Emlyn Davies Cole

SINGLE FAMILY RESIDENCE ADDITION Owner: DRAWING SCHEDULE APPLICABLE CODES CODE COMPLIANCE TITLE C-S COVER SHEET THIS BUILDING IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND APPLICABLE SECTIONS AND REQUIREMENTS: ZONING DATA: GN GENERAL NOTES 2012 VIRGINIA CONSTRUCTION CODE 2012 VIRGINIA RESIDENTIAL CODE 2012 VIRGINIA FIRE PROTECTION CODE 2012 VIRGINIA ENERGY CONSERVATION CODE 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL RESIDENTIAL CODE CODE ITEM PROJECT INFORMATION BUILDING DATA: ALLOWED/REQUIRED PROPOSED/PROVIDED EROSION AND SEDIMENT CONTROL NOTES AND SITE PLAN C-2 EROSION AND SEDIMENT CONTROL DETAILS D-1 EXISTING BASEMENT & FIRST FLOOR DEMOLITION PLAN D-2 EXISTING SECOND FLOOR & ROOF DEMOLITON PLAN LOT WIDTH (MIN) 100' 100' D-3 EXISTING NORTH AND EAST ELEVATION GROSS FLOOR AREA (FOOTPRINT) 1,681 SF 2,422 SF ARCHITECTRUAL NOTES & PROPOSED BASEMENT PLAN SINGLE FAMILY RESIDENCE: LOT: SQUARE: LOT AREA: R-2C R-2C USE GROUP R-3 R-3 USE TYPE RESIDENTIAL RESIDENTIAL CONSTRUCTION TYPE 3B 3B GROSS FLOOR AREA 3,121 SF 3,121 SF CONSTRUCTION KITCHEN EXTENSION KITCHEN EXTENSION NUMBER OF STORIES 2 STORIES 2 STORIES NUMBER OF EXITS 4 4 CORRIDOR WIDTH N/A N/A SITE AREA - PROJECT DESCRIPTION/ SCOPE OF WORK 313 SF EXTENTION TO KITCHEN AND ENTRYWAY, TO INCLUDE PERGOLA FOR FRONT ENTRY AND DECK ON EAST SIDE OF BUILDING PROPOSED PROPOSED FIRST FLOOR PLAN GARAGE (FOOTPRINT) 489 SF A-3 PROPOSED LIGHTING PLAN NUMBER OF STORIES 2 STORIES 2 STORIES A-4 PROPOSED ROOF PLAN OVERALL BUILDING HEIGHT 35'-0" 16'-0" N/A 75% A-5 PROPOSED NORTH & SOUTH ELEVATIONS PERCENTAGE OF LOT A-6 PROPOSED EAST ELEVATION OCCUPANCY A-7 PARTITON WALL SECTIONS F.A.R N/A N/A FRONT YARD 25' 25' SIDE YARD 8' TOTAL MIN - 24' 8' TOTAL MIN - 24' REAR YARD 25' 25' CLOSED COURT YARD COURT YARD N/A N/A DOOR, WINDOW & ROOM FINISH SCHEDULES PROPOSED/PROVIDED ZONING DESIGNATION A-2 A-8 ALLOWED/REQUIRED APPLICABLE BUILDING CODE APPLICABLE ZONING CODE C-1 A-1 CODE ITEM PROJECT TYPE: INTERIOR, EXTERIOR RENOVATION FACILITY USES: RESIDENTIAL SPACE APPLICABLE FIRE FIRE PROTECTION EXTERIOR WALLS 2HRS EXTERIOR WALLS 2HRS MAIN STRUCTURAL MATERIALS MASONRY & WOOD MASONRY & WOOD CRITICAL FIRE RATED ELEMENTS 1 HOUR SEPARATION 2 HOUR SEPARATION TOTAL PROGRAM AREA: 313 SF GROSS BUILDING AREA: LEVEL 1: 887 SF LEVEL 2: 842 SF BASEMENT: 1392 SF TOTAL: 3,121 SF 15% NET to GROSS RATIO: 1.12 PARKING SPACES: 2 APPLICABLE ENERGY CODE REMARKS: INDOOR RECREATION OUTDOOR RECRATION N/A N/A ROOF STRUCTURE COMPOSITION SHINGLE COMPOSITION SHINGLE PARKING 1 DETACHED GARAGE 1 DETACHED GARAGE REMARKS: N 200 FT LOCATION MAP N 2000 FT VICINITY MAP PROJECT ID #: INF-010-DRG-001 PERMIT SET PROJECT No. 010 MARCH 17, 2015 NO. DATE ISSUE GENERAL NOTES DESIGN LOADS SHOP DRAWINGS DESIGN LIVE LOADS THE GENERAL CNTRACTOR (OR CONSTRUCTION MANAGER) SHALL SUBMIT SHOP DRAWING FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS FOR APPROVAL (ONE REPRODUCIBLE PLUS NOT MORE THAN TWO PRINTS). THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT IF GENERAL CONTRACTOR FAILS TO OBTAIN APPROVAL OF THE SHOP DRAWINGS. THE GENERAL CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER IN WRITING CONCERNING DEVIATIONS AND/OR OMISSION FROM THE CONTRACT DOCUMENTS AT THE TIME OF SHOP DRAWINGS SUBMISSION. THE GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS AND SHALL MAKE ALL CORRECTIONS HE DEEMS NECESSARY BEFORE SUBMISSION. THE GENERAL CONTRACTOR SHALL STATE ON THE SHOP DRWAINGS THAT CONTRACT DOCUMENT REQUIREMENTS HAVE BEEN MET AND THAT ALL DIMENSIONS, CONDITIONS AND QUANTITIES HAVE BEEN REVIEWED AND VERIFIED AS SHOWN AND/OR CORRECTED ON THE SHOP DRAWINGS. THE FOLLOWING DESIGN LIVE LOADS HAVE BEEN USED, AS SPECIFIED IN CHAPTER 16 OF THE VIRGINA CONSTRCTION CODE, THE 2010 ASCE-7 AND CHAPTER 3 OF THE 2012 VIRGINIA RESIDENTIAL CODE. FLOOR LIVE LOAD (SECTION 1607.1) FLOORS 40 LBS./SQ. FT. PARTITION LOAD 20 LBS./SQ. FT. STAIRS 40 LBS./SQ. FT. SLAB ON GRADE 100 LBS./SQ. FT. FLOORS ARE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOADS NOTED ABOVE OR ACTUAL CONCENTRATED LOADS, WHERE SUCH LOADING GOVERNS. CONCRETE (CAST-IN-PLACE) EXISTING WOOD FRAMED FLOORS AND FIRST FLOOR CONCRETE SLAB WERE VERIFIED FOR 40 LBS./SQ. FT. LIVE LOAD AND 20 LBS./SQ. FT. PARTITION LOAD. ROOF SNOW LOAD Pg = 30.0 Ce = 0.9 I = 1.0 REQUIRED Pf = (0.7) (1) (30) = 21 PSF ADDITIONAL LOADS DUE TO SNOW DRIFT AND SLIDING SNOW HAVE BEEN CONSIDERED WHERE APPLICABLE. WIND LOAD (SECTION 1603.5) BASIC WIND SPEED 90 MPH WIND LOAD IMPORTANCE FACTOR 1.0 WIND EXPOSURE CATEGORY EXPOSURE B EXCAVATION SHORING AND BRACING, UNDERPINNING DESIGN AND INSTALLTION OF EXCVATION SUPPORT SYSTEM (SHORING AND BRACING, AND UNDERPINNING OF EXISTING BUILDING FOUNDATIONS), SHALL BE PERFORMED UNDER DIRECT SUPERVISION OF A SPECIALIST. PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL SUBMIT PROPOSED DESIGN OF SHEETING, UNDERPINNING, SHORING AND BRACING, COMPLETE WITH CALCULATIONS, DRAWINGS AND OTHER DATA INCLUDING SEQUENCE OF OPERATIONS, PREPARED AND CERTFIED BY A REGISTERED PROFESSIONAL ENGINEER. THE EXCAVATION SITE SHALL BE PROTECTED AGAINST CAVING AND UNACCEPTABLE MOVEMENT OF SOIL AT ALL TIMES. WHEREVER SHEETING AND SHORING IS REQUIRED, IT SHALL BE SO LOCATED AS TO CLEAR ALL PERMANENT CONSTRUCTION AND PERMIT THE PROPER FORMING AND FINISHING OF CONCRETE SURFACES, AND SHALL BE ANCHORED AND BRACED TO RESIST EARTH AND HYDROSTATIC PRSSURE. SHEETING AND SHORING RETAINING EARTH ON WHICH THE SUPPORT AND/OR STABLITY OF EXISTING STRUCTURES IS DEPENDENT MUST BE LEFT IN PLACE AT THE COMPLETION OF THE WORK, AND SHALL BE STEEL OR CONCRETE. IF WOOD IS USED AS PART OF THE SHEETING, SHORING AND BRACING SYSTEM NEAR EXISTING DEBRIS, IT MUST BE REMOVED PRIOR TO THE PLACEMENT OF BACKFILL. EXCAVATION BRACING OR TEMPORARY BRACING OF EXISTING WALLS TO REMAIN MUST CLEAR COLUMNS, FLOOR FRAMING CONSTRUCTION, AND OTHER PERMANENT WORK, AND CARE SHALL BE TAKEN TO SET WALES AND BRACES ACCURATELY SO AS TO AVOID UNNECESSARY SHIFTING OF BRACES. SHOULD IT BECOME NECESSARY TO MOVE A BRACE, A NEW BRACE SHALL BE INSTALLED PROPERLY PRIOR TO REMOVAL OF THE ORIGINAL BRACE. BRACING SHALL NOT BE CAST INTO OR INCLUDED IN PERMANENT CONCRETE WORK, EXCEPT AS SPEFICALLY APPROVED BY THE ENGINEER, IN EACH OF WHICH CASE THE PROPER KEYS, CUTOFFS, WATERSTOPS AND WATERPROOFING MUST BE PROVIDED. WHER USED , ALL INTERNAL BRACING SHALL BE INSTALLED (POSTED AND TIED) SO AS TO PREVENT SPREADING OR DISTORTION OF THE BRACED FRAMES. CARE SHALL BE TAKEN TO PROPERLY SUPPORT HORIZONTAL WALES TO PREVENT UNACCEPTABLE MOVEMENT OR OVERTURNING DUE TO THRUST FROM THE BRACING. THE CONTRACTOR SHALL INSURE THAT EFFICIENT MEANS ARE PROVIDED TO PROPERLY TRANSFORM EXTERNAL FORCES FROM THE SHEETING AND SHORING TO THE INTENAL BRACING. FILLER AND WEDGES SHALL BE LEVEL OF BRACING, AND MAINTAINED IN A MANNER AS FOR THE BRACING SYSTEM TO BE PROPERLY STRESSED AT ALL TIMES. ALL ABUTTING ENDS OF BRACING SHALL BE IN FULL BEARING ACROSS THE ENTIRE SECTION OF THE MEMBER. CONCRETE DESIGN AND DETAILING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND ACI 301, LATEST EDITIONS. CONTRACTOR SHALL SUBMIT MIX DESIGNS ACCOMPANIED BY APPROPRIATE GRAPHS AND BACKGROUND DATA FOR APPROVAL. MIX DESIGN SHALL INDICATE 7 AND 28 DAYS STRENGTHS, CEMENT CONTENT, AIR CONTENT, WATER-CEMENT RATIO, AMOUNT OF FINE AND COARSE AGGREGATES, AND ADMIXTURES. MINIMUM ULTIMATE COPRESSIVE STRENGH OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE. SLAB ON GRADE 3000 PSI WALLS AND PIERS 4000 PSI GRADE BEAMS 3000 PSI PEA-GRAVEL CONCRETE (GROUT) 2500 PSI (FOR FILLING CMU UNITS) ALL OTHER CONCRETE 3000 PSI ALL EXTERIOR CONCRETE AND CONCRETE EXPOSED TO WEATHER SHALL BE AIR RETAINED. SLABS POURED ON GRADE SHALL BE MINIMUM 5" THICK, PLACED OVER VAPOR BARRIER AND 5" OF WASHED GARVEL UNLESS NOTED OTHERWISE. SLABS ON GRADE SHALL BE REINFORCED WITH 6x6 - W1.4xW1.4 WELDED WIRE FABRIC PLACED AT MID DEPTH OF SLAB. LAP WELDED WIRE FABRIC ONE FULL MESH AT ENDS AND SIDES. PROVIDE KEYED CONSTRUCTION JOINTS AT COLUMN CENTERLINES AND CENTERLINES OF 30'-0" OR LARGER BAYS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. PROVIDE DIAMOND OR ROUND SHAPE ISOLATION JOINTS AROUND COLUMN BASES. POUR CONCRETE INTO ISOLATION JOINTS AROUND COLUMN BASES AFTER SLAB ON GRADE IS POURED ALL CONCRETE WORK, REINFORCING PLACEMENT, FORMWORK AND SHORING SHALL BE INSPECTED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. CONCRETE QUALITY CONTROL, INSPECTION AND TESTING SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS, AS WELL AS LOCAL BUILDING CODE REQUIREMENTS. USE OF ADDICTIVE SHALL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. USE OF ADDICTIVE CONTAINING CALCIUM CHLORIDE SHALL NOT BE PERMITTED (OVER GALVANIZED METAL DECK) (IN POST-TENSIONED CONCRETE). THE CONCRETE PROTECTION FOR REINFORCCEMENT (CAST-IN-PLACE CONCRETE) ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITY SERVICES AND STRUCTUIRES SHALL BE LOCATED BY THE CONTRACTOR AND PROTECTED AT ALL TIMES. STRUCTURAL STEEL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING". STEEL IDENTIFIED AS GRADE 50 SHALL CONFORM TO ASTM A572, GRADE 50 (FY = 36 KSI). STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. STEEL TUBE SHALL CONFORM TO ASTM A500, GRADE B. ALL OTHER STEEL SHALL CONFORM TO ASTM A36 (FY = 36 KSI). BOLTED, WELDED AND COMBINATION CONNECTIONS SHALL BE DETAILED IN ACCORDANCE WITH "FRAMED BEAM CONNECTION" USING TWO WEB ANGLES AS SHOWN IN THE LATEST EDITION OF THE AISC "MAUAL OF STEEL CONSTRUCTION" (ALLOWABLE STRESS DESIGN). SEATED CONNECTION SHALL BE DETAILED IN ACCORDANCE WITH "SEATED BEAM CONNETIONS" AS SHOWN IN THE LATEST EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION", AND MAY BE USED TO CONNECT STEEL JOIST TO COLUMN FLANGES OR STEEL BEAMS TO GIRDERS AND GIRDERS TO COLUMN. PROVIDED WELDED STABILIZER PLATES OR ANGLES AT TOP OF BEAMS AT ALL SEATED CONNECTIONS. STEEL CONNECTIONS AT ENDS OF MEMBERS SHALL BE DESIGNED (FOR THE REACTION NOTED ON THE DRAWINGS) FOR THE FRACTION OF THE "ALLOWABLE UNIFORM LOAD" AS GIVEN IN THE AISC MANUAL FOR THE MEMBER, THE SPAN AND GRADE OF STEEL, AS FOLOWS: FOOTING PLACE COMPACTED FILL REQUIRED TO BRING SUBGRADE TO PROPER ELEVATION PRIOR TO FOUNDATION WORK. BOTTOM OF ALL EXTERIOR FOOTING SHALL BE A MINIMUM OF 2'-6" BELOW FINISHED EXTERIOR GRADE, UNLESS A LOWER ELEVATION IS NOTED. FOOTING ELEVATIONS NOTED ARE EXTIMATED BASED ON AVAILABLE GEOTECHNICAL AND GRADING INFORMATION. ALL FOUNDATION SUBGRADES SHALL BE INSPECTED AND APPROVED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER PRIOR TO BEING CONCRETED. FOOTING MAY BE LOWERED TO ACHIEVE BEARING CAPACITY, IF REQUIRED, SUBJECT TO REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. LATERAL BRACING OF STRUCUTURAL ELEMENTS PROVIDE ADEQUATE BRACING AND SHORING FOR BASEMENT, RETAINING AND PIT WALLS. BRACE BASEMENT AND PIT WALLS UNTIL SUPPORTING FLOORS ABOVE ARE IN PLACE AND HAVE ATTAINED DESIGN STRENGTH. DO NOT BACKFILL WALLS UNTIL AFTER FLOORS AT THE TOP AND BASE OF THE WALLSS ARE IN PLACE. WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF A WALL, BACKFILL BOTH SIDES SIMULTANEOUSLY WITH THE GRADE DIFFERENCE NOT EXCEED 2'-0" AT ANY TIME. LATERALLY BRACE BUILDING WALLS IN AN APPROVED MANNER AT A MAXIMUM HORIZONTAL SPACING OF 8'-0" O.C. (6'-0" O,C.) BRACING SHALL REMAIN IN PLACE UNTIL ROOF OR FLOOR MEMBERS HAVE BEEN SECURELY ANCHORED TO THE WALL. PROVIDED ADEQUATE BRACING AND GUY-WIRING FOR STEEL FRAME AND MEMBERS DURING STEEL ERECTION AND CONCRETE WORK ON DECK. STEEL FRAME SHALL BE PLUMB WITHIN AISC TOLERANCES AND PROJECT SPECIFICATION REQUIREMENTS. WALLS SUPPORTED BY OR CONNECTED TO STEEL FLOOR MEMBERS SHALL NOT BE PLACED UNTIL PERMANET ANCHORAGE AND BRACING SYSTEMS HAVE BEEN INSTALLED, AND UNTIL CONCRETE WORK FOR FLOOR DECK IS COMPLETED. WALLS AND PARAPETS SUPPORTED BY OR CONNECTED TO STEEL ROOF BEAMS SHALL NOT BE PL.ACED UNTIL ROOF DECK INSTALLATION IS COMPLETE. METAL PLATE CONNECTED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCODANCE WITH THE REQUIREMENTS OF ANSI/TPI 1-1995, "NATIONAL DESIGNED STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION", AMERICAN FOREST & PAPER ASSOCIATION'S " NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND APPLICABLE BUILDING CODE AS REFERENCED. THE TRUSS MANUFACTURER SHALL DESIGN WOOD TRUSSES FOR THE SPAN, PROFILE AND LOADS/LOADING CONDITIONS SPECIFIED ON THE DRAWINGS. STANDARD TEMPERATURE AND MOISTURE CONDITIONS SHALL BE ASSUMED UNLESS SPECIFICALLY NOTED OTHERWISE. TRUSS MANUFACTURER SHALL FURNISH DESIGN DRAWINGS BEARING THE SEAL AND REGISTRATION NUMBER OF A PROFESSIONER ENGINEER LICENSED IN MARYLAND. DRAWINGS SHALL INCLUDE AT A MINIMUM THE INFORMATION SPECIFIED IN SECTION 2303.4.1 OF THE 2000 INTERNATIONAL BUILDING CODE, AND SHALL BE APPROVED THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. LUMBER USED AS TRUSS MEMBERS SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED BY BOARD OF REVIEW OF AMERICAN LUMBER STANDARDS COMMITTEE. METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY A COMPANY MAINTAINING A RESEARCH REPORT WITH THE GOVERNING MODEL CODE AGENCY AND SHALL MEET OR EXCEED APPLICABLE STEEL SPECIFICATIOINS. EMBEDDED ITEMS/ELEVATOR BEAMS ANCHOR BOLTS, BEARING PLATES, INSERTS, LEVELING PLATES AND MISCELLANEOUS ITEMS SHALL BE LOCATED AND BUILT INTO CONNECTING WORK USING PRESET TEMPLATES. BEARING PLTES SHALL BE SET IN FULL BEDS OF NON-SHRINK GROUT AFTER LEVELING AND ADJUSTMENT. OPENINGS AND PIPE SLEEVES SIZE AND LOCATION OF ALL OPENING SHALL BE COORDINATED WITH ARCHITECTURAL, ELETRICAL, MECHANICAL AND PLUMBING DRAWINGS. FORM OPENINGS AND PROVIDE PIPE SLEEVES WHEN POURING CONCRETE. HOLES LARGER THAN 2" IN DIAMETER SHALL NOT BE CUT INTO SLABS WITHOUT PERMISSION OF THE STRUCTURAL ENGINEER. ARRNGE REINFORCING AROUND OPENINGS AS SHOWN IN TYPICAL DETAILS. EMBEDDED PIPE OR CONDUITS SHALL BE SPACED AT LEAST THREE DIAMETERS ON CENTERS, UNLESS OTHERWISE NOTED. EXCESSIVE CROSSING OVER OF CONDUITS IN SLAB WILL NOT BE PERMITTED. PIPE SLEEVES SHALL NOT BE SPACED CLOSER THAN 8" CLEAR FROM ANY COLUMN UNLESS NOTED ON DRAWINGS. PLACE SLAB BARS TO CLEAR SLEEVES AND MAINTAIN 1 1/2" CLEAR SPACING BETWEEN BARS. WHERE SLEEVES ARE CLOSELY SPACED IN A GROUP SHALL BE TREATED AS AN OPENING AND REINFORCED ACCORDINGLY. WHERE FLOORS ARE PENETRATED BY OPENNINGS, SEAL THE OPENING TO MAINTAIN THE INTEGRITY OF FIRE RATING. LINTELS STEEL: IN SINGLE-WYTHE AND COMPOSITE MASONRY WALLS PROVIDE ONE STEEL ANGLE FOR EACH 4" OF WALL THICKNESS IN MASONRY WALLS ACCORDING TO THE FOLLOWING SCHEDULE, OPENINGS UP TO 3'-0" L 3 X 3 1/2 X 1/4 (3 1/2 LEG HORIZONTAL) 3'-1" TO 5'-0" L 4 X 3 1/2 X 5/16 " 5'-1" TO 8'-0" L 5 X 3 1/2 X 3/8 " WHERE CAVITY WALLS ARE UTILIZED, PLACE ANGLE UNDER CMU AS PER SCHEDULE ABOVE, AND UNDER BRICK PLUS CAVITY SPACE AS PER SCHEDULE BELOW. (USE FOR 1" CAVITY WIDTH) OPENINGS UP TO 3'-0" L 4 X 3 X 1/4 (4" LEG HORIZONTAL) 3'-1" TO 5'-0" L 4 X 4 X 5/16 ' 5'-1" TO 8'-1" L 6 X 4 X 5/16 " (USE FOR 2" CAVITY WIDTH) OPENINGS UP TO 3'-0" L 5 X 3 X 1/4 (5" LEG HORIZONTAL WITH STEEL 3'-1" TO 5'-0" L 5 X 5 X 5/16 5'-1" TO 8'-0" L 5 X 5 X 3/8 " " 0' 8' 16' 32' SCALE: 1/4"= 1'-0" DOUBLE LINTEL AND SPACERS SHALL BE WELDED EACH TO EACH OTHER AT 12" O.C. MAX. PRECAST CONCRETE: WHERE STEEL LINTELS ARE NOT INDICATED PROVIDE PRECAST CONCRETE LINTELS IN NON-BEARING WALLS WITH OPENINGS UP TO 8'-0" ACCORDING TO THE FOLLOWING SCHEDULE. (CONCRETE STRENGTH = 4,000 PSI). 4" 6" 8" 12" WALLS 4" X 8" WITH 1 - #4 TOP AND BOTTOM WALLS 6" X 8" WITH 1 - #5 TOP AND BOTTOM WALLS 8" X 8" WITH 2 - #4 TOP AND BOTTOM WALLS TWO 6" X 8" WITH 1 - #5 TOP AND BOTTOM EACH PROVIDE #3 TIES AT 8" O.C. IN PRECAST CONCRETE LINTELS. LINTELS SHALL BEAR A MINIMUM OF 6 INCHES (8 INCHES) AT EACH END ON A MINIMUM OF 8 INCH DEPTH OF BRICK OR SOLID MASONRY, UNLESS OTHERWISE NOTED. SEAL REINFORCING STEEL REINFORCING BARS SHALL BE DEFORMED BILLET STEEL COFORMING TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. REINFORCING BAR MATS SHALL ALSO CONFORM TO ASTM A184. BARS SHALL BE BRANDED BY THE MANUFACTURER WITH BAR SIZE GRADE OF STEEL AND CERTIFIED MILL REPORTS SHALL BE SUBMITTED FOR RECORD. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER FOR REINFORCEMENT: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOOTINGS, GRADE BEAM BOTTOMS): 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER (PIERS, GRADE BEAM SIDES, WALLS AND EXTERIOR SLABS): #6 BAR OR LARGER: 2" #5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" SLABS, WALLS, JOISTS: ALL BRACING SHALL BE MAINTAINED UNTIL STRUCTURAL ELEMENTS ARE REBRACED BY OTHER BRACING OR UNTIL THE PERMANENT FLOOR CONSTRUCTION IS ABLE TO WITHSTAND THE LATERAL EARTH AND GROUND WATER PRESSURES. REMOVE SHEETING, SHORING AND BRACING IN A MANNER TO AVOID HARMFUL DISTURBANCE TO UNDERLYING SOILS AND DAMAGE TO BUILDINGS, STRUCTURES, PAVEMENTS,FACILITIES AND UTILITIES. WHERE SHEETING IS ANCHORED TO THE SOILS IT RETAINS, ALL PRESTRESSED TIEBACK RODS SHALL BE RELIEVED OF STRESS AT ANCHOREAGES ONCE NEW WALLS ARE POURED AND SUPPORTED LATERALLY IN A PERMANET MANNER BY THE NEW CONSTRUCTION. PROVIDE 2" NORMINAL THICKNESS FULL DEPTH SOLID HORIZONTAL BLOCKING FOR JOISTS AND RAFTER AT ENDS AT SUPPORTTS. SOLID BLOCKING MAY BE OMITTED WHEN JOISTS FRAME INTO A SUPPORTING HEADERS. LAP JOIST FRAMING FROM OPPOSITE SIDES OVER A BEAM, GIRDER OR WALL 4" MINIMUM OR BUTT JOISTS END TO END AND SCAP WITH METAL STRAPS OVER OR WOOBD BLOCKS. USE APPROVED METAL HANGERS TO SUPPORT JOISTS FRAMING INTO THE SIDES OF WOOD BEAMS. JOIST CARRYING PARTITION PARALLEL TO JOISTS SHALL BE DOUBLED. #14 AND #18 BARS: 1 1/2" #11 BAR AND SMALLER: 3/4" (UNLESS NOTED OTHERWISE) WELDED WIRE MESH SHALL BE PLACE AT MID- DEPTH OF SLAB OR 2 INCHES BELOW THE TOP SURFACE, WHICHEVER IS LESS. LUMBER AND WOOD PRODUCTS LUMBER SHALL COMPLY WITH THE RQUIREMENTS OF THE AMERICAN FOREST & PAPER ASSOCIATION'S "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)". LUMBER SHALL BE SOUTHERN PINE NO. 2 OR APPROVED EQUIVALENT WITH ALL ALLOWABLE DESIGN VALUES GREATER THAN OR EQUAL TO SOUTHERN PINE NO. 2 AS LISTED IN THE NDS. LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT DELIVERY:. PROVIDE CORNERS BARS AT JUNCTIONS OF CONCRETE WALLS. GRADE BEAMS AND WALL FOOTINGS AND LAP WITH WALL REINFORCING AS SHOWN IN TYPICAL DETAILS.SIZE AND SPACING OF CORNER BARS TO BE SAME AS HORIZONTAL WALL REINFORCING, UNLESS SHOWN OTHERWISE. WHERE CONTNUOUS BARS ARE CALLED FOR, THEY SHALL RUN CONTINUOSLY AROUND CORNERS AND LAPPED AS NECESSARY.PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS. TENSION COMPRESSION LAP SPLICES SHALL NOT BE LESS THAN THE SPLICE LENGTHS AS GIVEN IN ACI-318. GENERALLY LAP TOP BARS AT MID SPAN AND BOTTOM BARS AT SUPPORTS. PROVIDE PLACING ACCESSORIES IN ACCORDANCE WITH ACI RECOMMENDATIONS. MISCELLANEOUS STEEL MISCELLANEOUS STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC " SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND SHALL BE ASTM A36. BOLTS SHALL BE HIGH STRENGTH 3/4" DIAMETER CONFORMING TO ASTM A325. WELDING SHALL BE DONE ONLY BY CERTIFIED WELDERS. WELD IN ACCORDANCE WITH THE AWA "STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". STRUCTURAL STEEL SURFACES CAST INTO CONCRETE SHALL BE UNPAINTED. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS SHOWING COMPLETE DIMENSIONS AND DETAILS FOR APPROVAL PRIOR TO FABRICATION. THE STRUCTURAL STEEL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING. VERIFICTION, AND FOR COORDINATION OF DIMENSIONS AND DETAILS WITH THE STRUCTURAL AND OTHER PORTIONS OF THE CONTRACT DRAWINGS. THE STRUCTURAL CONTRACT DRAWINGS SHALL NOT BE REPRODUCED AS SHOP DRAWINGS UNLESS THE STRUCTURAL ENGINEER'S APPROVAL IS OBTAINED IN WRITING. WOOD STRUCTURAL PANELS (PLYWOOD OR ORIENTED STRAND BOARD) SHALL COMPLY WITH THE AMERICAN PLYWOOD ASOCIATION'S "PLYWOOD DESIGN SPECIFICATION" AND THE DEPARTMENT OF COMMERCE'S PERFORMANCE STANDARD (PS) 1 OR 2. HEADER WILL BE FASTEN TO POSTS WITH METAL CAPS SUCH AS AC AND ACE OR HH BY SIMPSON OR APPROVED EQUAL. ALTERNATELY WOOD POSTS MAYBE INSTALLED TIGHT UNDER WOOD BEAMS AND CUT SO THAT THE BEAM BEARING IS UNIFORM ON THE POST AND METAL CAP ELIMINATED. PRESERVATIVE-TREATED WOOD SHALL CONFORM TO THE APPLICABLE STANDARD OF THE AWPA. ROOF TRUSS SHALL HAVE HURRICANE TIES SUCH AS H2.5 BY SIMPSON OR APPROVED EQUAL. GIRDER TRUSSES SHALL HAVE TWO TIES AT EACH END. STUD BEARING WALLS AND EXTERIOR STUD WALLS SHALL HAVE CONTINUOS HORIZONTAL WOOD BLOCKING AT MID-HEIGHT BETWEEN FLOOR AND ROOF LEVELS. STUDS AND POSTS SHALL BE ONE CONTINUOUS MEMBER BETWEEN BASE PLATE AND DOUBLE TOP PLATES BETWEEN FLOOR LEVELS AND BETWEEN FLOOR LEVEL AND ROOF DIAPHRAGMS. ALL DOUBLE STUDS SHALL BE NAILED TO EACH OTHER AT 8 INCH MAXIMUM SPACING FULL- HEIGHT. EXTERIOR BUILDING CORNERS IN STUD WALLS SHALL BE BRACED WITH DIAGONALLY PLACED METAL STRAPS OR PLYWOOD SHEATHING NAILED OR SCREWED TO STUDS. ALL DOUBLE (OR MORE) RAFTERS, JOISTS, AND BEAMS SHALL BE MECHANICALLY FASTENED OR NAILED TO EACH OTHER TO ACT AS A SINGLE UNIT WHEN LOADED. MULTIPLE-PLY MEMBERS SHALL BE NAILED TOGETHER WITH TWO HORIZONTAL ROWS OF 20d NAILS SPACED 32" ON CENTER, ONE ROW NEAR THE TOP EDGE AND ONE ROW NEAR THE BOTTOM EDGE, AT A MINIMUM. WOOD COLUMNS AND POST SHALL BE FRAMED TO TRUE END BEARINGS. AND SHALL BE POSITIVELY ANCHORED TO FOUNDATION WITH APPROVED POST BASES TO SUPPORT COLUMN OR SECURELY IN POSITION AND PROTECT BASE FROM DETERIORATION. COLUMNS AND POST OF TREATED WOOD MAY BE PLACED DIRECTLY ON CONCRETE OR MASONRY. USE TREATED WOOD FOR ALL FLOOR JOISTS AND BEAMS WHICH ARE EXPOSED OR WITHINN 18" OF THE GROUIND, OR ;IN PERMANENT; CONTACT WITH; EARTH;.} DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- Owner: ALL HARDWARE ATTACHMENTS AND BEAMS IN THE TRUSS SYSTEM SHALL BE SUPPLIED BY THE TRUSS MANUFACTURER. OT SU BALCONY POSTS SHALL HAVE POST BASES SUCH AS ABA OR ABU BY SIMPSON OR SIMILAR. PROVIDE COLUMN CAPS, WHERE BEAMS FRAME TO COLUMNS, SUCH AS CC/ECC BY SIMPSON OR APPROVED EQUAL. CAPS SHALL HAVE ENOUGH LENGTH TO PROVIDE A MINIMUM OF 4" OF BEARING LENGTH FOR EACH BEAM. ALLOWABLE BENDING STRESS, Fb = 2,200 PSI ALLOWABLE SHEAR STRESS, Fv = 285 PSI ALLOWABLE COMPRESSION STRESS STERSS PERPENDICULAR TO GRAIN, Fcp = 750 PSI MODULUS OF ELASTICITY, E = 1,800,000 PSL PARALLEL STRAND LUMBER (PSL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES; ALLOWABLE BENDING STRESS, Fb = 2,400 PSI ALLOWABLE COMPRESSION STRESS PARALLEL TO GRAIN, Fc = 2,500 PSLI MODULUS OF ELASTICITY, E = 1,800,000 PSI INFORMALCRAFT LLC HARDWARE ATTACHMENT GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN ANSI/AITC A 190.1-92 "AMERICAN NATIONAL STANDARD, STRUCTURAL GLUED LAMINATED TIMBER" AND ASTM D 3737. GLUED LAMINATED BEAMS SHALL BE VISUALLY GRADED SOUTHERN PINE, COMBINATION 16F-V3 OR GREATER FOR BEAMS AND COMBINATION 47 OR GREATER COLUMNS. STRUCTURAL COMPOSITE LUMBER (LVL AND PSL) SHALL HAVE STRUCTURAL CAPACITIES ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIESS: KEY PLAN PROJECT ID# INC-010-DRG-001 DRAWING TITLE: PROVIDE TWO METAL STRAPS AND BEAM/GIRDER TRUSSES AT THE TOP FLOOR. USE LTS18 OR TS18 BY SIMPSON OR APPROVED EQUAL. JOIST/.BEAM HANGERS JOIST/BEAM HANGERS SHALL HAVE LOAD CARRYING CAPACITY NOT LESS THAN THE SHEAR CAPACITY OF THE JOIST/BEAM BEING CARRIED BY THE HANGER. MASONRY CONCRETE BLOCK USED IN WALLS CONFORM TO ASTM C-90, f'm=1500 PSI. BRICK SHALL CONFORM TO ASTM C62 AND ASTM C216, AS APPLICABLE. MORTAR FOR MASONRY SHALL CONFORM TO ASTM C270, TYPE N. (EXCEPT THAT TYPE S MORTAR SHALL BE USED AT LOAD BEARING MASONRY STIAR AND ELEVATOR WALLS). PROJECT No: REINFORCED MASONRY WALLS SHALL BE BUILT SO THAT ALL CELLS LINE UP. WEBS OF UNITS TO BE REINFORCED SHALL BE FILLED WITH CEMENT GROUT OR PEA-GRAVEL CONCRETE AND UNITS SHALL HAVE FULL MORTAR COVERAGE. DRAWING TITLE: GENERAL NOTES PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCING, "DUR-0-WALL" OR EQUIVALENT, IN ALL MASONRY WALLS AT 16" O.C. VERTICALLY AT MORTAR JOINTS ABOVE AND BELOW AN OPENING, AND AT HORIZONTAL JOINTS WITH WALL TIES TO STEEL BEAMS. WHERE WALLS ABUT EACH OTHER AND AT OUTSIDE CORNERS, PROVIDE PREFABRICATED TEE-TYPE AND CORNER TRUSS TIES. DISCONTINUE JOINT REINFORCING AT CONTROL JOINTS. PROVIDE ADJUSTABLE MASONRY ANCHORS TO BEAMS. COLUMNS (AND WALLS) ABUTTING MASONRY AT 16" O.C. HORIZONTALLY OR VERTICALLY. PROVIDE KEYED VERTICAL CONTROL JOINTS IN MASONRY WALLS AS PER ARCHITECTURAL DRAWINGS, BUT NOT TO EXCEED 40 FT. O.C. MASONRY FACADE SUSPENDED FROM OR SUPPORTED ON CONCRETE SLAB AND BEAMS SHALL NOT BE ERECTED UNTIL PERMANENT ALIGNMENT AND ANCHORAGE OF SHELF ANGLES SUSPENDED HARDWARE IS COMPLETED, ALL TEMPORARY AND PERMANENT BRACING (WHERE REQUIRED) IS INSTALLED AND ALL SHORES AND RESHORES ARE REMOVED. MASONRY ANCHORS SCALE: SPANDREL BEAMS AND COLUMNS SHALL BE ANCHORED TO MASONRY WALLS WITH DUR -0-WALL, INC. #D/A 913 3/16"x1 1/4" GALV. MASONRY ANCHORS, AND SHALL BE SUPPLIED WITH #D/A 901 11 GA.. SHOP PAINTED, WELDED STEEL CHANNELS OR EQUIVALENT. COLUMNS OPPOSITE CONTROL JOINTS SHALL ANCHOR ON EACH SIDE OF THE CONTROL JOINT AS SHOWN IN THE TYPICAL DETAILS. MASONRY ANCHORS AT OPENING WEB JOIST SHALL BE DUR-0-WAL, INC. # D/A 610 1/4"x1 1/4" GALV. ANCHORS OR EQUIVALENT. GROUT MASONRY CELLS SOLID AT ANCHOR LOCATIONS. 1/4" = 1'-0" CN CONSTRUCTION DOCUMENTS MAY 17, 2015 STANDARD EROSION CONTROL NOTES SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED BEFORE THE START OF ANY EXCAVATION AND/OR CONSTRUCTION AS PER STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL FOR THE DISTRICT OF COLUMBIA. IF AN ON-SITE INSPECTION REVEALS FURTHER EROSION CONTROL MEASURES ARE NECESSARY, THE SAME SHALL BE PROVIDED. ALL 2. DEBRIS IS TO BE REMOVED FROM SITE. ALLEY 3. AND/OR STREETS/SIDEWALKS SHALL BE SWEPT CLEAN AT ALL TIMES DURING DEMOLITION, EXCAVATION AND CONSTRUCTION. ALL 4. CATCH BASINS AND DRAIN AREAS SHALL BE PROTECTED DURING EXCAVATION AND CONSTRUCTION. 5. CATCH BASINS OR DRAINS BECOME CLOGGED AS A RESULT OF IF ANY DEMOLITION, EXCAVATION OR CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS CLEANING. 6. SEDIMENT TRAP/SEDIMENT TANK HAS REACHED 67% CAPACITY, WHEN CLEANING OUT OF SAME IS REQUIRED. ANY7.STOCKPILING, REGARDLESS OF LOCATION SHALL BE STABILIZED AND COVERED WITH PLASTIC OR CANVAS, AFTER ITS ESTABLISHMENT AND FOR DURATION OF THE PROJECT. AFTER 8. RAZING OR DEMOLITION, THERE IS THE NEED FOR GROUNDCOVER TO PREVENT EROSION AND SEDIMENT RUNOFF FROM OCCURRING. SUCH AS APPLYING SEED, SOD, PAVE, BRICKBAT OR MULCH, ETC. THE9.SITE'S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY LOG BOOKS AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE FOR INSPECTION BY AUTHORIZED OFFICIALS OF DCRA RESPONSIBLE FOR PROJECT. TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED, WITH 10. PERMISSION OF DCRA INSPECTOR, WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL PERMANENT AND TEMPORARY SEEDING, SODDING AND MULCHING I. SITE PREPARATION PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN (A) SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL SEDIMENT CONTROL PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS, DIKES, GRASSED WATERWAYS, SEDIMENT BASINS, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND (B) FOURTEEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE. II. SEEDBED PREPARATION AND SEEDING APPLICATION THE TOP LAYER OF SOIL SHALL BE LOOSENED, LIMED AND FERTILIZED BY RAKING, DISCING OR HARROWING OR OTHER ACCEPTABLE MEANS BEFORE SEEDING. FLAT AREAS AND SLOPES UP TO 3 TO 1 GRADE SHALL BE LOOSE AND FRIABLE TO A DEPTH OF AT LEAST 3 INCHES SLOPES STEEPER THAN 3 TO 1 SHALL HAVE THE TOP 1-3 INCHES OF SOIL LOOSE AND FRIABLE BEFORE SEEDING. FLAT AREAS AND SLOPES UP TO 3 TO 1 GRADE SHALL BE LOOSE AND FRIABLE TO A DEPTH OF AT LEAST 3 INCHES SLOPES STEEPER THAN 3 TO 1 SHALL HAVE THE TOP 1-3 INCHES OF SOIL LOOSE AND FRIABLE BEFORE SEEDING. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DRILL CULTIPACKER,SEEDER OR HYDROSEEDER ON A FIRM MOIST SEEDBED. III. SOIL AMENDMENTS LIME AND FERTILIZE ACCORDING TO SOIL TESTS. IN LIEU OF SOIL TEST APPLY THE FOLLOWING: DOLOMITIC LIMESTONE 2 TONS PER ACRE OR 92 LBS/1,000 (PERMANENT AND SODDING SQ.FT.) FERTILIZER 1 TON PER ACRE OR 46 LB/1,000 (TEMPORARY) 10-10-10 OR EQUIVALENT AT 1,000 LBS PER ACRE OR 23 LBS PER 1,000 SQ. FT. (PERMANENT AND SODDING) USED TEMPORARILY FOR SEDIMENT CONTROL SHALL BE CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS WELL. CONTRIBUTORY DRAINAGE AREAS. STORMWATER MANAGEMENT STRUCTURES SEED: SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED IN APPROVED AREAS, BUT NOT WITHIN A FLOODPLAIN, WETLAND OR TREE-SAVE AREA. WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO A SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE. A SUMP PIT MAY BE USED IF SEDIMENT TRAPS THEMSELVES ARE BEING PUMPED OUT. DATES: LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN 8 FEET, HAVE MESH OPENINGS NO GREATER THAN 2 INCHES IN WIDTH AND 4 INCHES IN HEIGHT WITH A MINIMUM OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED CONTROLS OR AS DIRECTED BY ENGINEER OR DCRA INSPECTOR: (A) CALL "MISS UTILITY" AT- HOURS PRIOR TO THE START OF WORK. (B) EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH. (C) TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED AND STABILIZED AT THE END OF EACH WORKING DAY. NO MORE TRENCHES SHALL BE OPENED THAN CAN BE COMPLETED THE SAME DAY, UNLESS; (D) TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY. OFF-SITE SPOIL, WASTE, OR BORROW AREAS IN THE DISTRICT OF COLUMBIA OR ON FEDERAL PROPERTY MUST HAVE PRIOR APPROVAL BY DCRA. ALL WASTE AN BORROW AREAS OFF-SITE MUST BE PROTECTED BY SEDIMENT CONTROL MEASURES AND STABILIZED IN ACCORDANCE WITH THE ORDINANCES AND REGULATIONS OF THE JURISDICATION WHERE THE SPOIL, WASTE, OR BORROW AREA IS LOCATED/STABILIZED. DATE ISSUE LIQUID MULCH BINDER SHALL BE RAPID CURING CUTBACK ASPHALT APPLIED AT A RATE OF 200 GAL/ACRE OR 5 GAL. PER 1,000 SQ. FT. SLOPES 8 FEET OR MORE HIGH USE 348 GAL./ACRE OR 8 GAL./1,000 SQ. FT. VII. SODDING CLASS OF TURFGRASS SOD SHALL BE MARYLAND OR VIRGINIA STATE CERTIFIED OR MARYLAND OR VIRGINIA STATE APPROVED SOD. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SOD IS TO BE LAID WITH THE LONG EDGES PARALLEL TO THE CONTOUR WITH STAGGERED JOINTS WITH ALL ENDS TIGHTLY ABUTTING AND NOT OVERLAPPING. SOD SHALL BE ROLLED AND THOROUGHLY WATERED WITHIN EIGHT HOURS OF INSTALLATION. DAILY WATERING TO MAINTAIN 4 INCH DEPTH OF MOISTURE FOR THE FIRST WEEK IS REQUIRED IN THE ABSENCE OF RAINFALL. SOD IS NOT TO BE APPLIED ON FROZEN GROUND. IX. MAINTENANCE 0' A. IRRIGATION - WHEN SOIL MOISTURE BECOMES DEFICIENT, IRRIGATE TO PREVENT LOSS OF STAND OF PROTECTIVE VEGETATION. B. REPAIRS - IF STAND IS INADEQUATE FOR EROSION CONTROL, OVERSEED AND FERTILIZE USING HALF OF THE RATES ORIGINALLY APPLIED. IF STAND IS OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL RATES AND PROCEDURES. 8' 16' 32' SCALE: 1/4"= 1'-0" NOTE: USE OF THIS INFORMATION DOES NOT PRECLUDE MEETING ALL OF THE REQUIREMENTS OF THE 1987 DISTRICT OF COLUMBIA DEPARTMENT OF CONSUMER AND REGULATORY AFFAIRS STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL VEGETATIVE PRACTICES. STANDARD EROSION AND SEDIMENT CONTROL MEASURES AND SEQUENCE IV. SEDIMENT CONTROL PRACTICES, SEEDING VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE 11. DCRA STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL. REFER TO APPROPRIATE SPECIFICATIONS FOR TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SODDING AND GROUND COVERS. WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND TRAPS MAY NEED TO BE SURROUNDED WITH AN APPROVED SAFETY FENCE. THE FENCE MUST CONFORM TO LOCAL ORDINANCES AND REGULATIONS. THE DEVELOPER OR OWNER SHALL CHECK WITH LOCAL GUILDING OFFICIALS ON APPLICABLE SAFETY REQUIREMENTS. WHERE SAFETY FENCE IS DEEMED APPROPRIATE AND LOCAL ORDINANCES DO NOT SPECIFY FENCING SIZES AND TYPES, THE FOLLOWING SHALL BE USED AS A MINIMUM STANDARD: THE SAFETY FENCE MUST BE MADE OF WELDED WIRE AND AT NO. VEGETATIVE STABILIZATION V. "KENTUCKY 31" TALL FESCUE 60 LBS/ACRE OR 1.38 LBS/1,000 SQ. FT AND ITALIAN (ANNUAL) RYEGRASS 40 LBS/ACRE OR .91 LBS/1,000 SQ. FT. 1/2 - 10/31 5/1 - 8/14 WITH IRRIGATION. TEMPORARY SEEDING: PER GROWING SEASON SEED: DATES: SEED: DATES: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. 2. PROVIDE TEMPORARY STONE CONSTRUCTION ENTRANCE WHERE SHOWN. PROVIDE WATER SOURCE AND HOSE TO CLEAN ALL EQUIPMENT LEAVING SITE. 3. INSTALL SILT FENCE AS SHOWN. 4. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 CALENDAR DAYS. INSTALL THE NECESSARY TEMPORARY OR PERMANENT VEGETATIVE STABILIZATION MEASURES TO ACHIEVE ADEQUATE EROSION AND SEDIMENT ITALIAN OR PERENNIAL RYEGRASS 40 LBS/ACRE OR .92 LBS/1,000 SQ. FT. 2/1 - 4/30 AND 8/15 - 11/30 CONTROL. 5. ALL CONSTRUCTION TO BE INSPECTED DAILY BY THE CONTRACTOR, AND ANY DAMAGED SILTATION OR EROSION CONTROL DEVICES OR MEASURES WILL BE REPAIRED AT THE CLOSE OF THE DAY. MILLET 40 LBS/ACRE OR 0.92 LBS/1,000 SQ. FT. 5/1 - 8/14 SEAL 6. ALL SILT FENCE TO BE MAINTAINED IN WORKING CONDITION. TO BE MAINTAINED IN WORKING CONDITION. 7. STABILIZED CONSTRUCTION ENTRANCES TO BE PERIODICALLY SUPPLEMENTED WITH ADDITIONAL STONE AS NEEDED. 8. CONTROLS CAN BE REMOVED AFTER THEIR CONTRIBUTING BASINS HAVE BEEN PERMANENTLY STABILIZED, AND APPROVAL OF INSPECTOR IS OBTAINED. KEY PLAN VI. PERMANENT SEEDING A. RESIDENTIAL AND HIGH MAINTENANCE AREAS 1. KENTUCKY BLUEGRASS, "PLUSH", "BIRKA", "PARADE", "VANTAGE", "COLUMBIA", "MERION", "ADELPHI", "SOUTH DAKOTA", "KENBLUE". ANY THREE VARIETIES AT 30 LBS. TO MAKE 90 LBS/ACRE OR 2 LBS/1,000 SQ.FT. AND RED FESCUE - "PENNLAWN" OR JAMESTOWN 10 LBS/1000 SQ.FT. DATES: 2/1 - 4/30 AND 8/15 - 10/31. 2. "KENTUCKY 31" TALL FESCUE 220-260 LBS/ACRE OR 5-6 LBS/1,000 SQ. FT. DATES: 2/1 - 10/31 5/1 - 8/14 IRRIGATION REQUIRED. B. LOW MAINTENANCE AND MINING AREAS "KENTUCKY 31" TALL FESCUE 40 LBS/ACRE OR 0.92 LBS/1,000 SQ. FT. AND "INTERSTATE" SERICEA LESPEDEZA (INOCULATED)20 LBS/ACRE OR 0.46 LBS/1,000 SQ. FT. DATES: 2/1 - 4/30 AND 8/15 - 10/31 C. GENERAL AND LARGE ACREAGE "KENTUCKY 31" TALL FESCUE 60 LBS./ACRE OR 1.38 LBS/1,000 SQ.FT.(0.5 kg/100 sq.m) VII. MULCHING ALL SEEDINGS REQUIRE MULCHING. USE MULCH ONLY DURING NON-SEEDING DATES UNTIL SEEDING CAN BE DONE. MULCH SHALL BE UNROTTED, UNCHOPPED SMALL GRAIN STRAW APPLIED AT A RATE OF 1 TO 2 TONS/ACRE OR 70-90 LBS/1,000 SQ.FT. (2 BALES) MULCH MATERIALS SHALL BE RELATIVELY FREE OF ALL KINDS OF WEED BEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS. SPREAD MULCH UNIFORMLY MECHANICALLY OR BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY MULCH NETTINGS, MULCH ANCHORING TOOL, PEG AND TWIN OR LIQUID MULCH BINDERS. INFORMALCRAFT LLC DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- GENERAL NOTES Owner: 1. ALL WORK AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE V.A. CODES, REGULATIONS AND STANDARDS 2. CONTRACTOR SHALL OBTAIN ALL REQURED V.A PERMITS, INSPECTIONS AND APPROVALS PRIOR TO STARTING THE WORK. 3. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A SAFE MANNER AT ALL TIMES. ALL V.A. AND OSHA SAFTEY STANDARDS AND MEASURES SHALL BE EXCERCISED AT ALL TIMES DURING THE DURATION OF THE CONSTRUCTION. 4. THE SITE WORK AREA SHALL BE RESTRICTTED TO AUTHORIZED PERSONS ONLY, AT ALL TIMES DURING THE DURATION OF THE CONSTRUCTION. 5. THE CONTRACTOR SHALL BE HELD FULLY LIABLE FOR DAMAGE TO PUBLIC SPACE , UTILITIES AND THE ADJOINING PROPERTIES. 6. THE CONTRACTOR SHALL CONTACT ALL REQUIRED UTILITY COMPANIES AND VERIFY THE DISCONNECTING OF NATURAL GAS LINES, WATERLINES, AND ELECTRIC LINES PRIOR TO DIGGING. PROJECT ID# INC-010-DRG-001 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES, ELEVATIONS, UTILITIES, EXISTING AND PROPOSED INSTALLATIONS AND SCOPE OF WORK SCHEDULED AT THE SITE. DRAWING TITLE: 8. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES DESIGNATED BY THE NUMBERED ITEMS AND NOTES DESIGNATED HEREIN ON THIS SHEET, AT LOCATIONS SHOWN ON THE PLAN. EROSION AND SEDIMENT CONTROL DEVICES SHOWN ON THIS SHEET WITHOUT NUMBERS ARE NOT REQUIRED TO BE INSTALLED AT THIS SITE. ALL NOTES AND SYMBOLS SHALL BE MADE APPLICABLE FOR THIS PROJECT. PROJECT No: DRAWING TITLE: EROSION AND SEDIMENT CONTROL NOTES AND SITE PLAN LEGEND STABILIZED CONSTRUCTION ENTRANCE EXISTING CONTOUR SILT FENCE CONCRETE PAVED AREA LIMIT OF DISTURBANCE SCALE: SEWER LINE WATER LINE CLEAN OUT SILT FENCE & LIMIT OF DISTURBANCE (ENDING AT SAME LINE) PROPOSED CONTOUR INV.=76.75 INVERT ELEVATION 1/4" = 1'-0" C-1 CONSTRUCTION DOCUMENTS MAY 17, 2015 NO. SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE DETAIL TO CENTER STREET SWEEPING ISSUE CONCRETE BLOCK CURB INLET GRAVEL FILTER 36" MIN. LENGTH FENCE POST, DRIVEN A MIN.OF 16"(406 MM)INTO GROUND. 10 MAXIMUM CENTER STRING BINDER 6 4 STRAW BALE DIKE DETAIL DATE 1. STREETS WITHIN ONE MILE (1.6km) SHALL BE INSPECTED DAILY, ANY WIRE SCREEN DROPPED SOIL, DUST AND/OR DEBRIS SHALL BE REMOVED. CURB GUTTER UNDISTURBED GROUND FLOW 16" MIN. HEIGHT OF GEOTEXTILE CLASS F FLOW EXIST. PAVEMENT EARTH FILL PIPE AS NECESSARY ** GEOTEXTILE CLASS 'C' OR BETTER FLOW SBD 3. ROADS SHALL BE SWEPT ON A WEEKLY BASIS (MINIMUM) DURING ALL ON CURB INLET SEDIMENT FILTER (NOT TO SCALE) 1. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE OF THE INLET OPENING. 2. A 2 INCH BY 4 INCH STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF EACH SPACER BLOCK TO HELP KEEP THE FRON BLOCKS IN PLACE. FENCE POST SECTION MIN. 20" GROUND UNDISTURBED GROUND FILTER CLOTH FLOW EMBED GEOTEXTILE CLASS F A MIN. OF 8" VERTICALLY INTO THE GROUND ENTRANCE BALES A MINIMUM OF 4" INTO THE GROUND 2X4 WOOD STUD HAUL ROUTES. 36" MIN. FENCE POST LENGTH BOUND BALES PLACED ON CONTOUR INLET WIRE SCREEN AND OFF SITE HAULING OPERATIONS FOR UP TO ONE MILE (1.61km) ALONG PROFILE ANGLE FIRST STAKE TOWARD THE PREVIOUSLY PLACED BALE SILTED WATER TOTAL DUST AND DIRT ON PAVED SURFACES. MIN.6" OF 2"-3" AGGREGATE OVER LENGHT AND WIDTH OF STRUCTURE EXISTING GROUND PERSPECTIVE VIEW 2. VACUUM TYPE STREET CLEANER SHALL BE USED TO EFFECTIVELY REMOVE 5:1 5:1 WOVEN WIRE FENCE BEDDING DETAIL MOUNTABLE BERM (6" MIN) 50' MIN. 8" MIN. DEPTH IN GROUND 4" VERTICAL FACE OVERFLOW 3' 10' MIN.WIDTH TOP VIEW 5. TWO TO THREE INCH STONE SHALL BE FILED AGAINST THE WIRE TO THE TIP OF THE BARRIER AS SHOWN. EXISTING PAVEMENT 10' MIN. 0' 8' 16' 32' SCALE: 1/4"= 1'-0" 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM THE BLOCKS, CLEANED AND REPLACED. 10' MIN. STANDARD SYMBOL STANDARD SYMBOL SF 4. WIRE MESH SHALL BE PLACED OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCKS. CHICKEN WIRE OR HARDWARE BLOCK WITH 21 INCH OPENINGS SHALL BE USED. 10' MIN. FENCE POST DRIVEN A MIN. OF 16" INTO THE GROUND CROSS SECTION 3. CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES SCROSS THE FRONT OF THE INLES AND ABUTTING THE SPACER BLOCKS AS ILLUSTRATED. 50'MIN. LENGTH PLAN VIEW SCE POST 2 REBARS OR 2" x 2" DRIVEN 12" TO 18" INTO THE GROUND STAKES ARE TO BE DRIVEN FLUSH WITH THE TOP OF THE BALES FLOW UNDISTURBED GROUND SECTION B STAPLE SECTION A STAPLE LIST OF STANDARD SYMBOLS JOINING TWO ADJACENT SILT FENCE SECTIONS ANCHORING DETAIL EROSION AND SEDIMENT CONTROL MEASURES AND SEQUENCE 4 SILT FENCE STANDARDS AND SPECIFICATIONS FOR DUST CONTROL CONSTRUCTION SPECIFICATION SILT FENCE DESIGN CRITERIA 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE, ON THE CONTOUR, AND IN A ROW WITH THE ENDS OF EACH BALE TIGHTLY ABUTTING THE ADJACENT BALES. SLOPE STEEPNESS 2. EACH BALE SHALL BE ENTRENCHED IN THE SOIL A MINIMUM OF 4" AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE 12" TO 18" INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE. (MAXIMUM) SLOPE LENGTH (MAXIMUM) SILT FENCE LENGTH FLATTER THAN 50:1 50:1 TO 10:1 10:1 TO 5:1 UNLIMITED 125 FT. 100 FT. UNLIMITED 1,000 FT. 750 FT. 5:1 TO 3:1 60 FT. 500 FT. 3:1 TO 2:1 40 FT. 250 FT. 2:1 AND STEEPER 20 FT. 125 FT. NOTE: IN AREAS OF LESS THAN 2% SLOPE AND SANDY SOILS (USDA GENERAL CLASSIFICATION SYSTEM,SOIL CLASS A) MAXIMUM SLOPE LENGTH AND SILT FENCE LENGTH WILL BE UNLIMITED. IN THESE AREAS SILT FENCE MAY BE THE ONLY PERIMETER CONTROL REQUIRED. 1. FENCE POST SHALL BE A MINIMUM OF 36' LONG DRIVEN 16" MINIMUM INTO THE GROUND. WOOD POST SHALL BE 1 1/2" SQUARE (MINIMUM) CUT, OR 1 3/4" DIAMETER (MINIMUM) ROUND AND SHALL BE OF SOUND QUALITY HARDWOOD. STEEL POST WILL BE STANDARD T OR U SECTION WEIGHTING NOT LESS THAN 1.00 POUND PER LINEAR FOOT. 2. GEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS FOR GEOTEXTILE CLASS F: TENSILE STRENGTH TENSILE MODULUS FLOW RATE FILTERING EFFICIENCY 50 LBS/IN. (MIN) 20 LBS/IN (MIN.) 0.3 GAL FT/MIN.(MAX) 2 75% (MIN.) TEST: MSMT 509 TEST: MSMT 509 TEST: MSMT 322 TEST: MSMT 322 3. WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS. 4. SILT FENCE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND MAINTAINED WHEN BULGES OCCUR OR WHEN SEDIMENT ACCUMULATION REACHES 50% OF THE FABRIC HEIGHT. SILT BAG FOR PUMPED DIRTY WATER 1. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE PROJECT SITE SO AS TO MINIMIZE THE CREATION AND DISPERSION OF DUST. DUST CONTROL SHALL BE USED THROUGHOUT THE WORK AT THE SITE. 2. WIDTH - 10' MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS. 3. GEOTEXTILE FABRIC (FILTER CLOTH) SHALL BE PLACED OVER THE EXISTING GROUND PRIOR TO PLACING STONE. 4. STONE - CRUSHED AGGREGATE (2" TO 3") OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT SHALL BE PLACED AT LEAST 6" CONSTRUCTION SPECIFICATIONS 5. ALL BALES SHALL BE REMOVED WHEN THE SITE HAS BEEN STABILIZED. THE TRENCH WHERE THE BALES WERE LOCATED SHALL BE GRADED FLUSH AND STABILIZED. 1. LENGTH - MIN. OF 50' RAMP x 30' RAMP FOR SINGLE RESIDENCE LOT. DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE. 4. STRAW BALE DIKES SHALL BE INSPECTED FREQUENTLY AND AFTER EACH RAIN EVENT AND MAINTENANCE PERFORMED AS NECESSARY. SILT FENCE SILT BAG FOR PUMPED DIRTY WATER 5. SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE INSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND MIN. OF 6" OF STONE OVER THE PIPE. PIPE HAS TO BE SIZED ACCORDING TO THE DRAINAGE. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY, A PIPE WILL NOT BE NECESSARY. PIPE SHOULD BE SIZED ACCORDING TO THE AMOUNT OF RUNOFF TO BE CONVEYED. A 6" MIN. WILL BE REQUIRED. 2. THE CONTRACTOR MUST PROVIDE CLEAN WATER, FREE FROM SALT, OIL AND OTHER DELETERIOUS MATERIAL TO BE USED FOR ON-SITE DUST CONTROL. 3. THE CONTRACTOR SHALL SUPPLY WATER SPRAYING EQUIPMENT CAPABLE OF ACCESSING ALL WORK AREAS. 4. THE CONTRACTOR SHALL IMPLEMENT STRICT DUST CONTROL MEASURES DURING ACTIVE CONSTRUCTION PERIODS ON-SITE. THESE CONTROL MEASURES WILL GENERALLY CONSIST OF WATER APPLICATIONS THAT SHALL BE APPLIED A MINIMUM OF ONCE PER DAY DURING DRY WEATHER OR MORE OFTEN AS REQUIRED TO PREVENT DUST EMISSIONS. 5. SCE 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAINS INTO A APPROVED SEDIMENT TRAPPING DEVICE. SS-2 SD-12 PIPE SLOPE DRAIN GSS-3 PSD-12 PERIMETER DIKE/SWALE INLET PROTECTION DIVERSION KEY PLAN GRASSED WATERWAY LINED WATERWAY ROCK OUTLET PROTECTION SUBSURFACE DRAIN VEHICLE WASH AREA STONE OUTLET STRUCTURE A. APPLY WATER WITH EQUIPMENT CONSISTING OF TANK, SPRAY BAR,PUMP WITH DISCHARGE PRESSURE GAUGE. B. P.O BOX 932 LAUREL, MD, 20725 M:-- C. DISPERSE WATER THROUGH NOZZLES ON SPRAY BAR AT 20 PSI (137.8kPa), MINIMUM. KEEP AREAS DAMP WITHOUT CREATING NUISANCE CONDITIONS SUCH AS PONDING. 6. INFORMALCRAFT LLC DIGITAL CONCEPTS ARRANGE SPRAY BAR HEIGHT, NOZZLE SPACING AND SPRAY PATTERN TO PROVIDE COMPLETE COVERAGE OF GROUND WITH WATER. Owner: FOR WATER APPLICATION TO SOIL SURFACES DURING DEMOLITION AND/OR EXCAVATION, THE CONTRACTOR SHALL: A. APPLY WATER WITH EQUIPMENT CONSISTING OF A TANK, PUMP WITH DISCHARGE GAUGE, HOSES AND MIST NOZZLES. B. LOCATE TANK AND SPRAYING EQUIPMENT SO THAT THE ENTIRE EXCAVATION AREA CAN BE MISTED WITHOUT INTERFERING WITH DEMOLITION AND/OR EXCAVATION EQUIPMENT OR OPERATIONS. KEEP AREAS DAMP WITHOUT CREATING NUISANCE CONDITIONS SUCH AS PONDING. C. APPLY WATER SPRAY IN A MANNER TO PREVENT MOVEMENT OF SPRAY BEYOND THE SITE BOUNDARIES. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. DETAIL 19 - STONE OUTLET STRUCTURE GRADE STABILIZATION STRUCTURES TSOS 6. LOCATION - A STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABILIZED CONSTRUCTION ENTRANCE. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OFWAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. FOR WATER APPLICATION TO UNDISTURBED SOIL SURFACES, THE CONTRACTOR SHALL: B-3 A-2 TEMPORARY SWALE STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS SEAL SBD STRAW BALE DIKE STRAW BALE DIKE B-3 A-2 EARTH DIKE FLOW FLOW VEHICLE WASH AREA STABILIZED CONSTRUCTION ENTRANCE DETAIL 19 - STONE OUTLET STRUCTURE PROJECT ID# INC-010-DRG-001 3 VEHICLE WASH DETAIL Construction Specifications NOT DRAWN TO SCALE FLOW II. SPECIFICATIONS FOR SILT BAG 10'x15'(3.05 m x 4.57 m), 12 1/2'x15', (3.81 m x 4.54 m), AND 15'x15' (4.54 m x 4.54 m) SIZES. 1. Crushed stone shall be used. Gravel may be used if crushed stone is not available. The stone shall be 2"-3" in size. 2. The crest of the stone dike shall be at least 6" lower than the lowest elevation of the top of the earth dike and shall be level. I. INSTALLATION/USE PROPERTIES TEST METHOD UNITS / METRIC WEIGHT GRAB TENSIL PUNCTURE FLOW RATE PERMITIVITY UV RESISTANCE ASTM D-3776 ASTM D-4632 ASTM D-4833 ASTM D-4491 ASTM D-4991 ASTM D-4355 OZ./YD. LBS. LBS. GAL./MIN./FT -1 SEC. % WOVEN (gm/m) (kg) (kg) 2 (l/min./m ) 2 - - (54.5) 40 - 1. UNFOLD THE SILT BAG AND SIT INSIDE THE FABRICATED BOX (WOOD, METAL, OR PLASTIC). EARTH DIKE 2. INSERT PUMP DISCHARGE HOSE INTO HANDY SEWN-IN SPOUT AND SECURE WITH THE ATTACHED STRAPS. FLOW 3. The stone outlet structure shall be embedded into the soil a minimum of 4". 2' MINIMUM TOP WIDTH 4. The minimum length of the crest of the stone outlet structure shall be 6'. 5. The stone outlet structure shall be inspected after each rain. Stone shall be replaced when the structure ceases to function and ponding results. STANDARD SYMBOL 3. CONNECT OUTFALL PIPE OR HOSE TO THE OUTLET PIPE OF BOX AND RUN TO THE NEAREST CATCH BASIN. STONE TSOS PERSPECTIVE VIEW 7. The drainage area to this structure shall be less than 1/2 acre. III. MAINTENANCE 1. REPLACE THE SILT BAG AFTER IT IS FILLED WITH SILT. L = 6' LEVEL CREST 6" MINIMUM 6" MINIMUM 12" MINIMUM m ' 15 ) FILTER BAG (4 .5 7 6" WEIR (152.4 MM) 1' EMBED BAFFLE BOARD 4" MINIMUM INTO GROUND BRICKBATS 3" TO 4" DEPTH PRIOR TO COMPACTION OF BRICKBATS DENUDED EARTH SECTION VIEW BRICKBAT DETAIL NOT DRAWN TO SCALE 6. The baffle board shall be extended one foot into the dike, staked and embedded 4" into the existing ground. 4. PUMP DIRTY WATER INTO BAG. THE BAG COLLECTS THE SILT AS THE CLEAN WATER GENTLY FILTERS OUT FROM ALL SIDES. IN DRAWING TITLE: PROJECT No: STANDARDS AND SPECIFICATIONS FOR BRICKBAT GROUND COVER DEFINITIONS: 2' MINIMUM TEMPORARY GROUND COVER CONSISTING OF BROKEN BRICK (1/2 PIECE OR SMALLER) PLACED OVER DENUDED EARTH. 18" MINIMUM DRAWING TITLE: EROSION AND SEDIMENT CONTROL DETAILS GROUND LINE PERFORATIONS FOR DEWATERING 2" X 10" X 12' BAFFLE BOARD 1" HOLES ON 6" CENTERS CROSS SECTION (0.30 m) 10-15' (3.05 m TO 4.57 m) OUT 2' (0.61 m) U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE C - 11 - 2 U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE C - 11 - 2 SCALE: 1/4" = 1'-0" C-2 CONSTRUCTION DOCUMENTS MAY 17, 2015 NO. SELECTIVE DEMOLITION NOTES DATE ISSUE EXIST. DECK 1. THE SCOPE OF THIS WORK SHALL BE SELECTIVE DEMOLITION. AREAS OF WALLS, FLOORS, CEILINGS, FIXTURES, ELECTRICAL, MECHANICAL, STRUCTURAL AND NON-STRUCTURAL SHALL BE REMOVED AS DELINEATED AND / OR NOTED HEREON. CLEAN AND SANITIZE ALL AREAS OF THE BUILDING. THIS SELECTIVE DEMOLITION DOES NOT INCLUDE WORK WITHIN PUBLIC SPACE. 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE CODES AND WITH LOCAL AND OSHA REQUIREMENTS. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES AND PERMITS PRIOR TO STARTING DEMOLITION WORK. 0' 8' 16' 32' CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS AND APPROVALS SCALE: 1/4"= 1'-0" 4. INSTALL PROPER BRACING, SHORING AND SUPPORT FOR STRUCTURAL COMPONENTS AT AREAS TO BE DEMOLISHED AND AREAS SCHEDULED TO REMAIN. INSTALL BEAMS AND COLUMNS AS NEEDED AND DIRECTED BY SUN ROOM THE ARCHITECT TO SAFELY MAINTAIN EXISTING AREAS OF THE STRUCTURE SCHEDULED TO REMAIN. 5. THE DEMOLITION CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR DIRECTIVES, DN PRIOR TO STARTING DEMOLITION WORK. SEAL EXIST.ELEC. METER TO BE RELOCATED 6. PREPARE ALL DEMOLITION AREAS TO RECEIVE THE NEW CONSTRUCTION. EXIST. WINDOWS TO BE REMOVED 7. ALL MECHANICAL, PLUMBING AND ELECTRICAL DEMOLITION DINING ROOM SHALL BE DONE BY A LICENSED PLUMBER AND ELECTRICIAN, RESPECTIVELY. LIVING ROOM DEMOLITION SYMBOLS KEY PLAN EXISTING WALL TO REMAIN SECTION OF WALL TO REMAIN EXISTING WALL TO BE REMOVED CL. REF. DN INFORMALCRAFT LLC SECTION OF WALL DIGITAL CONCEPTS ENTRYWAY TO BE REMOVED KITCHEN ISLAND. P.O BOX 932 LAUREL, MD, 20725 M:-- UP EXISTING WINDOW TO BE REMOVED Owner: CL. EXIST. CONDENSER UNIT TO BE RELOCATED EXIST. WINDOWS TO BE REMOVED AND OPENING FILLED EXIST. DOOR TO BE REMOVED D W EXIST. WINDOW TO BE REMOVED EXIST. GAS WATER HEATER EXIST.WALLS TO BE REMOVED MEDIA ROOM PROJECT ID# INC-010-DRG-001 DRAWING TITLE: EXIST. DOOR TO BE REMOVED EXIST. DECK UNFINISHED BASEMENT EXIST. COLUMN UP EXIST. COLUMN CL. PROJECT No: HALLWAY UP GARAGE DRAWING TITLE: EXISTING BASEMENT & FIRST FLOOR DEMOLITON PLAN BEDROOM BATH. SCALE: 1/4" = 1'-0" D-1 CONSTRUCTION DOCUMENTS 1 EXIST. BASEMENT DEMOLITON PLAN 1/4" = 1'- 0" 2 EXIST. FIRST FLOOR DEMOLITON PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE EXIST. CHIMNEY EXIST. GUTTER & DS SLOPE 1:4 EXIST. GUTTER & DS EXIST. GUTTER & DS 0' 8' 16' 32' SCALE: 1/4"= 1'-0" BEDROOM BATH. CL. HOUSE 1:5 SLOPE 1:4 CL. SLOPE BEDROOM SEAL SLOPE 1:4 CL. DN BEDROOM UP SKYLIGHT SKYLIGHT KEY PLAN 1:5 SLOPE HALLWAY INFORMALCRAFT LLC DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- BATH. EXIST. WINDOW TO BE REMOVED AND OPENING FILLED Owner: BEDROOM EXIST. GUTTER & DS EXIST. ROOF TO BE REMOVED EXIST. DS TO BE REMOVED GARAGE 1:2 SLOPE EXIST. GUTTER & DS EXIST. SKYLIGHTS TO BE REMOVED PROJECT ID# INC-010-DRG-001 DRAWING TITLE: 1:2 SLOPE GARAGE PROJECT No: DRAWING TITLE: EXISTING SECOND FLOOR & ROOF DEMOLITON PLAN EXIST. GUTTER & DS SCALE: 1/4" = 1'-0" D-2 CONSTRUCTION DOCUMENTS 1 EXIST. SECOND DEMOLITON PLAN 1/4" = 1'- 0" 2 EXIST. ROOF DEMOLITON PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. EXIST. SKYLIGHT DATE ISSUE EXIST. ASPHALT SHINGLE ROOF ROOF 3 ROOF 3 EXIST. ASPHALT SHINGLES ROOF 2 ROOF 1 ROOF 2 ROOF 1 EXIST. ASPHALT SHINGLES EXIST. 5" GUTTER & 4"x3" DS EXIST. 5" GUTTER & 4"x3" DS 0' EXIST. 6" WOOD SIDING 8' 16' 32' SCALE: 1/4"= 1'-0" EXIST. 6" WOOD SIDING LEVEL 3 LEVEL 3 LEVEL 2 GROUND LEVEL 2 GROUND SEAL LEVEL 1 LEVEL 1 BASEMENT BASEMENT KEY PLAN 1 EXIST. NORTH ELEVATION INFORMALCRAFT LLC DIGITAL CONCEPTS 1/4" = 1'- 0" P.O BOX 932 LAUREL, MD, 20725 M:-- Owner: ROOF 3 EXIST. GUTTER & DS EXIST. GUTTER & DS ROOF 3 ROOF 2 ROOF 2 ROOF 1 ROOF 1 EXIST. GUTTER & DS PROJECT ID# INC-010-DRG-001 EXIST. 6" WOOD SIDING DRAWING TITLE: EXIST. GUTTER & DS EXIST. GUTTER & DS EXIST. 6" WOOD SIDING LEVEL 3 LEVEL 3 LEVEL 2 LEVEL 2 GROUND PROJECT No: DRAWING TITLE: EXISTING NORTH AND EAST ELEVATION GROUND LEVEL 1 LEVEL 1 BASEMENT BASEMENT ELECTRIC METER TO BE RELOCATED EXIST. WOOD DECK SCALE: 1/4" = 1'-0" D-3 CONSTRUCTION DOCUMENTS 2 EXIST. EAST ELEVATION 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE ARCHITECTURAL NOTES 1. ALL WORK SHALL CONFORM TO THE I.B.C. 2012 CODES, APPLICABLE ZONING REGULATIONS AND ALL OTHER APPLICABLE CODES, REGULATIONS AND REQUIREMENTS. 2. THIS DESIGN AND THE CONSTRUCTION SHALL BE SUBJECT TO HISTORIC PRESERVATION REVIEW REQUIREMENTS AND CONSTRUCTION INSPECTION WHERE APPLICABLE. 3. 4. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND SUPERVISION AS REQUIRED TO COMPLETE ALL PARTS OF THE WORK. 5. THE WORK AREA SHALL BE KEPT CLEAN, NEAT AND IN A SAFE MANNER AT ALL TIMES. 6. THE CONTRACTOR SHALL OBTAIN SEPARATE PLUMBING AND MECHANICAL AND ELECTRICAL PERMITS. 7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS AND APPROVALS. 8. 0' 8' 16' SCALE: 1/4"= 1'-0" D W SEAL EXIST. GAS WATER HEATER MEDIA ROOM THE CONTRACTOR SHALL EXERCISE CAUTION TO PREVENT DAMAGE TO AREAS NOT SCHEDULED FOR WORK. PROVIDE A SMOOTH INVISIBLE TRANSISTION BETWEEN THE NEWWORK AND AREAS NOT SCHEDULED FOR WORK. UNFINISHED BASEMENT 9. 32' THE CONTRACTOR SHALL CONSULT THE ARCHITECT IMMEDIATELY UPON THE OCCURRANCE OF DISCREPANCY BETWEEN THE DRAWINGS AND THE SITE CONDITIONS. EXIST. COLUMN KEY PLAN UP EXIST. COLUMN INFORMALCRAFT LLC HALLWAY UP 10. THE ARCHITECTURAL DIVISION OF THE SCOPE OF WORK,INCLUDING BUT NOT LIMITED TO FINISHES, FURNISHING AND INSTALLATIONS, SHALL BE COORDINATED WITH ALL OTHER DIVISIONS OF THE WORK, INCLUDING BUT NOT LIMITED PLUMBING, ELECTRIICAL, MECHANICAL AND EQUIPMENT. CONTRACTOR SHALL REPAIR DAMAGED AREAS, PATCH HOLESAND REFINISH AREAS DUE TO THE INSTALLATION OF PLUMBING,MECHANICAL AND ELECTRICAL EQUIPMENT.REPAIRS AND REFINISHES SHALL MATCH AND BLEND WITHADJACENT AREAS AND SHALL BE AT AN ACCEPTABLE QUALITY. CL. DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- Owner: BEDROOM BATH. 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, SAMPLES, CATALOG CUTS, AND MANUFACTURER'S SPECIFICATIONS FOR ALL INSTALLATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO STARTING THE WORK. PROJECT ID# INC-010-DRG-001 DRAWING TITLE: 12. THE LAYOUT DELINEATED WITHIN THESE FLOOR PLANS MAY DEVIATE FROM THE ACTUAL CONSTRUCTION. ANY DEVIATIONS SHALL FULLY COMPLY WITH ALL APPLICABLE CODES. PROJECT No: DRAWING TITLE: ARCHITECTURAL NOTES & PROPOSED BASEMENT PLAN SCALE: 1/4" = 1'-0" A-1 CONSTRUCTION DOCUMENTS 1 PROP. BASEMENT FLOOR PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE EXIST. DECK 21'-3 1/2" 0' 8' 16' 32' SCALE: 1/4"= 1'-0" DN SEAL A 41'-4" DECK A A 8'-6 1/2" 12'-0" 7'-5" P3 CL. KEY PLAN AQUARIUM CL. DN 3'-0" 4'-9 1/2" 6'-0" 5'-2 1/2" 4'-2" 3'-0" 6'-1" 4 INFORMALCRAFT LLC DIGITAL CONCEPTS UP DINING TABLE 6'-0" P.O BOX 932 LAUREL, MD, 20725 M:-- P2 6'-7" SKYLIGHT 4'-0" P1 ELEC. METER 3 P3 5 P3 3 CL. FOYER 8'-9" E 3'-2" 3'-3 1/2" STORAGE 12'-7 1/2" 10'-5" 4'-0" DESK P2 3'-8" A 5 SKYLIGHT KITCHEN 3'-5 1/2" 2'-0" 2'-0 1/2" 4'-5 1/2" A 6'-2" 11'-0" 5'-1 1/2" PROP. DECK WITH 5/4" x 6" WOOD DECKING D/W P2 A 11'-1 1/2" SKYLIGHT 4'-0" 4'-7 1/2" 2'-0" PANTRY P1 1 E 11'-7 1/2" PROJECT ID# INC-010-DRG-001 NEW PERGOLA 12'-6" 2 CONDENSER UNIT 18'-4" GARAGE 20'-7" Owner: 2'-0 1/2" REF. 10'-9" DINING DRAWING TITLE: EXIST. DECK PROJECT No: DRAWING TITLE: PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" A-2 CONSTRUCTION DOCUMENTS 1 PROP. FIRST FLOOR PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE EXIST. DECK 21'-8" 0' 8' 16' 32' SCALE: 1/4"= 1'-0" DN RECESSED LIGHT CHANDALIER SEAL 41'-4" DECK KEY PLAN CL. AQUARIUM CL. DN INFORMALCRAFT LLC DIGITAL CONCEPTS UP P.O BOX 932 LAUREL, MD, 20725 M:-- DINING TABLE TRACK LIGHT DINING Owner: REF. SKYLIGHT SKYLIGHT D/W SKYLIGHT CL. NEW DECK WITH 5/4" x 6" WOOD DECKING KITCHEN FOYER MOTION SENSOR LIGHT STORAGE 13'-0" 4'-4" DESK PANTRY PROJECT ID# INC-010-DRG-001 NEW PERGOLA DRAWING TITLE: EXIST. DECK GARAGE PROJECT No: DRAWING TITLE: PROPOSED FIRST FLOOR LIGHTING PLAN SCALE: 1/4" = 1'-0" A-3 CONSTRUCTION DOCUMENTS 1 PROP. FIRST FLOOR LIGHTING PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE EXIST. CHIMNEY EXIST. GUTTER & DS SLOPE 1:4 EXIST. GUTTER & DS EXIST. GUTTER & DS 0' 8' 16' 32' SCALE: 1/4"= 1'-0" 1:5 SEAL 1:5 SLOPE SLOPE 1:4 RECESSED LIGHT UNDER ROOF OVERHANG KEY PLAN SLOPE 1:4 SLOPE HOUSE INFORMALCRAFT LLC DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- SKYLIGHT NEW SKY LIGHT Owner: PROP. 5" GUTTER & 4"x3" DS VALLEY DRAIN EXIST. GUTTER & DS PROJECT ID# INC-010-DRG-001 DRAWING TITLE: 1:2 GARAGE SLOPE PROP. ASPHALT SHINGLE ROOF 1:2 SLOPE PROP. 5" GUTTER & 4"x3" DS PROJECT No: DRAWING TITLE: PROPOSED ROOF PLAN EXIST. GUTTER & DS SCALE: 1/4" = 1'-0" A-4 CONSTRUCTION DOCUMENTS 1 PROP. ROOF PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. PROP. SKYLIGHT ISSUE MOTION SENSOR LIGHT PROP. ASPHALT SHINGLE ROOF ROOF 3 ROOF 2 ROOF 2 2'-5" ROOF 3 EXIST. ASPHALT SHINGLES ROOF 1 1'-5" PROP. ASPHALT SHINGLE ROOF DATE ROOF 1 EXIST. ASPHALT SHINGLES EXIST. 5" GUTTER & 4"x3" DS PROP. 6" WOOD SIDING PROP. 5" GUTTER & 4"x3" DS PROP. CANTELIEVER PERGOLA EXIST. 6" WOOD SIDING E 14'-1" 0' EXIST. 6" WOOD SIDING 8 16' 32' SCALE: 1/4"= 1'-0" E LEVEL 3 LEVEL 3 LEVEL 2 GROUND LEVEL 2 GROUND SEAL EXIST. DECK KEY PLAN 1 PROP. NORTH ELEVATION INFORMALCRAFT LLC DIGITAL CONCEPTS 1/4" = 1'- 0" P.O BOX 932 LAUREL, MD, 20725 M:-- EXIST. CHIMNEY Owner: EXIST. ASPHALT SHINGLE ROOF ROOF 3 ROOF 3 ROOF 2 ROOF 2 B ROOF 1 ROOF 1 2'-2 1/2" 1'-7" EXIST. ASPHALT SHINGLE ROOF EXIST. ASPHALT SHINGLE ROOF PROJECT ID# INC-010-DRG-001 EXIST. GUTTER & DS EXIST. GUTTER & DS 19'-2 1/2" EXIST. GUTTER & DS DRAWING TITLE: PROP. DECK STAIR EXIST. ASPHALT SHINGLE ROOF LEVEL 3 LEVEL 3 LEVEL 2 LEVEL 2 1'-4" PROP. DECK GROUND 3'-4 1/2" PROJECT No: DRAWING TITLE: PROPOSED NORTH & SOUTH ELEVATIONS GROUND SCALE: 1/4" = 1'-0" A-5 CONSTRUCTION DOCUMENTS 2 PROP. SOUTH ELEVATION 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE 0' 8 16' 32' SCALE: 1/4"= 1'-0" EXIST. CHIMNEY PROP. 5" GUTTER & 4"x3" DS VALLEY DRAIN ROOF 3 ROOF 3 ROOF 2 ROOF 2 ROOF 1 ROOF 1 EXIST. GUTTER & DS 2'-2 1/2" MOTION SENSOR LIGHT SEAL C D A A A A 2 EXIST. GUTTER & DS PROP. 6" WOOD SIDING A EXIST. GUTTER & DS A 12'-11 1/2" EXIST. GUTTER & DS EXIST. 6" WOOD SIDING PROP. 6" WOOD SIDING LEVEL 3 LEVEL 3 LEVEL 2 LEVEL 2 GROUND 16'-9" EXIST. 6" WOOD SIDING KEY PLAN INFORMALCRAFT LLC DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- GROUND Owner: NEW DECK STAIR NEW DECK PROJECT ID# INC-010-DRG-001 DRAWING TITLE: PROJECT No: DRAWING TITLE: PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" A-6 CONSTRUCTION DOCUMENTS 1 PROP. EAST ELEVATION 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE ROOF ANCHOR TRIPLE JOISTS ROOF ANCHOR ANCHOR 10" MINERAL FIBER INSUL. 8' 16' 32' SCALE: 1/4"= 1'-0" DOUBLE 2x6 HEAD PLATE 5/8" TYPE "X" GYP. BD. LINE OF FIN. CLG. 10" MINERAL FIBER INSUL. LINE OF FIN. CLG. 5/8" TYPE "X" GYP. BD. SINGLE 2x4 HEAD PLATE 0' DOUBLE 2x4 HEAD PLATE 1-HOUR FIRE RATED L-507 UL DES. NO. 5/8" TYPE "X" GYP. BD. LINE OF FIN. CLG. 2x4 WOOD STUDS, SPACED @ 16" O.C. (TYP.), w/ ONE-LAYER, TYPE "R" GYP. BD. @ EACH SIDE 41/2" 2x6 WOOD STUDS, SPACED @ 16" O.C. (TYP.), w/ ONE-LAYER, TYPE "R" GYP. BD. @ EACH SIDE 6" 1-HOUR FIRE RATED L-507 UL DES. NO. 2x4 WOOD STUDS, SPACED @ 16" O.C. (TYP.), w/ ONE-LAYER, TYPE "R" GYP. BD. @ EACH SIDE 2 LAYERS 5/8" TYPE "X" GYP. BD. 4 1/2" @ EACH SIDE FOR P3a ASSEMBLY 4"MINERAL FIBER INSUL. SEAL 2x6 WOOD FIRE STOP 2x4 WOOD FIRE STOP 2x4 WOOD FIRE STOP 2-HOUR FIRE RATED U411 UL DES. NO. KEY PLAN BASE (SEE ROOM FINISH SCHEDULE) SINGLE 2x4 SILL PLATE BASE (SEE ROOM FINISH SCHEDULE) SINGLE 2x4 SILL PLATE BASE (SEE ROOM FINISH SCHEDULE) ANCHOR SINGLE 2x6 SILL PLATE LINE OF FIN. FLR. INFORMALCRAFT LLC LINE OF FIN. FLR. DIGITAL CONCEPTS LINE OF FIN. FLR. ANCHOR ANCHOR ANCHOR P.O BOX 932 LAUREL, MD, 20725 M:-- Owner: P1 TYPICAL RATED PARTITION AND CEILING ASSEMBLY NOT DRAWN TO SCALE P2 TYPICAL NON-RATED PARTITION AND CEILING ASSEMBLY NOT DRAWN TO SCALE P3 TYPICAL NON-RATED PARTITION AND CEILING ASSEMBLY NOT DRAWN TO SCALE PROJECT ID# INC-010-DRG-001 DRAWING TITLE: PROJECT No: DRAWING TITLE: PARTITION WALL SECTIONS SCALE: 1/4" = 1'-0" A-7 CONSTRUCTION DOCUMENTS MAY 17, 2015 NO. DOOR NOTES: DATE ISSUE 1. ALL EXTERIOR DOORS SHALL BE FIBERGLASS. 2. EXTERIOR DOORS SHALL BE AS MANUFACTURED BY ANDERSON OR APPROVED EQUAL. DOOR SCHEDULE FRAME DOOR TYPE 1 SWINGING SIZE 3'-0" x 6'-8" x 1 3/4" ROOM FINISH SCHEDULE MAT./FIN. FIBERGLASS FACE TYPE 4 PANEL A MAT./FIN. THRESHOLD WOOD LOCKSET WOOD SWINGING 3'-0" x 6'-8" x 1 3/4" FIBERGLASS 4 PANEL B WOOD WOOD PRIVATE 3 SWINGING 2'-6" x 6'-8" x 1 3/8" HARDBOARD 4 PANEL B WOOD WOOD PASSAGE 4 SWINGING 6'-0" x 6'-8" x 1 3/4" FIBERGLASS 1 PANEL A GLASS/WOOD CLAD WOOD PRIVATE 5 FOLDING 4 -1'-2" x 6'-8" x 1 3/8" HARDBOARD 4 PANEL B WOOD WOOD PASSAGE 3'-0" 3'-0" 1 1/2 PAIR, HEAVY-DUTY 1 1/2 PAIR, HEAVY-DUTY 1 1/2 PAIR, HEAVY-DUTY 1 1/2 PAIR, HEAVY-DUTY 1 1/2 PAIR, HEAVY-DUTY PRIVATE 2 2'-6" HINGES DOOR, FRAME, HARDWARE RATING UL LABEL "B" ROOM REMARKS 1. FULLY WEATHERSTRIPPED UL LABEL "B" UL LABEL "B" FLOOR 1. FULLY WEATHERSTRIPPED WALL FOYER HARDWOOD KITCHEN/DINING HARDWOOD PANTRY HARDWOOD BEDROOM CARPET BASE WAINSCOT CEILING GYP. BD. WOOD NONE GYP. BD. WOOD NONE GYP. BD. WOOD NONE GYP. BD. WOOD NONE TRIM REMARKS GYP. BD. WOOD CROWN MOLD. GYP. BD. WOOD CROWN MOLD. GYP. BD. WOOD CROWN MOLD. GYP. BD. WOOD CROWN MOLD. 0' 8 16' 32' SCALE: 1/4"= 1'-0" WINDOW NOTES: 3'-0" 1. ALL WINDOWS SHALL BE VINYL FRAME/SASH WITH 1/2" DOUBLE PANE, INSULATED GLAZING 2.WINDOWS SHALL BE AS MANUFACTURED BY ANDERSEN OR APPROVED EQUAL. SEAL WINDOW SCHEDULE WOOD DOOR WOOD DOOR GLASS MARK 3 4 6'-8" 2 6'-8" 1 6'-8" 6'-8" GLASS WOOD DOOR WOOD DOOR WINDOW FRAME THRESH. HDW. REMARKS TYPE SIZE A CSMT 2'-0"X5"-0"X2" GLASS/VINYL CLAD FIELD VERIFY DIMENSIONS WOOD VINYL CLAD WOOD LOW E GLASS B FIXED 1'-8"X27'-3 1/2"X2" GLASS/VINYL CLAD FIELD VERIFY DIMENSIONS WOOD VINYL CLAD WOOD LOW E GLASS C D E FIXED 4'-6 1/2"X16'-10"X2" GLASS/VINYL CLAD FIELD VERIFY DIMENSIONS WOOD VINYL CLAD WOOD LOW E GLASS FIXED 2'-4"X7'-111/2"X2" GLASS/VINYL CLAD FIELD VERIFY DIMENSIONS WOOD VINYL CLAD WOOD LOW E GLASS FIXED 1'-2"X6'-10"X2" GLASS/VINYL CLAD FIELD VERIFY DIMENSIONS WOOD VINYL CLAD WOOD LOW E GLASS MAT./FIN. REMARKS TYPE MAT./FIN. REMARKS KEY PLAN INFORMALCRAFT LLC DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- Owner: 1'-2" 1'-2" 1'-2" 27'-3 1/2" 1'-2" 1'-8" 2'-0" B 1'-2" B 17'-2 1/2 PROJECT ID# INC-010-DRG-001 " DRAWING TITLE: C 10 1/2" A 4'-61/2" 5 5'-0" 6'-10" 16'-10" 8'-2" NOT TO SCALE D 2'-4" DOOR ELEVATIONS E PROJECT No: 7" 6'-8" A 7'-11 1/2" WINDOW ELEVATIONS DRAWING TITLE: DOOR, WINDOW & ROOM FINISH SCHEDULES SCALE: 1/4" = 1'-0" NOT TO SCALE A-8 CONSTRUCTION DOCUMENTS MAY 17, 2015 NO. STRUCTURAL NOTES All work and materials to comply with the requirements of the 2012 IBC code 1. Code: the following design standards are applicable by reference: ACI 530-99/ASCE 5-99 Building Code Requirements for Masonry Structures. AITC- Timber Construction Manual - Fifth Ed. ACI 318-95 Building code requirements for reinforced concrete AISC - Manual of steel construction Ninth Ed. 2. Foundations: footings, underpinning and slab on grades are designed to bear on native soil type SM or SC with an allowable bearing pressure of 1500 psf. A qualified Soiling-bearing inspector prior to placement of concrete shall verify all bearing values. 3. Structural Steel: A. All structural steel, including detail material shall conform to ASTM a572 Fy = 50ksi, U.N.O. B. All structural tubing shall conform to ASTM A500, grd.B C. All steel pipe shall be ASTM A53, type E or S, grade B D. All welders shop and field, shall be certified. Use E70xx electrodes only E. All steel exposed to weather and exterior masonry support shall receive one shop coat of corrosion-inhibiting primer. F. Detailing, fabrication and erection shall be in accordance with AISC. Adequately brace all steel against lateral loads during erection. G. All exterior structural steel shall receive rust preventative paint. H. Connections: I. All beams connections shall be simple shear connections, U.N.O Where no reaction is provided, the beam shall be assumed to carry 120 % of the allowable uniform load in Kips for beams laterally supported, as given in the AISC steel construction manual. II. Except as noted, all fasteners shall be ¾” diameter ASTM A325 bolts, designed to act in bearing type connections with threads included. 5. Lumber: A. Lumber shall be SPF #2 with a min. FB = 875psi Min. Fv = 135psi and min. E = 1,400,000psi. B. LVL and PSL shall have a min. FB = 2850psi; Fv = 285psi; E= 2,000,000psi. C. Floor decking shall be ¾' APA rated decking. Roof decking shall be 5/8” APA rated decking. Wall shall be 7/16”OSB. Glue and nail roof and floor decking to joist and rafters. D. Exterior wood walls shall be 2x4 studs at 16” o.c. above the basement and 12” o.c. below and interior wood walls shall be 2x4 studs at 16” O.C. with a single top place and a single bottom plate. Provide solid blocking at the mid-height of each wall and at the minimum of 48” O.C vertically. E. Provide double joist under all walls that run parallel to floor framing. F. Nail all multiple members together per the manufacture's recommendations and at a minimum use 2-10d nails at 6” O.C staggered. G. Provided bridging at center of all joist spans exceeding 8'-0” and at 1/3 points of all joist spans exceeding 16'-0”. Provide solid blocking at all bearing points on top of walls or beams. H. Provide solid blocking below all wood posts. I. All posts shall have Simpson Cap and Base Plates typ. J. All joists shall have Simpson Hangers where applicable. K. Glue all multiple studs together. Nail together with 2-10d nails at 3” O.C Stagger the slides of the suds that the nails are driven from. L. All lumber in contact with masonry or concrete or within in 8” of soil shall be pressure treated. All lumber to conform to IRC R319 for protection against corrosion and termite damage. M. All lumber shall be kiln dried. Store lumber on site in such a manner as to prevent the seepage of water into the wood. N. Wood Lintels shall be as follows: Opening < 3'-0” - 2-2x6 3'-0” < Opening < 5'-0” - 2-2x8 5'0”< Opening < 8'-0” - 2-2x10 Greater Than 8'-0” - See Plans 6. Fasteners: A. All prefabricated angels, bearing plates, and joist hangers shall be installed per the manufacturer recommendations. B. Follow the manufacturer recommendations for setting epoxy bolts. C. Expansion bolts shall be crawl power studs. Masonry: Masonry construction shall be in conformance with the applicable sections of ACI 530-99/ASCE5-99, “Specifications for masonry Structures.” B. Concrete masonry units shall be hollow load bearing units (ASTM C90) SPF #2 - 25 PCF ½ Decking - 1.7 PSF ¾” Decking - 2.5 PSF Asphalt Shingles - 2.5 PSF Slate Shingles - 15 PSF ½” Drywall - 2.2 PSF Insulation - 1.5 PSF Sliding - 2.0 PSF CMU - 87 PCF Brick - 130 PCF LIVE LOADS: DECK: 40PSF STAIRS: 100 PSF PUBLIC HALLWAY: 100 PSF ATTIC: 20PSF FLOOR: 40PSF BALCONY: 60PSF BEDROOM: 40PSF ROOF: 30PSF BASIC WIND SPEED: WIND EXPOSEURE FACTOR: WIND DESIGN PRESSURE: GROUND SNOW LOAD (PG): 30PSF FLAT ROOF SNOW LOAD (PF): 30PSF SNOW EXPOSURE FACTOR (CE): 0.9 SNOW IMPORTANCE FACTOR (I): 1.0 Rafters: L/240 Walls and Partitions: Floors and Plastered Ceilings: H/180 L/360 All other structural members: L/240 Ext. Walls - with plaster or stucco finishes: L/360 Ext. Walls - Wind Loads with brittle finishes: L/240 Ext. Walls - Wind Loads with flexible finishes: L/120 PROP. 6"x6" POST SEAL EXIST. FRIST FLOOR WALL SEISMIC IMPORTANCE FACTOR (LE): 1.0 SPECTRAL RESPONSE ACCELERATIONS: (Ss): 20% (S1): 8.0% HOUSE (Sds): 33% (Sd1): 18.7% SEISMIC DESIGN CATEGORY: B SEISMIC SITE CLASSIFCATION: D SEISMIC COEFFICIENT (Cs): INFORMALCRAFT LLC DIGITAL CONCEPTS EXIST. BASEMENT WALL 0.22 9.1K Owner: EQUIV. LATERAL FORCE BASIC SFRS: ORDINARY PLAIN MASONRY SHEAR WALLS AND LIGHT FRAMED WALLS. < 3'-0” - L4x3 ½ x1/4 LLV/ 4” of wall < 7'-0” - L6x31/2x5/16 LLV/ 4” of wall. PROP. 1'-8" CONTINUOUS CONCRETE FOOTING 8" DEEP Cast in place concrete: Concrete construction shall be in conformance with the applicable sections of PROP.FOUNDATION WALL 27'-4" ACI 318-95, “Part 3 - Construction Requirements.” B. P.O BOX 932 LAUREL, MD, 20725 M:-- 1.5 Opening > 7'-0” - See Plan A. KEY PLAN SPECTRAL RESPONSE COEFFICIENTS: ANALYSIS PROCEDURE: 3'-0” < Opening 8. PROP. 16"x16" FOUNDATION BELOW PROP. 16"x16" FOUNDATION BELOW SEISMIC DESIGN DATA: SHEAR: Opening SCALE: 1/4"= 1'-0" DEFLECTION LIMITATIONS: Mortar to comply with ASTM C270 (type M or S). Lintels shall be as follows: EXIST. BASEMENT WALL 32' SNOW LOADS: Provide corrugate masonry ties between brick fascia and wood walls or cmu walls G. EXIST. BASEMENT FOUNDATION 16' 20PSF E. Provide 9ga truss styles joint reinforcement @ 16” O.C vertically. 1.0 B D. F. PROP. 12"x12" FOOTING 8' 90MPH WIND LOAD IMPORTANCE FACTOR: SEISMIC MODIFICATION FACTOR ®: at 16” O.C in each direction. 0' WIND LOADS Grade n-1 with a net strength of 2000psi and F'm -150psi. C. EXIST. SUNROOM FOUNDATION 6'-10 1/2" A. ISSUE DEAD LOADS: 7'-4 1/2" 7. DATE Concrete construction shall have a minimum compressive strength at 28 4 1/2" C. All concrete shall be placed with a slump of 4” (+1/2”) D. All concrete shall be normal weight, UNO. E. All concrete exposed to weather shall have 6% +1% entrained air. F. Contractor shall pour extra concrete to account for deflection of the 1'-8" days of 3000psi, UNO (Unless noted otherwise). 17'-10" PROP. 1'-8" CONTINUOUS CONCRETE FOOTING 8" DEEP formwork to provide a flat finished surface. 9. G. Concrete cover for reinforcement shall be: H. Columns and beams PROJECT ID# INC-010-DRG-001 DRAWING TITLE: 1-½ Slabs ¾” Footings 3” Reinforcements: A. Reinforcing bars shall be deformed bars conforming to ASTM A615, grade B. Welded wire fabric (wwf) shall conform to ASTM a185. Lap edges of wire 60 (Fy=60ksi) EXISTING GARAGE WALL fabric at least 6” in each direction. 10. Dimensions: The Contractor shall field verify all dimensions prior to GARAGE fabrication of structural components. 11. Coordination: The contractor shall coordinate all sleeves, duct openings and holes between trades. Any conduits or pipes embedded in concrete must be in EXISTING SLAB ON GRADE PROJECT No: DRAWING TITLE: PROPOSED FOUNDATION PLAN accordance with ACI 318-95, chapter 6. Where sleeves are closely spaced in a group, the group shall be treated as an opening and reinforced accordingly. Submit drawings showing all opening sizes and locations for the approval by the structural engineer. SCALE: 1/4" = 1'-0" S-1 CONSTRUCTION DOCUMENTS 1 PROP. FOUNDATION PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE EXIST. DECK PROP. 2"x12" LEDGER 8'-5 1/2" 8'-1 1/2" 4'-10" 4'-11" 0' 8' 16' 32' PROP. (2) 2"x12" LEDGER 2"x12" FLOOR JOISTS @ 12" O.C 12'-0" SCALE: 1/4"= 1'-0" PROP. (2) 2"x12" JOIST PROP. 2"x12" LEDGER SEAL PROP. 6"x6" POST PROP. 3 1/2" METAL POST PROP. 16"x16" FOUNDATION BELOW PROP. 16"x16" FOUNDATION BELOW EXIST. COLUMN EXIST. STEEL BEAM DECK 12'-0" PROP. 3 1/2" METAL POST EXIST. COLUMN PROP. (3) 2"x6" COLUMN PROP. (3) 2x6 COLUMN PROP. 16"x16" FOUNDATION BELOW PROP. 16"x16" FOUNDATION BELOW KEY PLAN PROP. (3) 2"x4" POST PROP. 12"x12" FOOTING PROP. (3) 2"x4" POST INFORMALCRAFT LLC DIGITAL CONCEPTS 2"x12" FLOOR JOISTS @ 12" O.C LVL LEDGER PROP. 4"x4" POST 14'-0" P.O BOX 932 LAUREL, MD, 20725 M:-- LVL LEDGER 14'-0" 12'-6" Owner: 7'-10 1/2" 2"x12" FLOOR JOISTS @ 12" O.C PROP. 4"x4" POST JOIST HANGER LVL LEDGER 9'-0" 9'-0" PROJECT ID# INC-010-DRG-001 PROP. (3) 2"x4" POST DRAWING TITLE: EXIST. DECK GARAGE PROJECT No: DRAWING TITLE: PROPOSED BASEMENT & FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" S-2 CONSTRUCTION DOCUMENTS 1 PROP. BASEMENT FRAMING PLAN 1/4" = 1'- 0" 2 PROP. FIRST FLOOR FRAMING PLAN MAY 17, 2015 NO. DATE ISSUE EXIST. DECK 0' 8' 16' 32' SCALE: 1/4"= 1'-0" SEAL 3'-9 1/2" DECK PROP. (3) 2"x12" LEDGER 2'-0 1/2" PROP. (3) 2"x4" POST BELOW BEARING WALL PROP. (3) 2"x12" LEDGER 2"x8" ROOF JOISTS @ 16" O.C OVERHANG KEY PLAN 9'-0" 7'-9" PROP. (3) 2"x4" POST 2"x12" ROOF JOISTS @ 12" O.C BEARING WALL 9'-8 1/2" PROP. (3) 2"x4" POST BELOW INFORMALCRAFT LLC DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- 2"x12" ROOF JOISTS @ 12" O.C 8'-8" Owner: PROP. (3) 2"x4" POST PROJECT ID# INC-010-DRG-001 DRAWING TITLE: EXIST. DECK BEARING WALL GARAGE PROJECT No: DRAWING TITLE: PROPOSED ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" S-3 CONSTRUCTION DOCUMENTS 1 PROP. ROOF FRAMING PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE EXIST. DECK 0' 8' 16' 32' SCALE: 1/4"= 1'-0" CS-WSP BRACING 3'-0" DN SEAL DECK KEY PLAN DN CS-WSP BRACING INFORMALCRAFT LLC UP DIGITAL CONCEPTS 3'-0" P.O BOX 932 LAUREL, MD, 20725 M:-- Owner: 3'-0" CS-WSP BRACING NEW PERGOLA PROJECT ID# INC-010-DRG-001 DRAWING TITLE: 3'-0" 3'-0" EXIST. DECK CS-WSP BRACING CS-WSP BRACING GARAGE PROJECT No: DRAWING TITLE: WIND BRACING PLAN BRACING METHOD: 1) CS-WSP: CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL IN ACCORDANCE TO IRC 2012, TABLE 602.10.4 SCALE: 1/4" = 1'-0" S-4 CONSTRUCTION DOCUMENTS 1 PROP. WIND BRACING PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. DATE ISSUE 0' 8' 16' 32' SCALE: 1/4"= 1'-0" PROP. (3) 2"x12" LEDGER EXIST. CHIMNEY PROP. 2"x12" JOIST PROP. (3) 2"x12" LEDGER VALLEY DRAIN SEAL ROOF 3 ROOF 3 PROP. DOUBLE 2"X4" HEAD PLATE ROOF 2 ROOF 1 ANCHOR 8'-7" EXIST. GUTTER & DS EXIST. GUTTER & DS LEVEL 3 DIGITAL CONCEPTS P.O BOX 932 LAUREL, MD, 20725 M:-- LEVEL 2 GROUND GROUND KEY PLAN INFORMALCRAFT LLC LEVEL 3 3'-0" LEVEL 2 16'-9" PROP. (2) 2"X12" LEDGER EXIST. GUTTER & DS 8'-7" EXIST. 6" WOOD SIDING PROP. (3) 2"X12" BEAM 6'-6" EXIST. RIDGE BEAM 10'-0 1/2" EXIST. GUTTER & DS 13'-9 1/2" ROOF 1 2'-2 1/2" ROOF 2 12'-11 1/2" JOIST TIE Owner: 6'-3" PROP. 3 1/2" METAL POST LEVEL 1 BASEMENT BASEMENT NEW DECK STAIR NEW DECK 16"x16" FOUNDATION 1'-9" LEVEL 1 NEW FOUNDATION AND FOOTING PROJECT ID# INC-010-DRG-001 DRAWING TITLE: PROJECT No: DRAWING TITLE: BUIDLING SECTION AT A-A SCALE: 1/4" = 1'-0" S-5 CONSTRUCTION DOCUMENTS 1 PROP. WIND BRACING PLAN 1/4" = 1'- 0" MAY 17, 2015 NO. ARCH 80 ROOFING 15# FELT 5/8 CDX PLYW'D SHEATH'G RAFTERS/TRUSSES @ 12" O.C. CEILING JOISTS @ 12" O.C. R-38 INSUL (R-30 VAULTED) 5/8" GYPSUM BD DATE ISSUE 2"x4" Top Rail 4"x4" Rail Post INSUL BAFFLE @ EAVE VENTS 2"x2" Pickets @ 5" O.C. Min. SIMPSON H2.5 SEISMIC TIES 3'6" Min. (2) 2X6 PLATE Lower Rail Must Not Allow 4" Dia Sphere to Pass through. GUTTER ON 2X8 FASCIA 0' 8' 16' 32' SCALE: 1/4"= 1'-0" 2'10" Min. 5/4"x6" Decking 3/8" VENTED SOFFIT & 2x4 BLOCKING 4" SEAL 7 3/4" 2"x Pressure Treated Joist @ 16" O.C. HOUSE FLOOR FINISH 7/16" PART BD UNDERLAY 3/4" T&G STURDI-FLOOR DECKING JOISTS (SEE PLAN) R-30 UNFACED INSULATION 2"x12" Stringers W/1 1/2" x 1/1/2" Blocking to Support Treads 10" Min. KEY PLAN 3 2X6 PLATE STAIR SECTION AT DECK INFORMALCRAFT LLC DIGITAL CONCEPTS N.T.S P.O BOX 932 LAUREL, MD, 20725 M:-- 2" 2X12 JOIST Sheathing 2x6 P.T. MUDSILL W/ SILL SEAL & 3/4" X 12" AB @ 24" OC (MIN OF 2 PER BOARD & WITHIN 12" OF ANY CORNER) 6" (2) - #5 TOP Owner: HOUSE CONC FDN WALL #5 @ 12" EW Cont Flashing BASEMENT Rim Joist 5/4 x6" Decking PROJECT ID# INC-010-DRG-001 DRAWING TITLE: 2x12 P.T. Joist CONC FOUNDATION WALL 3/8" X5" Lag Screws @ 16" O.C. #5 @ 12" EW #5 @ 12" OC ALT. BENDS (3) - #5 6 MIL POLY BLACK MOISTURE BARRIER Beam 6x6 Support Post Joist Hanger 12x12x36 FOOTING P.T. Ledger Board BASEMENT PROJECT No: DRAWING TITLE: DETAILS EARTH DRAINAGE SYSTEM 4" DIA PERF PIPE IN FILTER FABRIC "SOCK" 3" CLR 24" SCALE: 1/4" = 1'-0" S-6 1 TYP. WALL SECTION N.T.S 4 DECK DETAIL N.T.S CONSTRUCTION DOCUMENTS MAY 17, 2015