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Home My WebLink About31 Grist Mill Ln plan005FRAMING REQUIREMENTS STRUCTURAL: • LALLY COLUMNS INSTALLED TIGHT TO BEAMS & PLATES CONNECTED • POINT LOAD BEARING - SOLID BLOCKED AND CONTINUOUS • BASEMENT BEAM HAS SOLID BEARING AT POCKETS, NO WOOD SHIMS • ALL HURRICANE CLIPS, TIE DOWNS HANGERS ETC. INSTALLED & NAILED OFF COMPLETELY • ALL JACKS SHALL BE TIGHT TO STRUCTURAL HEADERS, ANY FURRING DOWN OF OPENING SHALL BE BETWEEN JACKS. • JACKS SHALL NOT BEAR ON SILL COMPONENTS, THEY ARE TO RUN CONTINUOUS FROM HEADER TO BOTTOM PLATE • CRACKED OR SPLIT STRUCTURAL MEMBERS SHOULD NOT BE USED • LVLS & PSLS IN PLACE PER STRUCTURAL PLANS, TIMBERLOCKED TOGETHER • COLLAR TIES WHERE REQUIRED • CONNECTIONS IN GENERAL ARE TIGHT & SECURE • JOIST SPACED PER PLAN, BEARING AT ENDS • ROOF SHEATHING BROKEN BACK FROM ROOF RIDGE VENT CLEARANCE - SHEATHING TO MEET OVER RIDGE 1 FOOT FROM GABLE ENDS AND 1 FOOT BACK FROM INTERSECTION OF RIDGE AT CHECK WALLS/OTHER ROOFS. SHEATHING SHOULD MEET IF NO VENT. GENERAL: • BLOCKING - FIRE - AS REQUIRED BY CODE - MID SPAN, ALL WALLS OVER 8 FT. -,SHOWERS 2XI0 AROUND PERIMETER OF BASE • ROUGH OPENINGS - CHECK FOR CORRECT SIZE, PLUMB AND WIND • MEDICINE CABINETS - IF RECESSED ARE THEY FRAMED? • PLYWOOD BREAKS ON JOIST, STUD, OR RAFTERS (NO BLOCKING) • FLOOR PLYWOOD GLUED AND NAILED & CHECKED FOR SOFT SPOTS & .SQUEAKS ALL WALLS - PLUMB, SQUARE, STRAIGHT AND DIMENSIONALLY CORRECT • CABINET AND VANITY WALLS DOUBLE CHECKED FOR STRAIGHTNESS • STRAPPING - NAILED OFF AND STRAIGHT • NAILERS -.ALL MISCELLANEOUS NAILERS FOR SHEET ROCK ARE IN PLACE • PLATFORM TUB DIMENSIONS ARE VERIFIED CORRECT IF APPLICABLE • STAIRS - FINISH TREAD THICKNESS/ RISE J RUN / WIDTH / HEADROOM / SPECIAL DETAILS VERIFIED • CONFIRM'/z WALL STABILITY • PROVIDE 2X WIND BLOCKING IN RAFTER BAYS; TYPICAL • SKY LIGHTS PADDED FOR SHEET ROCK IF APPLICABLE • STUDS - TWISTED OR LOOSE (TOE NAILED) REPLACE AS NEEDED • BOTH TOP AND BOTTOM WALL PLATES TO BREAK ON STUD • DUCT CHASES HEADED OFF • JOISTS SPACED FOR PLUMBING TOILET WASTE NEEDS 3" CLEAR • BATH VALVE WALLS HAVE 16" CLEAR BAY CENTERED FOR VALVE • SCUTTLES IN PROPER PLACE • HEADER HEIGHTS AND DROPPED CEILING HEIGHTS ARE VERIFIED CORRECT • INTERIOR PARTITIONS TIGHT TO STRAPPING • INTERIOR BEARING PARTITIONS - TOP PLATE TIGHT TO JOISTS • ALL HEADERS, JACK / STUD COMBOS & CORNERS SHALL BE NAILED THROUGH BOTH SIDES • ALL HEADERS TO BE NAILED THROUGH KING STUDS • SILLS TO BE TOE NAILED TO JACKS AS WELL AS NAILED TO CRIPPLES • ALL WALL PLATES.SHALL BREAK ON STUD LAYOUT • EXTERIOR WALL BOTTOM PLATES TO BE SEALED TO DECK WITH CONSTRUCTION ADHESIVE i • RIGID INSULATION TO BE INSTALLED IN EXTERIOR WALL PARTITION BACKERS & IN HEADERS (2X6 WALL) IN LIEU OF PLYWOOD • FRAME IN VESTIBULE AT BULKHEAD AND INSTALL PLYWOOD ON BULKHEAD SIDE • FRAME IN TILED SHOWER HEADERS WHERE APPLICABLE • INSTALL VERTICAL lx5 KOMA ON EITHER SIDE OF OVERHEAD GARAGE DOORS AS WELL AS ABOVE TO RECEIVE TRACKS AND OPENER SPRINGS. INCLUDE ALL RELATED BLOCKING EXTERIOR TRIM & MILLWORK: • PAINTED TRIM (IF APPLICABLE) IS BACK PRIMED INCLUDING ALL FRESH CUT EDGES • PVC TRIM JOINTS TO BE GLUED WITH BOND N FILL OR EQUAL • PVC TRIM TO BE FASTENED W/SCREWS OR HEADED NAILS, NO FINISH NAILS OR BRADS • NAILS ARE SET FOR PAINT, FLUSH FOR NATURAL TRIM; NAILS SHALL, NOT STAND PROUD OF TRIM • TRIM IS STRAIGHT AND TRUE, JOINTS ARE FLUSH, TRIM IS DAMAGE FREE • SOFFIT VENT NEAT AND CONTINUOUS • HOLD TRIM'/4 INCH AWAY FROM ROOF SHINGLES 1 INCH BELOW THI: DROP OF FOUNDATION • TOE KICKS AT DOORS ARE SUPPORTING SILLS • FRIEZE BOARDS, BOTTOM OF WINDOW CASINGS AND WINDOW APRONS ARE RABBETED'/4" DEEP X 1" HIGH FOR SIDEWALL SHINGLES, 2ND TO LAST COURSE TO GO UNDER, LAST COURSE TO BUTT TRIM • FABRICATE RABBETED LIGHT & VENT BLOCKS & TACK IN PLACE FOR FINAL INSTALL BY OTHERS • DOOR LEAD TO HAVE FOLDED - NOT CUT = CORNERS, FOLD LEAD UP, INSTALL TEMPORARY -/4 (STRAPPING) BOARD & TRIM LEAD ALONG TOP OF STRAPPING • INSTALL WINDOWS WITH FLEX WRAP PANS TO BE FOLDED UP AND STAPLED TO INSIDE WINDOW SILL, UNLESS OTHERWISE NOTED • INSTALL WINDOWS AND DOORS PLUMB, LEVEL & SHD4MED TO MANUFACTURER'S SPECS PRIOR TO INSTALLATION OF EXTERIOR TRIM. • CHECK THAT ALL WINDOWS & DOORS OPERATE SMOOTHLY • CONFIRM ALL TEMPERED UNITS ARE IN CORRECT LOCATION • ENTRY DOORS OTHER THAN SLIDERS/PATIO, ARE SHIlbII IIVVIED UP %z" FROM SUB FLOOR • BUILDING PAPER - ALL EXTERIOR TRIM SHALL HAVE TARPAPER BENEATH IT AT ALL SEAMS WHERE IT MEETS SIDING. ALL ICE & WATER, VYCOR, ETC. SHALL BE INSTALLED SO THAT BUILDING PAPER CAN BE SLIPPED UNDER IT SO OVERLAP IS CONTINUOUS FROM THE TOP DOWN. DO NOT LEAVE I&W OR VYCOR STUCK TO THE SHEATHING. • RETURN AFTER SIDING TO CUT DOWN CORNER BOARDS SITE CONDITIONS: • REMOVE ALL STAGING, TEMPORARY BRACING, CLEATS ETC. • ALL LOW SILL HEIGHT SECOND FLOOR WINDOW OPENINGS SHALL HAVE A 2X4 SAFETY RAIL NAILED OVER THE OPENING UNTIL WINDOW IS SET: • ALL HOLES IN 1 ST AND 2ND FLOORS SHALL BE COVERED OVER FOR SAFETY; BALCONIES AND STAIRWELLS SHALL HAVE TEMPORARY RAILS. . • ALL MATERIAL SHALL BE KEPT IN NEAT PILES AND JOB SITE SHALL BE CLEANED EACH DAY. • ALL LUMBER PILES TO BE COVERED FOR PROTECTION • IF PROJECT IS A RENOVATION, EXISTING STRUCTURE TO BE WEATHER TIGHT NIGHTLY i • ALL TRASH TO BE PUT IN DUMPSTER OR ON -SITE BARRELS. MCPHEE, LABOR IS PROVIDED TO EMPTY BARRELS AS NEEDED NOT TO CLEAN UP SITE BEHIND SUBCONTRACTORS. INCLUDE WIRE MESH AND VAPOR INSTALL AS PER ENG. NOTES SIMPSON BARRIER UNDER BASEMENT HOLDDOWN AT ENDS OF 1ST FLOOR SHEAR CONCRETE SLAB AS PER CODE 506.2.3 WALL PANELS W/26-16d NAILS, PROVIDE 12" MIN. CONC EDGE DISTANCE IN ALL CASES ADD TOP OF FOUNDATION EXTRA 2x STUD IF REQUIRED \ 2x6 P.T. (OR EQUAL) SILL W/5/8 ANCHOR BOLTS EMBEDDED W/SIMPSON #BPS 5/8-3 V AT 24" O.C. 10"x9'-0" POURED CONC. WALL, BEARING PLATE (OR EQUAL) 3500 PSI • 2 #4 REBAR W/IN 12" OF TOP ALLOW FOR OF WALL EXPANSIONJOINT 2 #4 REBAR AT MID HEIGHT I 5" POURED CONC. SLAB, 4000 PSI 2 #4 REBAR W/IN 2"-3" OFF a BOTTOM 20"x10" CONTINUOUS FOOTING, 3 #5 REBAR W/IN 3114" OFF W/CONTINUOUS ICY BOTTOM I I TYPICAL 10" FOUNDATION WALL **GROUND ALL STEEL IN FOUNDATION WALLS PER CODE. SCALE: NONE HOLDDOWN STRAP LOCATIONS ON THIS PLAN MUST BE REVIEWED W/MCPHEE PERSONAL BEFORE INSTALLATION & ARE SUBJECT TO FINAL STRUCTURAL ENGINEERING. i 56�-9►� 16141 15'-6" 25' 3" 41_011 81-011 4'-0►1 3►-111 12'-5" 11-3111 7.81e 6'_72 x x ^r; FLOOD VENT — — — — — Fn FLOOD VENT _ FLOOD VENTel Q _ ' (2 B.O. FOOTING 4'-2" N EL: 4.0' — _ c� ' I to TOP OF FDTN EL.= 12.0' °O 1 ❑ cV I vII IBOTTOM OF FOOTING _ J II 6HEIGHT CHANGE 71-311 00 LOCATIONfiI I I NG B.O. Foo— L64 _ _ EL.= 4.0' OP OF FDTN _ 00 EL.= 12.0' Q 00 �- cn p - --a p i. N ! wl m ( TOP OF FDTN EL: 12.0' TOP OF SLAB F- f I _ BOTTOM OF FOOTING EL.= 8.0' I ® B.O. FOOTING HEIGHT CHANGE °o EL.= 2.0' LOCATION I �- — — -� BOTTOM OF FOOTING I — — — — HEIGHT CHANGE zI I i I I - LOCATION o) FL00 VENT L — — _J oo B.O. FOOTING KA _ o0 EL.=3.0' EL.= 12 0 TN — r n � n i in i 1n i In 8 0 8 0 11-2z 10 -42 11-22 — — FF J. ON FOOTING: i BOTTOM OF FOOTING "x1'-0" HEIGHT CHANGE 3'-0"x3'-0SIN c cv I THICK, 5 PLACES d- LOCATION I 131_32" \ ❑x le ❑x FOR STAIR LANDING 2 TOP OF FDTN i M� W� EL.= 12.0' I p B.O. FOOTING ❑ / EL: 2.33' x❑ FLOOD UNT SOD VENT — — �LQQD V1N_T r f N EQ. EQ. EQ. EQ• o f o l o J o I 7�_9111 61-32" 9'_92" \ 12'-0" \ 9'-9111 71_811 \ 17* A e-- 16'-0 , 321-911, 8'-011 56'-91 FCOUNIDATION PLAN SCALE: 1/4 — 1-0 WALL LEGEND LOW FOUNDATION WALL 10" x 4'-0" CONC. WALL r, ON 20" X 10" FTG. 10" x 9'-0" CONC. WALL 10 SONO TUB FILLED Q (min. 48" below finished grade) '�►�� OF MgsSgc 9G o=� ,DOMENIC W. 6,mr- LO o mu 35062E AS'Q R�GIS � d QO o �U A W � N U 4� z O 7�N -O v O z v � x � 0 K�1 � �1 N � V1 � lSl N ct5 00 O OJ 0, tp s � S V � N �fl i M: 2022-07-26