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HomeMy WebLinkAboutPlans)?e�),- 4 Fl w s 94y e- A— I. Z MAIN LEVEL FLOOR QCAI F- 11A" 0 1'_!P' PLAN reen line A R C H I T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com rr Q W� O Z W � �- z �n zU) o - moo. z� W OJ 00 W LU v W 0 cr 000 O Z Z° OO DATE DESCRIPTION 0.17.2013 REVIEW PLAN 0.25.2011 SCHEMATIC PLAN 11.06.201 BUILDING PERMIT SET 12.11.201 LAYOUT REVIEW 1.2.20141 INT. LAYOUT 1.13.2014 KITCHEN EQUIPMENT 2.4,2014 BATHROOM REVISION (' Cote 1' 7 S7c a 9 N o Aiiiiiiiiiii&2 Please Recycle! r EQUIPMENT SCHEDULE ;'::7'TCHEN ID E;SCRIPTION i 101 HOOD 8'-0" WIDE 102 FLAT TOP GRIDDEL 1 33 CHAR BROILER 1 44 SLAMANDAR 105 6 BURNER RANGE 1 66 FRYER 107 OVEN 108 VEGGIE PREP TABLE W/SINK 109 MOP SINK 110 HAND SINK 111 30" X 72" WORK TABLE 3 HOLE SINK/DISH TABLE/SPRAY 112 RINSE 113 LOW TEMP DISH WASHER 114 DISH TABLE 115 SANDWICH TABLE 116 18" X 24" WIRE SHELVING 117 ICE MAKER ..... BAR AND SELF SERVICE ID DESCRIPTION 301 REACH IN VENDING FRIDGE 6 VALVE FOUNTAIN SODA 302 DISPENSER 303 HAND SINK 304 3 HOLE BAR SINK GLASS FRONT REACH IN BOTTLE 305 COOLER 306 4 KEG COOLER 307 ESPRESSO MACHINE 308 BLENDER/DUMP SINK co 4 ARC HITECTS 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com Q `W < 1 Q Zo W U Uc/) �- z 1 z `/) 0 O� O Z r.0 w � 00 O Uw Wo w LU C Q ry 00 m Z Z° Ocok s 2 3 0.17.2013 REVIEW PLAN 10.25.2013 SCHEMATIC PLAN 11.06.2013 BUILDING PERMIT SET 12.11.2013 LAYOUT REVIEW Al 1.2.2014 INT. LAYOUT A 1.13.2014, KITCHEN EQUIPMENT KITCHEN AND BAR EQUIPMENT PLAN A-3w5 Please Recycle! ARCHITECTURAL ABBREVIATIONS GENERAL NOTES DRAWING LIST A.F.F. ABOVE FINISHED FLOOR E.W. EACH WAY LT. LIGHT SECT. SECTION ACOUS. ACOUSTICAL ELEC. ELECTRICAL MFR. MANUFACTURER SEW. SEWER ADD. ADDENDA E.C. ELEC. CONTRACTOR MATL. MATERIAL SHT. SHEET ADJ. ADJACENT EL. ELEVATION M.O. MASONRY OPENING S.V.F. SHEET VINYL FLOORING AGGR. AGGREGATE ENG. ENGINEER MTL. METAL SHLV. SHELVING ALT. ALTERNATE EQ. EQUAL MAX. MAXIMUM SIM. SIMILAR ALUM. ALUMINUM (EXG.) EXISTING MECH. MECHANICAL SL. SLIDING APPROX APPROXIMATE E.J. EXPANSION JOINT M.C. MECH CONTRACTOR SHWP. SOLAR HOT WATER PANELS ARCH. ARCHITECT EXP. EXPOSED MED. MEDICINE STC SOUND TRANSMISSION A.S.A.P. AS SOON AS POSSIBLE EXT. EXTERIOR MIN. MINIMUM SPEC. SPECIFICATION BM. BEAM F.O. FACE OF MISC. MISCELLANEOUS SQ. SQUARE BRG. BEARING FIN. FINISH NOM. NOMINAL S.F. SQUARE FEET B.F.F. BELOW FINISHED FLOOR F.P. FIREPROOF N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL BET. BETWEEN F.P. FIREPLACE N/A NOTAPPLICABLE STD. STANDARD BLK. BLOCK FIXT. FIXTURE N.T.S. NOT TO SCALE STL. STEEL BSMT. BASEMENT FLR. FLOOR O.C. ON CENTERS STRUCT.STRUCTURAL B.T.U. BRITISH THERMAL UNIT F.D. FLOOR DRAIN OPNG. OPENING SUB. SUBSTITUTE BD. BOARD FT. FOOT, FEET OPP. OPPOSITE SUPPL. SUPPLEMENT B.O. BOTTOM OF FTG. FOOTING ORN. ORNAMENTAL S4S SURFACED 4 SIDES BLDG. BUILDING FDN. FOUNDATION OPP.H.OPPOSITE HAND SUSP. SUSPENDED CAB. CABINET FURN. FURNISH O.D. OUTSIDE DIAMETER T.B.R. TO BE REMOVED C.L. CENTERLINE GAL. GALLON PTN. PARTITION TEL. TELEPHONE CLG. CEILING GA. GAUGE D PENNY T.V. TELEVISION CER. CERAMIC GALV. GALVANIZED PERF. PERFORATED TEMP. TEMPERED CLR. CLEAR G.C. GENERAL CONTRACTOR PLAST.PLASTER THK. THICK CLO. CLOSET GL. GLASS PLAS. PLASTIC TLT. TOILET D. DRYER GR. GRADE PL PLATE TPH TOILET PAPER HOLDER W. WASHER GYP. WB. GYPSUM WALLBOARD PLEX. PLEXIGLASS T&G TONGUE & GROOVE COL. COLUMN HDVVR. HARDWARE PLMB. PLUMBING T&B TOP AND BOTTOM CONC. CONCRETE HD. HEAD PLY. PLYWOOD T.O. TOP OF C.J. CONTROL JOINT HVAC HEATING, VENT & AC PROJ. PROJECT T.O.F.F. TOP OF FINISH FLOOR CONT. CONTINUOUS HORIZ. HORIZONTAL PROP. PROPERTY T TREAD COORD. COORDINATE HP HORSE POWER Q.T. QUARRY TILE TYR TYPICAL CTR. COUNTER HWH HOT WATER HEATER QTY. QUANTITY UG. UNDERGROUND C/S COUNTER SINK HT. HEIGHT R RADIUS UNGL. UNGLAZED C.F. CUBIC FEET INCL. INCLUDE R.D. ROOF DRAIN UNFIN. UNFINISHED D.P. DAMPROOFING INFO. INFORMATION RM ROOM U.N.O. UNLESS NOTED OTHERWISE DEPT. DEPARTMENT INSP. INSPECTOR R.S. ROUGH SAWN U.B.C. UNIFORM BUILDING CODE DTL. DETAIL I.D. INSIDE DIAMETER RCP REFLECTED CEILING PLAN V.I.F. VERIFY IN FIELD O,DIA. DIAMETER INSUL. INSULATION R.W. RETAINING WALL VERT. VERTICAL DIM. DIMENSION INT. INTERIOR REF. REFER VAT. VINYL ASBESTOS TILE D.W. DISHWASHER JT. JOINT REFR. REFRIGERATOR V VOLT DIN DOWN JCT. JUNCTION REINF. REINFORCE W-H WALL HYDRANT DR. DRAIN KWH KILOWATT HOUR REBA REINFORCING BAR W/C WATER CLOSET DWG. DRAWING LAB. LABORATORY RESIL. RESILIENT WP. WATERPROOF EA. EACH LAM. LAMINATE REQD REQUIRED WT. WEIGHT LAV. LAVATORY R RISER WWF WELDED WIRE FABRIC R.O. ROUGH OPENING WDW WINDOW SAN. SANITARY W/ WITH W/O WITHOUT WD. WOOD WKG. WORKING ARCHITECTURAL SYMBOLS SYMBOL LEGEND T.O. PLY 100'-0" ----CIF ,--- r Please Recycle! 1✓ MATERIAL INDICATIONS TOP OF ELEVATION EARTH COMPACTED FILL EXISTING CONTOUR NEW CONTOUR POROUS FILL BUILDING ENVELOPE UNDISTURBED SOIL PROPERTY LINE CONCRETE CENTER LINE CAST HIDDEN LINE BREAK LINE GROUT DETAIL NO. MASONRY SHEET NO. CONCRETEBLOCK BUILDING SECTION BRICK SHEET NO. STONE ELEVATION SHEET NO. METAL ROOM NAME METAL ROOFING ROOM NUMBER ® STEEL DOOR MARK INSULATION WINDOW MARK _^ BATT NUMBERED RIGID REVISION FINISHES GYP BD 0 CARPET CERAMIC TILE STONE TILE ACOUSTICALTILE ELEVATION MATERIAL INDICATIONS WOOD PLASTER/STUCCO EXTERIOR STONE VENEER TILE SHINGLES RIVER ROCK FINISH ROUGH BLOCKING GLU-LAM PLYWOOD 1. The ALA document A201 "General Conditions of the Contract for Construction", latest edition or other contract between Owner and General Contractor, are hereby made a part of these contract documents, except as amended herein. One copy to be forwarded to architect. 2. The contract documents consist of the Contract for Construction, the general notes, the specifications, and the drawings, which are cooperative and continuous. Work indicated or reasonably implied in any one of the documents shall be supplied as though fully covered in all. Any discrepancy between the different parts should be reported to the architect immediately. 3. All work shall comply with all state and local codes and ordinances and shall be performed to the highest standards of craftsmanship by journeyman of the appropriate trades. 4. These documents are intended to include all labor, materials, equipment and services required to complete on a turnkey basis all work described or implied herein. It is the responsibility of the contractor to bring to the attention of the architect any conditions, which will not permit constrcution according to the intentions of these documents. It is the responsibility of the architect to provide details and/or directions regarding design intent where it is required for construction. 5. Any materials proposed for substitution of those specified or called out by trade name in these documents shall be presented to the architect for review. The contractor shall submit samples when required by the architect and all such samples shall be reviewed by the architect before the work is performed. Work must conform to the reviewed samples. Any work which does not conform shall be removed and replaced with work which conforms, at the contractors expense. Sub -contractors shall submit requests and samples for review through the general contractor when work is let through him or her. Required verifications and submittals are to be made in adequate time as not to delay work in progress. 6. All requests for substitutions of items specified shall be submitted in writing to the architect and will be considered only if better service facilitates more advantageous delivery date or a lesser price with credit to the client will be provided without sacrificing quality, appearance, and/or function. Under no circumstance will the architect be required to prove that a product proposed for substitution is or is not of equal quality to the product specified. 7. All work shall be erected plumb and true to line in accordance with best practices of the trade and manufacturers' recommendations for the particular item. 8. Shop drawings shall be submitted to the architect for his or her review where called for anywhere in these documents. Review shall be made by the architect before work is begun, and work shall conform to the reviewed shop drawings subject to replacement as required for samples in paragraph 5, above. 9. The building inspector shall be notified by the contractor when there is need if inspection as required by the uniform building code or by any local code or ordinance. 10. The contractor shall be responsible for the safety and care of adjacent properties during construction for compliance with federal and state OSHA regulations, and for the protection of all work until it is delivered completed to the owner. 11. All dimensions noted take precedence over scaled dimensions. Detailed drawings take precedence over smaller scale drawings. 12. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with design drawings, and structural, mechanical, plumbing and electrical systems. 13. Contractor will assume responsibility for items requiring coordination and resolution during the bidding process. 14. Contractor shall verify all space dimensions as shown with existing job conditions before starting construction. 15. Contractor shall, when work is installed or exisiting finishes are disturbed, refinish such areas to match existing. 16. The contractor shall check and verify contract documents and field conditions for accuracy confirming that all work is buildable as shown before proceeding with construction. If there are any questions regarding these or other coordination questions, the contractor is responsible for obtaining clarification with the architect before proceeding with work or related question. 17. Any questions regarding the intent of the drawings or specifications are to be clarified with the architect before ordering materials or proceeding withthe work in question or related work. 18. All items are new unless called out as "existing". 19. Any discrepancies in dimensions or conditions to be immediately brought to the attention of the architect. A-1.0 COVER SHEET A-1.1 INFO SHEET A-1.2 SAFETY -ACCESS PLAN A-1 .3 OCCUPANCY LOAD PLAN A-1.4 DEMOLITION PLAN A-2.1 SITE PLAN A-3.1 BASEMENT LEVEL FLOOR PLAN A-3.2 MAIN LEVEL FLOOR PLAN A-3.3 ROOF PLAN A-3.4 REFLECTED CEILING PLAN A-3.5 KITCHEN AND BAR EQUIPMENT PLAN A-3.6 KITCHEN AND BAR EQUIPMENT SCHEDULES AND NOTES A-4.1 EXTERIOR ELEVATIONS A-4.2 ELEVATIONS ELEVATIONS AND BUILDING SECTIONS A-5.1 WALL SECTIONS AND ASSEMBLIES A-6.1 POWER/ LIGHTING PLAN A-6.2 MAIN LEVEL GAS / WATER / WASTE / VENT PLAN S-1.1 FOUNDATION PLAN S-1.2 MAIN LEVEL FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN See- 60wcl/ lew S o7-' f of _)Wil 9`1"I"2 p 1&�Afl %"e w e_n A PROJECT DATA PROJECT LOCATION 430 Ironbridge Drive, Glenwood Springs, CO, 81601 OWNER Jim Light 430 Ironbridge Drive, Glenwood Springs, CO, 81601 ARCHITECT Green Line Architects Steven A. Novy, AIA, Principal, Project Manager 65 North 4th Street, Suite 5 Carbondale, CO 81623 T: 970.963, 6689 F: 970.963.0265 E: snovy@greenlinearchitects.com APPROVED STRUCTURAL ENGINEER SUBJECT TO NOTED Dale Kaup EXCEPTIONS & INSPECTION Kaup Engineering, INC. GARFIEW COUNTY 1129 Grand Ave. BUILDING EPA Glenwood Springs, CO 81601 Date/ 2 RY WC T:970.945.9613 PY E: dale@)kaupengineering.com NO INSPECTION WITHOUT THESE PLANS ON SITE GENERAL CONTRACTOR page of Brent Lough Ridge Runner Construction T: 970.948.2810 ANSUL SYSTEM. SECURITY & FIRE ALARM DESIGN/BUILD Ed Johnson Vision Security T: 970.963.4043 ext. 2 C: 970.948.9043 E: ed@visionsecurity.net MECHANICAL DESIGN/BUILD (Including Type 1 Hood, Exhaust and Make -Up Air) Vern Pacific Sheet Metal T: 970.963.6563 E: vern(g?pacificsheetmetal.net CONDITIONS OF PERMIT BLCO-11-13-3053 Blue Heron Properties, LLC Remodel/Addition to Grill 430 Ironbridge Dr. GWS, Colorado 1) BUILDING AND COVERED PATIO IS SPRINKLERED, TYPE VB CONSTRUCTION, "A 2" OCCUPANCY. BASEMENT IS NONSPRINKLERED, TYPE VB CONSTRUCTION, "S 2" OCCUPANCY. q 2) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IFC, IECC AND MANUFACTURERS INSTALLATION SPECIFICATIONS. iz 3) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE IRONBRIDGE PUD. 4) OPEN -HOLE SOILS REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSF. 5) AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM IS REQUIRED PER 2009 IBC SECTION 903.2.1.2. LOCAL FIRE DISTRICT SHALL INSPECT SPRINKLER SYSTEM, ALARMS, E. EXTINQUISHERS, AND OTHER PERTINENT IFC REQUIREMENTS. FIRE DISTRICT APPROVAL o IS REQUIRED FOR CO/FINAL INSPECTION, 2 6) TYPE 1 COMMERCIAL KITCHEN HOOD REQUIRES AN AUTOMATIC FIRE SUPPRESSION SYSTEM PER 2009 IMC, SECTION 509 AND SHALL BE INSPECTED BY THE LOCAL FIRE M ZZ DISTRICT. FIRE DISTRICT APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 7) COLORADO DEPARTMENT OF HEALTH SHALL INSPECT THE COMMERCIAL KITCHEN a INSTALLATION AND PROVIDE AN APPROVAL REPORT PRIOR TO CO/FINAL INSPECTION. a 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR rO/FINAL INSPECTION. o 0 green 11T)(1 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com W Q O ZO W U U� z LJ_ n z D O Or O z T_ G uJ O� U\w W0� 0 0 0 co W z z® 0-0 e MARK !, DATE DESCRIPTION 10.17.2013 REVIEW PLAN 10.25.2013 SCHEMATIC PLAN 11.06.2013 BUILDING PERMIT SET - I `— 5 0_ Tr,3 A 0 M cn o c� INFO SHEET m V vi J � IA � � o o N M = A Id L d C w 0 o cn 0 E o 9) ACCESSIBILTY REQUIREMENTS PER 2009 IBC, CHAPTER 11, AND ICC/ANSI A117.1-2003 STORM&E � I 1 — I u al. a a �, tip,. I� AGGE55 - - - - - - - - - EXI57IN& GONG. A l .1 ' 11I x 111 A r IG Gi�ILL T.O. EXISTING F.F. 1� � ANIG (1AYdWK►e- EMEIRG CY EXIT EVACUATION ROUTE 6 ou' --� F625' Occ. Lo*4 pf( T&I 1004.3 EVACUATION ROUTE MAIN AGGE55 II �� DN m �X �z ;Q\ K) od 0o v ----------------------- 5.5. GRAB 5AR5 @ 36" A.F.F PER ISG CODE 6A5 RADIANT LOW RETAINNIN& =77=— I'=. I— — — HEATERS — — — — — — — — — — — — — — — — — — — — —WALL �— — � / A L `MEN5 % wIOMEN5 v\ BATH BATH Iti \ �/ 7 —r rn A 1`p�11� h�rtw�re ,• , j Y�iG looe.l.lo / m X jve�Y 5WI1.9 „& dlre,'C-bwe 4 pe( % Ci IooB.t.Z. / _ 1 EX TIN& DECf<CO a �✓ 1 --— \ — — - d, yeti G `/)y M m n EXI5TIN6 DECK _j F^i-ac Load pet �gC" too 4.3 S�� Ocf'y NEW PORCH 100'-0" T.O. FINISHED FLOOR EXISTING OFFICES 4 FRO5HOF (TO REMAIN A5 15) 97'-8" = 6001'-0" T.O. EXISTING F.F EXI57INO DECK E a line reenA R C H I T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com W Q O zo W U Ulu z 0^. � 0— zU) O 50, 0 z v1- LU J 00 O (� Uw WUj o V Q Er 0� m z Z° 00 MARK DATE DESCRIPTION 10.17.201 REVIEW PLAN 10.25.201 SCHEMATIC PLAN 11.06.206 BUILDING PERMITSI 7..�3a " A SAFETY -ACCESS PLAN �\ A�i 021} Please Recycle! SAFETY AND ACCESS PLAN 14" = 1 TOTAL OCCUPANCY 5YMB0L OGGUPANGY TOTAL 50. FT. LOAD PER AREA A55EMBLY (*5') A Z 1_661.50. FT. 1 1 2�CGUPANT5 15 5Q.FT. PER OCCUPANT GOMMERGIAL KITCHEN 5 cl 3_5Q. FT.,Z 96 YOCGUFANTS 200 5Q.FT. PER zap 3 OCCUPANT ACGE50RY 247 5Q. FT. 1 OCGUPANT5 500 SQ.FT. PER OCCUPANT BATHROOMS 21 5 50. FT. EXEMPT TOTAL 2720 SQ. FT. 5 OCCUPANTS CON5TRU(::,TION : TYPE �X Sfr under ��O,�SG __ > 6,/y = 7 oc�s !O ¢ ._ / C7r C 3 '07"= Curl) >rx)-�d r" peck _ ¢41 AdOd'eo ,/22cl I 16 q E a c U n m_ ARCHITECTS 65 North 4th Street, Suite 5 Carbondale, CO 61623 tel 970.963.6689 www.greenlinearchitects.com W nj O ZO W U UC/i >- z �- z U' �o �o� �o �z� w� 0 00 Uw Wo C, W 0o OC m m z Zw OO — MARK DATE DESCRIPTION 10.17.2010 REVIEW PLAN 10.25,2011 SCHEMATIC PLAN 11.06.2013 BUILDING PERMIT SET OCCUPANCY LOAD PLAN Aml m3 t No 5�6p Add-d ped- - 7fl— Please Recycle! - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \\\ - - - - - - - - \ ` - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ . ---- 6f30------------------------------------------------- \ ---------- - - -------------------------------------------- -- ------ �---------- -- -------------------------------------------- -- - - -- - I11 NEW OONORETE SLAB ON GRAPE \ / 3 RISERS '.NOREMENTS T i /2' RISERE— No / / I -21 Y _ __ _— __ _____—__------- \ 1 1 i F SEF / P / I / I / I / � I EXISTING GONG. SIDEWALK -O REMAIN AS 15 EX157INO PARKING LOT TO REMAIN AS IS — — — — — — — — — — — — — — — - - - - - - - - - - - - " - _ - - - - - - - - - - - - - - - - 77 ---------------------- - - - - -- 1 NEW \LOW\ WAL\L5 RAM \ __ - \ / / L_.-'\---------------- --------------- /.- o11 7�. z.� T.O. DECK I II I I I 1 I I 1 1 I 1 1 I I II I S JEAALK UR50UT ® NSHAC7EDK 1 1 EXI.5TING OFFICE54 1 �� I II � PROSHOP I I I � (TO REMAIN A'—) I � / NEW DECK TO II �,Lr�e. -ov-�• MATGH TOs.EXI T- SsoTING F1 I �%I I EXISTING I I EXISTING Roo=LINE J I TO REMAIN AS S I 1 I I I I I I EXISTING A5PHA-T I ROAD I TO REMAIN AS 15 1 J L 1 a I I 1 I E XI5TIN6 DEGK EXISTING DECK I I I I I DG I ^ I I I ✓ I W Ia I 1 1 1 I I I I I I I IT a� I I �a9'j I n 7� I � I 1 ❑ 0' I m I 1 m 1 I I 1 I 1 \ \ I \ 1 v I 1 \ I v V I ` I I \ I \ I ` I I \ I \ 1 \ I ` 1 I r I _. _ -- ENS — NSPARKING L T 1 TO REMAIN AS IS 1 SITE PLAN SCALE:1/8" = T-0" ------------------------------------------------ E U r pfPP� IIf1P J 65 North 4th Street. Suite 5 Carbondale; CO 81623 tel. 970,963.6689 www.greenlinearchitects.com cr p W< �' O zo W U UCli z _n Z `/) o �o� �o �zT- Uj CID O (D UW Uj 0� VLU Q co f MARK DATE DESCRIPTION 10.17.2013 REVIEW PLAN 10.25.2013 SCHEMATIC PLAN 11.06.2013 BUILDING PERMIT SET N�S 2AA SITE PLAN A111111111111201 4\. Please Recycle! COVERED PORCH ROOF CONSTRUCTION CORRUGATED SHEET METAL TO MATCH EXISTING OVER HIGH TEMP ICE AND WATER SHIELD OVER 1 /2" PLY OVER EXPOSED PREFAB LIGHT WOOD TRU55ES WITH 6" BLOWN-N LOSED CELL POLYURETHANE WITH WOO 8 G PPLIED TO BOTTOM OF TRU55 MECHANICAL AS REGUIERED — 7hheat 6, o er ulr-eA fie( STONE VENEER WALL CONSTRUCTION THIN STONE VENER SET IN MORTER OVER 15 LB. FELT OVER 1 /2" PLY OVER 2 X 4 FRAMING STONE VENEER LOW WALL CONSTRUCTION THIN STONE VENER SET IN MORTER OVER 15 LB. FELT OVER 5" GONG. WALL WITH 3" STONE GAP STANDARD INTERNAL DRAIN LOCATE 4 1:)RAIN5 FOR GOVERD PORGH AREA WITH 1 /4" PITCH TO CENTER OFDRAINS" DRAINS �"�" � 4w. K�� � 4m,m,d #k COVERED PORCH FLOOR CONSTRUCTION 3" STAINED AND SEALED CONCRETE OVER 1 /2" DRAIN MAT OVER WATERPROOF MEMBRANE OVER 3" TAPERED RIGID INSULATION OVER 5/4" PLY OVER FLOOR JOIST WITH FULL CAVITY BLOWN -IN OR BAIT INSULATION OVER 2 LAYERS OF 1 /2" GYP. BOARD TYPE G NEW BASEMENT WALL CONSTRUCTION 2" RIGID XPS INSULATION OVER DAMP- FROOFING(OR 2 5/5" WARM-N-DRl) OVER 5" 5EALED CONCRETE WALL WITH 2 X 4 STUD WALL WITH FULL CAVITY BLOWN -IN OR BATT INSULATION OVER 5/5" GYP. BOARD NEW BASEMENT FLOOR CONSTRUCTION 4" SLAB -ON -GRADE SEALED OVER 2" HIGH COMF STRENGTH RIGID INSULATION PROVIDE WATERPROOF BOND BREAK T.O. FINISHED FOOTING 0 116'-0" T.O. CHIMNEY WALL 109'T" PLT. HT. WOOD SOFFIT 103'-0" T.O. INC.COWALL _ 100'-01, T.O. FINISHED FLOOR FINISHED GRADE, SLOPE AWA' FROM BUILDING, TYP. It ' T.O. FINISHED FLOOR WALL SECTION C(:AI F 1/9" = 1'-0" DECK FLOOR CONSTRUCTION OVER BASEMENT 2 X 6 WOOD DECKING TO MATCH EXISTING FLUSH WITH NEW CONCRETE FLOORING IN COVERED PORCH OVER 2 X WOOD OVER 1 /2" DRAIN MAT OVER WATERPROOF MEMBRANE OVER 3" TAPERED RIGID INSULATION OVER 3/4" PLY OVER FLOOR J015T WITH FULL CAVITY BLOWN -IN OR BATT INSULATION OVER 5/6" GYP. BOARD 00'-0" F.O. FINISHED FLOOR (5) 1 4" ML PER STRUCTURAL ENGINEER COVERED PORCH FLOOR CONSTRUCTION 5" STAINED AND SEALED CONCRETE OVER 1 /2" DRAIN MAT OVER WATERPROOF MEMBRANE OVER 3" TAPERED RIGID INSULATION OVER 5/4" PLY OVER FLOOR J015T WITH FULL CAVITY BLOWN -IN OR BATT INSULATION OVER 2 LAYERS OF 1 /2" GYP. BOARD TYPE G FLOOR DETAIL @ ROOF DECK SCALE:1/2" = 1'-0" DECK FLOOR CONSTRUCTION 2 X 6 WOOD DECKING TO MATCH EXISTING FLUSH WITH NEW CONCRETE FLOORING IN COVERED PORCH 1001-01, F.O. FINISHED FLOOR GRADE 5LOPING AWAY FROM BUILDING COVERED PORCH FLOOR CONSTRUCTION 3" STAINED AND SEALED CONCRETE OVER 1 /2" DRAIN MAT OVER WATERPROOF MEMBRANE OVER 3" TAPERED RIGID INSULATION OVER 5/4" PLY OVER FLOOR JOI5T WITH FULL CAVITY BLOWN -IN OR BATT INSULATION OVER 2 LAYERS OF 1 /2" GYP. BOARD TYPE C NEW BASEMENT WALL FLOOR DETAIL @ WOOD DECK SCALE:1/2" = 1'-0" 6 m m_ A R C H I T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.g reenl inearchitects.com Wry O ZO W (.) UC/) Z ry In Z `/) O O r C G � 00 r O V U\w Wo W C) Q rr 0. 00 W Z Z 0 Oo MARK DATE I DESCRIPTION 10.17.2013 REVIEW PLAN 0.25.2013 SCHEMATIC PLAN 11.06.2013 BUILDING PERMIT SET TYP. WALL SECTIONS AND ASSEMBLIES Alllllllll5m 1 a m c sue= £> �n'. Please Recycle! 0 STRUCTURAL GENERAL NOTES " IRON BRIDGE COMMUNITY CENTER 11-12-15 A. DESIGN LIVE LOADS I. _SNOW 40 P5F 2. —RESTAURANT W 40 PSF 5. WIND: /WIND SPEED 90 MPH (3 SECOND &115T) EXPOSURE B 4. 5HI5MIC CATEGORY B B. DE516N C06TES'�e5 l DD _ T`""'_ L INTERNAnaNAL BUILDING CODE (2009) 2. AGI BUILDING CODE (AEI 515-08 5. AISG STEEL CONSTRUCTION MANUAL (14th Edltlom) 4. AITG TIMBER CONSTRUCTION MANUAL (6th Edltlon) FOUN C. DATION NEW BUILDING FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF, PLACED ON UNDISTURBED SOIL. SEE HP 6EOTECH SOILS REPORT kll5 546 A Doi DT�OGTOBER 25 2019, FOR ADDITIONAL INFORMATION. SOILS ARE ASSUMED TO BE UNIFORM AND NON -EXPANSIVE. PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS ENGINEER. FRECAUTION5 SHOULD BE TAKEN TO PREVENT Y`✓ETTIN6 OF THE BEARING SOILS. PROVIDE UNDER SLAB DEWATERIN& PER SOILS REPORT. THE OWNER SHALL ACCEPT THE RISK OF SETTLEMENT 4 DISTRESS FOR THE SHALLOW FOOTING OPTION A DEEP FOUNDATION ALTERNATE WOULD REDUCE THE R15K LEVEL. D. CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONGRET_ INSTITUTE BUILDING CODE (AEI 515-601) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS NOTED BELOW: CONCRETE FOR FOOTINGS OR WALL5 5000 PSI IN 28 DAYS. CONCRETE. PQ29 NQN_-5TRUGILRAL EXTERIOR SLAB ON GRADES 3500 PSI IN 26 DAYS, MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SH(K ALL HAVE CONTROL JOINTS EYED OR SAW GUT) AT MAX. 20'-0" O.G. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SHALL BE A5TM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO MELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, EARS OF EQUAL SIZE AND SPACING AROUND ALL COHERE PERMITTED, SHALL BE A RNERS OF PRov112E Is � BARS w H A -._� TI MBER BEAM TO COLUMN MINIMUM OF T-O" PROJECTION BEYOND THE SIDES OF ALL OPENIN65 IN WALLS, BEAMS AND SLABS. ✓ 3/4" I'-O" PROVIDE ALL ACCESSORIES NECE55ARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO A57M A50-T AND BE PLACED WITH SETTING TEMPLAT'E5. 1W-T-12%nL u49' !W_% ALL CMU15 SHALL CONFORM TO ASTM C90. CMUS USED BELOW GRADE AND ALL EXTERIOR WALL5 SHALL BE GRADE N-I. INTERIOR CONCRETE MASONRY UNITS NOT EXPOSED TO WEATHER OR EARTH MAY BE GRADE N-I OR 5-I. ALL MORTAR FOR EXTERIOR WALL5 AND INTERIOR BEARING WALL5 SHALL CMADE ONFORM TO A5TM 2T0, TYPE 5. GROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE WITH STONE AGGREGATE AND 5HALL DEVELOP 5000 P51 COMPRESSIVE STRENGTH IN 28 DAYS. ALL MASONRY SHALL DEVELOP 1550 P51 ULTIMATE COMPRESSIVE STRENGTH 0W IN 26 DAYS. ROD GROUT IN VERTICAL SPADES IMMEDIATELY AFTER POURING AND AGAIN 5 MINUTES LATER. PLACE CONTROL JOINTS IN GMU WALL5 MAXIMUM 24'-0" O.G. EXCEPT GMU FOUNDATION WALLS. HORIZONTAL REINFORCING SHALL BE STANDARD 'DUR-0-DUAL" OR AUTHORIZED EQUIVALENT SPACED AT 1W O.G. EXCEPT AS NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL IN &ROUTED CELLS. GROUT LIFTS 544ALL NOT EXCEED 4'-0" UNLESS GLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL NOT EXCEED 8'-0". PROVIDE I - #5 IN CENTER OF GROUTED CELL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMEI EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 46" O.G. UNLESS NOTED OTHERWISE ON PLAN. DONEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DONEL5 TO MATCH WALL REINFORCING. PROVIDE 2 - #5 CONTINUOUS HORIZONTAL IN 8" DEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 48' LONG BELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM TO A5TM A615, GRADE 60. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENIN&5 IN WALL5, PROVIDE I - #4 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING. F. STEEL ALL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 (GRADE B). ALL SHOP CONNECTIONS SHALL BE HELPED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER CUF ASTM A925 5/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL CONFORM TO A5TM A525, UNLE55 OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A3OT. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROVISIONS OF THE AMC MANUAL OF STEEL CONSTRUCTION AND A15G CODE OF STANDARD PRACTICE. SHOP DRAWIN65 SHALL Be SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWIN55 SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE HELDER5 MEETING THE REQUIREMENTS OF THE AYIS "STANDARD QUALIFICATION PROCEDURE'. COMPLY WITH AM 12I.1 "STRUCTURAL HELDIN6 CODE." ALL HELD5 SHALL BE ETOXX TYPICAL MLE55 NOTED OTHERWISE. PRIME ALL STEEL WITH APPROVED PRIMER. TOUGH -UP PAINT AT EXPOSED BOLTS, MELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR &ROUT FOR BEARING PLATES SHALL BE SHRINK RE515TANT £MBEGO 155 OR EQUIVALENT. EXPANSION BOLTS SHALL BE 'NE-1-IT", "RED HEAD", KWIKBOLT", OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. TIMBER BEAM TO COLUMN IS. STRUCTURAL WOOD FRAMING 14 5/4" '-O" ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUSLAS FIR/LARGH #2 GRADED AS PER LATEST EDITION 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND WWPA. HEAVY TIMBER FRAMING (DOUGLAS FIR NO. I) Fb - IBOO P51 Fv - 85 PSI E = 1600000 PSI SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOGKIN6 BETNEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 OR055 BRIDGING AT NOT MORE THAN 6-O" O.G. BETYEEN SUPPORTS EXCEPT AS OTHERWSE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO J01575 AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOI5T5. PROVIDE BRIDGING AT NOT MORE THAN V-O" O.G. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UGC MINIMUM REQUIREMENTS PER UBG SECTION 251T.( T. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPANY'. CONNECTORS BY OVER MANUFACTURERS SHALL BE DEEMED A5 EQUIVALENT IF THEIR RATED CAPACITY 15 EQUAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTE SHALL BE ACCORDIN6 TO TABLE 23-II-B-I OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED CDX WITH EXTERIOR SLUE. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STA&SER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. MITER GUT SEAMS a REFER TO TABLE BELOW FOR USE REQUIREMENTS: CORNER5 AS SHOWN USE THICKNESS SPAN/INDEX EDGE NAILING INTERMEDIATE NAILING FLAT ROOF 5/4" 46/24 Bd a 6" O.G. 6d a 12"0.6. SLOPED ROOF 5/8' 32/16 86 d a "O.G. 6d el2° 0.0 FLOOR 5/4" T46 48/24 ad a 6" O.G. 8d a 12'0.0. SHEAR WALL 1/2, 24/0 8d a 4" O.G. 8d 010" O.G. ALL EDSE5 OF SHEAR WALL SHEATHING SHALL BE BLOCKED. GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLA5 FIR/LARCH OR (2) 5/8"0 THRU BOLTS SOUTHERN PINE. LAMINATE MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH TYP a CORNERS AS 5HOWN: "THE STANDARD SPECIFICATIONS FOR THE DE516N AND FABRICATION OF STRUCTURAL GLUE COUNTERSINK 4 PLUG LAMINATED LUMBER" PUBLISHED BY THE AITG AND THE APPROPRIATE LUMBER PRODUCERS' ASSOC IATION. "APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATE MEMBERS SHALL BE BUILT UP USING 2' NOMINAL MATERIAL. 51ZE5 SHOWN ARE NET FOR GLUE LAMINATED MEMBERS. ALLOWABLE UNIT STRE55ES.S FOR DRY CONDITIONS OF USE REQUIRED SHALL BE A5 FOLLOWS: MEMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F Flo2400 P51 Fv 165 P51 E • 1800000 P51. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. FABRICATED MOOD JOISTS: I SERIES FABRICATE J015T5 WITH STRUCTURAL HOOD FLANGES AND PLYWOOD WEBS GALLED FOR ON THE DRAWINGS AS "TJI/' ARE AS MANUFACTURED BY THE TRUS- JOIST CORPORATION OF BOISE, IDAHHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MAN/FAGTURERS RECOMMENDATIONS. SUPPLY ALL PLATES, BLACKING, BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS 5 'ART T BEAM= SEE PLAN MEER LAN PLAN VIEW: 2-5/8"OXIB"LAGS 2" APART. HK 1/2 _ _ T BEAM= INTERIOR GLR SEE PLAN CORNER REINFORCEMENT DETAIL TO BE USED a ALL TALL WALLS 24' (MIN) LE&--T Bm-c-011 #5 HORIZONTAL _ N #5 VERTICAL- _ CORNER BAR REINPORCINS 5/4" = I' -a.. INTERIOR 2-5/8" mXIWLAG5 AGE 4" APART. COUNTERSINK T BEAM- - - SEE PLAN 24" (MINU LE6- I • 8 x COLUMN BELOW 1 1/2" SEE PLAN GLR • I #5 HORIZONTAL H x TIMBER #5 VERTICAL - AM SEE PLAN POVIDE DOABLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO -JOISTS. MITER OUT BEAM MCRO•LAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 9/4' THICK 5/4" GALLED FOR ON THE DRAWINGS AS 'MU" AREAS MANUFACTURED BY THE TRJ5-JOI5T CORPORATION OF UFAC ERR MICRO -LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANIGE WITH T MANUFACTURERS RECOMMENDATIONS. WHEN MORE THAN ONE T14IGKNE55 IS REQUIRED ,THE R }IRE -ENGINEERED RF TRUSSES MEMBERS SHALL BE FA5TMeP TOGETHER WITH TY40 ROWS OF 16-PENNY COMMON NAILS SPACED 11 12' Q.G. FOR MEMBERS WITH 14' AND GREATER DEPTH USE THREE ROWS. HAVE ENGINEERING FOR INSPECTOR FABRICATED WOOD TRUSSES: PROVIDE ENGINEERED OPEN HED B ROOF TRUSSES AS PROFILEBY DRAWIN65. DES16N TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWINGS, FOLLOW AT TIME OF FRAME INSPECTION REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE WITH A LOAD DURATION FACTOR OF IA t WITH A MAXIMUMALLOWABLE TOTAL LOAD DEFLECTION OF L/360. SHOP DRAWIN&5, AN ERECTION TGGG (, PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. CALCULATIONS SHALL BE SEALED BY AN ENGINEER RE615TERED IN THE STATE OF COLORADO. SHOP DRAWIN65 SHALL DETAIL EACH TRU55 TYPE, APPLICABLE CONNECTIONS, TRU55 LAYOUT 4 BRA 1146. TRUSS TO TRUST' GONMGEGTIONS TO BE DESIGNED 4 SUPPLIED BY TRU°_f' / � �`�GL p'S MANUFACTURER SUPPLY ALL PLATES, BLOCKING, BRID61NSARAGING, STIFFENERS, BEARING ENHANCERS 4 RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR, I`•., fi OTHER 12 H. THE ARCHITWT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE 5EE ARG " THE CONTRACTOR FROM CONFORMANCE WITH THE DRAVHIN65 AND SPECIFICATIONS. PRLRABRIGATED TRUSSES I. COORDINATE ALL OPENIN65 THROUGH FLOORS, WALLS AND ROOF5 WITH THE MECHANICAL AND SEE PLAN ELECTRICAL CONTRACTORS. / J. DO NOT BACKFILL AGAINST NAIA-5 UNTIL FLOOR AND ROOF SYSTEMS BRACING 71405E WALLS ARE IN PLACE. 2X BLOCKIN&� K. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DE515N LIVE LOAD PER SQUARE FOOT. L. THE CONTRACT STRUCTURAL DRAWINGS, AND SPECIFICATIONS REPRESENT THE FINISHED , STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUUCTION. THE CONTRACTOR SHALL E PROVIDE ALL MEASURES NECE59ARY TO PROTECT THE STRUCTURE DURING GONSTRLGTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOA125 DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION V151T5 TO THE 517E BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TEGHNIOLIE5, 5EQU'-NOES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT NOTE. SEE ARCH FOR THERETO. OVERHANG CONDITIONS T BEAM= SEE PLANt L50 CLIP (U 51DE W/ SD9112 SCREWS SEE PLAN -WOOD BEAM SEE PLAN. )L BEYOND. SEE PLAN Bm_coll TRUSS BEARING ON BEAM 3/4" = I'-0" Tr•_" a 10" OG NTAL a 12" OG W/ 30' HOOK )RIZONTAL BAR HORIZONTAL -RT AS REOV TO HORIZ BARS LTICAL a 12" OG 5 HORIZONTAL PLAN EXTERIOR GLR O - H15 X in HORIZONTAL MATCH HORIZONTAL BAR SPACING \ ADD VERTICALS AS QUIRED TO SUPPORT HORIZONTAL 6-0"XV-O" GNTRFORT WALL& HORIZONTAL ADD VERTIGAL5 AS ' '--REQUIRED TO SUPPORT HORIZONTAL 5'-O"X5'-O" �i EXTERIOR -#5 x HORIZONTAL 1 1/2" MATCH HORIZONTAL GLR BAR SPACING '_ PLAN CORNER REINFORCEMENT - DETAIL TO BE USED a ALL TALL WALLS CORNER BAR REINPORCINS GNTRFORT z x ADD 2 - #5X4'-O" VERT TO O.F. OFF WALL a POCKET 5" BEE DTL FOR WALL I SEE PLAN 10D BEAq POG ET NOTE: BEAM POCKET WIDTH = BEAM WIDTH + 4" ADD ML BLOGKIN& a 24" O.G. FOR 15T 2 BAYS WHERE JON5T 15 PARALLEL TO FND WALL. BEAM 5EE PLAN OLT BEAM SEE PLAN UUBLE 2X PT SILL PLATE W/ 1/2"l) ANCHOR BOLT5 #5 HORIZ a 1 1/2" GLR FOUNDATION rPRAIN SEE SOIL5 REPORT ° "°° = o 0 0 ° O — lD �o00 o °o_ TION NOTE: SEE DTL 1/55.1 FOR ADDN'L INFO T WALL- CONE TOPP'6 4 WATERFS SEE PLAN SEE '#5 VERT a I6"OG— _-405 HORIZ a 16"ot, III—III=1 #5 HORIZ a GLR FOUNDATION TRAIN SEE SOILS REPORT LOA RETAINING WALL oo "o°o J Moo°o 0000a WOOD COLUMN SEE PLAN —,OPEN -HOLE SOILS REPORT o m ;ooa° °oo IS REQUIRED AT FOOTING — °°°° °° °0000000°° COLUMN TO PIER CONNECTOR INSPECTION 1500 PSF 5EE PLA PACK AS REQUIRED TALL PND AAL, 2 5/4' : I:_0:: #5 TIES x SQUARE a 10" O.G. ________ T.PIER SEE PLAN 5/4" mXIO" ARGHOR BOL III —III —III —I — III —III —III 11 I-1 11=1 I I I— III— III — I I BASE PLATE SEE PLAN III —III —III —I I I I —I I I=1 I I- 4 6/s3.i 4 - #5 DOWELS I NG PIER SEE PLAN . 1 1 X FULL HIT. 0 0 0 0 0 0 0oao°o°o°o°o°o _ l611 PLAN FOR FTG4REINF r5l °°°°°°°°°°° °IIII11111 SEE PLAN o I .. �I II"' 1111� Z - — =III-5EE PL,4NI=1 - FOOTING TO BEAR ON d - NATURAL UNDISTURBED SOIL v BELOW FILL. SEE W [11 I,;,III,;,III,; Rll lll; 50ILSREPORT GONG PIER -7TYP NOTE: SEE DTL 15/53. 13 W FOR PLAN VIEW 4 ADDNL INFO. cH 0 • ® • • 1 1/2" TYP Lu ^ P R 3/4�'X5"XIb' 1 1/2" TYP W PL A� • 3/�/ 4"XIO"XIO" 3/4"X8"X8' o PL A.1 w NOTE: BEAR PL'S ON 1 1/2' PL E HIGH STRENGTH &ROUT 3/4"X5"XII" ALL BOLTS 5/400Xl2" 41- L.zzmrlj \-ou fV 2" TYP \PL CC T51PE EDGE OF PLATE 3/4"X 5"7(16„„ 'STEEL BASE PLATES = I'-0" P� 3/4'XI I "XI I" Be -pits 11- FOUNDATION DRAIN SEE SOILS REPOR'y ITNI SEE PLAN SECTION: COUNTERPORT 1 1/2" = I'-O" SEE PLAN V RIZONTAL • 12" Or, FACE RTTCAL a 10' OG FACE Xi I iI DAL a 10, OG CENTERED 05 a 12" O.G. TOP `OF FOOTING IN d POOTIN& TO BEAR ON NATURAL UNDISTURBED SOIL GNIRFORT_WALL NOTE: TOP OF WALL a 51MILAR DETAIL 1" T WALL a 51M/ik 5EE PLANY ADD 2 - #5X4'-O" VERT TO O.F. OF--,, WALL a POCKET 5" SEE DTL FOR WALL T PLY = SEE PLAN _ T WALL lik - �— SEE PLAN �2XI2 PT SILL W/ 5/5" 41 A BOLTS a 32"00 RIP TO WALL WIDTH XGONT TOP 4 BOTTOM 12" VERT a 12"OC HORIZ a Ib"OG 1 1/2' r R- �#5I DWL a12"OG 18" BOND T GONG s BREAKER 5EE PLAN o°o°o°o°00000°000° o°o°o �°o°o°o°o 0 0 0 0 0 0 0 0 SEE PLANnV a 12" OG •-#5XGONT 1 FOOTING SHALL BEAR ON UNDISTURBED NATURAL SOIL Tall_w14 6X6 COL 4 FIREPLACE WALL BEYOND. SEE ARCH _ T WALL = _ 5EE PLAN TOP 4 BOTTOM T PLY = (2) 9 1/2 ML x GONT LEDGER. •5 PLAN. ISOLATE FROM GONG 10" VU LAYER OF BITUTHENE. VERT a 12"OG • • HORIZ a I6"00 1/2„ #5 X r � LDIAL o 12"OC 24" • BOND T GONG = BREAKER SEE PLAN • • o0000000000^on°00000p000000^o°a - = - SEE PLAN • a 12" OG • • XCONT 5EE PLRN FOOTING SHALL BEAR ON UNDISTURBED NATURAL 501L L Tcll� 14 �TEEL GOL SEE PLAN 1/4" PROVIDE GOLD JOINT AROUND BASE. SEE PLAN T.SLAB 1 5EE PLAN I 1 0°0°0°o°o°a°o°o°o°. SEE PLAN 1 1/2" NON -SHRINK GROUT -_E PLAN FOR FOOTING 4 REINF INS Ftg_a_cl NOTE: BEAM POCKET WIDTH = BEAM FLANGE WIDTH + 4" STEEL BEAM 5EE PLAN J :/ JKT BEAM Y5EE PLAN 1/4" FITTED STIFF PL EA SIDE /4 1/4" V T BM PKT ----------- 5EE PLAN ry EAR BEAM ON NON -SHRINK GROUT �2 - 1/2" 0XIO" ANCHOR BOLT5 SEE PLAN STEEL BEAM POCKET 3/4" =-O" 5tl�rrLp z o E m In aT Z ui0 0 Q `o o w R L ¢ 0 7 ry 00 IL O 11TLL11 - 'O � E o 1-u Lu > W Q v Q Cp 9 J-I--1 Q O N� La1L CD NQ idL DATE: ISSUE/REV: 10-201-15 PROGRESS II-11-15 PERMIT II-19-I5 FOUNDATION SET II-21-15 PERMIT REV 13062 SCALE: AS INDICATED DETAILS AND i i -- �� 1 1, i i L.--- I .; I I I I I I — r I ! I I I I 1 I I I I I =, r I 1e b+ --�; r- — (NL _ J n ! 1 ! 2 1 L 4'-0" 10'-8 5/4" (VIF) (VIF) I TW EXISVS (VIF) TF EX15T'6 (VIF) r- ._ ._. _. ._.-._._. ._._._.-._._._._._. ._,_. ._,_._._ — —— — ._._._._._._.-- ---- ---— -- ---- ----— — --------- ., r - ._ ._ ._ ._ ._ .-._._._ _._._._._._.-.-._._. _._._._. ._._._ ._._._._ ._._. _._._._.-._._._._._,_._.- _._._._. ._.-._._ --- ,--- .--- .--- .--- ._._,_,_, I I ,� I i OVE i I i i i i I i i i l i i i II i e� I I SHORNOrEE ITS N6 OON5TRUCTION AS REQUIRED. & JI NOTE: FIELD CUT NEW OPENING IN EXIST'NG WALLWL FOR CRAM SPACE ACCESS. / GO #5X244DWL5012"O.C.FULL HE1614T ®NEW TO EXISTING WALL. DRILL a EPDXY &ROUT 6" INTO EXISTING WALL. TYP (4) PLACES AS 5HOW1 r-t----- T�-O" SEE ARCH FOR LOCATION a SIZE. DO NOT Iq'-b I/4" 23'-0" (MAX) OVER OUT OPENING. PREDRILL CORNERS. j I 1-1'-8 5/4" I 1 i I i l r ___ , I r I I r i I I i i■ i I ! ■! I i ■ i i■ j I ■ ■ i i■ I i t , I I I i I { j I L _._ _J L_._._.J I I L _._ _.J I I L._ ----- TW EXIST'& (VIP) 1 L _ J L _ _ — — — TF EXIST,& (VIF) I I ,y+`0 I i I I I 01 I I I i b j l l I 1i_2n 155.1 i NOTE I _ I �e I AVOD.UNDERMINI" EXLOCATE IST'G FOUNDATION.I 3-b' Tf FIELD VERIFY EXISTING CONDITIONS I� / ' \ ! 3 1 T 20'-3 TF 88'-0° fV _ _< _ _ TW q11'-3 1/4" TF 88'-O" 5 It OIL T GONG = 3.1 3'-b" +/- (VIF) r -- I I I { I IG L TF 8T'-10' W-6 1/4" 14'-T 3/4" T NOTE: THE CONTRACTOR a OWNER HAVE READ THE SOILS REPORT 0115 546A BY HP 6EOTECH DATED OCTOBER 29, 2013, AND HAVE ELECTED TO ACCEPT THE LOW RISK OF SUBSIDENCE DUE TO SINK HOLES THAT EXISTS FOR THIS SITE. SUBSEQUENT OWNERS SHALL BE NOTIFIeD OF THIS RISK AND SHALL ALSO ELECT TO ACCEPT THE RISK, NOTE: THE CONTRACTOR a ONMERHAVE READ THE SOILS REPORT #115 546A BY HP 6EOTECH DATED OCTOBER 25, 2015, AND HAVE ELECTED TO ACCEPT THE RISK OF SETTLEMENT a DISTRESS BY USING A SHALLOW FOUNDATION. A DEEP FOUNDATION ALTERNATE WOULD HAVE LONER RISK. SUBSEQUENT OWNERS SHALL BE NOTIFIED OF TH15 R15K AND SHALL ALSO ELECT TO ACCEPT THE RISK. TW 1C3'-1 F�F /—TF NLL I a \I- DI ---- — 1 I 1 TW 98'-3 3/8" 1 X r 88'-0': { I I 1 I I I I 55.1 I I 5.1 L TA q65 1/2 -1/4:: F",, II'-T 1/2 I I NIF) I I e" CONC WALL TYP UN 1 2 1_6 1: I WIDE FT6 TYP UNO I I '-q 1/4" TA cIV-5 1/2" I rF ea'-o" l _ 7_7 ___—, 4 L___ { 3.1 �� I ------------------- ----- --.-------------- - _ I J f._._.— —.— _ — — — _ I I 20'-5 1/4" TA — — _.— — — — r-----J _I:� I TW 98:TF Dal- ry — —------1 I O I _ _ _ _ _ T 1 1 i TW q" 8'-I TF aa'-O" 1 I TW EXIST'& NIF) - 411 I I I TF EXIST'& (VIF) Q _ 4'-0" I11I I FOUNDATION PLAN NOTES: 1) TW -TOP OF CONCRETE WALL ELEVATION 2) TF -TOP OF CONCRETE FOOTING ELEVATION 3) TL -TOP OF CONCRETE LEDGE ELEVATION 4) h STEP TOP OF WALL 5) STEP-- STEP CONCRETE FOOTING 6) STEP OF CONCRETESURF OR PLYWOOD SURFACE ?) T CONC = BUILDING ELEVATION 100'-O" 8) PAD FOOTING SYMBOL 9) EXXX'-XX'l BEAM ELEVATION 10) ■ COLUMN FROM ABOVE 2-2X6 TYP UNO COLUMN SIZED AT LOWEST LEVEL a CON515TANT FOR EACH LEVEL UNLESS CHANSED BY NOTE II) OVERFRAMIN6 12) ALL CONCRETE WALLS 8" THICK UNO 13) VENT CRAWL SPACE PER IRC PROVIDE BLOCKOUTS IN FOUNDATION WALL AS REQUIRED SEE GENERAL NOTES FOR REINFORCEMENT 14) DO NOT SCALE DRAWIN&5 CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING, DIMEN5ION5 NOTE: EXIST'& COL a T- �Fr& (VIF) r r - IO� �� NOTE: EXIST'& COL a FT6 (VIF) PAD FOOTINS SCHEDULE MARK SIZE REINFORCEMENT REMARKS ® 2-1t"X2'-1["XIO" 3-#5 EW BOT --- ® 5'-O"X3'-O"XIO" 4-05 EW BOT --- © 5'-O"X5'-0"X12" 6-#5 £W BOT --- 4 TF N. TF L_J 4 CONC SLAB W/ #4 • 18 OC E.H. :r 10" L ON COMPACTED SRANR.AR BASE IV I I m I CONTROL JOINTS • 10'-0' Or, MAX. { 1 3.1 { NOTE:SEE ARCHITECTURAL Iiu W-3 1/4" tt_� I FOR SLAB SLOPES, DRAINS,, 1 1 a ADDITIONAL INFORMATION1 a I I I I T CONC = 1 '-6 1/2" as-6" +/- (VIF) 1 A=� MF) I I r— — i — J i r- - -- -- - -- - ---- - - - - ----- - -- ----- - -- TW EX15T'6 NIF) ! I TW EXIST'& (%/IF) AtN T EXISTS CO = TF EXIST'& (VIF) I TF EXI5T'6 (VIF) 1 aa'_6" +/- (vIF) ILI�L_._.--- . _._.--- ._. ._ _._J L _ _ _ _ I NOTE: 5AWCUT EXI5TIN& FND WALL 1 TW EXIST'& NIF) I FOR NEW DOOR. SEE ARCH FOR LOCATION TF EXIST'& (VIF) a ELEVATION. PREDRILL UPPER CORNERS a DO NOT OVERCUT. ! i ! ! ! ! I i I I i II i i l I J1 T EXIST'& GONG =EXIST'& GONG = ! I ! H8� I I I I I i I i 1 i I i 1 7ZiQg G / I I i I I ! / iIIi I I I I I I ! I i I I I 3/4" j I r16QIi NOTE: EXIST'& COL a ZrTs NIF) r � L —.-1 NOTE: THE CONTRACTOR a OWNER HAVE READ THE SOILS REPORT 0115 546A BY HP &EOTECH DATED OCTOBER 25, 2013. AND HAVE ELECTED TO ACCEPT THE LOW RISK OF SUBSIDENCE DUE TO SINK HOLES THAT EXISTS FOR THIS SITE. SUBSEQUENT OWNERS SHALL BE NOTIFIED OF THIS R15K AND SHALL AL50 ELECT TO ACCEPT THE RISK. APPROVED SUBJECT TO NOTED EXCEPTIONS& INSPECTIONS GARFIEI,D COUNTY BUILD�NG/ DEZ=T MILD COPY NO INSPECTION WITHOUT THESE PLAINS ON SITE par ll Y r-7i ■ L J VIF F"T CO'ER\ i T I r ■ 1 53.1 ®L_J vl ml LL mIZ v I I O m I I ■ I \, i O M NOTE: EX15T'6 GOL a --�' z FTC, (VIF) r � O I W � m � VZJ Y 6O ff N Q LL. O E O LL tu Lu Lu } Z Q W U �Z O LLI O H DATE: ISSUE/REV, 10-29-15 PROGRESS II-11-19 PERMIT II-Iq-19 FOUNDATION SET II-21-15 PERMIT REV 12-12-19 STEEL DETAILS 1-1-14 FND REVISIONS I JOB*: 13062 I SCALE": 1/4" = I I FOUNDATION FOUNDATION FLAN 9 1/4" = 1'-0"