HomeMy WebLinkAboutB13-0033 B13-0034 CR2 PLANS APPROVED GENERAL NOTES� DOBYNS DUPLEX JOB#0201-13 1p. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SNALL BE USED TO JOIN
RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR GENERAL REQUIREMENTS: '
DESIGN CRITERIA: EQUIVALENT. CONNETORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN �
CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO
ROOF LIVE LOAD (SNOW LOAD): 100 PSF CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF CONNECTION SCHEDULE �
AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OF CONNECTOR �,0 .••T.Sb�3'r1i '
ROOF DEAD LOAD: 15 PSF MANUFACTURERS'RECOMMENDATIONS OR IN ACCORDANCE TO IBC SECTION DISCREPANCIES IN DIMENSIONS ARE DISC�VERED. AO SIMPSON H5 OR SDWC15600 �'P � ��? �
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FLOOR LIVE LOAD� 40 PSF 2304.9.5.1. ���PO ��? ;� " '-
FLOOR DEAD LOAD: 15 PSF 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. OB SIMPSON HU3514 W'"'?�. '.'-�:� e� �
DECK LIVE LOAD: 100 PSF THESE DRAWWGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED `�=� �' ��, �='� '-
DECK DEAD LOAD (DRIP THROUGH WOOD): 10 PSF �� WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND OC SIMPSON HUC610 �d.yy. � �t� p
BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH AND DRIVE PINNED WITH d '"�3r » .•``�
DECK DEAD LOAD (STONE OVER MORTAR): 55 PSF TWO ROWS POWDER ACTUATED SIMPSON PDPW-200 OR EQUIVALENT. TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE OD SIMPSON LSSU135 o�oa••,,;;,•�Q 0
BASIC WIND SPEED {3 SEC GUST): 90 MPH SHORING AND BRACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO
WIND EXPOSURE: B ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF OE SIMPSON ITS2.37/1 1.HH �: _�
12. MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN
SEISMIC DESIGN CATEGORY: C THE SIZES AND SPACINGS INDICATED ON PLAN. IF JOISTS FROM A CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH FO SIMPSON HU4H ��
IBC/IRC EDITION: 2012 MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED, CONTACT THE ENGINEER FOFi SHORING DESIGN AND RECOMMENDATIONS(NOT IN �
FOUNDATION DESIGN: ENGINEER TO REVIEW SPANS; LOADING AND CONNECTIONS. FOLLOW THE CONTFiACT). � SIMPSON MIU2.37/11
MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND H J L 4x4x1/4x0'-5 1/2 W/ 4 -3/4" T.B.'s SEE 7/S8 d�'� N O ti
3. THE CONTRACTOR IS RESPONS�BLE FOR THE MEANS, METHODS SEQUENCES 0 � �
1. THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS WEB STIFFENERS. d- CU � ('7
AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY
SET FORTH IN GEOTECHNICAL REPORT #12059 BY LKP ENGINEERING, INC. � S I MP S O N MI T411.88 N � i` M
STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION 00
CONSTRUCTION OF THIS FOUNDATION SHALL FOLLOW THE REQUIREMENTS 13. EXTERIOR WALLS SHALL BE 2x6 STUDS @ 16"ON CENTER OR AS DESCRIBED x C3� d�
FROM THIS REPORT. BELOW, UNLESS NOTED OTHERWISE ON PLAN: DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OM�SSIONS JD SIMPSON LU210
ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS � O d�'� d�"�
WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16" OK SIMPSON MIT11.88 DRIVEWAY SURFACE m U
THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGWEER. JOBSITE O O
2. DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING WALL HEIGHTS FROM 12'-6 THROUGH 14'-6: 2x6 STUDS @ 12" SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. LO SIMPSON HB5.5/11.25 BY OTHERS O .
PRESSURE OF 3000 PSF. WALL HEIGHTS FROM 14'-6 THROUGH 17'-4: (2)-2x6 STUDS @ 16" Z � �
WALL HEIGHTS GREATER THAN 17'-4: CONTACT ENGWEER MD SIMPSON ABU66 � O = x
4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR
3. RETAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 55 CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION � > �- Q
PCF FOR THE"AT REST°EARTH PRESSURE CONDITION AND 35 PCF FOR THE INTERSECTIONS WITH OTHER PARTITIONS. IF OVERLAP IS NOT POSSIBLE, STRAP ND SIMPSON HU1414TF ,-� �� ,� Q �
DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION THE �� � � '����J�����,��-�
"ACTIVE"EARTH PRESSURE CONDITION. TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292}AT THE OUTSIDE CORNER. CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO OO SIMPSON LB212
GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF PER PLAN
4. FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL RAFTERS, LOOKOUTS OR GABLE END TRUSS. SCHEDULE THIS VISIT. PO SIMPSON HUC410 TOW ` a
OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL WALLS SHALL BE SHEATHED WITH 7/16"THICK APA RATED PLYWOOD OR OSB 5. SUBMIT SHOP DRAWINGS TO ENGWEER FOR STRUCTURAL STEEL FOR REVIEW _ � (2)-#5's CONT.
ENGINEER. SHEATHING RATED 24/16, EXPOSURE 1. BLOCK ALL HORIZONTAL JOINTS: 8d PRIOR TO FABRICATION OR CONSTRUCTION. THE ARCHITECT AND/OR TOP &BOT.
NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS. CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUANTIT�ES. a N
5. BACKFILL AROUND RETAINING WALLS AND STRUCTURAL BUTTRESSES SHALL PROVIDE (3}-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH PER PLAN �
BE COMPACTION TESTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE TO DECKING
ENGINEER. OTHERWISE. STRUCTURAL DRAWINGS.
2x BLKG. a ° �
NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET �
6. PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. #5's @ 12"EA. WAY ° �
ENGINEER RECOMMENDATIONS. ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW. RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND BM. PER PLAN DECK�NG PER ARCH. �
�
COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO a � -
REINFORCED CONCRETE: 14. INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16"ON CENTER PROVIDE THE BEST POSSIBLE STRUCTURE. CONC. SLAB PER PLAN � DECK JOISTS PER PLAN - � � ""'� � �1� (}
WITH 1/2"GYPSUM WALL BOARD BOTH SIDES. CAP WITH A DOUBLE TOP PLATE �5"` 5"
1. CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS. o �� Z
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318). IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES PER PLAN - � _
(SIMPSON ST292)AT THE OUTSIDE CORNER. ABBREVIATIONS UST TO SLAB - ° ° ° vvvv� I � I
� ° °a ° �
2. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE PROVIDE (2)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH e
STRENGTH OF 3000 PSI. ONE 2x4 OR 2x6 TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS A.B. ANCHOR BOLT � �� �° I ( - - W
NOTED OTHERWISE. ABV. ABOVE � �-� � �
� o W
3. CONCRETE SHALL BE PROPORTIONED USING TYPE I-II SULFATE RESISTANT NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE ADJ. ADJACENT z
CEMENT. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS. TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. ALT. ALTERNATE I I a 3'-0
ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW. ARCH. ARCHITECT REF. 2/S1 I ( - o #5 DWLS.x a� -
4. FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE"ACI MANUAL BLKG. BLOCKING a 12" `'' U
O F C O N C R E T E P R A C T I C E." 15. AT BEAM BEARIN G L O CATI ON S IN STUD WALL S, PR OVIDE MULTIPLE-STUD B M. B E A M 10"�CONC. PIER a ° (A L T. L E G S) Z
POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE. BM. PKT. BEAM POCKET
5. EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS BRG. BEARING � I I � ° _ W
FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS 15. FLOOR SHEATHING: PROVIDE 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN CANT. CANTILEVER = p a
UNLESS NOTED OTHERWISE. RATING 24"O.C. FOR ALL FLOOR CONSTRUCTION. GLUE AND NAIL PANELS TO CLR. CLEAR � I ( d. a
ALL SUPPORTS: 8d NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT COL. COLUMN (2)-#5 DWLS x � a a�
6. CONCRETE FLOOR SLABS ON GRADE SNALL HAVE SAWN OR TOOLED INTERMEDIATE SUPPORTS. INSTALL SHEATHING WITH LONG DIMENSION CONC. CONCRETE g I
CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET W EACH DIRECTION. IF PERPENDICULAR TO JOISTS AND STAGGER JOINTS. CONT. CONTINUOUS _ a
POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES. C.P. CRIPPLE POST SEE SCHED.
17. ROOF SHEATHING: PROVIDE 5/8"THICK APA PLYWOOD SHEATHING RATED DWL DOWEL FOR REINF.
7. CONCRETE COVERAGE FOR REINFORCING STEEL (ACI 318-95): 40/20 EXPOSURE 1. INSTALL SHEATHING WITH LONG DIMENSION EA. EACH _ � � a
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS. EQ EQUAL ° #5 DWLS.x �
CONCRETE EXPOSED TO EARTH OR WEATHER: NAILING: 8d NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE EXP. EXPANSION • _ � -
#6 BAR THROUGH #18 BAR: 2" SUPPORTS. F.D. FLOOR DRAIN
a�- 12" 1'-6
#5 BAR, W31 OFi D31 WIRE, AND SMALLER: 1 1/2" FTG. FOOTING (ALT. LEGS)
PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL FiAFTERS,TRUSSES
CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND� AND LOOKOUTS. G � GLUED LAMINATED EQ. EQ. � �
a. SLABS, WALLS AND JOISTS (#11 BAR AND SMALLER): PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBERS AT HDR. HEADER � a
#14 AND NO 18 BARS: 1 1/2" BEARING TO PREVENT ROLLING. HORIZ. HORIZONTAL SCHED. WIDTH `''
#11 BAR AND SMALLER: 3/4" INFO. INFORMATION (4)-#5's LONGIT.TOP&BOT a
b. BEAMS AND COLUMNS: 18. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM �N� INVERTED 5 SCALE: 3/4" = 1'-0 a a � I�
U �
PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" PROPERTIES: JSTS. JOISTS S� #5's x 4'-4 a 12°TRANSV. ° �v W
FLEXURAL BENDING STRESS: 2800 PSI K.S. KING STUD @ 12"TOP&BOT - �
REINFORCING STEEL� MODULUS OF ELASTICITY: 2,000,000 PSI LLV LONG LEG VERTICAL PER PLAN a �a
TENSION PARALLEL TO GRAIN: 1850 PSI LONGIT. LONGITUDINAL
1. EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SHALL BE GRADE 60 COMPRESSION PARALLEL TO GRAIN: 2310 PSI ��T LIGHTWEIGHT BLOCK OUT FOR TOF ° Q a ° � N
r
EXCEPT TIES, FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE COMPRESSION PARALLEL TO GRAIN: 750 PSI LVL LAMINATED VENEER LUMBER COL. PLACEMENT o � � g a a a: . � _I
40. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC. PERPENDICULAR TO GLUE LINE MANF. MANUFACTURER TS COL. PER PLAN - � ° � �
HORIZONTAL SHEAR: 285 PSI �C ON CENTER 1❑BASE�?: e
a m
2. FOR BARS#8 AND SMALLER, LAP BARS 36 DIAMETERS AT SPLICES IN FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, REF. PLATE 1/2"EXPANSION MATERIAL BASE R3/4"x10"x0'-10 a � Z O
CONCRETE. DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. REFERENCE � � �� �� 2'-0" 10° 2'-0" Q - U
APPROVED BY ENGINEER. REWF. REINFORCING W/ 4 -1/2 6 x 10 � �
SCHED. 5"CONC SLAB PER PLAN EXP. ANCH.'s OR SIMPSON 4'-10" � _
SCHEDULE TITEN HD ON 1"MIN. SHIM �
3. HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS STRUCTURAL STEEL• TTL. TR MMER RIGID INSUL. PER ARCH. &NON-SHRINK GROUT 3 SCALE: 3/4" = 1'-0 r n � � '�
AT CORNERS. PROVIDE (2}-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND g� �r � O O �
EDGE OF ALL OPENINGS OR STEPS. 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN T g THROUGH BOLT \
ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISGLRFD, T&G TONGUE&GROOVE PER PLAN 5"CONC. SLAB � O '� /
4. EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS. AISC 335 OR AISC-HSS. SPECIFICATIONS AND CODE OF STANDARD PRACTICE. T� TOP OF _ TO SLAB - ° ° PER PLAN 3"OF STONE&MORTAR M
COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER. TOF TOP OF FOOTING "' � � � ° ° m � BED PER ARCH. �' W �
2. STRUCTURAL STEE�ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES T�W TOP OF WALL = SLOPING M Q O
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPEC. A-185. LAP WELDED SHALL BE ASTM A500 GRADE B PIPES SHA�L BE ASTM A53 GRADE B OR ASTM TRANSV. TRANSVERSE � � TO SLAB a _ ° ° a - W �
WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS. A501. TRTD. TREATED _ _ - = _ - "' � . ° �
TS TUBE STEEL ° � ° � �� • • • - - - - ° _ - = O
- - _ � a. � i i Q
STRUCTURAL WOOD FRAMING: 3. ALL BOLTS USED IN STEEL FRAMWG SHALL CONFORM TO ASTM TYP. TYPICAL = i i ii-�i ° (�
SPECIFICATION A325. ANCHOR BOLTS AND BOLTS (WCLUDING LAGS) USED IN VERT. VERTICAL - _ � o Q
1. EXCEPT WHERE NOTED OTHERWISE, ALL 2"NOMINAL LUMBER EXCEPT STUDS VIF VERIFY IN FIELD i i � w
TIMBER CONNECTIONS MAY BE ASTM A307. W P SEE SCHED. EQ. EQ. c� = 8"THICKENED SLAB
SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND WATERPROOF FOR REINF. � v EDGE W/ 2 -#5's
BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS 4 TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDING W� WITH SCHED. WIDTN � CONT. HORIZ.,TYP. 8
NOTED OTHERWISE ON PLAN. INSPECTOR. �
2. STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH. 5. EXPANSION BOLTS SHALL BE WEDGE TYPE"SIMPSON STRONG-BOLT"OR STEEL COLUMN BEARING PLATE SCHEDULE:
APPROVED EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS �� _ �_ 4 SCALE: 3/4" = 1'-0 2 TYPICAL THICKENED EDGE DETAIL SCALE: 3/4" = 1'-0
3. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE NOTED OTHERWISE. PLACEMENT MAY REQUIRE SPECIAL INSPECTION IN SCALE: 3/4 - 1 0 S1 S1
FOUNDATION WITH NOT LESS THAN 1/2" DIAMETER STEEL BOLTS OR APPROVED ACCORDANCE TO SECTION 1704.3.3 OF THE 2012 IBC AND LOCAL BUILDING F�
ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 7"INTO CONCRETE OR OFFICIALS. TYPE THICKNESS PLAN VIEW ANCHORS
MASONRY, AND SPACED NOT MORE THAN 4 FT APART. THERE SHALL BE A
MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR 6. EPDXY ANCHORS SHALL BE"SIMPSON SET-XP"OR APPROVED EQUIVALENT.
ANCHOR STRAP LOCATED NOT MORE THAN 12"OR LESS THAN 4"FROM EACH MINIMUM EMBEDMENT SHALL BE IN ACCORDANCE TO MANUFACTURES FTG. NOT SHOWN (2)-#5's CONT. HORIZ.
END OF EACN PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE RECOMMENDATIONS UNLESS NOTED OTERWISE. PLACEMENT MAY REQUIRE �'�� PER PLAN TOP&BOT.
TIGHTENED ON EACH BOLT TO THE PLATE. SPECIAL INSPECTION IN ACCORDANCE TO SECTION 1704.3.3 OF THE 2012 IBC TOW
AND LOCAL BUILDWG OFFICIALS. �
4. BOTTOM PLATES OF INTERIOR BEARING WALLS SUPPORTED ON CONCRETE ❑ 3�4 0 (4)-1/2"6x10"
SHALL BE DRIVE-PINNED WITH POWDER ACTUATED SIMPSON PDPW-300 OR 7. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER. FIELD WELDS EXP. ANCHORS
�
EQUIVALENT. IF CONCRETE IS HEATED CONNECT BOTI-OM PLATE WITH LIQUID MAY REQUIRE SPECIAL WSPECTION IN ACCORDANCE TO IBC SECTION 1704.3 FULL
NAILS HEAVY DUTY LN-901 OR EQUIVALENT. AND LOCAL BUILDING OFFICIALS. 1;" 14" = FOR REMAINDER OF REINF. INFO.� (2)-#5's x HT.
�-�� REF. TO APPROPRIATE DETAIL 2�_� P R O J E C T : 0201-13
5. BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED g. DELAY PAINTING WITHIN 3"OF FIELD WELDS UNTIL WELDS ARE COMPLETED. �� (2)-#5�s coNT. NoRiz. D R A W N B Y : TFA
LUMBER OR A LUMBER OF NATURALLY DURABLE MATERIAL. 2,� TOP&BoT. REVIEWED BY : JPL
9. STEEL ANGLES TNAT ARE USED TO SUPPORT STONE VENEER AND ARE IN 2-� FULL PER PLAN
6. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE (2)-#5's x HT, TOW D A T E : PERMIT 03.14.13
WALLS SHALL BEAR ON A TREATED 2x BEARWG BLOCK. PROVIDE 1/2" ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL ���� 2'-0 2'-0 R E V I S I O N S :
CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2x TREATED BLOCKING ANCHORS. 1a" �z' 14'
EACH SIDE OF BEAM AT BEARING.
��,
10. STEEL BEAMS BEARING IN CONCRETE OR MASONRY BEAM POCKETS SHALL `v (2)-1/2"�6 x 6" PER PLAN EXTEND HORIZ. REINF.
7. BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN BEAR ON 1"MINIMUM OF SHIM AND ALL VOIDS SHALL BE FILLED WITH 2❑ 5/8" ��� EPDXY ANCHORS TOF 2'-0 PAST STEP TYP. z
SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE. SINGLE STUD NON-SHRINK GROUT. � ° I ° \ g
TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. °-
5 5' �
BACKFILLING PROCEDURES: 11'
8. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH `��v � 1 FOR REMAINDER OF REINF. INFO. �
STANDARD WASHERS AND NUTS. 1. VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGWEER. CONC.WALL \ \ �REF. TO APPROPRIATE DETAIL G EN ERAL
� �
9. REFER TO THE 2012 IRC TABLE R602.3(1) OR 2012 IBC TABLE 2304.9.1 FOR 2. CONCURRENT BACKFILLING OF EACH SIDE OF RETAINWG WALLS TO FINAL Q
MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTALLED. DO NOT 10� � PER PLAN N OTES C�t
UPON REQUEST. AS STATED IN SECTION 2304.9.5 OF THE 2012 BC SECTION BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING 14� 84� PROVIDE CONT. �G. �
CONC. WALL @ CASCADE OPTION TOF D ETA I LS
2304.9.5: FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED AND ELEMENTS ARE IN PLACE, OR ADEQUATE TEMPORARY SHORING IS INSTALLED. .-N
FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED &SLOPE FOUNDATION
GALVANIZED STEEL STAWLESS STEEL, SILICON BRONZE OR COPPER. GROUT: WALL z
FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA PWF. 0 5�g�� 'n ° � ��Q _ (2}-1/2"�x 6" g
1. GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARWG PLATES 24„ � ° EPDXY ANCHORS �
SHALL BE NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE _ �
STRENGTH OF 2500 PSL �N' ''�
.=�n
.,, ,,,
� TYPICAL FOOTING STEP SCALE: 1 2�� = 1�-0
2� 2,
s�
5"
I
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1
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��..��,00 > ����� r
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6�;. .-� : O
110'-0�� �:u,:_ ;�� ` a�� �
o� �� ��r.�
_ `d bd�•;;�� .�tc O
8'-0° 8'-0" 8'-`�z"' 6'-0" 13'-0" 5�_3z�� 18'-4" 2'-10�" 8'-11�' 7'-0" 10'-0" 10'-0" 4'-0" �j0�•....�-���O
3'-9" 3'�
.��__
3 TOW = 8378'-2 TOW = 8382'-9 1 2 4�
� Sg�Q.
TOF = 8373'-2 TOF = 8373'-2
— — — — — — — — — � �N O I`
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� ��, — — — — — — — — — � N � I� M
A � � x � d�- d�-
I 5 9 I T W - m � � d�
O 8383' 3/8 (�
I I S7 S7 I TOF = 8373'-2 O Z � �
INDICATES 12"x 12"
SQUARE CONC. PIER TOW = 8377-2
W/(4)-#5's VERT. & TOF = 8373'-2 I I I I n' � � Q
#3 TI E S @ 1 6 I I I I Q �
Q I I INTERRUPT FTG. FOR I Q
� °' 4 RADON MITIGATION PIPE �
� I S7 S7 �
I I �
I - - - 14'-2" - - - 1 6 3 0 I
C
ISOLATED SPREAD FC�OTING SCHEDULE __ — �. _— _ � o
LABEL DIMENSIONS REINFORCING �_��� �� ��_8�� I - - I .�.
A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA. WAY I I � I � �
B 3'-0 x 3'-0 x 1'-0 (4)-#5's x 2'-6 EA. WAY 5°CONCRETE SLAB ON 4°CLEAN 2 �° � _
GRAVEL BASE ON UNDISTURBED S7
� _ _ _ � I GRADE OR COMPACTED I � _ �I I�✓ �U�� V� � �
I _ � STRUCTURAL FILL PER SOILS �I��m i Z
ENGINEER. REINFORCE SLAB WITH „��y
I � JA I � - - #3 REBAR @ 16"O.C. OR — � I �
`-c:i I 6x6-W2.5xW2.5 WELDED WIRE
F O U N DAT I O N P LA N FABRIC THROUGHOUT PROVIDE 1" W
I TOW = 8377'-2 I DEEP SAWN OR TOOLED CONTROL I W
SCALE: 1/4° = 1'-� n � TOF = 8373'-2 � JOINTS AT 12'-0"MAXIMUM SPACING �� TOW = 8383'-9 3/8
PLAN NOTES:
�v I EACN WAY,TYP. TOF = 8373'-2 � z
1. CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE 11 I 3'-1" 1'-6" 16'-2" 1'-6" 7'-5" o �
2. CONCRETE WALLS ARE 8"THICK UNLESS NOTED OTHERWISE S7 _ _ _ _ _ _ _ _
3. CONCRETE FOOTINGS ARE 8"THICK AND 1'-4"WIDE UNLESS NOTED OTHERWISE � Z
4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING $�- � �
5"CONCRETE SLAB ON 4"CLEAN I I _ _ _ _ _ _ _ _ _ _ W
5. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED:� GRAVEL BASE ON UNDISTURBED TOW = 8372'-4
6. VERIFY ALL FLOOR DRAINS (F.D.) LOCATIONS W/ARCH. PRIOR TO CONSTRUCTION. GRADE OR COMPACTED STRUCTURAL TOF = 8366'-2 I I � �A _ I I
7.Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. FILL PER SOILS ENGINEER.
0 8. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1. REINFORCE SLAB WITH #3 REBAR @ q S7 TOW - 8385'-3 3/8
� 9. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS TOW&TOF ELEVATIONS PRIOR TO CONSTRUCTION. 12"O.C. PROVIDE 1"DEEP SAWN OR ° I 8374'-0 = TOL = 8383'-9 3/8
TOOLED CONTROL JOINTS AT 12'-0" STEP TO SLAB �' TOF = 8373'-2 � ;,,,,
co
MAXIMUM SPACING EACH WAY,TYP. � TOF INTERRUPT FTG. FOR �
12'-�" p„ 13�-14�� RADON MITIGATION PIPE S8 0
i - - - - - - — — , \ \ �-
— — — — �
\ I TOW = 8377'-2 I
� W � (� � TOW = 8369'-10 3/4 TOF = 8370'-2
INDICATES � m o — — —
THICKENEDEDGE � � g � - TOF = 8366'2 � - - - - - - - - - -1
OF CONC. SLAB � `n "' 1 2'-0° 2'-0" I TOW = 8377'-2 2z�� I 5�� INDICATES � �
SEE 2/S1 � I TOL = 8372'-4 -�n THICKENED EDGE OF =,N �
TOW = 8369'-10 3/4 � 0 3 STEP 16'-10" N � �n o
� TOF = 8366'-2 �r, CONC. SLAB SEE 2/S1 /�
o TOF = 8358'-8 � �- S1 _ TOF � � � �
�
� � � — � — — — —�— —�— — — — I � � — — — — — — — — I I i TOL/ 83885933/88 I I 1 I �
� — — — — — — — — „� - — — — — � � —� ( TOF = 8373'-2 � � �
�
_ � STEP _ — — � 8385' 3 3/8 �� �
o TOW - 8368'-3 3/8 TOW 8369'-3 3/8 TOW 8369'-9 3/8 � � I � 10 2s�� o� � I TO SLAB SLOPE � � J r
�r TOF = 8358'-8 TOF = 8358'-8 TOF = 8358'-8 � 8369'-9 3/8 � BM. PKT. S� TOW = 8369 2 TOF � STEP � � �
SLAB � � �
— — — — — — — — — — � I � TOF = 8358'-8 TOF S8 - _ �
� TO SLAB _ �
4" '-0° 4" TOW = 8374'-0 �'� I I � / Q � O
5"CONCRETE SLAB ON 4"CLEAN TOF = 8358'-8 `'' TOW = 8385'-3 3/8 '- /
� � v TOW = 8373'-8 '� � ''� �
TOW = 8364'-0 %'% — — — — — — — — — — — — — — — — — � GRAVEL BASE ON UNDISTURBED �5 TOW = 8374'-0 TOF = 8370'-0 I ( I TOF = 8373'-2 / Q � U
TOF = 8358'-8 � GRADE OR COMPACTED S8 _ TOL = 8373'-6 TOW = 8385'-4 3/4 � _ —
° T W = 8362'-6 TOW 8364'-0 STRUCTURAL FILL PER SOILS ��-$�� � "
� 3 g � , BM. PKT. 3a' - STEP TOF = 8365'-0 TOW = 8374'-0 TOF = 8373'-2 i � �-1-. �
T F = 8355'-6 TQF = 8355'-6 ENGINEER. REINFORCE SLAB � I I I _ — _ _ _ _ � r n �—
S8�Q. - - - - - - TTUEP I g�_3��� S7 S7 19'-34 � � WITH #3 REBAR @ 16"O.C. OR TOF _ TOF = 837fl'-0 1= v ,/
— 6x6-W2.5xW2.5 WELDED WIRE 0 O � �
I 2' 0"
FABRIC THROUGHOUT. PROVIDE ��� � � � �
�.��
_ � ,�IA '`' �— — — — — — — m� 1"DEEP SAWN OR TOOLED I I- �- gTE -I I �^�? M I—
� TOW = 8359'-6 N /-� Q� CONTROL JOINTS AT 12'-0" � � 2 TOF � BM. PKT. � � � � LLJ I—
TOF = 8355'-6 I 5 � � � �� 2 MAXIMUM SPACING EACH WAY, I I � S8 q�� � 5"CONCRETE SLAB ON 4"CLEAN Q O
- S7 S7 TYP g'_10" 2'-10" I GRAVEL BASE ON UNDISTURBED GRADE I %�! � � �
T � 4 � � I
�o I I I 8373�_8 I OR COMPACTED STRUCTURAL FILL PER
S7 12'-24" 24'- 4" 12'-0" 19�-1'-�'� 14�-78� � I TO SLAB I SOILS ENGINEER. REINFORCE SLAB I O �
I I � � WITH #3 REBAR @ 16"O.C. OR ,_,� TOW 8384'-8 �
� � 6x6-W25xW25 WELDED WIRE FABRIC N I I TOF = 8373'-2 Q
IQ, B INDICATES I � ORT OOLED CON ROLI�JOINTS AT 12 0 N �
� � BLOCK-OUT IN I ( o I I � � �� ���
- -
�� 2 SLAB FOR COL. � - � I �
5' CONCRETE SLAB ON 4"CLEAN N MAXIMUM SPACING EACH WAY,TYP.
3 � S7 I PLACEMENT GRAVEL BASE ON UNDISTURBED I ( T L — T - - - - -
— J � �� �_ �
TOW = 8358'-10 S7 I I 0 GRADE OR COMPACTED STRUCTURAL TO S AB I TO SLAB I 4-0 0'
N
TOF = 8355'-6 I I I F I L L P E R S O I L S E N G I N E E R. I � I I I INDICATES
- 4 REINFORCE SLAB WITH #3 REBAR @ I o
� �� 4�� � �3 T N I C K E N E D E D G E N
,=,a , „ S� I 12"O.C. PROVIDE 1"DEEP SAWN OR I I OF CONC. SLAB - - - - - - I =
`r' 1 4 TOOLED CONTROL JOINTS AT 12'-0" TOW = 8363'-0 S� - o �
T MAXIMUM SPACWG EACH WAY,TYP. TOF = 8358'-8 SEE 2/S1 o I _ �? _ _ o � N
I ,,>, �� � I m � � � I I
— — — — — —I� � — — — — — — � I TOW = 8374'-0 `�' — — — — — — I
TOF = 8358 8
0
8359'-6 � �- 2 �A BM. PKT. N
_ �- -� I 4 TOSLAB I I I - - - - - - - ��,, - - - S7
TOW = 8359'-6 g� M�,d I � I I I
� � TOF = 8355'-6 ( � I m� I 1' 4"( � 8362'-4 � TOW = 8373'-0 3 ��
A I I Q. � I I � TO SLAB � I TOF = 8358'-8 I I I I S�
� I NDICATES T = 8370'-0 c� �
o I TOF/ 8355-6 I I I RADON M TIG G ION PIPE I � I I I � � THICKENED EDGE I _ ,_ I I �, I I 0201-13
� I S� 1 I I OF CONC. SLAB T F 8358 8 P R O J E C T .
DRAWN BY : TFA
� _ _ _ _ _ _ _ � TOW = 8363'-0 I I i �, S1 i SEE 2/S1 I I TOF = 8370''0 S7
I I TOF = 8358�-a T REVIEWED BY : JPL
I � - - - - - -�
� I `_° 12 I
2�' I � N D A T E : PERMIT 03.14.13
� 14'-8,� g� 4��
p I � 6 � I I '� �A I � S7 � STEP o
, s7 I I I TOF I REVISIONS .
rn ._,� M,� •-
Tow = s3s��-o `� N sTEP � �— � ,,:� — — — — — — — — — — — — N Q REV 04.04.13
TOL = 8358'-8 � � — — — — — — TOF � � �, NDICATES 10"6 �� ��_6„
TOF = 8355'-6 CONC. PIER — — — — — — — — — — —
— — —_N — — — — — — — — ��_�„ TOW = 8368'-0 TOW = 8376'-0 � TOW = 8383'-9 1/2
� TOF = 8358'-8 I I TOF = 8373-2 TOF = 8373'-2 13 TO = 8385'-4 3/4
T W = 8361'-0
g� TQF = 8373'-2
TOL = 8358'-8 TOW = 8363'-0 �, TOW = 8368'-0
-��'. TOF = 8355'-6 TOF = 8355'-6 �,- TOF_8358'-8 _ _ �
� I
� � � � � � - - - - - - - - - - FUUNDATION
�- -�A �— —�A �- —�A 5,�, P LA N
2,��
z
7'-9" 4�_24�� 11'-94" 20'-0" 8'-0" 16'0;" 4'-11�' S'-0" 12'-0" 10'-0" 10'-0�� 4�_���
106'-0"
3
S8�Q. \�� b
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� �'���,°o �a �'J'y.� c�
� r
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CO � M
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❑ � � Z rn rn
tL. O
� Q � �
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S7
�
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11 �
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� ,� � , p z
1 '� �
S7
W
W
Z
16
SS
�
Z
W
3
S1
BM PKT
❑ ❑
0 10
1
� S8
BM PKT. �
— � — — � 15
-' S8
8 /��+ INDICATES 1 1/4 x 11 7/8 �`J�a S� � 7 �E TYP. J L BM. PKT. BM. PKT.
js CONT. LSL RIM BD. +6' � � � r
OTYP. I I I �
— — � - - � � E TYP.� '- I J � QTYP.� � � 0 W U
— — ��� � r� � � � � N
+ v J r
r T 2 � �
4 �E TYP.J L� N � S8 --J V
�
z �
� r �- 8370'-0 m^ � 0 Q
QO TYP. X p N TO PLYWD. � U 1+ CONT. L 4x4x1/4 W/5/8"�x4" � O
� ., r � i- �� 8369'-6 0 Q � ! ,
r � -�-� �� � �c�J N OVERFRAME OVERFRAME � �- u� EXP. ANCH. @ 16"O.C. W/CONT.
TO PLYWD. FOR REMAINDER OF ,� U
JQTYP. ��`L C'+ .- �'+ N FLOOR REF. � � TRTD. 2x4 BRG. f�PIN DRIVEN _
� FNDTN INFO. REFER TO S2 = �
8369'-2 �' ARCH. 6 � � �; TO ANGLE @ 16" �
TO PLYWD. X V J � —
� � � �
� � ~ � � O � �
� = J ��J � � X ¢ z o r >
� cn r � +� V`Z� G� 1❑ � Q 1 3/4 x 5 1/2 LVL @, 16" M
o, Q � � a' P 5 , STUD BRG. WALL ALIGN � w �
o � p �- 55 � gg W/LVL GARAGE JOISTS O
N J ' ��, ,�• O 13 BM. PKT. � 0
� �w c?���`Z+ �+6' N s J� � � � S7 � �
� � i i �+6, �-f-�, `�+6, � O MO
� `� � � `'J
��7 �o � � `�+ 2 �",o
s
� o — — � —
� � � � (3) 1 3/4 x 91/4 LVL CONT. S�
`� 8369'-6 �
�` N � TO PLYWD. � � ��
\ �
ti
�����,��' �,+`° �`�� / \ 10
�' / ���� S� CANT. DECK JOISTS ��
� — — � — — — — � — / \
r 2x1 LE GEFi /(5) 12d AILS � ��T P �'+� ° � (2}-1 3/4 x 11 7/8 LV� � CONT�TRTD. 2x10 RIM �2
� {2}-1/4"fC7 x 4° L DGE -LO @ 1 " �"
� � 83 9'-0 v N � 364' 0 � S7
°' � TO PL D. � � + O P D. 2�`Z+ 6x1 TRT . (D 'OPP D} �
o � v\`Z� ` �o
,- 2+ 836 '-5
� r �1 TO ECK N
X 1 4 14 v
v — — — — — — — — 2x1 TRT . @ 1 " 0
� 2x�2 @ 6° 2+� ti+� S7 P R O J E C T : 0201-13
��� ���
DRAWN BY : TFA
�+, � �Y REVIEWED BY : JPL
s
�J ` � YP J ` D A T E : PERMIT 03.14.13
2x10 TRTD. LEDGER W/TWO ROWS
REVISIONS :
W 10x19 (8368'-11) W 10x19 (8368'-11) 1/2"�x 6" EXP. ANCH's @ 32"
��+�� ��+�� STAGGERED (ONE BOLT EVERY 16")
B - MAI N LEVEL FLOOR FRAM I NG PLAN SCALE: 1/4�� - ��-o B-MAIN LEVEL
N FLOOR FRAMING
PFLOOR JOISTS ARE 11 7/8"BCI 6000 SERIES�«� 16"UNLESS NOTED OTNERWISE P L/-�N
2. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED"
3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##)
4. FLOOR SHEATHING IS 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN RATING 24"O.C.
5. POSTS CONTINUOUS BELOW ARE INDICATED: � POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑
6. INTERIOR STUD BEARING WALLS ARE INDICATED: ���
7. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1.
8. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1
9. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS.
10. DO NOT SCALE DRAWWGS.
�+ INDICATES 1 1/4 x 11 7/8 !
�s CONT. LSL RIM BD. �
,
. . — . �,0 . •�*,b�j'�ij
c�:�PP�O ��. �J�J� r
�. � ��\.q �e� . �
� W����'.>_� �ry'.,�'w.`�J o�i O
C.r r p �..�. �� •��
JQTYP. �c�+ S �bdO•6 .,�,_eO o
o��< �� • `
� cv 6' J�j•�..+�,,•.�
r X
cv �;
� �O TYP. � 2+�0 � �
�_ �,,
� 8383'-8 �`Z 838 0 �
� TO PLYWD _ TO LYW .
rn
X J '- d' O O i�
o � Q � 7 d' � p M
� � � o S7 N r- I� M
� �
�\� 4 N � � �J�+ ���+ O 0 d� �
S8 � J m V o 0
w �- .
� {3)- 3/4 0 Z � �
� --��. � 11 /8 LV � �
/ � a. Q
%�6 N N Q �
+jS
� (2) 1 3/4 11 7 8 LV
— �
J L
� r
� 0 E Y
N
C
O
�� �� � �� �Q +�
A �, c'+�, +� + c'+�, �
C —
(2)-2 10 (2)- x10 (2) 2x10 � � �'Wll� (�
Z
ti��+� Q I -
� X �
N
C'� w
8 84'-0 W
T PL D. 16 Z
� S8 _
E� YP. r1'�
(�-4-� J L V
�v� I Z
2x12 LEDGER W/(3)-12d W
INDICATES CANT. LOW NAILS& (2)-1/4"�x 6"
2x12 TRTD. LEDGER W/5/8"�7
ROOF TIMBER-LOK @ 16° (EA. IN ICAT S x 6"SIMPSON TITEN HD{cil 16"
+ + STUD) � S P IN �
\�` \�` + "'J, J,
(2)-1 3/4 x 11 7/8 LVL z ��'���,�� �����J�' ���`�' PL WD. �,+ �,+�,
INDICATES 14"I-JOIST 0 �' r � � ���\ W 14x30 �h�� Q YP.
LOOKOUTS @ 24",TYP. E�P' � ' � �
z 11 7/8' BCI 60 0@ 24° ' '� r � (2)-1 3/4 x
2x12 LEDGER W/(3)-12d Q /� g � / � I O-1 3 4 x 1 7/8 L L � 1� � g LV
�A TYP. @ LOOKOUT �� �� NAILS& (2)-1/4"6 x 6" v +� 8380 5�8 " > J Sg � i J �
&RAFTER BRG. J� J� `Z TO PL D. � � �' o �
+�, +�, TIMBER-LOK @ 16" {EA. �1 � � � � J J
STUD) E TYP. •- i � � a � �
3 -1 3/4 x 9 1/4 LVL (3}-2x1 J L N�- BAL OON
( ) a, � X 83 5-6 `� '� �
— � � — � — FRA E � p � TO PL D. X X
(3)-1 3/4 x 9 1/4 LVL � PAR Y W LL / �
� L J •- V' �
�CI � C�'J C�
i
2,+ J, � TYP. �' � + 2 I� /
T
��'J:�+ ��' +� � 1 6 � , � � � V"�1� 3��'� c„ c� M. P T.
/ � E YP. I /�
(3) 1 3/4 9 1/ LVL � �� � � '-� � �
83 0'-6 (3)-1 3/4 x 11 7/8 LVL 0 —K YP. W 1 x 38 (8384-7 7/8
J - -
J \
� � �� � � � �� � TO PL D. (DROPPED) � � �
��B TYP J �'��+ �,1`L+ � ��,1'�+ S8 S DI N E EXOP. ANCH4@ 16"O.C'W/CONT. � —� �
� T
��J� OB TYP' � (2)-1 3/4 x 11 7/8 LVL�.,
PLY D. TRTD. 2x4 BRG. I�PIN DRIVEN � � �
+ �- � � 2+� TO ANGLE @ 16" � O
�4 `� E YP. � � W 16x6 (858 '-3 3/ ) � 2 �`L� �
S8 � r ❑ cv ( l
� � X 1 3/ x 11 /8"L L@ 6"C NT. � v
�+�\ E YP. 1� �+ 8 —
+
�' GA AGE LOO J01 TS =
I 5�' S8 �'� S8 �`�J � � � �
I � ,, � 10x 4 (85 0'-3 /8} � � � r'+�,� 838 '-0 —
J � � TO LYW . O (� Q
J 7 E YP. �\�` 8 z O �— >
�r S8 + S8 � �y�
X I � �c�5� �� �AJ, W �
� � I o J�+�, 6 B . PK . M O O
�
�- c� I o'-"�o �. . � O-1 3/ 7/8 L L(D OPP D) � � �
,- I co �+� c�+�' , /, , / /, . /� � 0
� E YP. � N.
c� I o �
J L �C� N �
i
�,:, 83 0-6 (2)-1 3� 11 7/8 LVL +6� 1 3/ x 5 /2 LV @ 1 "
TO PL D.
/ J INDICATES 1 1/4 x 11 7/8 ST D BR . W LL A GN
� CONT. LSL RIM BD. W/ VL G RA E JOI TS
'� 10
'� S7
��J� �
sy����� s� ��Q �
� �+ I �c� ���+ M
6
(3)-1 3 x 9 1 4 LV
(2)-1 3/ 11 7/8 LVL
� r
E YP.
83 5'-3 ~ CONT. L 4x4x1/4 W/5/8"6x4"
TO PL D. � EXP. ANCH. @ 16"O.C. W/CONT.
TRTD. 2x4 BRG. F�.PIN DRIVEN
TO ANGLE�a? 16"
- - _ — — — = 2❑
INDICATES CONT. 1 3/4 x 14" �t,+`O �,+`° �,+`° 13
LVL SUB-FASCIA, TYP. �`ti� TYPICAL EXTERIOR HEADERS �`Z� ``Z� S� P R O J E C T : 0201-13
ARE (3}-2x10 W/(1)-2x6 D R A W N B Y ; TFA
TRIMMER& (1)-2x6 K.S. EA.
SIDE, INDICATED THUS REVIEWED BY : JPL
D A T E : PERMIT 03.14.13
REVISIONS :
A - MAI N FLOO R & Q REV 04.04.13
B - UPPER FLOOR / LOW ROOF FRAMING PLAN SCALE: 1/4�� - ,�-o
N
PLAN NOTES�
1. FLOOR JOISTS ARE 11 7/8"BCI 6000 SERIES @ 16"UNLESS NOTED OTHERWISE
2. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" FLOOR & RUOF
3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##)
4. FLOOR SHEATHING IS 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN RATING 24"O.C. � /�
5. ROOF RAFTERS ARE BCI 6000-1.8 DF @ 24"O.C. UNLESS NOTED OTHERWISE FRAM I NG PL�"1NS
6. ROOF SHEATHING IS 5/8"APA RATED SHEATHWG, EXP. 1, SPAN RATING 40/20.
7. POSTS CONTINUOUS BELOW ARE INDICATED: ■ POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑
8. INTERIOR STUD BEARING WALLS ARE INDICATED: �/
9. �INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1.
10. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1
11. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS.
12 DO NOT SCALE DRAWINGS.
INDICATES 14"I-JOIST �
LOOKOUTS @ 24",TYP.
INDICATES CONT. 1 3/4 x 14" �
LVL SUB-FASCIA,TYP. -
AQTYP. @ LOOKOUT �ti�••••'Sb��/1//rV
&RAFTER BRG. ��e-�'0o � �'.�.� � �
6�' '.J . d„
W• � �" `�, �� O
cc; �ca
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INDICATES CONT. 1 3/4 x 14" INDICATES 1 1/4 x 11 7/8 �32 `s '���� ��,��2.
LVL SUB-FASCIA,TYP. CONT. LSL RIM BD. W Ox22 (859 '-9 3/ ) �� (3 -1 3/ x 9 1 4 LV
J L
� r
E YP. C � � �
I (E, YP.
FOR REMAINDER OF VER RAM
ROOF INFO REFER TO S3 LOO REF
2x12 LEDGER W/(3)-12d
AQTYP. @ LOOKOUT �+�0 �O �, �� ��'J �` RCH �,+�0 2,+`O NAILS& (2)-1/4"6 x 6"
&RAFTER BRG. _ _ `�� �`L� `�� �+ �+6 PLYWD. �� � `�� S UD)R-LOK a 16° (EA.
(3}-2x10 (3) 2x10 E YP.
_ . J L
N . �J r� (3) 1 3 4 x 11 7/8 LVL � O CONT. J 8396'-5 /8 /�
° J +`O > > TO PL D. ' 1 ' �'—
F�R REMAINDER OF 2+�0 2 2+�o c� �+�o � ���' � � � . W �
ROOF INFO. REFER TO S3 1 �,1 � 31 � � T � � � '� 1 7/8" B I 6000 24"
J � r
`'+�, (3)-1 /4 x 1/4 VL (3)-2 12 � � QE TYP r / DE TYP. DE TYP. � (v
_ � X �. � �
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FRA E � � � r TO PLYWD. � r � (�
PAR Y WA L � T � � �
N 2+� ��J N � v
L J N N�V� �"�6�
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INS LL EB � (2)-1 3/4 x 11 7/8 LVL CANT. � �,
> STI F EN E S@ /�� 2+� �+�� �� r n ��
.� I-JOI T MI DLE r'+�, ��,1 � �31
\�+ BEA ING INE, P. ,�,`� O O Q\
X ;���, 0�12 8396'-6 � O r /
� �`� �\`L 6 /4 x 1 G.L. (24F 4) AN F.T � � M
P OVID BEV LED TOP RG. LAT TO PLYWD. � E TYP. �1 \`L�'� W �
,„ „ ,, ,
�TYP. 0 � � M O
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C �,� � S8 `� �� ������� O O
0 (3)-1 3/4 x 11 7/ LVL ( ?-2X1 (3}-1 3/4 x 1/4 VL �
INDICATES CONT. 1 3/4 x 14" O (DR PPE ) DRO ED) L J OVERFRAME �
LVL SUB-FASCIA,TYP. ��B TYP �B TYP�' FLOOR REF. �
N -� ARCH.
X J � O
x
N d- I STA L WE 8395'-6 � `�
m T
+� � IFF ER @ +`O +�O `O TO PLYWD. o �
��� �,.� I- OIS MID LE ��`L � �� X
EARI G LI E, TY . � �
�
N
PACK OUT WEB SOLID& � 8396'6
O-2x1 CONNECT W/ 2 -1/2"f� � TO PLYWD.
T B.'S @ 24" �TYP, r0E TYP.
INDICATES 14"I-JOIST
�Q.
LOOKOUTS @ 24",TYP. 12
14
SS
STEP TO ��
PLYWD. �'y �
L J ��+ PROJECT : 0201-13
r � L B TYP. B TYPJ
O � ti
OB TYP. OB TYP. �'� D R A W N B Y : TFA
�, �,+� �,+� �, +`�+ A REVIEWED BY : JPL
� _ _ _ _ _ _ _ _ _ �`�� � `�� `� _ _ _ _ _ _ _ _ _ D A T E : PERMIT 03.14.13
INDICATES 14"I-JOIST 0 R E V I S I O N S :
LOOKOUTS @ 24",TYP.
(3)-2x10 (3)-2x10 INDICATES 1 1/4 x 11 7/8 Q REV 04.04.13
CONT. LSL RIM BD.
A - U PPER FLOOR / LOW ROOF FRAM I NG PLAN &
INDiCATES 14�� I-JOIST B - U P P E R R O O F F RA M I N G P LA N SCALE: 1/4�� - ,�-o
N FLOOR AND
LOOKOUTS @ 24",TYP. TYPICAL EXTERIOR HEADERS
ARE (3)-2x10 W/(1)-2x6 PLAN NOTES:
TRIMMER& (1)-2x6 K.S. EA. 1. FLOOR JOISTS ARE 11 7/8"BCI 6000 SERIES @ 16"UNLESS NOTED OTHERWISE. ROC�F FRAM I NG
SIDE, INDICATED THUS 2. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED".
3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####�-##,. P LA N S
4. FLOOR SHEATHING IS 1 1/8"APA RATED WARMBOARD, EXP. 1, SPAN RATING 24"O.C.
5. ROOF RAFTERS ARE 14"BCI 6000-1.8 D.F. SERIES @ 16"O.C. UNLESS NOTED OTHERWISE.
6. ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED".
7. ROOF SHEATNING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20.
8. POSTS CONTINUOUS BELOW ARE INDICATED: ■ POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE WDICATED: ❑
9. INTERIOR STUD BEARING WALLS ARE INDICATED: �
10 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1.
11. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1.
12. REFER TO GENERAL NOTES UNDER"STRUCTURAL WOOD FRAMWG°FOR EXTERIOR BEARWG WALL HEIGHTS AND EXTERIOR WALL
SHEATHING NAILING REQUIREMENTS.
13. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS.
14. DO NOT SCALE DRAWINGS.
� - - - - - - - - - � J
1
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<c,`��Po� ;� ^.✓`�j. �
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FOR REMAINDER OF d�' C,NU � M
ROOF INFO. REFER TO S4 N � ti M
� � �
� � � �
m U
INDICATES CONT. 1 3/4 x 14" TYPICAL EXT RIOR HEADERS INDICATES 14"I-JOIST • .
LVL SUB-FASCIA,TYP. ARE (3)-2x10 W/(1)-2x6 LOOKOUTS @ 24",TYP. � Z � �
�A TYP. @ LOOKOUT �4 TRIMMER& (1}-2x6 K S. EA. � O = x
&RAFTER BRG. S8 SIDE, INDIC ED THUS Q � �
� r
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+
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> o °' i Z
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LL
c� ,`L+� W
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Z
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DA TYP. @ LOOKOUT � I z
&RAFTER BRG. �2,+
��1 W
�
N
�
FOR REMAINDER OF
� - - - - - - - - - - - - - - - - � J
ROOF INFO. REFER TO S3 �
— — ��1,`L � ��,`L
f
� FOR REMAINDER OF
ROOF INFO. REFER TO S4
FOR REMAINDER OF
ROOF INFO. REFER TO S3 �
> J
> �
- - - - - - - � � �. X
� v r �D TYP. �. /�
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N �
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N
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o ``' �`�'� � J U
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J o z � ,� �
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r INSTALL WEB &RAFTER BRG.
" STIFFENERS � � �
� + I-JOIST MIDDLE � O
� ,����`��, BEARING LINE,TYP. � (� �
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�=SPLICE BM. AT COL (�
DO NOT RUN CONT. Q
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— — � � � S8
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M �
(2)-1 3/4 x 14 LVL CONT.
FOR REMAINDER OF �,+`O � � �
ROOF INFO. REFER TO S4 QB T P. m
2+ /� T +0
�p�\ +6, � ��
� — — — — — — — — — � (3) 2x8
O PROJECT ; 0201-13
DRAWN BY : TFA
REVIEWED BY : JPL
Q YP D A T E : PERMIT 03.14.13
�" REVISIONS :
L - - - - - - - - - - — J �Q.
INDICATES CONT. 1 3/4 x 14" �4
LVL SUB-FASCIA,TYP. Sg
A - UPPER ROOF FRAMING PLAN SCALE; 1/4�� - ,�-o
PLAN NOTES: �I A - UPPER ROOF
1. ROOF RAFTER ARE 14"BCI 6000-1 8 DF @ 24"O.C. UNLESS NOTED OTHERWISE. � v FRAM I NG PLAN
2. ROOF BEAMS ARE DROPPED FRAMED UNLESS NOTED"FLUSH".
3. ROOF SHEATHING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20.
4. POSTS CONTINUOUS BELOW ARE INDICATED:� POSTS FROM ABOVE NOT CONTINUOUS BEL.OW ARE INDICATED:❑
5. INTERIOR STUD BEARING WALLS ARE INDICATED: ��//%////,
6. � INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1.
7. ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET S1.
8. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS.
9. DO NOT SCALE DRAWINGS.
I
�
:�
1/2° EXP. MAT'L. 4"NOM. CONC. SLAB PER PLAN �0....��/,��y/,
4° NOM. CONC. SLAB PER PLAN TO PLYWD. c�,Q P�po .� e;3�� �
PER PLAN 2x6 EXTERIOR WALL �c� (1)-#4 CONT. PER ARCHNEER �_�., ,� �y •ez r
#4 DWLS.x ° 2x6 EXTERIOR WALL cn:;y � ;a.' �'
•� ,''- � :a�
@ 24'� � cYi
SLOPE SLOPE �� o:.',� `"'��`:�y�" o
� a o a a� � a a 1/2"f�x 10"A.B.'s @ 48"O.C. 1/2"EXPANSION MATERIAL t bdOjo��� ;��• ••O�� ,
PER PLAN ° : a = IN CONT. TRTD. 2x6 R 5"CONC SLAB � '
1/2"�x 10"A.B.'s @ 48"O.C. PER PLAN � 3
TO PLYWD. W CONT.TRTD. 2x6 R a� ` PER PLAN PER PLAN PER PLAN \~ �
a • - TOW
° "' TOW �° °° a a a a a TO SLAB
� ° � NU O I`
a ° _ = e d' Cfl �— M
N � I` M
1 1/8"T&G PLYWD. 1 1/8°T&G PLYWD. a a CONT. L 4x4x1/4 W/ 1/2"6 , x ap � �
a x 4"EXP. ANCH'S @ 12" a
1 3/4 x 11 7/8 LVL @ 16"O.C. d 1 3/4 x 11 7/8 LVL @ 16"O.C. (9'-0 MAX. STONE HT.) ° 0 � � �
4" 4" . RIGID INSUL. � U O O
� LVL BLKG. PANELS @ 24" ° #5's CONT. HORIZ Q PER ARCH. O Z � �
BLKG. BTWN. JOIST W/(2)- ° IN FIRST JOIST SPACE W/ @ 16"O.C. ° � O = x
16d DRIVE-PINS, TYP. n
{5)-10d NAILS INTO EA.
CONT. L 4x4x1/4 W/5/8"�x4" ° PANEL,TYP. ° � 2x6 EXTERIOR WALL Q �' �
EXP. ANCH. @ 16"O C. W/CONT. 2x12 CONT. TRTD. W/(1)- #5 DWLS.x d #5's VERT @ 16"O.C.
TRTD. 2x4 BRG. f�PIN DRIVEN ° �
TO ANGLE @ 16" � 5/8"�x 6°SIMPSON TITEN HD ° a 16" "'
I-JOIST BLKG. PANELS<a?24° 6�� a a (2}-#5's CONT.
TOP&BOT.
SEE 8/S7 FOR SEE 8/S7 FOR IN F�RST JOIST SPACE W/
REMAINING INFO. REMAINING INFO. (5)-8d NAILS INTO EA. STONE VENEER&CAP
PANEL, TYP. PER ARCH. PER PLAN a �
13 SCALE: 3/4" = 1'-0 10 SCALE 3/4" = 1'-0 �
TOF a
S7 S7 1 1/8"WARMBOARD � a a a � O
STONE CAP SHEATHWG 1/2"�x 10"A.B.'s @ 48"O.C. ' °
�� W CONT.TRTD. 2x6 R PERIMETER �
PER ARCH. PER PLAN 4" 8" 4" �''�'
2x6 EXTERIOR WALL TO PLYWD. PEFi PLAN DRAIN PER �
PE�R PLAN �� TpW GEOTECHNICAL ��-4�� � _
- ° " STONE VENEER &CAP = ENG. � ,�- � �� �
- - i a �� a = _ = 4 SCALE: 3/4" = 1'-0
- STONE VENEER PER ARCH _ _
- a 1 1/8"WARMBOARD o � � S7 Z
° PER ARCH. SHEATHING � � I�,� —
CONT. L 4x4x1/4 W/ 1/2"f�
a CONT. RIM BD. PER PLAN x 4°EXP. ANCH'S @ 16" �
a PER PLAN
a . TO PLYWD. 11 7/8" I-JOIST ° (6'-0 MAX. STONE HT.) (1}-#4 CONT. W
PER PLAN
5"CONC. SLAB
4" 4" 1/2"f�x 10"A.B.'s @ 48"O.C. PATIO PER ARCH. PER PLAN W
CONT.TRTD. 2x12 W/ ° � PER PLAN z
a .
IN CONT. TRTD. 2x6 F� (2}-16d DRIVE-PINS @ 16" a a a TO SLAB
PER PLAN ° ° ° �
11 7/8° I-JOIST a. . TOW REF. 8/S7 FOR PER PLAN ° __________________________ �
PER PLAN ° REMAINDER OF WFO. Tp�n/ Z
a • . . �� � W
° 7 SCALE: 3/4" = 1'-0 #4 DWLS.x °2 � a RIGID INSUL.
a
� S7 @ 24�� N� a PER ARCH.
a i u i i i
- - (3 MIN.) �
Q Q d
a CONT. L 4x4x1/4 W/ 1/2"� @ 24" �
a #5 DWLS.x �
a x 4 EXP. ANCH'S @ 16" �
#5's @ 12"VERT. °
q (6'-0 MAX. STONE HT.) (2}-#5's CONT. 4" 4" 6°
d'. a ° STONE VENEER 2x6 EXTERIOR WALL TOP&BOT. a (1) #5 CONT. MID-HT.
PER ARCH
0
REF. 8/S7 FOR 1/2"�x 10"A.B.'s @ 48"O.C.
REMAINDER OF INFO.
IN CONT.TRTD. 2x6 R
° PER PLAN � °
FINISHED GRADE TOF
o.. PER PLAN ' a -
O a �
9 SCALE 3/4" = 1'-0 TOW � ' a o
° i-ii iii�i S7 a 1/2"EXPANSION MATERIAL PERIMETER 4" 8" 4" /�
#5 DWLS.x � � °
@ 12�� � C�NT. L 4x4x1/4 W/1/2"QJ ii-ii DRAIN PER � 4
10" a x 4"EXP. ANCH'S @ 12" I-JOIST BLKG. PANELS @ 24" II-II 5z 5"CONC SLAB ENG. �
PER PLAN GEOTECHNICAL w U
(9'-0 MAX. STONE HT.) IN FIRST JOIST SPACE W/ 2x6 EXTERIOR WALL ° PER PLAN
#5's x 2'-4 @ 16"TRANSV. (5}-8d NAILS INTO EA. CONT. L 4x4x1/4 W/ 1/2"� a� a a o a a TO SLAB 3 SCALE: 3/4" = 1'-0 � � N
a PANEL, TYP. x 4 EXP. ANCH S@ 12" S� r
�
a #5 s@ 16" /�STONE VENEER &CAP (9'-0 MAX. STONE HT) - - � /�
(6)-#5's CONT. LONGIT. ° CONT. HORIZ. � PER ARCH.
��� = ���� _��< PER PLAN L.J
�, 1 1/8"WARMBOARD � �
a . �r SHEATHWG � --� -- �� --.� --� �� - TOL Q
� (2)-#5's CONT. � � O
v TOP &BOT. PER PLAN CONT. RIM BD. PER PLAN � 2�° Q U-- � U
cv BEND VERT. BARS INTO RIGID INSUL. WOOD POST PER PLAN _
PER PLAN a TO PLYWD. STEM 4" 4A PER ARCH. ON CONT.TRTD. 2x R � �
TOF a GLUED TO CONC SLAB r n �--� —�
a a 1/2"f�x 10"A.B.'s @ 48"O.C. v �/ O O �
o O � ° a IN CONT. TRTD. 2x6 R
( ° REF. 5/S7 FOR � O r �
° . ° a PER PLAN
11 7/8" I-JOIST •, • T�W REMAINDER OF INFO. RIGID WSUL PER ARCH. 5"CONC. SLAB PER PLAN � W f—
PERIMETER DRAIN PER � PER PLAN O
GEOTECHNICAL ENG. 1'-6" 8" 8" ``' v 6 SCALE: 3/4" = 1'-0 PER PLAN � �
� � S7 a . a a a a ° a TO SLAB � �
2-10'
aaa . a a O
12 SCALE 3/4" = 1'-0 v - -� 2x6 EXTERIOR WALL = ___ (�
�" ��'6�b�b�b �b- - �j�c =
a 1/2"�x 10"A.B.'s @ 48"O.C. (��� °
S� ° a CONT. L 4x4x1/4 W/ 1/2"6 IN CONT.TRTD. 2x6 F�
STONE CAP x 4°EXP. ANCH'S C@ 16" REF. SCHEDULE • •
� PER ARCH. ° (6'-0 MAX. STONE HT.) PER PLAN
�a SHEET S2 FOR
TOW , REWF. WFO. EQ. EQ, r, -'
c�
PER PLAN a . a a
- TOW EF. SCHED. SHEET S2
iru u-n u � �' � STONE VENEER
STONE VENEER PER ARCH � ° 2 SCALE: 3/4" = 1'-0
PER ARCH. ° � S7
a
° 2x6�R 2x4 STUD
#5's @ 12"VERT. 5" CONC. SLAB PER PLAN BRG. WALL
a
4�� 4�� -u i-u i-u
1/2° EXPANSION MATERIAL RIGID INSUL PER ARCH. CONT. 2x6 OR 2x4 F�
o e ° CONT. L 4x4x1/4 W/1/2"� � 5"CONC SLAB GLUED TO CONC.
x 4"EXP. ANCH'S @ 12" PEF� PLAN PER PLAN
PER PLAN 8 ° °
° (9'-0 MAX. STONE HT) a ° TO SLAB � �. . �
a o . a a a TO S�AB a a
a FINISHED GRADE
�
� a . a -
� � a = = = � � o PROJECT : 0201-13
a = = _ _ � �� T
#5�s coNT. HoRiz a - D R A W N B Y : TFA
� a - @ 16"O.C. °o ° � (2)-#5s CONT HORIZ.
REVIEWED BY : JPL
#5 DWLS.x � e II CONT. L 4x4x1/4 W/ 1/2"6 TOP&BOT �
@ 12�� EQ. EQ. c� D A T E : PERMIT 03.14.13
1�-0 x 4"EXP. ANCH'S @ 16" RIGID INSUL. _
(6'-0 MAX STONE HT.) #5 DWLS.x � #5's CONT. HORIZ. PER ARCH. OPTION 1 � R E V I S I O N S :
#5's x 2'-10 C�«> 12"TRANSV. a @ �6" 6cv a @ 16"O.C. 4�� q�� 1,_6„
#5's @ 16" #5's VERT @ 16"O.C. #5's VERT @ 16"O.C.
(6)-#5s CONT. LONGIT. CONT. HORIZ z ° 2x6 OR 2x4 STUD
� 1/2"EXPANSION MATERIAL
° ° � #5 DWLS.x � 5"CONC. SLAB PER PLAN BRG. WALL
� ° � 5"CONC SLAB
v a TOP &gpONT. PER PLAN � � 16 6 � CONT. 2x6 OR 2x4 F�
(2)-#5's CONT. °� RIGID INSUL PER ARCH.
TOP&BOT. GLUED TO CONC.
PER PLAN N PER PLAN
a (2)-#5's CONT. a PER PLAN
TOF ° a TO SLAB o p p° ° °° TOP&BOT. a TO SLAB a � -
- � a ° a a ° PERIMETER a ° a ° �
° O � ° � DRAIN PER = • � � • .. _
a . a .. g� " � J oV`VtiVLvLV a . d a 4� __ __ __ �
a a Q GEOTECHNICAL PER PLAN a
a a ENG TOF , a � . �.,�.,-� .. � �. ,- D ETA I LS
° 0 � ° a a � � � .-� o� �
P E R I M E T E R D R A I N P E R _ � RI GID WSUL a. a >>�,� (2)-#5's CONT. HORIZ. v
GEOTECHNICAL ENG. 1'-8" 8" 1'-0" `'' v PER ARCH.
4" 8" 4" PERIMETER , TOP&BOT �,-,
3' 4�� 4�, 8�, 4� EQ. EQ.
�,_4„ DRAIN PER
GEOTECHNICAL �'-4" OPTION 2
ENG.
1'-6��
11 SCALE: 3/4" = 1'-0 8 SCALE 3/4" = 1'-0 5 SCALE� 3/4" = 1'-0 1 SCALE� 3/4" = 1'-0
S7 S7 S7 S7
i
d '
�
5/8"PLYWD. ROOF
SHEATHING
1
c`Q ,.."�S�J',y>�j/� c'�
�.�.•Q,O� �� ��.
PLYWD. WEB STIFFENER �2 �:�P �. �'..>' r
��. � �
�. w:u".,. �'�. a� r
PER MANUF. SPEC. 2� �� ,� �
2x6 EXTERIOR WALL
1/8"GAP @ TOP �y;.y y� e,i�r �
W.P. PER ARCH. HSS COL. PER PLAN d0 %s3r ;V' `�� ` o
�
1/2"6 x 10"A.B.'s @ 48"O.C. �0,� •••�O
IN CONT.TRTD. 2x6(� I-JOIST BLKG. BTWN. 1" II �" `�\``�
1/2"EXP. MAT'L `�\;`
RAFTERS @ BRG. BRG. R� 5/8"x 6"x BM. WIDTH
,.
TIGHT AT BOT. CHORD � _ ��� W�(2)-1/2"�T.B.'s
5°CONC. SLAB 14"I-JOIST RAFTERS �t O O (�-
PER PLAN PER PLAN
d' � � M
SLOPING
�� 1/2"6 x 10"A.B.'s @ 48"O.C. N � I` M
IN CONT. TRTD. 2x6 F� DO
TO SLAB ° ° ° a T�W M STL BM. PER PLAN x �'j (3j
a aa
a .� a 3/4"T&G PLYWD. (BEVEL TOP OF BM.) O .�. .d.
2x6 EXTERIOR WALL
1/2"EXPANSION MATERIAL O � �
RIPPED NAII.ER I�W/ WD. FRAMING NOT �� STONE VENEER � U O O
a „ 13 SCALE: 3/4" = 1'-0 SHOWN FOR CLARITY ,
16d DRIVE-PINS @ 16 PER ARCH. 5"CONC SLAB O I�- I`
a PER PLAN S8 1 1/8"WARMBOARD 6 SCALE: 3/4" = 1'-0 PER PLAN z � �
REF. 2/S1 TO PLYWD. BUILT UP WD. I�s&CONNECT W/ SHEATHING S8 PER PLAN PER PLAN � O � Q
� T OW 1/2"�T.B.'s @ 16"THROUGH STL. PER PLAN 1/2" E X P. M A T'L °° T O S L A B Q �
T�W a �• ° °a a . a
� PER PLAN BM. (ALT. SIDES OF WEB) TO PLYWD.
�E TYP. TO LEDGE 4"NOM. CONC. SLAB PER
° 1 1/8"WARMBOARD 2x BLKG. BTWN. STUDS ° ==- =========================�
BEND VERT. BARS ��� ' � PLAN OVER W.P. PER PLAN a a " v"�
, ; SHEATHING
INTO STEM , EQTYP. OVERFRAME FLOOR MEMBRANE PER ARCH. TOL 5' CONC. SLAB
° 11 7/8" I-JOIST PER PLAN PER PLAN PER ARCH. PER PLAN 4
� TO PLYWD. 1 1/8"T&G STURDIF�OOR PER PLAN
PER PLAN @ GARAGE 4��° 4'� RIGID INSUL. �
a 2x12 TRTD. LEDGER W/5/8"6 x 6" TO PLYWD. TO SLAB ° ° ° a a a a PER ARCH.
� SIMPSON TITEN HD @ 16" QTYP. PACK OUT WEB SOLID& PER PLAN � ° aa � PER PLAN o o� a ' � p
a CONNECT W/(2}-1/2"� TO PLYWD. TO PLYWD. �� ._
T.B.'s(c@ 24" � #5's @ 16"HORIZ.
SEE 8/S7 FOR CONT. 1 1/8"WARMBOARD �+-�
11 7/8"I-JOISTS PER PLAN REF. 2/S1 a
REMAINING INFO. SHEATHING ON STRUCT. QE TYP. OK TYP.
16 SCALE: 3/4" = 1'-0 JOISTS @ OVERFRAMING 1/2°EXP. MAT'L � d � �
S8 12 SCALE: 3/4" = 1'-0 ° „�- �,� ��, WllvIII�III �
d � III� � y�
S8 (1)-#5's CONT. ��� '
11 7/8"I-JOISTS PER PLAN 11 7/8°LVL PER PLAN @ LEDGE ��� W z
1/2"EXPANSION MATERIAL � II,� —
BUILT UP WD. le.s&CONNECT 1/2" EXP. MATL STL. BM. PER PLAN W/2x F� I �
2x6 PARTY WALL(REF ARCH W/1/2"f�T.B.'s @ 16" �
FOR FIRE SEPARATION) _� 5"CONC SLAB THROUGH STL BM. 4"NOM. CONC. SLAB PER RIPPED TO BM. WIDTH W/
PER PLAN PLAN OVER W.P. 16d DRIVE PINS @ 16" (ALT ° W
1 1/8"WARMBOARD MEMBRANE PER ARCH. SIDES} a ° W
PER PLAN SHEATHING 5 SCALE: 3/4" = 1'-0
� °° . . � a a a o TO SLAB 1 1/8"T&G STURDIFLOOR ° Z
1/2"�x 10"A.B.'s @ 48"O.C. &TOW PER PLAN @ GARAGE S8 ° a
TO PLYWD. a �
IN CONT.TRTD. 2x6 f� ° Q Q � ° ° aa °. PER PLAN 2x12 LEDGER W/(5)-12d a � Z
� � �E TYP TO PLYWD. NAILS& (2)-1/4"6 x 4" 2x6 EXTERIOR WALL
a ° #5's @ 16"HORIZ. {EA. FACE)
CONT. L 5x3x1/4 (LLV) LEDGER-LOK<a? 16"
W
a a RIGID INSUL �K TYP. W/1/2"6 T.B.'s @ 24" 4"MAX. STONE &MORTAR CONT. RIM BD. PER PLAN a
PER ARCH. (REF.ARCH FOR
GAURDRAIL ASSEMBLY) OVER W.P. MEMBRANE � � �
PER ARCH. 1 1/8"WARMBOARD a
� 4 3/4"T&G PLYWD. SHEATHING a #5's @ 16"VERT. (EA. FACE)
a 11 7/8"I-JOISTS PER PLAN 11 7/8"LVL PER PLAN PER PLAN 2"CLR.
° a n STL. BM. PER PLAN PER PLAN ....... .. , , TO PLYWD.
TO PLYWD.
(2}-#5's CONT.
4"NOM. CONC. SLAB a TO STL�N ; ODTYP. ' #5 DWLS. x �C° ° TOP&BOT.
PER PLAN � 11 SCALE: 3/4" = 1'-0 J�TYP . @ 16"O.C. 8 � a #5x 1'-6 @ 16"
a S8
o a STL. BM. PER PLAN �
(2)-#5's CONT.
SLOPE 1 1/8"WARMBOARD 11 7/8" I-JOIST PER PER PLAN �'
TO F D. � SNEATHING CAP f{?: 5/8"x COL. WIDTH ii 2x12 JOISTS PER PLAN PLAN (JOISTS TOF ° a a
d &DEPTH W/(2)-1/2"�b __� ) �
a .. a PARALLEL TO WALL �—� �
PER PLAN °d a PER PLAN T.B.'s II @ SIM.) PERIMETER ��� ° �'
TO PLYWD. TO PLYWD PER PLAN II STONE VENEEFi PER DRAIN PER /�
4�� ��_�„ $„ ' t � �
�a �E TYP, TO STL STL COL PEFi PLAN ii ARCH. 2x6 EXTERIOR WALL ENGTECHNICAL 2 O W U
a �E TYP. 2 SCALE: 3/4" = 1'-0
a u S8 � � N
aa
a � � r
1 1/8"T&G PLYWD. a o 11 7/8" I-JOIST 4 SCALE: 3/4" = 1'-0 2x6 EXTERIOR WALL 1/2"�x 10"A.B.'s @ 48"O.C. � —� �
1 3/4 x 11 7/8 LVL @ 16"O.C. � PER PLAN STL. BM. PER PLAN W/2x S8
IN CONT.TRTD. 2x6 R � Z O
NAILER RIPPED TO BM. 14 Q �
a o WIDTH &DRIVE-PINNED ��h � U
PER PLAN
BLKG. BTWN. JOIST W/(2}- A @ 16" � TOW �� a = —
16d DRIVE-PINS,TYP. 10 SCALE: 3/4" = 1'-0 � a � ^ � � �
CONT. L 4x4x1/4 W/5/8"6x4" a a S8 � � � �
E X P. A N C H. @ 1 6"O.C. W/C O N T. O O �\
STL BM. PER PLAN (2x z O /
TRTD. 2x4 BRG. f�PIN DRIVEN °a NAILER RNOT SHOWN) 6�� 6�� r
TO ANGLE @ 16" a a ° � � �
PER PLAN �� O
�. TO STL. � O
� 2"CLR. a 2"CLR. STEEL COL PER PLAN II �
#5 DWLS.x �
@ 16"O.C. `� a a #5's @ 16"VERT. (EA. FACE} �� a 1/2°EXPANSION MATERIAL � O
STONE VENEER
g�� BRG. R� 5/8"x COL. WIDTH �� PER ARCH. ° 5"CONC SLAB C�
DEPTH W/(2)-5/8"�x 6" �� Q
1/2"EXPANSION MATERIAL SIMPS�N TITEN HD a PER PLAN
5"CONC SLAB ° (2)-1/2"6 x 6°LAGS �� a PER PLAN
PER PLAN a °° TO SLAB
(2)-#5's CONT. STONE CAP PER ARCH.� a a� ° °
❑ D ° _ _
PER PLAN a TOP&BOT. POST PER PLAN � � - - a � _ _
TO SLAB ° °° ° ° ° � 1� ° v �
o �. ° ° #5x 1'-6 @_ 16" -
= = ° (2)-#5's CONT. STONE VENEER ( ( 4�� 4,� 4��
��------ --�o-�-v-- PER ARCH. RIGID INSUL.
PER PLAN PER PLAN
TOF > o_ Q o a a a ° a . g SCALE: 3/4" = 1'-0 "�' �' TOL a a . PER ARCH.
a a
, ° � SS L 4x4x1/4 RING MITERED& °
a a
WELDED @ JOINTS W/ ( ( (1)-#5's CONT.
RIGID INSUL WD. FRAMING NOT
PER ARCH. 4,� �,_0„ 4,� SHOWN FOR CLARITY (4)-1/2"�x 4"EXP. ANCH.'s 6" 6" @ LEDGE
(4'-0 MAX. STONE HT.) ° .�
( (
1'-8" ._,� #5's @ 16"HORIZ ° #5's @ 16"HORIZ.
STL. BM. PER PLAN I I
PER PLAN ° d
TO STL
a
15 SCALE: 3/4" = 1'-0 22, 27�� �,�� ° a
s8 _ ,_T,�,� P R 0 J E C T : 0201-13
�,���_���_���_���-�����-�����-���� ����-�����-�����-���!���_���_���„�_ a D R A W N B Y : TFA
����—���—���—���—���—�������������� ��������������������������������-���_���_�
�� =���11'!'���������������������!���_������ ( ( "���_���_'���'_���_���_���'!'���„��
BRG. R: 5/8"x 5"x BM. WIDTH ���uLiii-iii iii�iii��`�'y`�� °
5/a" ROOF SHEATHING � REVIEWED BY : JPL
PER PLAN W/(2)-1/2"6 T.B.'s ��_p�� a
EQ. EQ.
D A T E : PERMIT 03.14.13
HSS COL PER PLAN � °
" " REVISIONS :
z J
� #3 TIES x �8" a
_ (4}-#5 DWLS.x � _ @ TOP g�� °
° 6" � MID. &BOT. #5's @ 16"VERT. (EA. FACE)
�B TYP. �B TYP. 8 SCALE: 3/4" = 1'-0 �' 2 CLR.
�e SS 1'-0 x 1'-0 SQUARE ( #5's�«) 16"VERT. �
WD. FRAMING NOT CONC. PIER I I BELOW LEDGE ° (2)-#5's CONT.
INDICATES 1 3/4 x 14 LVL SHOWN FOR CLARITY a TOP&BOT.
STRUCTURAL SUB- REF. FOOTING SCHED. #5 DWLS.x C°
FASCIA,TYP. STL. BM.'s PER PLAN SHEET S2 @ 16"O.0 8� #5x 1'-6 @ 16"
SOUD BLKG. BTWN 2"RETURNS '
LOOKOUTS 3��6�� a
- _ J L — (2)-#5 s CONT.
14"I-JOIST LOOKOUTS PER PLAN PER PLAN '�� � r � POF PLAN ) ° d a
TO STL. ° � D ETA I LS
2x6 EXTERIOR WALL =
•-,r; PERIMETER `y � �'
(2)-1 3/4 x 14 LVL RAFTER _ � EQ. EQ.
`'' v GEOTECHNICAL 4" 1'-0" 8"
RAFTERS PER PLAN •-�� HQ CONN:J L 4x4x0'-5 1/2 SCHED. WIDTH ENG. 2'-0"
W/(4)-3/4"f�T B.'s (TWO
14 SCALE: 3/4" = 1'-0 7 EA. SIDE OF WEB) SCALE: 3/4" = 1'-0 3 SCALE 3/4" = 1'-0 1 SCALE: 3/4" = 1'-0
S8 S8 S8 S8