 1" ) 1/ 4" - 1 _0" 5 6/12 PITCH 6/12 1-311C -41-1 -O" 1YP. UNO 51AMF 2: Nr _\S? O Li CO cc:2>< 14 iztzt Z Se t_ MVI510N5 10/16/12<n&L) 10/19/12(12&L) PAM 10/ 8/12 n1?AWN: T.N.K. CFtCKP. T.N.K. PA.GRAY cR �O z.2 fl fl o Ngo\ c76 O V s,' f2 U LI i 51-ar OF 6ENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS I. Design Is based on the 2000 edition of the International Residential Code (IRC.). 2.17esign Live Loads: a. RooP (Snow) 4OPSF b. Residential Floors 40P5F c. Wind 90 MPH Basic Wind Speed 3 second gust 3.AII dimensions, elevations and details on structural documents shall be verified against the architectural documents prior to construction or Fabrication, 4.The contract structural documents and specifications represent the completed structure. The contractor shall provide all measures necessary to protect the structure and existing adjacent structures and utilities. 5.Goordinate all openings through floors, walls and rooPs with Mechanical and Electrical Contractors. Notify Engineer of any openings to be cut In structural systems. FOUNDATIONS 1. Fou - - I- s' - -1- -.- - -d on Solis Report 0112-354A o .- - - . - _ otechnlcal, Inc., dated October 22, 2012. Maximum design soil bearing capacity: 1500 PSF. The Contractor shall review the Soils Report and follow all recommendations therein, Including, but not limited to excavation, site conditions, drainage, backPIll and compaction, slab -on -grade construction, drainage systems, and site Inspection requirements. 2.AI1 footings ore to bear on undisturbed natural bearing materials or compacted structural fill. Gompac.tIve effort for structural P111 shall be In accordance with the Soils Engineer'e recommendations. Bearing eons (natural and compacted) shall be inspected and aproved by the Soils Engineer prior to placement of Footings. 5.Avoid excessive wetting or drying of the excavation, keeping the excavation reasonably free of water during placement of concrete Por footings. 4.6eneral Requirements: a. Foundation walls with backfill on only ono wall face shall have all supporting framing systems or temporary bracing In place prior to placing backfill (unless noted otherwise on plan). b. Backfill on walls with fill on both sides to be compacted In equal lifts each side of wall. CONCRETE AND REINFORCING STEEL I.AII concrete shall attain 5,000 P51 compressive strength within 28 days except as Follows: Concrete for exterior Platwork and arage floors shall attain 4,000 P51 compressive strength wi In 28 days. 2.Use Type 1-11 Portland Cement (ASTM GI50) with 4-6% air entrainment. Concrete aggregate to be normal weight (stone). 3.Perform all cast -In-place concrete work In accordance with "Specifications Por Structural Concrete for Bvlidln s," AGI 501-84, unless noted otherwlee. Provide hot or cold weather protection per AGI 305 or 806. 4.RelnPorcing steel shall conform to ASTM A615: *4 and smaller Grade 40; 05 and larger trade 60 5,Horizontal reinforcing steel shall be made continuous by Zapping bars a minimum of 32 bor diameters at all splices and providing corner bars. Fabrication and Installation oP reinforcing steel shall conform to AGI 315. 6.Provlde accessories necessary to properly supportreinforcing at the positrons shown on the documents. 1.Galclum chloride or admixtures containing more than 0.05% chloride Ions 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 I.AII timber construction (light and heavy) shall conform to American Institute of Timber Construction (AITG) and National Design Specification (NDS) standards. 2,5truGtural Framing lumber shall be Hem-lok Fir, with the following minimum grades: Plates and Studs: *2 Joists and Rafters: 02 Beams, Posts and Timbers 01 9.AI1 sill plates In contact with concrete or masonry Foundation shall be Foundation &rade Redwood or Pressure Treated Hem -Fir *2 or better, designated for "Above Ground" usage as defined by the American Wood Preserver's Institute. 4.61u -laminated members shall be Douglas Fir/Larch as Follows: conform to AITG symbol 24F -V3 or better (Fb ■ 2400 P51; Fv a 165 P51; E • 1,800,000 P51), unless noted otherwise. 5.Trus-Joist products shown shall be as manvPactvred by the Trus -Joest Corporation, Boise, Idaho. Trus -Joist products Include: TJI's, L5L (Laminated Strand Lumber) Rim Boards, and LSL Headers. Installation details, blocking, bracing and connections shall conform to the requirements oP the manufacturer. 6.Lominated Veneer Lumber (LVL) shall be designed and Pabrlcated In accordance with the National research Board and the National Design Specification Por wood. LVL's to be 134" thick with the Following minimum working stresses: Fb • 2600 P51, Fv = 285 PSI; E = 1,800,000 P51 1.1Alood manufactured products other than those noted, which have I.G.G. approval, may be used with approval of the Engineer. B. FASTENERS AND CONNECTORS I.AII timber nailing and connections shall conform to IRC. and AITG. Reference IRC. Table No. R602.3(1): Fastening Schedule. 2.Metal connectors for wood Framing are manufactured by the Simpson Strong -Tie Company, connectors with nails shorter than common as follows: 8d x l!4'; IOd x Ila"; I6d x 21,5", unless noted otherwise. 5.Alternato connections and fasteners to those listed above, which hove I.G.G. approval, may be used upon approval by the Engineer. 4.Lag screw connections, Including lead holes, pilot holes, and screw Installation, shall conform to NDS. 5.5olts Por wood member connections shall be ASTM A301 with minimum 115" 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 live loads. 2,Truss manufacturer shall be a member of the Truss Plate Institute (TPI) and Component Manufacturer's Gounc.11. Trusses shall be designed by a Professional Engineer employed by the manufacturer. 3.Lumber for trusses shall be oP the species and grade as required by the Engineer's design. Grade stamp each piece. 4.Manvfacture and Install press-fit metal plates complying with TPI -14. 5.ManuPacturer shall submit shop drawings to Architect for review and approval. Shop drawing shah Indicate truss pitch, span, and spacing; gage, size and location of connectors; bearing and anchorage details, truss -to -truss connections, bridging and permanent bracing details; and all related Items. 6.5ubmIt shop drawings to the engineer Por review and approval. ?.Submit design calculations, bearing the seal oP the Manufacturer's Engineer, with the shop drawings, Indicating especioa and grade of lumber, design loadings, and force analysts oP each member and design 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. 9.5now load duration Factor 1.0 o. Truss top chord dead load 12.0 PSF b. Truss bottom chord dead load 10.0 PSF BLOCKING PANEL BETWEEN JOISTS SEE PLAN 11.1/8" TJI CONTINUOUS OVER SUPPORT A06 POST CAP EA. SIDE PROVIDE POST BASE AS FOLLOWS: ASE66 W/ (1- 5/6" dla EXPANSION BOLT EQUAL TYPICAL NAILS: TJI-TO-SUPPORT IN/ 5- .131" dia. x 2.1/2" MIN., BLK'6-TO-SUPPORT IN/ .151" dia. x 2.1/2" MIN. o 12' 0.G. EA. SIDE (STAGGER) LVL BM. 6x6 WOOD POST SEE FOOTING SCHEDULE EQUAL SEE FOOTING SCHEDULE NAIL BUILT-UP LVL'S W/ 2 -ROWS I6d NAILS 0 12' 0.G. STAGGERED SEE FOOTING SCHEDULE 5" CLEAR I" • 1'-0" NAIL FLR SHEATHIN6 TO BLK'6 IN/ 8d • 4" O.G. TJI SLICE: PANEL 0 48' O.G.- NAIL TO SILL PLATE YV (3) - .151' dia x 2.1/2" (MIN) NAILS TJI IN/ 1/8" x 8" 141 x 12" WOOD FILLER 4:1 EACH BLK'6 PANEL- NAIL TO TJI WEB V4/ 6d ® 4" 0.G. T 4 B IUT-2.06/11 J5T H6R� TYP NAILS- SEE A/51 CRAWL SPACE) 2- *5 CONT HORIZ 7_11/16" PLYIND • • • NOTE: FRAMIN6 NAILED TO TREATED PLATES TO BE NAILED W/ 140T DIPPED 6ALVANIZED OR STAINLESS STEEL NAILS- TYP 1/16" PLYWD - TYP EXTERIOR WALLS TYPICAL GRADE WALL REINF. x cret., holt Soils pert f Phis. /1't Pool 0 ins yeton " t Soo p `. CONT 'LSL' RI MBOARD NAIL PER E/5I 4" DIAL WALL REINF. SEE DETAIL 5/51 �lll II_4IfIII sir WALL SEE PLAN -mac (3 "GLR TYP I" = I'-0" ACE4 POST GAP EA. SIDE FAGS OF GONG OR CMU PROVIDE SMOOTH LEVEL SURFACE FOR TIGHT BEARING TYPICAL 'END POST' NO SCALE GMU ATTACHMENT 316"0 x 2;4" TAPGON ® 16" O.G. A5 MFRS. BY ELGO INDUSTRIES CONC. ATTACHMENT AS PER GMU OR 41/64"0 x 216" LOW VELOCITY POWDER DRIVEN NAIL O 16" O.G. ALL POSTS TO 5E 'TREATED' WOOD AS DEFINED IN GENERAL NOTES. SEE PLAN FOR POST SIZE *4 VERT. G 16" O.G. *4 0 12" O.G.- e -- DIAL *4 x 32"I Ct" ® 16" O.G. 1:-0" 1/16" PLYWD - TYP EXTERIOR WALLS I6d TOENAIL 0 8" O.G. CONT. 2x6 TREATED SILL PLATE IN/ 1/2" dia. ANCHOR BOLTS PER 5/51 EXTERIOR GRADE J CONTACT LAP CONT. TREATED 2x6 PL IN/ 1/2" dia x 5.5/4", ELECTRO -GALVANIZED, SLEEVE TYPE EXPANSION ANCHORS (POWER -BOLT BY POWERS FASTENING, INC., OR EQUAL) - SPACE WITHIN 12" OF OPENIN65 4 BUILDING CORNERS 4 • 4'-0" O.G. MAXIMUM SSEE PLAN NOTE: I/2" dia. EXPANSION ANCHORS MAY BE 5055711)7F-0 ON A ONE-TO-ONE BASIS YY I/2' dia x 10"Lr2" ELECTRO- GALVANIZED ANCHOR BOLTS NOTE: PROVIDE ELECTRO-6ALVANIZED ANCHOR BOLTS WITH PRESSURE TREATED SILL PLATES. PLAIN STEEL ANCHOR BOLTS REQUIRE FOUNDATION GRADE REDWOOD SILL PLATES - TYP SEE PLAN 10" al ,lir4 8" / CONG. WALL SEE PLAN 2x6 STUDS to 16" 0.C.- TYP EXTERIOR WALLS U.N.O. � SEE PLAN TJI CONTACT LAP TYP 10" 4" 5" GLR DONT 1.1/4' x 111/6" L5L RIMBOARD END NAIL TO EACH TJI W/ 6d TOP 4 SOT PROVIDE SOLID ELK'& BELOW BUILT-UP POSTS CRAWL SPACE DWL 4 WALL REINF. - SEE B/51 3 GLR TYP I" = I' -O" HP ATTACH HD TO F'ND IV BOLT A5 SCHEDULED 8" / WALL SEE PLAN STRUCTURAL WALL SHEATHING (1/16' PLYWD)-TYP AT EXTERIOR WALLS - SEE PLAN FOR ADDN'L LOG i • N5 SUILT-UP POST 2 -EDGE NAILS Ei7 ATTACH HD TO FON Vi/ 'NEEDLE -CAPSULE' ADICIVE ANCHORS (MFR• THE POYERS FASTENING GROUP) OR EQUAL PER SCHEDULE .2 #5 CO 4T HORIZ HOLD -Pat ANCHOR (HD) A5 MfR'D BY SIMPSON CO. - 5EE PLAN FOR LOCATION. BOLT TO WILT -UP POST (2-2x6 MIN) PER MANUFACTURERS RECOMMENDATIONS 140 ADHESIVE ANCHOR BOLT DIA. o, I,. HOLE DIA. H0U2-5052.5 5/8' 5.1/2" 11/16" 140U4-50529 5/8' 5.1/2' 11/16" PHD2 5/8" 5.1/2" 11/16" 5/4" = 1'-0" INSTALL ADHESIVE ANCHORS PER ALL MANUFACTURER'S RECOMMENDATIONS. FOUNDATION WALL (REINF. NOT 5HOYt 2-05 CONT. DIAL *4 x 16"(t16" 24" O.G. EXTERIOR SURFACE REINF-SEE DTL 5/51 SEE PLAN 4" / 3" GLR 8" / CONC. WALL SEE PLAN SEE PLAN ROUGHEN GOLD JOINT TO 1/4" AMPLITUDE- TYP, 10" 2- 05 CONT HORIZ 1' = 1,-0" NOTE: FRAMING NAILED TO TREATED PLATES TO BE NAILED W/ HOT DIPPED GALVANIZED OR STAINLESS STEEL NAILS- TYP OVERHANG PLATE 1/8' see ALAN CONT. TREATED 2x8 SILL PLATE WITH EXPANSION' ANCHOR PER 5/51 TJI J5T HSR ITT -2.06/11.55 Y'IALL REINF- SEE B/51 GRAWL SPACE 5EE PLAN olk TYP • 1/16" PLYWD TYP ® EXTERIOR WALLS 2x6 51105 16" 0.0.- TYP EXTERIOR WALLS U.N.O. FLASHI N6- 5EE ARCHITECT • • • 4" 1/8" HARDWOOD SHIM DIAL - SEE B/51 CONTACT LAP 1" • I'-0" 2- *5 x 8" ' WALL LAP (2) -*5 CONT HORIZ STEP LOCATION RE: PLAN 2- *5x I' -O" MIN UNREINFORGED FT& 4 FT6. V4/ BOTTOM REINFORGIN6 ONLY PROVIDE STABLE SLOPE VW UNDISTURBED SOIL 1'-0" 1'-0" MIN TYPICAL FTG. STEP DETAIL TRANSVERSE REINFORCING NOT SHOWN NO SCALE SEE PLAN 14' 5AW GUT em SLAB ri DeP4Y 0_: ,:............. • 111111-IIIIII� i (SLAB DEPTH) • r NOTE, The SAW GUTTING SHALL Be DONE WITHIN 24 HOURS To PREVENT UNCONTROLLED GRAGKING OP THE SLAB AND WHEN THC CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT GUTTING WITHOUT GRIPFING, SPALLIN*, OR TEARING. TYPICAL SAWCUT JOINT TYPICAL CONSTRUCTION JOINT LOCATE UNDER PARTITION WHEN POSSIBLE TYPICAL CONC SLAB ON GRADE DTL'S INTERIOR SLABS-ON-6RADe ( 5.0.6. ) I. UNLESS NOTED OTHERWISE, INTERIORS 5.0.6.'5 SHALL Be 4" THICK CONCRETE SLABS PLACED ON A MINIMUM 4" 'NICK LAYER OP PREF-DRAINING GRAVEL. 2. ALL INTERIOR 5,0.6,'5 SHALL BE REINFORCED WITH 6x6- WI.4xWl.4 WELDED WIRE PABRIG UNLESS NOTED OTHERWISE. OPTIONS REPLACE MESH 1041TH SYNTHETIC PIPER ADDITIVE PER MANUFACTURERS RECOMMENDATIONS AND ENGINEER'S APPROVAL. PROVIDE 13 POUNDS OP COLLATED, FIBRILLATED POLYPROPYLENE FIBERS PER CUBIC YARD OP CONCRETE, MINIMUM. 5. PROVIDE SLAB CONTROL JOINTS MAXIMUM 13' EACH WAY, UNLESS NOTED OTHERWISE ( SEE TYPICAL DETAILS ), 4. PROVIDE PREF-DRAINING GRAVELS AND COMPACTED FILL ( WERE NECESSARY) ACCORDINS TO SOILS ENSINEERS RECOMMENDATIONS. 5. GOMPAGTIVE EFFORT FOR 6RAVELS, STRUCTURAL FILL AND EXISTING SUB6RADES WHICH SUPPORT 5.0.6.5 SHALL BE IN ACCORDANCE WITH SOILS ENGINEER'S RECOMMENDATIONS. SHEATHIN6 NOTES 1. Sheathings shall be American Plywood Association (APA), Exposure 1, G -D plywoode or oriented strand board (0.5.8,) as follows: Floors 25/92" thick, APA rated Stied -I -Floor, 24 0.G., T 4 6 Roofs 15/32" thick, APA rated sheathing, 82/16. Provide Plycllps midway between rafters at unsupported sheet edges. Walls 1/16" thick, APA rated sheathing, 24/0, all edges blocked. 2. Sheath exterior face of all exterior frame walls with APA sheathing unless noted otherwise on structural drawings. 5. Do not block floor and roof sheathing edges unless noted. 4. Plywood Floor sheathing to be glued and nailed to the floor Joists using adhesives conforming to APA Specification AF6-0I and applied In accordance with manufacturer's recommendations. Remove dirt and water from Joists, apply glue to Joists and complete all nailing before give sets. 5. Floor and roof sheathing layout: 6. NAILING Framing Membe7s USE NAILS (Deformed shank) NAIL SPACING COMMENTS a Intermed. Supports o Sheet Edges Floor 8d (.191" e) 12" 6" Roof 8d (.131" 0) 12" 6" Wall 8d (.131" 0) 12" 6" Note: 1. Nall diameter oP .1510 Is equivalent to 8d common or 12d sinker nails. Mechanically driven nails of equal or greater diameter which penetrate the Framing members at least 1.3/4" may be used. CONT 2x6 TREATED SILL PLATE IN/ EXPANSION ANCHOR PER 5/51 100'-O" 11.1/8" TJI-0. WALL REINF- SEE 5/51 CRAWL SPACE CONTACT LAP 3" GLR- TYP 1"-1,-0" 1111 11111 DIAL- 5EE 5/51 SEE PLAN TYP SEE PLAN O 2- *5 CONT HORIZ �PUpttlREG/ i, aski„t dAY Y KURTZ 4 ASSOCIATES, INC. 5012 COUNTY W. 154 GLENWOOD SPRI NGS, COLORADO (910) 945-6305 RESIDENCE FOR DALE 4 USA GRAY 233 MEADOW WOOD ROAD LOT NO. 13, SUNLIGHT VIEW II SUBDIVISION GARFIELD COUNTY, COLORADO DRAWN BY; M.C.E.K. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO,: 12-23 DATE: CONSTRUCTION SET: 11/0-1/12 SHEET TITLE: GENERAL NOTES 4 FOUNDATION DETAILS SHEET: s = TYPE 56'-O" 92'-011 12'-0" 30'-0" 14'-O" 3'-0" 26'-O" 5'-O" 151-0" 151-0" cc \�AN ivy h 1/4* '7I-0" 121-0" -I'-0" Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. sic in a 0 ,s kr< 0 "ibs ® 9'l n <\ �> IL. _ ._. \�' r© \ i u u b. TYNE 991-9.1/4" TF■95'-lo" 2'-0" PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE 6ENERAL NOTES) I II 2 -SPAN - CONT. 1I.'7/8" TJI ® 16" O.G. TN= 99'-9.3/4" TF■951-10" 6" , 11 � r 6 It TIN= '-‘15/4" TF ■95'-10" q9'-1.1/2" T.O. PLY dJ TWa981-9.1/211 (SLAB BR6) TWa99'-q.3/4" TFa95'-10" LVL TW■98'-8.1/4" Tr ■ 95'-611 SIMILAR SLOPE SLAB TO DRAIN SIMILAR C1- L_ SF Q to TWa981-8.1/4" TF ■94'-10" I- 6" 11 3 -SPAN u CONT, 01S-11.-ve"\ LVL TWa991-5" TFag51-10" T.O. PLYWD 981-1I" Il.1/8" TJI L I I J /olb"o. JJ 1 - 1 '-e" I I 1 Jam_ n trt TW■q9'-q.5/4" TPag5'-IO" (1-6" SIMILAR 1 NOTE, ON-SITE SOILS ARE MOISTURE SENSITIVE d WHEN WETTED EXCESSIVELY MAY CAUSE DIFFERENTIAL FOUNDATION MOVEMENTS. SURFACE &RAPING, UNDERDRAIN SYSTEMS 4 LAWN IRRI6ATION TO BE IN ACCORDANCE W/ SOILS ENGINEERS RECOMMENDATIONS. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. JST H6R SCHEDULE N0. NO. DESCRIPTION O SUR -2.1/1I © SUL-2.1/I I 0 SUL-1.81/11 Q IUS-2.06/11.88 DATE : CONSTRUCTION SET: 11/07/12 MIU-1.81/11 6 HUGG-610-505 GONCRETE FOOTING SGHEDULI SIZE REINFORCEMENT L T1=1■981-91/8" TF■94'-10" TW■99'-9.3/4" TF■95'-10" ycr I' -O" 1 T.O. SLAB■98'-10" TWa 98'-2" TFa0151-1011 2 -SPAN CONT. 11.9/B" LVL open. sole 5°i15 vepc,4-4 u tt 4 EDo 'i n tkopeG'{7ar1. )S©o Psf. Fucdt%on 67cwen 4 Acia-0,97.2:7y Westin, Fes psec,4(4,75 REMARKS 2'-0" X 2'-0" X 10" 21-6" X 2'-6" X 10" 5'-O" X 3'-0" X 10" 3'-6" X 5'-6" X 10" 3 - F4 EACH WAY 4-*4EACH WAY 4 - e5 EACH WAY 4 -*5 EACH WAY NOTES: I. Place scheduled reinforcement 3" clear from bottom of footing. 2. Center footings below columns unless dimensioned othorwlse. 12'-0" r IL'l18"� ON (3)-9.1/2" LVL * HSA -10 HDU2- 5D52.5 0 51 T1'i=98'-9.1/81 TF■95'-10" II 111/e" TJI e 16" O.G. T.O. SAB I 98'-9' 4SF.r I Q -0" I' -O" II 10'-3" 14'-O" 32'-0" S4 TW■ 8'-'1.'7/8" TFa94'-IO" T.O. PLYWD IO0'-O" PORCH SLAB 61-0'1 301-0" 6_0" TW=98'-I" TFa94'-10" 141-0" 561-0" 15, g, / 2, .7 7 FOUNDATION 4 MAIN FLOOR FRAM I NQ FLAN 1/4"211-0" PLAN NORTH FOUNDATION AND MAIN FLOOR FRAMIN6 PLAN NOTES: 1. concrete foundation Halle to be 8' thick unless noted otherwise 01.N.0.) 2. Dimensions the sheet are to Face of concrete U.N.O. 9. TW • top of concrete wall. 4. TF = top of concrete Footing. 5. '4 denotes step In top oP wall 6. 5F • Step in top oP concrete Footing. See typical detail 1/51. 1. © designates footing type. See Footing Schedule this sheet. 8. Footings are to bear on undisturbed natural bearing soils or compacted structural fill. 9. HD designates hold-down anchor as manufactured by Simpson Strong -Tie Go. Hd's shown this plan correct studs bearing at this level to the top of the foundation walls. See tical detail 14/5T. 10. Finish grades ore to provide 42" minimum cover for exterior footings, and 12 minimum clearance beneath beams aid 18' minimum clearance beneath Floor Joists. 11. Provide Foundation ventilation In cry as required by IRC. Section R40b and the architect. # t 7 12. T floor Joist (showng Joist spm direction). 19. TJI designates Framing members manufactured by Trus -Joist Corp. or approved equal. 14. LVL = Laminated Veneer Lumber. See Structural General Notes for allowable stresses. LVL's shall be I;4' thick DATUM, T.O. PLYWD (MAIN LEVEL) OF 1001-0" SITE ELEVATION OF 100510' (VERIFY W/ CIVIL ENGINEER'S DRAWIN6S) 15. Floor Joists to be IV TJI/210 unless noted otherwise (O.N.O.). 16. Floor sheathing to be ;4" thick (nominal) tongue and groove plywood (see Sheathing Notes, sheet 5-1). 11, IC --e foist hanger or beam to beam connection. 18. 5:-.-5 designates stud wall supported on the framing at this level. 19. column or post from above that Is supported on Marring at this level. 20. • designates post which supporta framing this level. Post Schedule, 6x6 Timber Post (See A/51) O (2)-2x6 'bid Post' (see 6/51) EO 6x8 2x6 x 24" TREATED SILL PLATE W/ (2)-I/2" dia.� ANCHORS (2)-2x4 'End Post' (see 6/51) bxb Timber Post NV ACE -6 Post Gap each side PG6b POST GAP EA. SIDE 6x8 WOOD POST H6A-10 EA. 51DE z'kfrzWt,S‘ 1874 ,' not,�•� KURTZ 4 ASSOCIATES, INC. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (°70) 145-6305 RESIDENCE FOR DALE LISA GRAY 233 MEADOW 1140012 ROAD LOT NO. 13, SUNLIGHT VIEW 11 SUBDIVISION GARP IELD COUNTY, COLORADO DRAWN BY: M.C,E,K. CHECKED BY: S.J.K. SCALE: A5 SHOWN PROJECT NO.: 12-23 DATE : CONSTRUCTION SET: 11/07/12 SHEET TITLE: FOUNDATION 4 MAIN FLOOR FRAMING PLAN SHEET: S 2 . nitt 9 (V G.I 12'-0" \ \ 29 6/2 n 6/2 N.� SCISSOR TRUSS • 24" O.G. 54 —2 St to HDR 1 • FOR • • O.F. , 56'-0" 50'-0" �f PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR \,____ . AT TIME OF FRAME INSPECTION Tc c- 0 Ya rC, /r/6, /B HDR t WOK -OUT ® 24" O.G. HDR COMMON TRUSS • 24" O.G. LOOK -OUT • 24" O.G. PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION J5T 1-16R SCHEDULE H6R NO. DESCRIPTION 0HU5-26 © SUL-26 © SUR -26 12'-0" 4- SCISSOR TRUSS • 0,F, • (3)-2x8 OR (2)-2x10 NOR (5EE NOTE NO. 11) 6'-0" 1" -111 HDR 14'-0" 5'-O" 2'-O" 11-0" 52'-0" 26'-0" 12'-O" 'T-0" 11-0" 54 .Pr'ec{trcA/ ,amufl+/Pt .9it.ri /5 reyurttS 747972 /trj/eC471 . &Aec4 i Cl/ 414 / /91it4'Y/t t'ainel / ✓ G f ,/9,t/ ryec n . 5'-0" 2'-0"/ /2-0"/ 1'-0" T (COMMON TRUSS • 24" D.G. /2 biN 6/2 54 90'-0" MONO -PITCH TRUSS • 24" O.G. - 9. inNOR C LOOK -OUT • 24" O.G. } 6'-0" 14'-O" L / MONO -PITCH TRUSS • 24" O.G. (5)-11.1/8" LVL HDR / 4/2 r 0 J0 COMMON TRUSS • 24" O.G. 12 77 642 1 1 1 56'-0" / /1-/, n, 7 r� ROOF FRAMING FLAN I/4" =1'-0" PLAN - NORTH /o fl9 /4taS1T ,`rrn/in9' nnee-6m —4 14'-0" 32'-0" 16'-O" LOOK -OUT • 24" O.G. 1 ROOF FRAMING PLAN NOTES I. --f-- r Designates rafter or premanu?actured roof truss, showing span direction. 2. IC—C Joist hanger or beam to beam connection. 5.5 c Wood stud wall below this level of framing. Exterior wails to be 2x6 studs • 16" O.G.. 4. Minimum header size to be 2- 2x6 at .2xt:c.stud Hallseand 1 2- 2x8 at 2x6 stud walls, For exterior HDR see detail A/54. 5. Support headers each end with 2 studs (1 jack + I king) minimum. 6. ■ 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. Pop and HeaQer Support Schedule ® 8x8 Timber Post IN/ Custom Post Cop OE (3)-2x6 (see A/58) ® (3)-2x6 FO (3)-2x6 (see 8/53) © (3)-2x6 (I Jack + 2 Kings) O6 (4)-2x6 (2 Kings « I Jack each side) OD (4)-2x6 (2 Jacks + 2 Kings) 1. LVL a Laminated Veneer Lumber. See Structural &enerol Notes for allowable stresses. LVL's to be 1.3/4" thick unless. noted otherwise. 8. b.L. a blue -laminated timber. See Structural &enerol Notes for AITG designations. Continuous multiple span G.L. beams shall be AITG 22F -V8. 9. 0.F. designates overPraming. At general contractor's request, O.F. to be supplied by truss manufacturer. Alternate O.F., see B/54. 10. Timber beams to be Douglas -Fir No. I or better. 11. (5)-2x8 HDR can be substituted IN/ (2)-2x10 Box HDR (See A/54) - Typical • (9)-2x8 HDR's. 2x6 TOP PLATE POST TRUSS -TO -POST: LSTA-Ie FLAT STRAP 5PLY�GIRDER TRU55 POST 0: PLAN VIEW 3/4" a I' -O" 2x6 TOP PLATE 3-PLY-srLVL I ' H2 -A HURRICANE TIE POST ®: PLAN VIEW ATTACH TRU55 TO TOP PLATE W/1 -16A -I0 ATTACH LVL TO TOP PLATE W/ H6A-10 POST 3/4" c I' -O" 8 KURTZ 4 ASSOCIATES, INC. 5012 COUNTY RD. 154 &LENWOOD SPRINGS, COLORADO (11.10) 1145-6305 RESIDENCE FOR DALE 4 USA GRAY 253 MEADOW W00D ROAD LOT NO. 15, SUNLIGHT VIEW II SUBDIVISION GARFIELD COUNTY, COLORADO DRAWN BY: M.C.E.K. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO.: 12-25 DATE: CONSTRUCTION SET: 11/01/12 SHEET TITLE: ROOF FRAMING PLAN SHEET: