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<br /> STRUCTURALNOTES
<br /> CRITERIA
<br /> ALL MATERIALS,WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC)2012 EDITION AND VERIfY WITH ALL UNLESS NOTED OTHERWISE,USE THE FOLLOWING OR BETTER
<br /> LOCALCODES.
<br /> SPECIESGRADE BASE VALUE Fb ALLOWED HEIGHT �
<br /> DESIGNLOADCRITERIA VISUALLYGRADEDDIMENSIONLUMBER — .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— .— . — .— .— .— .— .— .— .— .— .— .— .— . — .— .� ' � 118.50'
<br /> LOADS ARE ASSUMED. VERIFY WITH LOCAL JURISDICTION. (2"TO 4°THICK BY 2"&WIDER) 1' BELOW MAX HEIGHT �
<br /> TOP OF ROOF
<br /> LIVE LOADS STUDS-TYPICAL HEM FIR STANDARD 550 PS1 -.�-.�-- —- — — � — � � � � — — — —� — 117.50'
<br /> ROOF:25 PSF STUDS-WHERE NOTED HEM FIR #2 850 PSI 117.16'
<br /> FLOOR:40 PSF JOISTS&RAFTERS-TYPICAL HEM FIR #2 850 PSI N
<br /> DEAD LOADS: PLATES&LEDGERS HEM FIR #2 850 PSI RIDGE VENTING PER ROOF D A V I D
<br /> ROOF:10 PSF BEAMS&HEADERS-TYPICAL HEM FIR #2 854 PSI � �, �2 VENTING PLAN 04 V A N D E R V O R T
<br /> FLOOR 10 PSF POSTS HEM FIR #2 850 PSI R2: � 6
<br /> '1? ARCH I TECTS
<br /> 'v
<br /> SAFETY STANDARDS A 1 A
<br /> THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED,BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED FIRST FLOOR TOP PLATE R3:
<br /> REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS,TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S WITH STANDARD CUT WASHERS, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON 111.67' �
<br /> MEANS ANO METHODS. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS NAILS,UNLESS INDICATED OTHERWISE, �-,
<br /> PROJECT �, _
<br /> ALL FASTENERS,CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL,ZAMX(G185 ND6 PER ASTM � � � HARDIE SOFFIT,TYP 2 0 0 0
<br /> CAST•IN•PLACE CONCRETE A653},HOT-DIP GALVANIZED(HDG)PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS,QR MECHANICALLY GALVANIZED FASTENERS PER W5; �? F A I R V I E W
<br /> F'c=2500 PSI FOR ALL CAST-IN-PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENGE ANDIOR TRIAL MIXTURES AS ASTM B695,CLASS 55 OR GREATER.
<br /> DESCRIBED IN CODE. MIXWG AND PLACING OF ALL CONGRETE AND SELECTION OF MATERIALS SHALL BE IN ACC4RDANCE WITH ACI CODE 318. � � A V E N U E E A S T
<br /> PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIXWITH 4"MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION PROVIDE MIN.NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS,TIES AND CONNECTORS ARE SIMPSON. OTHER FAMILY ROOM
<br /> OR EXCESS FREE SURFACE WATER. PROVIDE 5%+1-112°la TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. MANUFACTURERS WITH ICC-ES APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS W�� CONCRETE PATIO S U I T E 1 0 3
<br /> LIMIT WATER-CEMENT RATIO TO.45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS AS SPECIFIED BY MANUFACTURER, CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL,EXCEPT THAT 1-INCH DIAMETER S E A T T L E
<br /> OF 2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT NOLES MAY BE DRILLED IN 2X STUDS AND PLATES--NO MORE THAN ONE HOLE EVERY 6-INCHES. EXISTING GRADE
<br /> INCREASING WATER-CEMENT RATIO OF DESIGN MIX SUBMITTAL, PROVIDE 3(4"GHAMFER AT ALL EXPOSED CONCRETE EDGES UNLESS INDICATED F2' �� W A S H I N G T O N
<br /> OTHERWISE ON ARCHITECTURAL DRAWINGS. PLYWOOD SHEATHING FIRST FLOOR _ _ _ _ _ _ _ � _ T � ` _ � _ _ _ _ _ AVERAGE BASE ELEV.
<br /> PLYWOOD SHEATHING SHALL BE GRADE C-D,EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR GLUE W CONFORMANCE WITH APA PDS-04. PROTECT 103.67' - - ' — - - - ' — 103.50'_, 9 8 1 0 2
<br /> REINFORCING STEEL SHEATHWG FROM WATER DAMAGE WHILE STORED AT SITE. TYPICAL PLYWOOD SHEATHING SHAII BE AS FOLLOWS: , 2 0 6 � 7 8 4 � 1 6 1 4
<br /> USE DEFORMED CONCRETE REINFORCING STEEL CONFORMWG WITH ASTM A 615,GRADE 60(fy=60,000 PSI}. LAP CONTINUOUS REINFORCING BARS 2'•0° I FQOTING DRAIN,TYP F A X 7 8 4 � 5 4 0 1
<br /> MIN.UNLESS NOTED OTHERWISE PROVIDE CORNER BARS(2'-0"MIN.BEND}FOR ALL HORIZONTAL REINF4RCEMENT. DETAIL STEEL IN ACCORDANCE ROOF SHEATHING SHALL BE 518 WITN SPAN RATING 2410.
<br /> WITH"ACI MANUAL OF STANDARD PRACTICE OF DETAILWG REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC(WWF)TO CONFORM WITH FLOOR SHEATHING SHALL BE 314"WITH SPAN RATING 32116.
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<br /> ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE AGI SEISMIC HOOKS. WALL SHEATHING SHALL BE 112 WITH SPAN RATING 24(0. �*_ . , _ , . , _ , � . . _ _. „ .,._ % __: r. �
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<br /> CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.. .. .. .. .. .. .. .. ..... .. .. .. .......3 S UDS S LL BE 2 4 6 0 C T PICAL TWO STUDS M N SHALL BE PROVIDED AT HE END OF LL WALLS E S DE OF OPENINGS. SOLID � �t . '� �
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<br /> FORMED SURFACES BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW, PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT � � A V E N U E
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<br /> EXPOSED TO EARTH OR WEATHER.. .. .........#6 AND LARGER.. .. .. .,.. . .. .....,....2 OF ALL STUD WALLS OVER$ 0 IN HEIGHT. STUD WALLS SNALL HAVE THEIR LOWER PLATES ATTACHED TO FRAMING BELOW WITH 16d NAILS 12 OC. .� � � ; � :� � � �� _� ��v � � � : _ � � �� � . � ,;,
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<br /> 5 AND SMALLER.. .. ..... .. .. .. ...1-112 STAGGERED OR BOLTED TO CONCRETE WITH 5l8 DIA,ANCHOR BOLTS 6•0 O.C,UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP ��� �:��� � � � � �. � �� ��� � � �� r � .��� � ��� . ��� �� ��, . �� ��� �� � . � �.�
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<br /> NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND POSTS SHALL BE AILED TO EACH OTHER WITH 6d 2 O,C.STAGGERED. NAILING SHALL BE AS FOLLOWS. � �, � � � � ,� � � s.,n.
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<br /> STRUCTURAL STEEL INTERMEDIATE NAILING 8d @ 12"O.C.
<br /> ALL WORK IN ACCORDANCE WITH"AISC SPEGFICATION FOR STRUCTURAL STEEL BUILDINGS(AISC 360-10),AND THE`CODE OF STANDARD PRACTICE FOR WALL CONNECTION @ BOT.OF WALL TO BLOCKING 16d @ 6"O.C. E V E R E T T
<br /> STEEL BUILDIN�S AND BRIDGES"AUGUST 25,2010. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WALL CONNECTION @ TOP OF WALL TO BLOCKING A35 @ 16"o.�. B U I L D I N G S E CT I O N #1 W A S H I N G T O N
<br /> SHAPES&PLATES ASTM A 36 (Fy=36,000 PSI) 9 8 2 0 1
<br /> ANCHOR BOLTS ASTM F 1554,GRADE 36 (Fy=36,000 PSI) SPECIAL CONDITIONS SCALE: 1/4" = 1'-0"
<br /> BASE PLATE GROUT ASTM C 1107 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS
<br /> CURING CONSTRUCTION.
<br /> DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE.ALL STEEL NEEDS TO BE COATED FOR
<br /> APPROPRIATE EXPOSURE.
<br /> FRAMING LUMBER 6085
<br /> GRADES&STRESSES SHALL CONFORM WITH LATEST EDITION OF"WESTERN LUMBER GRADING RULES",WWPA OR"STANDARD N0.17 GRADING RULES R��.b���E�
<br /> FOR WEST COAST LUMBER",WCLIB. ALL LUMBER S4S AND S-DRY UNIESS NOTED OTHERWISE. ����T
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<br /> � F�
<br /> DAVID VANDERV�RT
<br /> STATE C9F VVl�A�titNCTON
<br /> RIDGE VENTING PER ROOF VENTING PLAN 04 RIDGE VENTING PER ROOF VENTING
<br /> P�AN 04
<br /> ALLOWED HEIGHT � R�; ALLOWED HEIGHT �
<br /> — .— .— ,— .— .— .— .— .— .— .— .— ._ .— ,— ._ .— ,_ .— ._ ._ . _ ._ .— .— .— .— . .— ._ .— .— .— .— .— .— .— . — .— .— ._ ._ —' �� 118.50' — .— .— .— .— ._ ._ .— ._ ._ .— . _ . — . _ . _ . _ ._ .— ._ ._ .— .— .— .— .— .— .— . _ . — ._ .— .— . — — ._ .— .— . — . ,-- �'` � 118.50'
<br /> 1'BELOW MAX HEIGHT 1'BELOW MAX HEIGHT �,
<br /> TOPOFROOF — — — — — — �— �— �— — �— �— — �— — — — �— �— — �— — �— — �— �— � — �— — — — �— — �— �— �— — � — — — �— — �— — 117.50' TOPOFROOF — — — —� —� — _ — — — — — 117.50'
<br /> 117.16' 117.16'
<br /> 0
<br /> � R�: � T REVISION DATE
<br /> � 12 � �
<br /> � � 6 � � DATE 3/23/2017
<br /> � � �
<br /> 'v
<br /> � FIRST FLOOR TOP PLATE � FIRST FLOOR TOP PLATE
<br /> soss REGISTERED
<br /> � 111.67' � 111.67' � RCHITECT
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<br /> � HARDIE SOFFIT,TYP DT TID�VAW D HR G�TON
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<br /> � ALLEY � � WET BAR
<br /> GARAGE F�: W3: GARAGE W2:
<br /> DRAWN BY: BO
<br /> EXISTING GRADE �2, EXISTING GRADE CHECKED BY: MW
<br /> N SLOPE 2" JOB NO: 1631
<br /> � FIRST FLOOR � \ _ _ _ � _ _ _. _ _ FIRST FLOOR
<br /> — . AVERAGEBASEELEV. — _ ._ .—�.— .— _ . _ —. ...T ,_. . � .— . �. — . —�.— .— — .— .— .— .— .— — — — — — — — — — — AVERAGEBASEELEV. �
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<br /> FOOTING DRAIN, TYP I -t— FOOTING DRAIN,TYP
<br /> BUILDING SECTIONS&
<br /> ASSEMBLI ES
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<br /> BUILDIN� SECTION #3 BUILDING SECTION #2
<br /> SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
<br /> W1 TYP. EXTERIOR WALL a� CONDITIONED SPACE W3 TYP. INTERIOR WALL @ GARAGE W5 1 HR. FIRE RATED EXTERIOR WALL R1: TRUSS ROOF ASSEMBLY R3 1 HR. FIRE RATED ROOF OVERHANG F1: TYP. UNCONDITIONED SLAB ASSEMBLY:
<br /> -CLADDING PER ELEVATIONS -PVA PRIMERAND PAINT GA FILE N0. WP 8105 GA FILE N0. RC 2601 - a"THICK CONCRETE SLAB REINFORCED&JOINTED
<br /> -RAINSCREEN BATTENS @ 12"O.C. -112"GWB - GAF'DECK ARMOR'UNDERLAYMENT OR - COMPOSITION ROOFING - 4"GRAVEL LAYER �
<br /> -CLADDING PER ELEVATIONS
<br /> (ALIGN EVERY OTHER BATTEN OVER STUp) -2X6 STUDS @ 24"O.C. -RAINSCREEN BATTENS @ 12"O.C. EQUIVALENT � - GAF'DECK ARMOR'UNDERLAYMENT OR
<br /> -WRB -R-21 BATT INSULATION (ALIGN EVERY OTHER BATTEN OVER STUD) EQUIVALENT - UNEXCAVATED GRADE OR COMPACTED FILL �
<br /> - 112"CDX PLYWOOD -112"GWB _WRB - TRUSSES @ 24"O.C. - 5l8"CDX PLYWOOD SHEATHING
<br /> -2x6 STUDS @ 24"O.C. -PVA PRIMER AND PAINT -5I8" EXTERIOR TYPE'X'GWB - R-21 &R-30 BATT INSULATION(R-51 TOTAL) - SCISSOR TRUSSES @ 24"O.C.
<br /> -R-21 BATT INSULATION - 112"CDX PLYWOOD AT CONDITIONED SPACE ONLY - (2)LAYERS 5l8"TYPE'X'GWB
<br /> - 1l2"GWB -2x6 STUDS @ 24"Q.C. " 518 ��B - SOFFIT
<br /> -PVA PRIMER AND PAINT -R-21 BATT INSULATION(AT CONdITIONEQ SPACEj - PVA PRIMER&PAINT - PVA PRIMER&PAINT
<br /> -518"TYPE'X'GWB
<br /> W2 TYP. EXTERIOR WALL @ UNCONDITIONED SPACE W4 TYP. INTERIOR WALL -PVA PRIMERAND PAINT R2: SCISSOR TRUSS ROOF ASSEMBLY Q F2: CONDITIONED SLAB ON GRADE ASSEMBLY:
<br /> -CLADDING PER ELEVATIONS -PVA PRIMER AND PAINT - 4"THICK CONCRETE SLAB REINFORCED& PERMIT / PRICING
<br /> -RAINSCREEN BATTENS @ 12"O.C. -1J2"GWB - GAF'DECK ARMOR'UNdERLAYMENT OR JOINTED PER STRUCTURAL
<br /> (ALIGN EVERY OTHER BATTEN OVER STUD) -2X4 STUDS @ 24"O.C. � EQUIVALENT � - R-10 XPS RIGID CONTINUOUS(ENTIRE SLAB)
<br /> -WRB -112"GWB - - 10 MIL.POLYETHELYNE VAPOR RETARDER
<br /> -112"CDX PLYWOOD -PVA PRIMER AND PAINT - SCISSOR TRUSSES @ 24"O.C. - "
<br /> -2x6 STUDS @ 24"O.C. - R-21 &R-30 BATT INSULATION(R-51 TOTAL) - UNEXCAVATED GRADE OR COMPACTED FILL �
<br /> - 1/2"GWB - 5/8"GWB
<br /> -PVA PRIMER AND PAINT - PVA PRIMER&PAINT
<br />
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