4106 CLIFF DR 2023 Plans 2025-04-07

•FOUNDATION NOTES: •CARPENTRY NOTES: •PNEUMATIC NAILING NOTES: •HAND DRIVEN NAILING NOTES: 1. FOUNDATIONS ARE DESIGNED BASED ON: 1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE LATEST EDITION OF THE FOLLOWING 1. ALL POWER(PNEUMATIC)DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE 1. ALL HAND DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE SMOOTH-COMMON NAILS 2018 INTERNATIONAL RESIDENTIAL CODE TABLE R401.4.1 SPECIFICATIONS: SMOOTH-NAILS(UNLESS SPECIFICALLY NOTED OTHERWISE)PER ASTM 1667.ALL SITE PREPARATION SHALL (UNLESS SPECIFICALLY NOTED OTHERWISE)PER ASTM 1667. O - ...................................W WPA GRADING RULES-O5.STRESS VALUES SHOWN IN NOTE#22. ALL POWER DRIVEN NAILS FOR STRUCTURAL WORK SHALL CONFORM WITH ICC 2. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT-DIP GALVANIZED NAILS OTHERWISE IN CONTRACT DOCUMENTS.IN ACCORDANCE WITH SOILS REPORT UNLESS NOTED A. DOUGLAS FIR BASE MEMBER VALUES. ESR-1539. CONFORMING WITH ASTM A 153. o S. STOCK GLULAM BEAMS..................PRG-305 PERFORMANCE STANDARD FOR APA EWS STOCK GLULAM 3. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT-DIP GALVANIZED 3. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 2. THE FOUNDATION SOIL IS CLASSIFIED AS TABLE R401.4.1,#5 WITH AN ESTIMATED ALLOWABLE BEAM NAILS CONFORMING WITH ASTM A 153. 4. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER.EDGE AND END BEARING PRESSURE OF 1500 PSF,FOR DEAD AND LIVE LOADS. C. NON-STOCK GLULAM BEAMS.........ANSVAITC STANDARD A190.1 FOR STRUCTURAL GLUED LAMINATED 4. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT.5. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER.EDGE DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS.NAIL HOLES SHALL BE SUB- W y F TIMBER DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD. ��v I W D 3. FOOTINGS SHALL BEAR ON FIRM,DRY,UNDISTURBED SOIL AS CLASSIFIED IN NOTE#2 ABOVE. D. STRUCTURAL PLYWOOD................ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. AND END DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS.NAIL HOLES 5. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM OF W (/��# y DEPTHS INDICATED ON THE PLANS SHALL BE THE MINIMUM DEPTH OF FOOTING.THE EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE'APA-THE ENGINEERED WOOD SHALL BE SUB-DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD. - E CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONDITIONS ON THE JOB SITE DIFFER FROM ASSOCIATION". 6. ALL NAILS FOR PLYWOOD SHEATHING SHALL MEET 8d COMMON NAIL SIZING AT EACH CONTACT FOR 1X MEMBERS.TWO 10D NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF TWO Bd NAILS V/ V'co o THOSE INDICATED IN THE CONTRACT DOCUMENTS, E. ORIENTED STRAND BOARD...........ALL PANELS TO BE ORIENTED STRAND BOARD.EACH PANEL SHALL (2 1/2"X0.131"0). 6. MINIMUM NAILING SHALL BE PER THE TABLE BELOW.CONNECTIONS NOT NOTED BELOW Q Lu t a BEAR THE QUALITY TRADEMARK STAMP OF THE"APA-THE ENGINEERED WOOD ASSOCIATION 7. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM SHALL BE PER IRC TABLE R602.3(1): �n Q 1 0 4. ALL FOOTINGS NOT FORMED SHALL BE POURED INTO NEAT EXCAVATIONS AND THE FOOTING WIDTH OF TWO 16d NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF ��3 a SHALL BE INCREASED BY 2 INCHES.PRECAUTIONS SHALL BE TAKEN TO PREVENT SLOUGHING OF 2. ALL LUMBER SHALL BE DOUGLAS FIR WITH A MOISTURE CONTENT OF 19%OR LESS AT THE TIME TWO Sd NAILS AT EACH CONTACT FOR 1X MEMBERS. SOIL INTO THE FOOTING EXCAVATION PRIOR TO AND DURING THE PLACING OF CONCRETE. OF INSTALLATION.MINIMUM GRADE SHALL BE: 8. MINIMUM NAILING SHALL BE PER THE TABLE BELOW.CONNECTIONS NOT NOTED Z 00 ZN w N • 6X-DOUGLAS FIR#1,Fb=1350 PSI BELOW SHALL BE PER ICC ESR-1539 TABLE 11: 4 - W • 4X-DOUGLAS FIR#2,Fb=850 PSI ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER/SPACING 0 C1 Q CONCRETE NOTES: 3X-DOUGLAS FIR#2,Fb=850 PSI TYPE OF FASTENER , 0 N • 2X-DOUGLAS FIR#2,Fb=850 PSI ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER/SPACING @ TYPE ROOF 3 1. CONCRETE SHALL BE F'c=2500 PSI AT 28 DAYS WITH 5 SACKS OF CEMENT PER CUBIC YARD AND 4" STOCK GLULAM BEAMS-1.9E ROSOBORO X-BEAM.UNBALANCED AT SINGLE SPAN AND BALANCED OF FASTENER 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, (3)8d(21/2"4.131"),OR SLUMP. AT CONTINUOUS OR CANTILEVERED SPANS. TOE NAIL 2. REINFORCING STEEL SHALL CONFORM W/ASTM A-615,GRADE 60. NON-STOCK GLULAM BEAMS-SIMPLE SPAN 24F-V4.CONTINUOUS SPAN 24F-V8.CAMBER MINIMUM ROOF 3 3"x0.131" 3. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSE CLEAN 35OD-FT RADIUS,UON. 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TN (3)16d(3"x0.131") 2 CEILING JOISTS TO PLATE,TOE NAIL (3)5d(21/2"x0.131"),OR AGGREGATE SOLIDLY EMBEDDED.LOCATION AND TYPE OF JOINTS IN CONCRETE SHALL BE ONLY STRUCTURAL PLYWOOD-APA C-D EXTERIOR GLUE. (3)8d(21/T'x0.131") (3)Wx0.131" WHERE INDICATED IN THE CONTRACT DOCUMENTS. 2 CEILING JOISTS TO PLATE,TOE NAIL (3)16d(3"x0.131") 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS (3)18d(31/2"x0.162"),OR PNDRE W 4. DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF REINFORCING 3. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES,LAPPED AT WALL AND PARTITION (3)8d(212"x0.131'� OVER PARTITIONS FACE NAIL 4 3'k0.131" �Qy�pf��_tsq 1, UNLESS NOTED OTHERWISE AND DENOTE CLEAR COVERAGE.TYPICAL MINIMUM COVERAGES ARE: INTERSECTIONS WITH 3.18d NAILS.SPLICE UPPER AND LOWER PLATES AS IN DETAIL ON THIS SHEET. 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1 1/4"x2OGA RIDGE (3)10d(3"x0.148"),OR _ CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS r `TOP OR BOTTOM PLATES WHEN BORED FOR PIPES AND CONDUITS PLATES, BE SPLICED WITHIS213SIMPSON ST 3 OVER PARTITIONS,FACE NAIL (4)16d(3"x0.131") STRAP FACE NAIL 4 3"x0.131" a A. CAST FORMED ANDEXPO PERMANENTLY EXPOSED TO EARTH....................3" THE STRAPS ON ONE SIDE WHEN NOTCH IS 1/3 THE WIDTH OF THE PLATES.WHEN THE HOLE IS BORED OF 6 RAFTER OR ROOF TRUSS TO PLATE,TOE NAIL (3)10d(212"x0.148"),OR y B. FORMED AND EXPOSED TO EARTH OR WEATHER: THE WIDTH OF THE PLATES USE SIMPSON ST 6238 STRAPS.N EACH SIDE LA THE PLATES.BORED COLLAR TIE TO RAFTER,FACE NAIL OR 1 1/4"x20 GAGE RIDGE (4)16d(3"x0.131") 4)3"x0.131" P #5 AND LARGER.,...........................................................................................1 HOLES SHALL BE CENTERED ALONG THE WIDTH OF PLATES.NOTCHING PLATES MORE THAN I OF THE 4 STRAP (5)8d(2 12-W.131") (3)10d(312"x0.148") ?� 30695 & #5 AND SMALLER...........................................................................................1 12" WIDTH IS NOT ALLOWED.NOTCHES IN PLATES SHALL SHALL NOT BE LONGER THAN THE PLATE WIDTH FN C AND SHALL HAVE A CLEAR DISTANCE BETWEEN EXP BED TO WEATHER C. NO SLABS,WALLS AND JOISTS.R IN CONTACT WITH EARTH: 3/4 THE PLATE WIDTH.SILLLATES SHALL BE LAC PLACED N A BED OF GROUT WHEN Y ADJACENT HOLE OR TREQUIRED OR FCH OF AT LEAST L TWICE 5 RAFTER OR ROOF TRUSS TO PLATE,TOE NAIL (5)8d(212"x01.131�) 7 RAFTER TO MINIMUM ROOF RAFTERS TO 2"RIDGE BEAM(TOE,VALLEY OR HIP NAIL/FACE NAIL)FTERS OR 2 1Bd 3 12'x0.162" <SS/ONALT'-' 2 1 0 L3 O ( ) /Z BEAMS,GIRDERS AND COLUMNS BEARING ON THE FOUNDATION. (5)18d(3"x0.131") 3 3"x0.131" (MAIN BARS,TIES AND SPIRALS)..........................................................1 12° 8 ROOF RAFTER TO RIDGE,VALLEY OR HIP RAFTERS:TOE NAIL (5)Bd(2 12"x0.131") WALL 4. FOR EXTERIOR AND BEARING STUDS,NOTCHING NOT TO EXCEED 25%OF WIDTH AND BORED HOLES 7 ROOF RAFTER TO RIDGE,VALLEY OR HIP RAFTERS:END NAIL S. SPLICES IN CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP OF 48 BAR DIAMETERS,TYP NOT TO EXCEED 40%OF WIDTH.FOR NON-BEARING STUDS,NOTCHING NOT TO EXCEED 40%AND (4)16d(3NO.131") 8 STUD TO STUD(NOT AT BRACED WALL PANELS),FACE NAIL 16d(3''x0.13'�l&2.OC FOR UP TO#6,FOR REINFORCING LARGER THAN#6,MINIMUM LAP 60 BAR DIAMETERS.SPLICES IN BORING NOT TO EXCEED 60%.IF EXCEEDED,PROVIDE SIMPSON HSS STUD SHOE. WALL ADJACENT BARS SHALL BE AT LEAST 54"APART.BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS. 18d(3"x0.131") 16"OC 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTION 16d(312"x0.162")@ 16"OC 6. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF PIPE,VENT,DUCT AND OTHER SIMILAR 5. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS,AND AT SUPPORTS 8 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TN Sd(2 3!'4.1 131") "OC WALLCORNERS AT BRACED WALL PANELS FACE NAIL 3"x0.131" 12"OC OPENINGS. PARALLEL TO THE FRAMING PROVIDE BLOCKING OVER SUPPORT AT THE SAME SPACING AS THE d(2112"X.131 10 BUILT-UP HEADER(2"TO 2"HEADER W/12"SPACER),FACE NAIL 16d(312"x0.162")016"DO 7. REINFORCING STEEL NOT SPECIFICALLY DETAILED SHALL BE PER ACI-315R-04 DETAILING MANUAL. FRAMING.PROVIDE CROSS BRIDGING OR FULL DEPTH BLOCKING FOR ALL ROOF RAFTERS OR FLOOR 9 ABUTTING STUDS AT INTERSECTING WALL CORNERS,FACE NAIL )@ 8 OC 18d(312"x0.135") 12"OC 8. WELDED WIRE FABRIC SHALL CONFORM W/ASTM A-185 AND SIZED TO 4X4-W2.9XW2.9.PROVIDE IN FLAT JOISTS THATARE 8 114 OR MORE INCHES DEEP,AT 8 FEET ON CENTER MAXIMUM AND AT NOT MORE Sd(2 12'k0.131")@ 8"OC SHEETS AND CHAIR TO MID SLAB DEPTH. THAN 10 FEET FROM SUPPORTS.CROSS BRIDGING SHALL CONSIST OF 2X3 WITH 2-8d TOE NAILS AT 10 BUILT-UP HEADER,TWO PIECES WITH 12"SPACER 16d(3"x0.131")@ 8"OC 11 CONTINUOUS HEADER TO STUD,TOE NAIL (4)8d(21/74.131"),OR 9. VAPOR BARRIER SHALL BE STEGO INDUSTRIES"STEGO WRAP 15-MIL CLASS A"OR EQUIVALENT.INSTALL EACH END OR METAL BRIDGING INSTALLED WITH 2-8d NAILS AT EACH END. (4)10d(3"x0.128") 1") 12 TOP PLATE TO TOP PLATE,FACE NAIL 18d(312"x0.162")0 16"OC PER MFR'S RECOMMENDATIONS. 6. JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND STITCH NAILED TOGETHER. 11 CONTINUOUS HEADER TO STUD,TOE NAIL (4)8d(2 12"x0.131") 3"4.131"Q 12"OC 12 DOUBLE TOP PLATES,FACE NAIL 16d(3"x0.131")0 12"OC 13 DOUBLE TOP PLATE SPLICE,MINIMUM 48-INCH OFFSET OF END (16)16d(3 12"x0.135") 7. PROVIDE BLOCKING IN ALL WALLS AT THE MID HEIGHT ID STUDS IN SO SPACED THAT THE LINES. ED 8d(2 12"x0.131")0 8"OC JOINTS,FACE NAIL IN LAPPED AREA 18)3"x0.131" LENGTH OF STUDS DOES NOT EXCEED 10 FEET.PROVIDE BLOCKING IN WALLS AT CEILING LINES. DOUBLE TOP PLATES,MINIMUM 48-INCH OFFSET OF END JOINTS, 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING 16d(312"x0.162")@ 16"OC I 1 i 13 FACE NAIL IN LAPPED AREA (16)16d(3"x0.131") (NOT AT BRACED WALL PANELS),FACE NAIL 3"x0.131"Q 12"OC u 8. PROVIDE SOLID BLOCKING BETWEEN ANY POSTS AT FLOOR FRAMING IN MULTI-STORY CONSTRUCTION. 14 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL (3)16d(3"x0.131") 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING (2)16d(312"x0.162")(m16"OC I- METAL ALL WOOD FRAMING MEMBERS SHALL EITHER BEAR ON PLATES,BEAMS,POSTS OR BE SUPPORTED IN A 18tl(3"x0.131")(�12"OC (AT BRACED WALL PANELS),FACE NAIL (4)3"x0.131" 18"OC O METAL CONNECTOR. 15 SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 8d(2 12"x0.131")@ 8"OC (4)8d(2 12"x0.131") 18 4 3'S(0.131" 10.ALL LIGHT GAGE METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON"STRONG-TIE" 16 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS (4)16d(3"x0.131")0 16"OC TOP OR BOTTOM PLATE TO STUD(TOE NAIL/END NAIL) PRODUCTS AS SPECIFIED IN THEIR LATEST CATALOG OR AN APPROVED EQUAL.INSTALL ALL (4)6d(2 12"x0.131")0 16"OC (2)18d(3 12"x0.162") CONNECTORS PER MANUFACTURERS REQUIREMENTS,LON. (3)3"x0.131" 17 TOP OR SOLE PLATE TO STUD,END NAIL (4)16d(3"x0.131") 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL (2)16d(312"x0.162") J (4)Bd(212'k0.131") 3 3"x0.131"11.HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE w FLOORco BOLT PLUS 1/16TH OF AN INCH.HOLES FOR LAG SCREWS SHALL BE BORED AT NO MORE THAN 75%OF 18 STUD TO SOLE PLATE,TOE NAIL (4)16d(3"x0.131") C THE DIAMETER OF THE ROOT OF THE THREADS. (4)8d(2 12"x0.131") 21 JOIST TO SILL,TOP PLATE OR GIRDER,TOE NAIL (3)Sd(212"x0.131") C) w N 12.ALL BOLTS,EXPANSION ANCHORS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS FLOOR 2"0.131 31" z UNDER THE HEADS AND NUTS WHICH BEAR ON WOOD. 19 JOIST TO SILL OR GIRDER,TOENAIL 3-16d(3"x0.131") 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE,TN 8d(212"x0.131") 8"OC 3-8d(2 12"x0.131") 3"x0.131"@ 6"OC W LL 13.LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.ALL BOLTS AND 1Sd 3"x0.131' 24 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL (3)16d(3 12"x0.135'� Q Q < 20 RIM JOIST TO TOP PLATE,TOENAIL ( ) 6"OC (2)16d(312"x0.162') -�1 �l r , LAG SCREWS SHALL J TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR Btl(212"x0.131")(�8"OC 26 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER,FACE NAIL (3)16d(312"x0.162") v/ LL U COMPLETION OF THE JOB. 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS i6d(3"x0.131'��24"OC (4)3"x0.131" 14.ALL GLULAM BEAM FABRICATION SHALL BE PERFORMED BY AN APPROVED FABRICATOR PER IRC 5.1Bd(3"x0.131" 27 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS,FACE NAIL EA 10d(3"x(4)3"X)OR 3'k0.131" Nw LL R502.1.3. 22 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 6-Sd(212'k0.131") JST 6 24"OC T&B&3 EA END L.L rJl 15.WOOD FRAMING MEMBERS THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8"FROM 28 BAND OR RIM JOIST TO JOIST,END NAIL (3)1 4(3'1/2-ND'1�) U LJJ F-- EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED PER IRC R317.1. 18.CLEARANCE BETWEEN WOOD SIDING,SHEATHING AND FRAMING ON THE EXTERIOR OF A BUILDING AND 29 BRIDGING TO JOIST (2)10d(3"x0.128") W co U) EARTH SHALL NOT BE LESS THAN 6"FROM THE GROUND AND 2"VERTICALLY FROM CONCRETE STEPS, WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING O 32 3/8"to 12"(EDGE NAILING/FIELD NAILING) 8d(2 12" LLI PORCH SLABS,ETC.EXCEPT WHERE SIDING,SHEATHING AND WALL FRAMING ARE OF NATURALLY x0.131")@ 6"OC W w 0 DURABLE OR PRESERVATIVE-TREATED WOOD PER IRC R317.1. 8d(212'k0.131")G 12"OC �L n/ 33 19/32"TO V(EDGE NAIUNG/FIELD 6d(21/2`4.131")@ 6"OC 8d(212"x0.131")@ 12"OC 34 1 1/&'to 1 1/4"(EDGE NAILING/FIELD NAILING) 10d(3"x0.148")@ 8"OC 0 10d(3"x0.148")@ 12"OC a d 0 a w O G 'caC�S I Z 0 O 0 s8 d DATE 1202023 N DRAWN TSL mJOB NO C21351040.01 SHEET LL S0.1