2101 MCDOUGALL AVE 2019-11-06 - Laserfiche WebLink

FOOTINGS&CONCRETE COMPOSITE DECKING(TREX,CI IOICEDEK or SIMILAR): 1.: WARNING:IDENTIFY UNDERGROUND UTILITIES BEFORE DIGGING. 1, READ AND FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS AND � " OWNER/CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY INSTALLATION INSTRUCTIONS. REDUCE JOIST SPACING AS/IF REQUIRED. Daniel C.Smith,PE ENGINEER IF DIFFERENT. Consulting Engineers , 2. COMPOSITE DECKING CANNOT BE USED FOR STRUCTURAL APPLICATIONS. v1giE Arnold Road 2, FOOTINGS SHALL BE PLACED ON FIRM NATURAL OR COMPACTED FILL. USE SPECIFIED STRUCTURAL MATERIAL FOR FRAMING AND JOISTS. INSTALL Raleigh,NC 27613 FOOTINGS MUST BE SET ON NON-FROST SUSCEPTIBLE SOILS.THE JOIST LUMBER PER MANUFACTURER'S SPACING RECOMMENDATIONS. P:919.844.6050 ext 1 FOUNDATION IS BASED UPON AN ASSUMED NET SOIL BEARING CAPACITY F:877:841.6050 OF 1500 PEE. 3. PROVIDE GAP BETWEEN COMPOSITE DECKING BOARDS AS SPECIFIED BY . E:decks&dansmithpe.com MANUFACTURER FOR AIRFLOW. RESIDENTIAL 3, FOOTING DEPTH SHALL BE AS SPECIFIED ON FOOTING DETAIL/S. I„ USE#7 x 244'S.S.TRIM.HEAD or#8 x 2W PRIMEGUARI)TEN®SCREWS,or 4. NO CONCRETE SHALL BE POURED ON TOP OF or NEXT TO ANY SUB-GRADE SCREWS AS SPECIFIED BY COMPOSITE MANUFACTURER TO FASTEN ONLY ATTACHED CONTAINING WATER,ICE,FROST,OR LOOSE MATERIAL. DECK BOARDS. DECK 5. CONCRETE SHALL HAVE NORMAL WEIGHT AGGREGATE AND A.MINIMUM 5. FOR FACE ATTACHMENT,FASTEN DECK BOARDS w/(2)FASTENERS PER ..ff r ,,P.u,.,�__,,W.,,.., COMPRESSIVE STRENGTH(F'C)AT 28 DAYS OF 3000 PSI. JOIST. ALIGN BUTT ENDS OVER MIDDLE OF JOIST AND PRE-DRILL ANGLED HOLE INTO JOIST. ALTERNATIVELY,SISTER 2x4 NAILER BOARD TO JOIST 6. CONCRETE TO CURE(3)DAYS MINIMUM PRIOR TO BEGINNING UNDER BUTT JOINT w/(2)GRIP-RITE#9 x 3"HDG NAILS AND INSTALL DECK CONSTRUCTION OF DECK. BOARD FASTENERS 44 90*ANGLE INTO 2x4 NAILER. STAIR TREAD MATERIAL 6. FOR CONCEALED ATTACHMENT,VERIFY METHOD APPROVED FOR PROJECT APPLICATION(e.g.,SEISMIC LOCATION). USE NUMBER AND LOCATION OF 1. STAIR STRINGERS SPACED>12"O.C.SHALL ALWAYS USE DIMENSIONAL START CLIPS AND CONNECTOR CLIPS AS SPECIFIED BY MANUFACTURER. LUMBER FOR TREADS. 7, STAIRS TREADS CONSTRUCTED OF COMPOSITE MATERIALS REQUIRE 2.. IF COMPOSITE TREADS ARE TO BE INSTALLED,NOW or IN THE FUTURE, STRINGERS SPACED 12"O.C.MAXIMUM(UNO BY MANUFACTURER). THEN STRINGERS SHALL BE 12"O.C.MAXIMUM(UNO BY COMPOSITE STRINGERS SHALL BE 9"O.C.WHEN USING TREX BRASILIA,CONTOURS,AND MANUFACTURER). STAIR FRAMING MAY REQUIRE MODIFICATION IF ESCAPES DECKING(UNO BY MANUFACTURER). QJ CHANGING FROM DIMENSIONAL LUMBER TO COMPOSITE TREAD ATTACHMENT OF COMPOSITE POSTS AND RAILINGS VARY WITH STYLE AND >MATERIAL. MANUFACTURER. FOLLOW MANUFACTURER INSTRUCTIONS CAREFULLY. < c'^'I WOOD FRAMING r -4 Cla CC) 1, SOLID SAWN WOOD FRAMING SHALL CONFORM TO THE SPECIFICATIONS AS LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION"NATIONAL.DESIGN SPECIFICATION FOR WOOD r� CONSTRUCTION"LATEST EDITION(NDS).THE FRAMING SHALL BE OF THE SPECIES AND r+ e " GRADE AS SPECIFIED. 2. ALL LUMBER SHALL BE"PRESSURE"OR"PLUS PRESSURE"TREATED LUMBER OR EQUIVALENT, V ti 3. PRESERVATIVE RETENTION OF ALL FRAMING MEMBERS SHALL BE A�S�I..I�,STF B �T� � y -F—+ lJJ II r�r�-i CITY � 3.1 ABOVE GROUND: .25 LBS/CU..FT C t i G1 3.2 GROUND CONTACT: .40 LBS/CU.FI REVIEWED FOR PERMIT O , `, 4. GIRDERS or OTHER FRAMING CONTAINING MULTIPLE PLIES OF LUMBER SHALL HAVE EACH N w Wei OAT PLY ATTACHED TO THE ADJACENT PLY w/(3)GRIP-RITE#9 x 3"HDG NAILS 0G?12"O.C. ' / �a DCSPE#: 18-D-0189 4'' 5. UNTREATED POST,PRIMED&PAINTED w/COAL TAR EPDXY FOR CONTACT WITH GROUND Drawn By: BML 'f MAY BE SUBSTITUTED FOR PRESSURE TREATED POST. Revision History: P. 6. SOME REGIONS REQUIRE A FIRE TREATED LEDGER BOARD FOR ATTACHED DECK. GC TO ,A 2 x. , CHECK LOCAL REGULATIONS. X For Construction a `' 7.: APPLY IN-FIELD PRESERVATIVE TREATMENT TO CUT ENDS OF ALL PRESSURE TREATED _Not for Conlon . = 'IaI' LUMBER. ( C-Sheet: \ 5