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<br /> 1.0 GENERAL 3.0 CONCRETE 3.5 REINFORCING STEEL 12 CARPENTRY HARDWARE 15 PLYWOOD/055 SHEATHING r ,._r:s'; -
<br /> THESE STRUCTURAL NOTES SUPPLEMENT NE SPECIFICATIONS, ANY 3.1 GENERAL DETAIL, FABRICATE AND PLACE PER ACI©315 AND ACI-315. SUPPORT A. BOLTS SHALL BE ASTM A-301. EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN N
<br /> DISCREPANCY FOUND AMONG THE DRAWINGS SPECIFICATIONS, THESE 1REINFORCEi ENT WITH Ai OVED CHAIRS, SPACERS, OR PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SMALL ER-
<br /> NOTES, Amp THE SITE CONDITIONS SHALL BE REPORTED TO THE NORMAL WEIGHT c ONCRETE MEETING THE REQUIREMENTS OF ACI 301 B. WASHERS SHALL BE STANDA-'40 CUT WASHERS OR MALLEABLE CONFORi TO MOST CAREW VERSION a PS2 FOR OSB. USE THICKNESS
<br /> ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY ESTABLISH PROPORTIONS OF CEMENT, COARSE AND FINE AGGREGATES, A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, IRON WASHER. AND NAILING AS SHOWN ON THE DRAWINGS. SHEATHING SMALL HAVE
<br /> WORD DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH WATER, AND ADM XTURES TO PRODUCE THE PROPERTIES SPECIFIED MEETING A6T11 STANDARD A-615, A-106 AT BOUNDARY ELEMENTS± EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S
<br /> DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RiSK, THE FOR EACH CONCF ETE MIX TYPE PER ACI-301 ON THE BASIS OF GRADE 60 FOR *3 AND LARGER BAR UNLESS NOTED OTHERWISE C. ALL NAILS SHALL BE COMMON WIMP NAILS OR EQUIVALENT CONSTRUCTION AND FATHER CONDITIONS SPECIFIED BY CONTRACTOR.
<br /> CONTRCTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS PREVIOUS MELD !SXPERiENCE OR TRIAL BATCHES. USE ADMIXTURES IN ON THE PLANS. SHOP DRAWINGS SHALL BE MARKED PNEUMATICALLY DRIVEN NAIL'S (P-NAILS), AMERICAN OR EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE sr) AT 6° ON
<br /> AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WOR< OR ACCORDANCE U14-I THE MANUFACTURER'S DIRECTIONS. USE AMOUNTS ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW CANADI, N MANUFACTURER ONLY A5 INDICATED BELOW. P-NAILS CENTER 6 SUPPORTED PANEL EDGES AND 8D AT 12' ON CENTER ON
<br /> FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING a WATER-RIDUC'NG ADMIXTURE THAT WILL PERMIT PLACING WITHOUT PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT SHALL ICE INSTALLED PER THE MANUFACTURERS GUIDELINES. OTHER SUPPORTING MEMBERS FOR WALLS AND ROO>a5. FOR FLOORS, Lq c
<br /> AND SHORING DURING CONSTRUCTION. SEGREGATION, HC NEYCOMDING OR ROCK POCKETS. THE SLUMPS IN FIELD AFTER CONCRETE PLACEMENT. ALL BEND SHALL BE PER USE THE SAME SPACING PATTER AS STATED FOR WALLS OR ROOF 1 R.,SPECIFIED ARE T 4E SLUMPS REQUIRED AT THE POINT OF PLAC Ai lT ACI. COMMON WIRE PNEUMATIC MiNIMUM NAIL NAILNAIL NAIL LENGTH APPLICATION EXCEPT USE 101D NAILS. 0
<br /> 1.1 CODES INTO THE STRUCTI RE. USE INTERIOR MECHANICAL VIBRATORS WITH lbd COMMON 0.162° P�NAIL 3©1/2° FRAMING
<br /> 1000 RPM MINIM FREQUENCY. DO NOT OVER VIBRATE. DO NOT B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE La-1 k
<br /> I®d COMMON 0.145° P-NAIL 3° FRAMING
<br /> NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF 05D
<br /> 41
<br /> ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE MOPE THE CONCRETE HORIZONTALLY USING THE VIBRATOR CONCRETE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, %, COMMON 0.131' P-NAIL 3° P MIND CALLED OUT. ALL THICKNESS AND GRADING SHALL CONFORM TO PSI k k ;
<br /> REQUIREMENTS OF CITY OF EVERETT AND: THE 2015 INTERNATIONAL SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR BOTH VERTICAL AND HORIZONTAL. 10d COMMON 0.145' P©NAIL 2-1/2' SHEATHING OR PS2. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE k
<br /> BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY CiTY OF CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM %"s COMMON 0.131' P©NAIL 2©1/2° SHEATHING PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS ,
<br /> EVERETT AND THE STATE OF WASHINGTON: A.C.I. - LATEST EDITION, AiSC PREMATURE DRY NG AND EXCESSIVE HOT OR COLD TEMPERATURES C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 315, CLASS SPECIFIED BY CONTRACTOR k Q
<br /> - LATEST EDITION, AWS © LATEST ADDITION, A.I.T.C. © LATEST EDITION, FOR SEVEN PAYE AFTER POURING. PROVIDE ENGINEER WITH B AND Al COMPRESSION SPLICES ARE 30 DIAMETERS FOR f'c D. LAG SCREWS, SHEAR PLATES - SEE IBC.
<br /> NIA - LATEST EDITION AND A.I.S.1 - LATEST EDITION PROPOSED CONE TRUCTION OR CONTROL JOINT LOCATIONS FOR HIS GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR f'c WHICH , N
<br /> 1,2 DESIGN CRITERIA APPROVAL, OR U 3E JOINTS AS SHOWN ON THE DRAWINGS. ALL IS LESS THAN 3000 PSI, UNLESS NOTED OTHERWISE. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, LISP, OR OTHER FLOOR DIAPHRAGM: 3/4' PWD (PANEL INDEX o 48/24), WITH 10d NAILS 4
<br /> REINFORCEMENT "IE WIRES AND FORM ANCHORS SHALL BE CUT OFF iCBO APPROVED. OR .131' DIA P-NAILS AT 6° O^C. AT SUPPORTED PANEL EDGES AND AT
<br /> A. VERTICAL LOADS FLUSH WITH THE EURVACE± SUWACES WHE-4- EXPOSED SMALL DE D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL DE A MiNIMUM 12° O.C. AT MELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE L-z,)
<br /> SMOOTH AND FREE FROM IRREGULARITIES. 1- TOP AND BOTTOM, EXTENDING 2'-6' BEYOND OPENING AT F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE REQUIRED, USE PLY-CLIPS INSTALLED PER MANUFACTURER'S
<br /> 1. LIVE LOADS EACH COMER SEE TYPICAL DETAILS. GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS OF GUIDELINES AND APA GUIDELINES. Lli
<br /> 32 STRENGTH CORROSION PROTECTION, HARDUJAK AND FASTENERS IN CONTACT
<br /> ROOF (SNOW) 25 PSF E. WELDING: TACK WELDING OF REBAR 15 NOT PERITTED UNLESS WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT-DIPPED
<br /> Pg ® 3® PSF
<br /> DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH A 25- DAY CALLED FOR AND APPROVED BY THE ENGINEER GALVANIZED TO A G-1%� RATING, THE HARDWARE AND FASTENER 1� MANUFACTURED TIMBER BEAMS (NONE)
<br /> Pf e 20 PSF COMPRESSIVE STRENGTH OF 3,000psi, +/ 4%® SLUMP, 00% AIR MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE1 1 PRESERVATIVE TREATMENT
<br /> Ca ® 1.0 ENTRAINMENT, ANl) A WATER/CEMENT RATIO a 0.50 FOR ALL F. MINIMUM REINFORCING: WHEN I INFORCEMENT IS NOT 51-10UN Old PRESSURE TREATED MATERIALS USED ON SITE. I'1 I 0
<br /> Ct o 1.0 CONCRETE. ON_Ill 2,500p%i iS_REQUiRD FOR STRENGTH UNLESS NOTED THE DRAWINGS, THE 'BUILDING CODE REQUIREMENTS FOR ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK MATERIALS
<br /> IS e 10 OTHERWISE. REINFORCED CONCRETE (ACI 31S) SHALL BE REFERRED TO FOR 13 MINIMUM NAILING - PER 2015 iPC TABLE 2304.10.1 ON THIS SHEET SHALL BE PRESSURE TREATED WITH 25'°/CF PENTACHLOROPHENOL PER
<br /> PROPER REINFORCEMENT. A JPA SPECIFICATION P©5 OR OTHER APPROVED TREATMENT. ALL
<br /> FLOOR 40 P5F APPLICATION STRENGTH MAXIMUM PERCENT 1.4 ANCHOR BOLTS
<br /> F'c WATER/CEMEN- AIR G. 1 BAR COVER PROVIDE CONCRETE PROTECTION FOR CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE CARED E. -,DECKS 60 P5F (P51) _ RATIO ENTRAINMENT REINFORCEMENT AS FOLLOWS: PER
<br /> IN ACCORDANCE WITH IPA SPECIFICATION M-4. CONTRACTOR
<br /> PER IBC SECTION 23063.1 ALL FOUNDATION PLATES OR SILLS SHALL BE SHALL VERIFY COMPATIBLITY BETWEEN THE PRESSURE TREATMENT AND
<br /> B. LATERAL LOADS: FOOTINGS 2500 050 0 e COVER CONDITION BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2' OR 5/8° ANY HARDWARE OR FASTENERS IN CONTACT WITH THE PRESSURE O
<br /> FOUNDATION WALLS 2500 0.50 0.0% NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 1 AND TREATED MATERIAL(S).
<br /> LA SLAM ER4L FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF SLA ON GRADE 2500 0.50 5,0°i® 3° CONCRETE DEPOSITED AGAINST EARTH SPACED NOT MORE THAN 6 FEET ON CENTER THERE SHALL BE A M
<br /> THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN OTHER CONCRETE 2500 050 0 2' CONCRETE DEPOSITED AGAINST FORMS BUT MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT w
<br /> TRANSFERRED TO THE FOOTINGS, WHERE ULTIMAIE DISPLACEMENT IS ° EXPOSED TO EARTH MORE THAN 12 INCHES OR LESS THAN 4 INCH OF EACH END OF EACH SO THROUGH 140 NOT USED N Cn
<br /> SUBNOTES: 1-1/2 MAIN REINFORCING IN BEAMS j
<br /> RESISTED BY PASSIYE PRESSUREOF EARTH AND SLIDING RRICTION PIECE. IN SEISMIC DESIGN CATEGORIES D, E 4 F, A MINIMUM OF 1/2 INCH
<br /> OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OP THE Iml/2° TO TIES IN COLUMNS, AND TIRED REBAR IN WALLS DIAMETER DOLTS WITH 3'x3'x1/4' PLATE WASHERS IS REQUIRED. B/S INCH 150 MECHANICAL / POWDER DRIVEN FASTENERS (NOT REQUIRED)
<br /> STRUCTURE. 1. ANY a THE ABOVE MIXES) CAN BE USED FLOWABLE (S' TO II' Fi/2° FOR BARS IN SLAB ON GROUND DIAMETER ANCHOR BOLTS ARE REQUIRED IN SEISMIC DESIGNQJ
<br /> SLUMP) If THE `-'ROPER ADDITION OF ADMIXTURES iS INCLUDED 3/4' FOR BARS IN SLABS ON FORMS CATEGORIES E 4 F. SEE SHEARJALL TABLE FOR ADDITIONAL 16.0 SPECIAL INSPECTIONS (NOT REQUIRED) 0
<br /> 1. WIND: EXPOSURE B, 3-SECOND GUST : 110 M.P.H. PER IBC, RISK AND THE W/C RATIO IS NOT INCREASED. INPORIATI`' t. 110 MISCELLANEOUS
<br /> FACTOR I i,Kzt o 10 LE
<br /> 2. SLABS 0'4 GRADE MAY CONTAIN WELDED-WIRE OR FIBER-MESH. H. WELDED WIRE FABRIC: ASTM©A185 AND ASTM1-A52 VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO
<br /> 2. SEISMIC: SEISMIC USE GROUP I, SEISMIC DESiGNN CATEGORY D EITHER CE OF THESE MAY BE USED TO ASSIST IN THE v�
<br /> PREVENT OF VARIABLE SHRINKAGE AND CRAC'.KING. I. DEFORMED BAR ANCHORS: AS11�1-A496 PROCEEDING. PROVIDEERECTION BRACING NECESSARY UNTIL
<br /> PER IBC: PERMANENT SUPPORT ANMD 5TIFR ESS A INSTALLED. REM R TO o LL1
<br /> ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL `2 `
<br /> DOES NOT GOVERN FOR SINGLE-STORY 3. THE PROPVRTIONS APPROVED SHALL BE CAREFULLY J. REINFORCEMENT ALLOWANCE: THE CONTRACTOR SMALL PROVIDE TRATMETIT AND DIMENSIONS NOT SHOU,N. 1REFER TO MECHANICAL M cn
<br /> LIGHT WEIGHT RESIDENTIAL STRUCTURES MAINTAIN ED. NO DEVIATION FROM THESE PROPORTIONS, AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT WHICH MAY OR AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL c c c
<br /> ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE WITHOUT MAY NOT BE PLACED AT THE DIRECTION OF THE PROJECT
<br /> 13 SHOP DRAWINGS (NONE) APPROV�L OF THE ENGINEER. ENGINEER, OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC.,NOT S�-{011�. N N � �
<br /> 2.0 SITE WORK 3.3 MATERIAL - CEl"ANT, WATER 4 AGGRGA I ES PER ACI 301 K FIBREMESH: PROVIDE FIBRMESH STRANDS WITHIN CONCRETE PER TABLE 23.04.10.1 FASTENING SCHEDULE 6
<br /> >-THE MANUFACTURERS SPECIFICATION (1.5 /CU. YARD TYPICALLY) DESCRIPTION OF BLDG ELEMENTS NUMBER 4 TYPE OF FASTENER SPACING 4 LOCATION 0
<br /> 2.1 SOIL DATA ASSUMED. A. CEMENT NUS r CONFORM TO ASTM C©150, TYPE 1 OR TYPE II. WHERE REQUIRED BY THE OWNER IN LiEU OF UTILIZING WELDED - : C (13
<br /> ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. WIRE FABRIC WITHIN SLABS ON GRADE. ROOF +� ,
<br /> FOUNDATIONS WERE DESIGNED IN ACCORDANCE WITH DESIGN CRITERIA 1. ELM BETWEEN CEILING JOISTS, f�l
<br /> OVIDED BY THE IBC. ALLOWABLE SOIL BEARING IS 1,500 PSPo A B. WATER TO BE CLEAN AND POTABLE. 3.1 EPDXY ANCHOR BOLTS TERS OR TRESSES TO TOP (3)�Sd COMMON l2©i/2°x®.131°) EACH END, TOENAIL ,
<br /> cR, FRICTION COEFFICIENT OF 0.35 SHALL BE USED. 300 PCF SHALL BE P OR OTHER FRAMING BELOW
<br /> 6 USED PASSIVE EARTH PRESSURE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33. TYPICAL EPDXY ANCHORS AND REBAR DOWELS WHICH ARE INSTALLED (2) 8GI COMMON (2-1/2°x0.131°) H "ji w
<br /> �, BLI�G BTWN RAFTERS OR TRUSS ° EACH END, TOENAIL No
<br /> IN CONCRETE SHALL BE SET-XP AS MANUFACTURED BY SIMPSON (2) 3 x0.131 NAILSCe)
<br /> 22 EXCAVATION - (PER CONTRACTOR) STRC)NG�TIE AND SHALL BE INSTAI LED IN CONFORMANCE WITH THE NOT AT THE WALL TOP it TO -- - - - P� Q o
<br /> R, 3.4 MATERIALS ° ° �'
<br /> n RAFTER OR TRUSS (2) 16d COMMON (3-1/2 x0.162 ) rY
<br /> o MANUFACTURERS GUIDELINES AND PER MCC-ES E5R-2505 OREND NAIL '
<br /> �' EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOi1J�l ON DRAWINGS OR TO A. WATER REDI LING ADMIXTURES: CONCRETE USING POZZOLITH APPROVED EQUAL. WHEN BASE MATERIAL TEMPERATU��i: LESS THAN (3) 3°x®.131° NAILS p� 8 c ,
<br /> FIRM UNDISTURBED MATERIAL. AREAS OVER-EXCAVATED SHALL BE X b TO = O OWA CONCRETE 50 DEGREES USE IcdILTI HIT©R-500 SD AS MAN ACTURED BY HMLTI FLAT Bl 1�G T® TOSS AND WEB lbd OoOMMON (3=I/2°x0o162°) z < ';
<br /> BACKPILLED WITH LEAN CONCRETE lf'e m 2000 PSU, OR BE ADMI TUB DIMCE PL BLE ON BETE MAY BE USED ° FACE NAIL
<br /> ® WITH THE ENGINEER S APPROVAL AND MUST CONFORM TO AND SHALL BE INSTALLED IN CONFORMANCE WiTH THE MANUFACTURERS FILLER (3) 3 x®.131 NAILS
<br /> .E STRUCTURALLY FILLED PER SECTION 22 AND SHALL BE AT THE A5TMeC494 �O OLITH POLYHEED, POZZOLITH 100XR, GUIDELINES AND PER ICC-ES ESR-2322. , ,
<br /> o CONTRACTOR'S EXPENSE. 2. CEILING JOISTS TO TOP lE (3) COMMON l2 al/2'x0,131°) -OR- EACH JOIST, TOENAIL : Y
<br /> POZZUTECH 0.. POZZOLITH SHALL BE INCORPORATED INTO ALL 4.0 METALS (NOT USED) (3) 3 x0,I3I NAILS , E�
<br /> 23ci BACKFILL AND COMPACTION a (PER CONTRACTOR) CONCRETE I'4 EXACT ACCORDANCE WITH THE MANUFACTURER'S
<br /> INSTRUCTION). ADMIXTURES AND DOSAGES WILL VARY DEPENDING 5.0 STRUCTURAL STEEL (NOT USED) "e
<br /> 3. CEILING JOIST NOT ATTACHED TO > 41
<br /> �' PARALLEL RAFTER, LAPS OVER (3) 16d COMMON (3a1/2°x0.162°) ©ORo '"` z
<br /> 2 BACKFILL SHALL NOT BE PLACED UNTIL AFTER NE REMOVAL OF ALL ON CLIMATIC' CONDITIONS AND THE CONTRACTOR'S JOBSITE 6.0 LIGHT GAUGE STEEL - (NOT USED) PARTITIONS (NO THRUST) (4) 3'x0.131' NAILS FACE NAiL ;_'., a 41
<br /> ® RQUIREMD TS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT {` '`=,_
<br /> FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ° (SEE SEC 2308.1,3.1 TABLE 2305,1.3.1) A n
<br /> LEIROT OR CORROSION AND PLACEMENT OF POST TENSIONED SLAB. USE EXCEEDS I WITH A MINIMUM 10 OUNCES POLYI=IEED PER 100 �� CARPENTRY �j
<br /> ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OUNCES OF �EMEIT. USE IN ACCORDANCE WITH MANUFACTURER'S
<br /> 4, CEILING JOIST ATTACHED TO) h*�=-_-.-u-.��=�`; � � �
<br /> Z RCOMMENL ATIONS. 1.1 ROUGH CARPENTRY o
<br /> OR FOOTINGS OR ADJACENT TO WALLS, MATERIAL SHOULD BE PARALLEL RAFTER (HEEL
<br /> GRANULAR IN NATURE, PLACED IN 6-INCH LIFrs AND COMPACTED TO AT JOINT) (SEE SEC 2308.13.1, PER TABLE 2305013.1 FACE NAIL
<br /> LEAST 95�® OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO B. AIR ENTRAINMENT: CONFORM TO ASTMaC:260 AND ASTM© C494, ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR n FOR STUDS AND TABLE 230813.1) ,�
<br /> COMPACTION TEST,
<br /> PROCEDURE
<br /> T©1�. THE FILL SHOULD BE LIMITED TO M YR OR M SRO-AIR BY MASiER BUILDER NO AIR ENTRAINMENT BY IN COLUMNSHEM-FIR FOR PLATES OR AS SHOT ION THE DRAWINGS OR BELOW.
<br /> WTHOUT PRIOR WRITTEN PERMISSIONPERMISSION ENGINEER OF ALL 21 LUMBER SHALL BE KILN DRIED (KC)) OR SUWACE DRIED (SD) 6. RAFTER OR ROOF TRUSS TO
<br /> m CLEAN, GRANULAR MATERIAL. (3)©10d COMMON (3'x0.148') cE eE
<br /> 0 RECORD. E TRAiN 5%® +/- 1% AIR BY VOLUME IN ALL EXPOSED EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST TOP lE (SEE SEC 2305.15, ° ° TOENAIL
<br /> GI CONCRETE. (4) 3 x0.131 NAILS
<br /> Z 2.4 DRAINAGE - NO WOW LUMBER INSPECTION BUREAU (WCLII) OR WESTERN WOOD PRODUCTS TABLE 2305.1�)
<br /> n ASSOCIATION (WWPA) SHOWING GRADE MARK OR APPROVED EQUAL. - -
<br /> (2)aibd COMMON (3©1/2 x0,I62 ) N
<br /> C. OTHER ADM XTURE: NO OTHER ADMIXTURES PERMITTimD UNLESS OTHER MATERIALS SHALL BE AS SHOWN BELOW: 1. ROOF HERS TO RiDGE VA!LEY ° ° ° ENNDNAIL r d v
<br /> ►o (3) 3 x0.131 NAILS g v v Q a o
<br /> o PRIOR APPROVAL IS GIVEN BY THE ENGINEER MEMBER SPECIES Fb (PSI) Fv (PSI) OR HIP RAFIERS± OR ROOF RAFTER - - - - _ - - -
<br /> 2x 4 3x STUDS *22-HEM FIR 850 150 TO 2° RIDGE BEAM (3)-10d COMMON (3©1/250,145') TOENAIL
<br /> o 2x JOISTS 1 HEM FIR 850 150 (4) 3°x0.131' NAILS C
<br /> N 4x HEADERS *2 DOUGLAS FIR 900 1;0 (3) 16d COMMON (3=1/2'x0.162') OR k CM
<br /> 29. JOIST TO BAND JOIST OR RIM JOIST END NAIL
<br /> u) 4x COLUMNS "2 DOUGLAS FIR 900 1 re (4) 3°x0.I31' NAILS -
<br /> a
<br /> 0 bx HEADERS I DOUGLAS FIR 1350 110 30.BRIPGiNG OR BLKG TO JOIST, (2) Sd COMMON (2©i/2°x0.131°) -OR-
<br /> bx COLUMNS DOUGLAS FIR 1200 110 RAFTER OR TRUSS (2) 3'' .131' NAILS EACH END, TOENAIL
<br /> 6 ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN CONTACT WITH -
<br /> z CONCRETE SHALL BE PRESSURE TREATED (SEE SECTION -.1).
<br />
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