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Home My WebLink About83 Old Hyannis Rd 5iE''INERAL STRUCTURAL NOTESI 1. ALL' WORK SHALL CONFORM TO THE REQUIREMENTS OF 2015 INTERNATIONAL RESIDENTIAL CODE AND CURRENT MA 780 CMR NINTH EDITION STATE BUILDING CODE SUPPLEMENTS 2. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE DESIGNER DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN TEAM. 3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS AND ANCHORAGES (INCLUDING ANCHOR BOLTS) AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE DESIGNER. 4 FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS ON GRADE BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER LATERAL FORCES ARE IN PLACE. I 5. ALL NEW WORK SHOULD BE REVIEWED FOR COMPLIANCE WITH PLANS PREPARED BY THE DESIGNER. THE DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY FRAMING I ISSUES THAT MAY ARISE IF NOT CONTACTED BY G.C. FOR SITE OBSERVATIONS DURING CONSTRUCTION. WOOD FRAMING CONNECTION SCHEDULE U. 0. L%4. WOOD FRAMING MEMBER HANGER SERIES 2x JOIST U2 "DEPTH (2) 2x HEADER / BEAM U2 "DEPTH" -2 i (3) 2x HEADER /BEAM U2 .DEPTH; 3 LSSU2x"DEPTH" 2x RAFTER TO RIDGE BEAM / VALLEY OR LS ANGLES I i WOOD POST MEMBER BASF/CAP (3) 2X4 POSTS A AC4CAPSE (3) 2X6 POSTS ABU66 BASE AC6` CAP NOTES: I. HANGER DEPTH SHA WIDTH O F FRAMING MEMBER. LL MATCH DEPTH AND 2. HANGERS SHALL BE INSTALLED CONCURRENTLY WITH FRAMING AND ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. THE CONTRACTOR SHALL COORDINATE ALL SLOPES, ANGLES AND OFFSETS FOR ALL FLOOR AND ROOF CONNECTORS. 4. HANGER DESIGNATIONS ARE BASED UPON SIMPSON STRONG (TIE LOAD TABLES. SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE DESIGNER. 5. POST CONNECTORS ARE REQUIRED FOR ALL POST LOCATED IN EXTERIOR SPACE OR SUPPORTING ROOF MEMBERS ATE TO 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND 301 REQUIREMENTS. THIS SHALL INCLUDE PROPORTIONINGOF CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE, AND CURING PROCEDURES. 2. ALL COLD WEATHER CONCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 306. THE G.C. SHALL BE RESPONSIBLE FOR SUBMITTING A COLD WEATHER CONCRETING PROCEDURE FOR REVIEW PRIOR TO CONSTRUCTION. 3. ALL HOT WEATHER CONCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 305. THE G.C. SHALL BE RESPONSIBLE FOR SUBMITTING A HOT WEATHER CONCRETING PROCEDURE FOR REVIEW PRIOR TO CONSTRUCTION. 4. ALL CONCRETE CURING SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN ACI 308. 5. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH a. FOOTINGS, FOUNDATIONS ................. : .................. ............. 'II 3,500 PSI o I _ 6. 1 PROVIDE TOTAL AIR ENTRAINMENT OF 6% (f) FOR ALL CONCRETE EXPOSED TO WEATHER. 7. j MAX. WATER/CEMENT RATIO FOR 4000 PSI CONCRETE = 0.45. PROVIDE A HIGH -RANGE WATER REDUCING ADMIXTURE IF REQUIRED TO INCREASE WORKABILITY OF THE CONCRETE. � I,I I 1 s ' TOP OR BOTTOM PL 2-16d OF NUMBER OF NAIL SPACING JOINT. DESCRIPTION 2-10d COMMON NAILS BOX NAILS 3-8d BOTTOM PLATE TO FLOOR JOIST, i;z 2-16d ROOF FRAMING P ER F OOTI 5d COILERS RAFTER TO TOP PLATE BANDJOIST, ENDJOIST, OR 3-16d 3-16d 1.9x 10'psi PER RAFTER (TOE -NAILED) 10d 285 psi (SEE TABLE 3.11)* 1 FLOOR FRAMING CEILING JOIST TO TOP I 3-8d 3-8d 4-8d PER JOIST 7/16" PLATE (TOE -NAILED) - - GIRDER (TOE NAILED) 6" FIELD DOUGLAS FIR LARCH 1.4 x lObpsi 25/32" CEILING JOIST TO 4-lOd 4-10d 2-8d EACH LAP PARALLEL RAFTER (TOE -NAILED EACH END 5d COOLERS (TOE -NAILED) HARDBOARD CEILING JOIST LAPS OVER 8d 4-10d 4-10d 8d EACH LAP li PARTITIONS (TOE -NAILED) I "x6" OR 1 "x8" 2-8d 2-10d PER EACH END FLOOR SHEATHING ' (TOE -NAILED) .COLLAR TIE TO RAFTER 4-10d 4-10d BLOCKING TO SILL OR TOP PER TIE 3-16d (FACE -NAILED) GREATER THAN`1" : EACH BLACK 16d PLATE (TOE -NAILED) 6"EDGE/ BLOCKING TO RAFTER 1500 psi 2-$d 2-10d 6" FIELD EACH END, - ( TOE NAILED 3- 16d - 4 16d EACH JOIST AC 2-8d RIM BOARD TO RAFTER 2-16d 3-16d 3-8d EACHEND (END -NAILED) JOIST ON LEDGER TO BEAM 3-8d 3-10d o.c. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" o.c. AT THE PER JOIST REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR WALL FRAMING TO MAINTAIN THE LOAD PATH 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED TOP PLATE TO TOP PLATE NAIL PER FOOT 1 2-16d i 2-16d PER FOOT (FACE -NAILED) PER JOIST (END -NAILED) TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS - (FACE -NAILED) 3-16d PER FOOT EACH SIDE STUD TO STUD 2-16d 2-16d 24 o.c. (FACE -NAILED) HEADER TO HEADER 16d 16d 16" o.c. (FACE -NAILED) ALONG EDGES ATE TO 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND 301 REQUIREMENTS. THIS SHALL INCLUDE PROPORTIONINGOF CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE, AND CURING PROCEDURES. 2. ALL COLD WEATHER CONCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 306. THE G.C. SHALL BE RESPONSIBLE FOR SUBMITTING A COLD WEATHER CONCRETING PROCEDURE FOR REVIEW PRIOR TO CONSTRUCTION. 3. ALL HOT WEATHER CONCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 305. THE G.C. SHALL BE RESPONSIBLE FOR SUBMITTING A HOT WEATHER CONCRETING PROCEDURE FOR REVIEW PRIOR TO CONSTRUCTION. 4. ALL CONCRETE CURING SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN ACI 308. 5. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTH a. FOOTINGS, FOUNDATIONS ................. : .................. ............. 'II 3,500 PSI o I _ 6. 1 PROVIDE TOTAL AIR ENTRAINMENT OF 6% (f) FOR ALL CONCRETE EXPOSED TO WEATHER. 7. j MAX. WATER/CEMENT RATIO FOR 4000 PSI CONCRETE = 0.45. PROVIDE A HIGH -RANGE WATER REDUCING ADMIXTURE IF REQUIRED TO INCREASE WORKABILITY OF THE CONCRETE. � I,I I 1 s ' TOP OR BOTTOM PL 2-16d 2-16d PER STUD', 1 "x6" OR 1 "x8" STUD (END -NAILED) 2-10d SUPPORT i' VxI0" OR WIDER 3-8d BOTTOM PLATE TO FLOOR JOIST, i;z 2-16d 1,2� 2- 16d P ER F OOTI 5d COILERS Sd COILERS BANDJOIST, ENDJOIST, OR 190 psi WALL SHEATHING 1.9x 10'psi STRUCTURAL PANELS BLOCKING(FACE-NAILED) 10d 285 psi (SEE TABLE 3.11)* 1 FLOOR FRAMING 625 psi I ' 1400 psi JOIST TO SILL, TOP PLATE OR 4-8d 4-I0d 7/16" PER JOIST ; - - GIRDER (TOE NAILED) 6" FIELD DOUGLAS FIR LARCH 1.4 x lObpsi 25/32" 625 psi BRIDGING TO JOIST 900 psi 2-8d 2-10d ' GYPSUM WALLBOARD EACH END 5d COOLERS (TOE -NAILED) HARDBOARD 8d 8d (SEE TABLE 3.11)* PARTICLEBOARD PANELS 8d BLOCKING TO JOIST �� 2-8d 2-10d I "x6" OR 1 "x8" 2-8d 2-10d PER EACH END FLOOR SHEATHING ' (TOE -NAILED) HEADER i 1" OR LESS BLOCKING TO SILL OR TOP 10d 3-16d 4-16d GREATER THAN`1" : EACH BLACK 16d PLATE (TOE -NAILED) 6"EDGE/ SCALE: 3/4" = 1'-0" 51.0 1500 psi 175 psi I 6" FIELD LEDGER STRIP TO BEAM ' 3- 16d - 4 16d EACH JOIST AC 2-8d (FACE -NAILED) PER 1"x10" OR WIDER 3-8d 3-10d JOIST ON LEDGER TO BEAM 3-8d 3-10d o.c. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" o.c. AT THE PER JOIST REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (TOE -NAILED) TO MAINTAIN THE LOAD PATH 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED NAIL PER FOOT BAND JOIST TO JOIST 3-16d 4-16d PER JOIST (END -NAILED) BAND JOIST TO SILL OR TOP 2-16d1 3-16d PER FOOT PLATE (TOE -NAILED) ROOF SHEATHING FOUNDATION NOTES 1. ALL FOUNDATIONS, FOOTINGS AND SLABS (SHALL BEAR ON UNDISTURBED, NON-ORGANIC MATERIAL, COMPACTED STRUCTURAL FILL OR CRUSHED STONE' NI ITH A MINIMUME PRESUMPTIVE BE CAPACITY OF 2.0 TONS PER SQUARE FOOT. 2! BOTTOM OF FOOTING ELEVATIONS ARE SHbm,IN ON THE PLANTS. IF ANY ORGANIC MATERIALS, SILTS, CLAYS OR FILL MATERIAL ARE ENCOUNTERED DURING EXCAVATION AT THE SPECIFIED BEARING ELEVATION OR SLAB ON GRADE LOCATIONS, THE GENERAL CONTRACTOR': SHALL HALT ALL EXCAVATION AND CONTACT THE DESIGNER FOR SITE OBSERVATION AND DETE JNIL`�,T.'ATION OF REMEDIAL PROCEDURES.'THE GENERAL CONTRACTOR SHALL THEN SUBMIT A SCHEDULE OF COSTS FOR POSSIBLE REMOVAL OF UNSUITABLE MATERIALS AND REPLACEMENT WITH CONTROLLED STLJCTL.RAL FILL PRIOR TO PROCEEDING WITH CONTRUCTION. S 3. THE GENERAL CONTRACTOR SHALL CO 'FORM TO THE REQUIREMENTS OF OSHA REGARDING OPEN HOLES, SLOPE STABILITY AND EXCAVATION PROCEDURES. 4 ALL FOUNDATIONS FOOTINGS SMALL BE 4'-0" OR MORE BELOW FINISHED GRADE. 5! BACKFILLING OF FOUNDATIONS SHALL NOT' EXCEED MORE THAN T-0" UNBALANCED FILL CONDITIONS WITHOUT TEMPORARY SHORING OF FOUNDATION ((FALLS, L-N]LESS FLOOR SYSTEM 14AS BEEN FRAMED AND DECKED. 6 WHEREVER BEDROCK IS ENCOUNTERED, THE ROCK SHALL BE REMOVED TO T-0" BELOW BOTTOM OF FOOTINGS OR P-0" BELOW BOTTOM OF SLAB AND RESTORED IN 8" LIFTS OF COMPACTED CRUSHED STONE. 7 A RIGOROUS GEOTECHNICAL EXPLORATION PROGRAM HAS NOT BEEN UNDERTAKEN FOR THIS SITE. IT IS THE RESPONSIBILITY OF THE G.C. TO L'tiDEP.TAXE ANN' ADDITIONAL TEST PITS, BORINGS OR INVESTIGATIONS AS NECESSARY TO ASSURE THE MINI''�'IU"�'I BEARING CAPACITY'. 8 CONTROLLED STRUCTURAL FILL / SLAB O`er GRADE BACKFILLING SHALL CONFORM TO THE FOLLOWING GRADATION. US SIEVE °% PASSING BY AVEIGHT 4'1 100 1„ 60-100 #4 25.55 #20 1 C 55 #40 #200 less than 5% an ' 55 9� CRUSHED STONE SHALL BE CLEAN CRUSHED STONE CONFORMING TO ASTI l C33,3/4" NOMINAL SIZE. STRUCTURAL PANELS 8d 10d 3s aj>TABLE F STRUCTURAL LUMBER /ROUGH CARPENTRY DIAGONAL BOARD SHEATHING TO 16d MODULUS OF I FLL-X. ST 1?.E:SS F � PER 1 "x6" OR 1 "x8" 2-8d 2-10d SUPPORT i' VxI0" OR WIDER 3-8d 3-10d F, CEILING SHEATHING WALLBOARD i GYPSUM W 5d COILERS Sd COILERS 10 EDGE/ 10 FIELD ' 190 psi WALL SHEATHING 1.9x 10'psi STRUCTURAL PANELS 8d . 10d 285 psi (SEE TABLE 3.11)* 1 FIBERBOARD PANELS 625 psi ' 1400 psi 3" EDGE/ IPI 7/16" 6d 8d - - 6" FIELD DOUGLAS FIR LARCH 1.4 x lObpsi 25/32" 625 psi 900 psi 180 psi NORTH,. (STUDS) GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 7 " EDGE/ FIELD HARDBOARD 8d 8d (SEE TABLE 3.11)* PARTICLEBOARD PANELS 8d 8d PER MANUFAC TURER DIAGONAL BOARD SHEATHING I "x6" OR 1 "x8" 2-8d 2-10d PER 1"x10" OR WIDER 3-8d 3-10d SUPPORT FLOOR SHEATHING STRUCTURAL PANELS HEADER 6" EDGE/ 1" OR LESS 8d 10d 12" FIELD GREATER THAN`1" : 10d 16d 11.5:1 psi 6"EDGE/ SCALE: 3/4" = 1'-0" 51.0 1500 psi 175 psi (PRESSURE TREATED 6" FIELD DIAGONAL BOARD SHEATHING ' 1 "x6" OR 1 "x8" 2-8d 2-I0d PER 1"x10" OR WIDER 3-8d 3-10d SUPPORT NOTES: 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" o.c. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" o.c. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED NAIL PER FOOT 1. ALL WORK SHALL BE IN CONFORMANCE 1�`ITIl THE A14IERICAN FOREST AND PAPER ASSOCIATION STANDARDS AND SPECIFICATIONS. 2. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR -LARCH NORTH NO.2 OR SETTER (19%% MOISTURE CONTENT OR LESS.) ALL LUMBER EXPOSED TO WEATHER. SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER WITH ACQ PRESSURE TREATMENT PRESERVATIVE AND A MOISTURE CONTE. rT OF 19%%% OR LOWER. 3. ALL EXTERIOR BEARING WALLS SHALL BE 2x6 AT 16" ON -CENTER DOUGLAS FIR• -LARCH NORTH NO.2 OR BETTER, UNLESS NOTED OTHERWISE. 4. PROVIDE METAL HANGERS AT ALL FLUSH FRA<:%IED CON NvFECTIONS. 5. ALL FASTENERS SHALL BE IN CONFORMANCE'N"TTH THE FASTENING SCHEDULE IN THE CURRENT INTERNATIONAL RESIDENTIAL CODE, UNLESS NOTED OTHERWISE. FASTE'. TERS EXPOSED TO THE'kNT-ATHER SHALL BE HOT -DIP GALVANIZED OR STAINLESS STEEL. 6 i PLYWOOD - APA RATED SHEATHING WITH EXTERIOR GLUE' a. ALL WALL SHEATHING SHALL BE 1/2" GRADE C -D EXPOSURE 1 PLYWOOD, 32/16 SPAN RATING. b. ALL ROOF DECK SHALL BE 5/8" GRADE C -D EXPOSURE 1 PLYWOOD, 40/20 SPAN RATING, SUPPORTED BY METAL CLIPS. C. ALL FLOOR DECK SHALL BE 3/4" GRADE C -D 'EXTOSURE 1, TONGUE AND GROOVE PLYWOOD, 48/24 SPAN RATING. n ?�+ �.I LES SHALL NOT BE INSTALLED WITH ANGULAR RTVG NAILS (STAPLES 7. ALL FLOOR AND ROOF DECKING SHALL BE i"s., PERMITTED) WITH INSTALLATION PROCEDT_7`R.ES CONFOP-MING TO THE GOVERNi[NG AGENCY STAMPED ON THE SHEETS. 8. ALL ROOF AREAS THAT ARE OVER -FRAMED SHALL CONTAIN` ROOF' DECKING ON THE UNDER -FRAMED MATERIAL, UNLESS NOTED OTHERWISE. 9. WHERE INDICATED, ALL LUMBER NOTED AS "LN, L" SHALL BE IMICT OLAM LAMINATED VENEER LUMBER, AS MANUFACTURED BY WEYERHAEUSER. I 10. WHERE INDICATED, ALL MEMBERS NOTED AS "'TE" K ALL BE TRUSS JOIST ENGINEERED WOOD I JOISTS, AS MANUFACTURED BY WEYERHAEUSER. FLOOR iBR',IDCING AN`D,'OR. BLOCKING SHALL BE INSTALLED PER JOIST MANUFACTURER'S RECOMMENDATIONS. 1 . ALL PLYWOOD AND STRUCTURAL USE PANELS' SILALI- CON'FORM TO THE REQUIREMENTS OF THE APA - THE 12ENGINEERED WOOD ASSOCIATION. . ALL WALL STUDS CUT FOR OTHER TRADES OVER 1/4 OF' THE STUD DEPTH SHALL BE DOUBLED. 13. WHERE STUD WALLS ARE GREATER THAN 8`4)"111 PROWDE A ROW OF 2X SOLID HORIZONTAL BLOCKING. 14. ALL OPENINGS SHALL BE FRAMED BY DOUBLE ME'VMERS UN'LE'SS NOTED OTHERWISE. 15. PROVIDE 1"x4" CROSS -BRIDGING OR SOLID li. BLOCKI"NG FOR ALL SOLID SAWN WOOD JOISTS AT 8'-0" ON -CENTER MAXIMUM SPACING AND 2x SOLID BLOCKI'N6 BETNEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. 16. MINIMUM LUMBER ALLOWABLE DESIGN STRESSES SHALL BE A'S FOLLOWS: i FLOOR DIAPHRAGM NOTES AND DETAILS TAIL FLOOR SHEATHING 'O FLOOR JOIST W/ FLOOR NAIL FLOOR SHEATHING TO Dd @ 6" O.C. ALONG SHEATHING BLOCKING W/ lOd @ 6" O.C. ,DGES ALONG EDGES FLOOR JOIST FLOOR SHEATHING RIM JOIST RIM JOIST NAIL WALL SHEATHING TO RIM JOIST W/ (3) I Od NAILS @ 6" O.C. NAIL WALL SHEATHING TO RIM JOIST W/ (3)-10d @ 6" O.C. DBL. TOP: PLATE _ LOOR JOISTS 2x BLOCKING WALL SHEATHING WALL SHEATHING ALONG PANEL WALL STUDS EDGES IN 1ST WALL STUDS 2 BAYS ONLY TYPICAL .FLOOR DIAPHRAGM DETAIL TYPICAL FLOOR DIAPHRAGM D ETAIL .JOISTS PERPENDICULAR TO WALL A JOISTS PARALLEL TO WALL B SCALE: 3/4 - 1-0" SCALE: 3/4" =1'-0" "'I'S LO - FLOOR DIAPHRAGM NOTES FLOOR DECK SHALL BE 3/4 GRADE C -D EXPOSURE 1 TONGUE AND GROOVE PLYWOOD, 48/24 SPAN RATING. NAIL FLOOR DECK AT THE NG SPACING: lOd @ 6" oc ALONG PANEL EDGES. ' I FOLLOWIWL MEMBER MODULUS OF I FLL-X. ST 1?.E:SS F � COMP. PERP. COMP. PARALLEL HORIZ. ELASTICITY, E TO GRAIN Fel TO GRAIN F� i `SHEAR F, PSL COLUMNS 1.8 x l Ob psi 2.„ 1^0 psi 425 psi 2500 psi 190 psi LVL 1.9x 10'psi 2�p0:1 psi 750 psi 2510 psi 285 psi DOUGLAS FIR LARCH 1.6 x 106 psi °� �J psi 625 psi ' 1400 psi 180 psi NORTH, NO.2 ' 9-11 psi,(RI`T'. UST') DOUGLAS FIR LARCH 1.4 x lObpsi 6�0 psi 625 psi 900 psi 180 psi NORTH,. (STUDS) S -Y -P, NO.2 1.4 x 106 psi 1.. iia psi 480 psi I 1600 psi 175 psi. (PRESSURE TREATED 1. 20 psi (REP-, tiE'ET Od @ 12" oc FIELD NAILING HEADER 2X'S) USE) HDR. SCHEDULE) HDR. SCHEDULE) S -Y -P, N0.2 1.4 x 106 psi 11.5:1 psi 480 psi. SCALE: 3/4" = 1'-0" 51.0 1500 psi 175 psi (PRESSURE TREATED TYPICAL HIGH WIND CONNE CTI ON DETAILS ' POSTS) I BE REDUCED TO 1 - WOOD' POST SCI-IEDLTLE GALVANIZED TSTENER� NOTE P# POST TYPE P2 WOLMANIZED PSL 5-1/4" x 5 1/4" POST P2 16x6 P.T. WOOD POST POST P3 P4 P6 P7 P8 ZMAX CONNECTORS AND G90 GALVANIZED:FASTENERS ERS SHALL BE USED FOR ALL SIMPSON (. CONNECTORS IN CONTACT WITH PRESSURF TR.EATI:D WOOD (T'iTICAL). NAILS EXPOSED TO INCLEMENT CONDITIONS AND USED TO ASS 5.NIIISLE I'R:ESSURE TREATED MATERIALS SHALL NOT BE INCOMPATIBLE WITH THE METAL IN TIDE H-!%`� C�ERS(I.E. COVNION WIRE NAILS AND/OR ROOFING NAILS.) USE OF THESE FASTENERS IN TP E A i T^ D IVODD� MATERIALS AND SUBJECT TO "BIMETALLIC GALVANIC CORROSION" ACCELERATES THE �CORRO KION PROCESS IN SAID,FASTENTERS. THE DESIGNER INDEMNIFIES HIMSELF FROM ALL DAMAGES . ' .SOC14-" TED'S' ITH THE USE OF INCOMPATIBLE FASTENERS AND RECOMMENDS COORDINATING ATFROPRIATE FASTENERS WITH METAL CONNECTOR SUPPLIER. Od @ 12" oc FIELD NAILING HEADER ' JACK STUD SEE KING STUD SEE HDR. SCHEDULE) HDR. SCHEDULE) TYPICAL HEADER BEARING DETAIL C SCALE: 3/4" = 1'-0" 51.0 TYPICAL HIGH WIND CONNE CTI ON DETAILS