HomeMy WebLinkAboutB12-0310 REV4 PLANS DENIED. CORRECTIONS REQUIRED DESIGN CRITERIA: 2358 GARMISCH DRIVE JOB #: 1204-14 A. Top-loaded beams equivalent anchor systems. Minimum embedments, if not specifically indicated on the A B B R E VI A TI 0 N LI S T
i) For members 12" deep or less, nail each member to the next with 2 rows of drawings, shall be according to the manufacturer's specifications.
Roof Live Load (Snow) -------------------------------- 80 psf 16d nails at 12" o.c. g. All welding shall be done by an AWS qualified welder.
Roof Dead Load ------------------------------------ 25 psf ii) For members greater than 12" deep, nail each member to the next with 3 h. Delay painting within 3" of field welds until welds are completed.
Floor Live Load ------------------------------------- 40 psf rows of 16d nails at 12" o.c. i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone A.B. ANCHOR BOLT LAM. LAMINATED
Floor Dead Load ------------------------------------ 35/55 psf B. Side-loaded beams veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL
Garage Live Load ------------------------------------ 40 psf/3000 Ibs i) For two or three member beams, nail each member to the next with 3 rows steel expansion anchors. A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL
Garage Dead Load ----------------------------------- 55 psf of 16d nails at 12" o.c. j. All grout beneath column base plates and steel beams at bearing shall be non-shrink, ADJ. ADJUSTABLE LONGIT. LONGITUDINAL
Deck Live Load ------------------------------------- 100 psf » „ non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. ANCH. ANCHOR LTWT. LIGHTWEIGHT
ii) For four member beams, bolt through with 2 rows of Y2 4� bolts at 12 o.c.
Deck Dead Load ------------------------------------ 10 psf APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER
iii) For members consisting of more than four members, contact structural
Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) . STONE/BRICK VENEER: ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL
engineer.
Seismic Design Category ------------------------------- EXEMPT BD. BOARD MAX. MAXIMUM
n. All lumber used in construction shall have a maximum moisture content of 19%. a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with
IBC/IRC Edition ------------------------------------ 2009 • BLDG. BUILDING MECH. MECHANICAL
o. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including ,
a wire tie to the structural backing for every 2 square feet of veneer. BLKG. BLOCKING MAT L MATERIAL
glue-lams) wider than 1�/�" shall be sealed and flashed at the top surface per architect. b. Unless noted otherwise, rovide loose lintels over o enin s as follows, one an le for each 4"
SPECIAL INSPECTIONS: P P 9 9 BM. BEAM MANUF. MANUFACTURER
p. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or of wall thickness, long leg vertical, to bear 4" minimum each end: BOT. BOTTOM MIN. MINIMUM
approved equivalent. Fastener and load size shall be determined according to manufacturers > » �� �� °° B.O.W. BOTTOM OF WALL N NEW
a. No special inspections are required. Periodic observations of construction by the structural 1. Openings to 4 -0 ----------------- 3Y2 x 3Y2 x Y4 ( )
recommendations for materials being attached. , „ , „ „ „ „ �
engineer are not considered to be special inspections. 2. 0 enin s 4 -1 to 6 -0 ------------- 4 x 3Y2 x Y4 BRG. BEARING NOM. NOMINAL � �
q. Framing Notes: P _ g „ „ rn
1. Exterior walls: 3. Openings 6'-1" to 8'-0 ------------- 5" x 3Y2 x Y4" CANT. CANTILEVER N.W. NORMAL WEIGHT � r.� 'n
FOUNDATION DESIGN: • ° 4. 0 enin s 8'-1" to 10'-0" 6" x 3Y2" x 5/s" C.J. CONTROL JOINT O.C. ON CENTER � °' �
A. All exterior walls are 2x6 studs C�? 16" o.c. to a maximum height of 12'-6', 2x6 P 9 ------------ N
CMU CONCRETE MASONRY UNIT OPNG. OPENING � �
a. Desi n of individual and continuous footin s is based on a maximum allowable bearin ressure studs � 12" o.c. to a maximum height of 14'-6", and (2)-2x6 studs C�? 16" to a (Multiple angles shall be oriented back-to-back) �j -o �t- a,
9 9 9 P , „ , „ CEM. CEMENT OSB ORIENTED STRAND BOARD rn
of 2000 psf (dead load plus full live load). maximum height of 17 -4 unless otherwise noted. Walls taller than 17 -4 shall c. Stone or brick veneer shall be supported on dry-stack CMU units to the foundation, or CLG. CEILING Fj' PLATE z � �o
be framed with manufactured laminated studs. Contact en ineer for s acin provide steel angle support per details on the drawings. � o �
b. Foundation and retaining walls have been designed using a lateral pressure of 55 pcf. 9 P 9 � CENTERLINE PLYWD. PLYWOOD � � a,
c. Footin s shall be laced on the natural undisturbed soil, or com acted structural fill er the requirements, if not indicated on plan. Cap with a double top plate installed to (� ��
9 p p p CLR. CLEARANCE PKT. POCKET `.
recommendations of the geotechnical engineer, below frost depth. provide overlapping at corners and at intersections with other partitions. If overlap COL. COLUMN R.O. ROUGH OPENING ~ �' x
is not ossible, stra to lates with metal stra ties Sim son ST292 or GENERAL REQUIREMENTS: Z
d. This foundation has been designed according to the design recommendations set forth in P P P P P � P CONC. CONCRETE RAD. RADIUS Q •� � �
geotechnical report No. 112 237A by Hepworth-Pawlak Geotechnical. The contractor shall follow equivalent). CONN. CONNECTION REF. REFERENCE � �
a. Structural erection and bracing: The structural drawings illustrate the completed structure J
the construction requirements from this same report. B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT � �
e. Provide continuous foundation drains around the erimeter of all basement walls and at the trusses unless a roved b en ineer. with all elements in their final positions, properly supported and braced. The contractor, in �
p PP y g the proper sequence, shall provide shoring and bracing as may be required during construction CONST. CONSTRUCTION REQ'D REQUIRED � •�
base of retaining walls. Contact geotechnical engineer for details. C. Floor or roof framing members must be aligned to bear within 5 inches of the to achieve the final completed structure. Contact structural engineer for consultation (not in C.P. CRIPPLE POST RET. RETAINING Z �
f. Provide crawl space ventilation per IBC/IRC requirements. studs beneath. C.W. CRIPPLE WALL REV. REVISION � �
A re resentative of the eotechnical en ineer shall verif soils conditions and t es durin D. Provide 7 16" thick APA rated sheathin I wood or OSB rated 32 16, ex osure 1, contract) as required. U N �
9• P 9 9 Y YP 9 � 9 �P Y ) � P DBL. DOUBLE R.S. ROUGH SAWN _ �
excavation. Because eotechnical information was not available at the time of re aration of at exterior face of exterior walls. Block all horizontal oints and nail anels with 8d b. The architect and/or contractor are responsible for checking quantities, dimensions and � � c�
9 P P J P DET. DETAIL SCHED. SCHEDULE
construction documents, we have assumed values based on similar sites in the area. nails s aced at 6" alon anel ed es and at 12" alon intermediate su orts. coordination with other trades. �- � o0
P 9 P 9 9 PP DIAG. DIAGONAL SECT. SECTION �
Construction of the foundation may not proceed without verifying these values. Report any E. Provide 3 -2x10 headers over all door and window o enin s, with one 2x6 trimmer c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do .,.� X o
� � p g not scale drawin s. DWL. DOWEL SHT. SHEET /� � o c�
discrepancies from design assumptions to structural engineer for re-evaluation of foundation and one 2x6 king stud each end, unless otherwise indicated. g DWG. DRAWING SIM. SIMILAR 1■1■ � 0°
design. F. At beam bearin locations in stud walls, rovide multi le-stud osts e ual to width d. Construction practices: General contractor is responsible for means, methods, techniques, � �
g P p p q se uences and rocedures for construction of this ro ect. Notif structural en ineer of EA. EACH S.I.P. STRUCTURAL INSULATED PANEL � � � �
h. Backfill around and above structural buttresses and retaining walls shall be compaction-tested of bearin member unless noted otherwise. q P P � y g
g omissions or conflicts between the workin drawin s and existin conditions. Coordinate E.J. EXPANSION JOINT SPEC. SPECIFICATION
per the recommendations of the geotechnical engineer. 2. Interior Load Bearin Walls: g g g
9 ELEV. ELEVATION SQ. SQUARE
i. Do not backfill against retaining walls until supporting elements (such as floor framing) are in A. Interior load bearin walls are 2x4 or 2x6 studs as indicated on lan � 16" o.c. requirements for mechanical/electrical/plumbing penetrations through structural elements with
„ g � p � structural en ineer. Jobsite safet is the sole res onsibilit of the contractor. All methods ENG. ENGINEER STD. STANDARD
place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each with 1/2 gypsum wallboard both sides unless noted otherwise. Cap with a double g y P y EQUIP. EQUIPMENT STL. STEEL
side of a free-standing retaining wall to final grades as indicated on plan or section is used for construction shall be in accordance with the latest editions of the IBC/IRC.
top plate installed to provide overlapping at corners and at intersections with other EQUIV. EQUIVALENT STRUCT. STRUCTURAL
required unless temporary shoring is installed. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the
partitions. If overlap is not possible, strap top plates with metal strap ties EXSTG. EXISTING T&B TOP & BOTTOM
j. Verify type of fill with soils engineer and structural engineer prior to backfilling. (Simpson ST292 or equivalent). details that are shown for like conditions. These items shall be brought to the attention of �E) EXISTING T&G TONGUE & GROOVE �
the structural engineer as soon as possible for approval. Approval shall be obtained prior to �
REINFORCED CONCRETE: B. Floor or roof framing members must be aligned to bear within 5 inches of the installation. EXP. EXPANSION T.O. TOP OF
studs beneath. f. All waterproofing and flashing is the responsibility of the architect and contractor. EXT. EXTERIOR T.O.C. TOP OF CONCRETE
C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer It is the res onsibilit of the contractor to contact the structural en ineer at the a ro riate F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING �
a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 9� P Y 9 PP P .�
and one 2x4 or 2x6 king stud each end, unless noted otherwise. time to erform site observation visits. Observation visits to the obsite b the en ineer are FDTN. FOUNDATION T.O.L. TOP OF LEDGE
318) as adopted by Chapter 19 of the 2009 IBC. D. At beam bearin locations in stud walls, rovide multi le-stud osts e ual to width p � y g FLR. FLOOR T.O.M. TOP OF MASONRY �
b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. g P p p q for determination of general conformance with the construction documents and shall not be
of bearing member unless noted otherwise. construed as inspection. FRMG. FRAMING T.O.W. TOP OF WALL � �
c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing 3. Floor Construction: h. Though every effort is made to provide a complete and clear set of construction documents, FTG. FOOTING THRU THROUGH � �
chloride salts shall not be used. A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and GA. GAUGE TRANSV. TRANSVERSE
d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along continued communication between the contractor, architect and engineer to provide the best GALV. GALVANIZED TRTD. TREATED � ^ �
Concrete Practice. �
e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. panel edges and at 12" along intermediate supports. Install sheathing with long possible structure. These drawings have been prepared for the use of a qualified contractor GEN. GENERAL TS TUBE STEEL COLUMN
f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and dimension perpendicular to joists and end joints staggered. experienced in the construction techniques and systems depicted. G.L. GLUE-LAM TYP. TYPICAL ■ � �
spaced at a minimum of 10 bolt diameters unless noted otherwise. B. Provide solid blocking between floor joists at all bearing locations. Blocking material GYP. GYPSUM/GYPCRETE U.N.O. UNLESS NOTED OTHERWISE � �
g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor shall match the floor joist material. HDR. HEADER VERT. VERTICAL 1.�1
4. Roof Construction: HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD r�
bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. »
h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall A. Provide 5/8 thick APA plywood sheathing rated 40/20, exposure 1 at non-sips 2009 �BC FASTENING SCHEDULE* HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE � .�
> » area. Install sheathin with lon dimension er endicular to rafters or trusses and HT. HEIGHT W.P. WATERPROOF
have sawn or tooled control joints at a maximum spacing of 10 -0 in each direction. Locate g g p p „ *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE �
end joints staggered. Nail with 8d nails spaced at 6 along panel edges and at INT. INTERIOR W.W.F. WELDED WIRE FABRIC
control joints along column grid lines where possible and provide slab isolation joints around „ �d �
columns. 12 along intermediate supports. INV. INVERTED WD. WOOD
B. PI wood sheathin shall be a lied continuousl over the rimar roof inembers CONNECTION FASTENING°� b JST. JOIST W/ WITH � � �
i. Concrete coverage for reinforcing steel: y g PP y P y K KING STUD W 0 WITHOUT
1. Concrete cast against and permanently exposed to earth: 3" (rafters or trusses) below overframed areas to provide adequate lateral stability. �. �oist to si�� or girder 3 - 8d common toenai� / �
2. Concrete ex osed to earth or weather: C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. � „ �
P 3 - 3" x0.131" nail
A. #5 bar and smaller 1 1/2" See nailing schedule. 3 - 3" 14 gage stapie �
B. #6 through #18 bar 2" D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing 2, Bridging to �o�st 2 - sd common toenail each end � �
3. Concrete not ex osed to weather or in contact with round: locations. Blocking material shall match rafter, truss chord, or lookout material. 2 - 3" X o.�3�" na��
P 9 ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A
5. Wind Bracing: 2 - 3" 14 gage staple ■ �
A. Slabs, walls, joists (#11 bar and smaller) 3/4" SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED �
A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and 6. Sole plate to jo�st or blocking isd at �s" o.c. typical face r,a�i �
B. Beams, columns 1 1/2" are indicated as shear walls on lan have been desi ned to resist wind forces in PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. Q�
P 9 3" x0.131" nailat8" o.c. �
REINFORCING STEEL: accordance with Table 2306.7 of the 2009 IBC. 3" 14 gage staple at �2" o.c. CONNECTION SCHEDULE TOP FACE JOIST • �
B. At shear walls> screw 1/2 gypsum wallboard to all studs and to top and bottom - � �
Sole plate to joist or blocking at braced
plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. wa�� anel 3 - 16d per �s" braced wall panels q SIMPSON H5 - (4)-8d 4 -8d � ' �
a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI P 4 -3" X o.i3i" nail er is" � � � rT
Manual of Concrete Practice. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by � � P _
engineer. (4)-3" 14 gage staple per �6" �B SIMPSON U14 (14)-16d (6)-10dx1Y2 � �� �
b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM 7. Top plate to stud 2 - �sd common end nail
Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note 3 - 3" X o.�3�" na�� 0 SIMPSON LUS210 - (8)-10d (4)-10dx1Y2
STRUCTURAL INSULATED PANEL SYSTEMS (SIPS):
on plan, or bars to be welded, which shall be grade 40. 3 - 3" 14 gage staple Q� ^
OD SIMPSON ITS2.37/11.88 (4)-10d (2)-10d
c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless s. stud to soie iate 4 - sd common toenail � �
a. Structural building panels consisting of an EPS foam core sandwiched between wood OSB p
specifically approved by engineer. 4 - 3" X o.i3i" na�i ED SIMPSON ITS1.81/11.88 (4)-10d (2)-10d - •�
panels may be used for wall framing and roof sheathing as indicated on the drawings. � �
d. At corners, make horizontal bars continuous or provide corner bars. Around openings and 3 - 3" 14 gage staple
, „ b. Panels shall span the direction indicated on the drawings. F� SIMPSON HB3.56/14 (6)-16d (16)-16d (10)-16d
steps in concrete, provide (2)-#5 bars extending 2 -6 beyond edge of opening or step. c. Individual panels shall be designed by a representative of the manufacturer who is a registered � �
e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located Colorado engineer. Manufacturer shall supply or specify top and bottom plates, integral studs, 2 - 16d common end nail OG SIMPSON A34 (BOTH SIDES) - (4)-10dx1Y2 (4)-10dx1Y2
on plan or details, coordinate cold joint locations with engineer. connecting splines, headers, sills, and fasteners to support the dead and live loads indicated 3 - 3" X o.i3i" r,a�i _ �
f. Welded wire fabric shall conform to ASTM S ecification A-185. La welded wire fabric a 3 - 3" 14 gage staple OH SIMPSON LSSU410 (10)-10dx1Y2 (7)-10dx1Y2 �
P P on the structural drawings. � �
minimum of one full mesh lus two inches. La s shall be wired to ether. 9. Double st�ds 16d at 24" o.c. face na�� �
P P 9 d. Caulk, adhesives and foam sealants shall be approved by the manufacturer to be compatible ID NOT USED
E ox adhesive for reinforcin dowels shall be "Hilti" or "Sim son" or a roved e uivalent with all com onents of the anel and ad acent materials. 3" x o.131" nail at 8" o.c.
g' p y g p pp q P P J 3" 14 gage staple at 8" o.c. J� SIMPSON LUS210-2 - (8�-10dx1Y2 (6�-16d �
adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall e. Manufacturer shall certify that panels have been tested in accordance with ASTM E-72 for 10. Double top plates 16d at �s" o.c. typica� tace nai� �
be according to the manufacturer's specifications. structural integrity. 3" x o.i3i" r,a�i at �2" o.c. OK SIMPSON IUS2.37/11.88 - (10)-10d - � � �
h. Metric bar size conversion table: f. The OSB skin shall be identified on the panel with an APA performance rating mark, with an 3" 14 gage staple at �2" o.c.
METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 Exposure 1 durability rating. 0 SIMPSON HUSC210-2 - (8)-10d (8)-10d � �
INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 g. Store panels in an area protected from sunlight and moisture. Support panels so as to Double top plates 8 - 16d common iap splice 0 SIMPSON MIU3.56/11 - (20)-16d (2)-10dx1Y2
prevent contact with the ground and to prevent warping. �2 - 3" x o.�3�" nai� �
STRUCTURAL WOOD FRAMING: h. After installation, panels shall be covered to prevent contact with water on all exposed panel i2 - 3" 14 gage staple typical face r,a�i ON SIMPSON MIT414 (4)-16d (4)-16d (2)-10dx1Y2 � �
edges. 11. Blocking between joist or rafters 3 - 8d common toenail . p�
a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch i. Submit shop and erection drawings to the architect and engineer for review prior to to top plate 3 - 3" X o.�3�" na�� � SIMPSON LGU3.63SDS H=13.938 - (16)-SDS Y4"x2Y2 (12)-SDS Y4"x2Y2 �
#2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas
fabrication. 3 - 3" 14 gage staple
Fir-Larch #2. j. Installation shall be in strict accordance with manufacturer's published instructions, details, 12. Rim joist to top p�ate sd at 6" (152mm) o.c. toenai� �
b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. and the drawings that are part of the contract documents for this project. Any conflicts or 3" x 0.131" nail at 6" o.c.
c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs changes shall be resolved in writing. 3" 14 gage staple at s" o.c. I-JOIST OR LVL
per plan and shall be nailed together with 2 rows of 16d nails Cs� 6" on center along each 13. Top plates, iaPs and intersections 2 - isd common face naii HEADER TO MATCH
stud. STRUCTURAL GLUED LAMINATED TIMBER: 3 - 3" x 0.131" nail DEPTH OF FLOOR
3 - s" 14 gage staple � J L J ,101STS desi ned b RSS
d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of g y
14. Continuous header, two ieces 16d common 16" o.c. alon ed e � �
16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at a. Materials, manufacturer and quality control shall be in conformance with AITC Product P g g X RSS
Standard PS 66-82, "Structural Glued Laminated Timber��. 16. Continuous header to st�d 4 - sd common toenail Q � � drawn by
24" on center. �
b. Laminated members shall be fabricated usin Dou las Fir with the followin combination 3 - 8d common toenai� � � � y TDH
e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed g g g 19. Rafter to plate � checked b
directl on concrete walls or slabs shall be ressure-treated Hem Fir 2. symbols: (see section 2308.10.1, Table 23os.�o.�) 3 - 3" x o.i3i" r,a�i J J
Y P # 3 - 3" 14 gage staple I
f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, 1. 24F-V4 Simple-span beams o L J o ISSUed
shall have a continuous water roof inembrane between the concrete and the wood. 2• 24F-V8 Continuous or cantilever beams 23. Built-up corner st�ds isd common 24" o.c.
p 3" x 0.131" nail 16" o.c. r , r ,
g. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column 3. 3 Columns 3" 14 gage stap�e �6" o.�. PROGRESS 07/02/12
above shall be provided within floor joist spaces and in wall spaces below. Door or window c. All members shall be Architectural Appearance Grade, unless indicated otherwise by the
architect. 2s. ,loist to band joist 3 - 16d common face nail
trimmers consisting of a single stud do not require special blocking in the joist space. 5 - 3" X o.i3i" nail PERMIT 07/13/12
d. Protect members from damage or exposure to moisture prior to and during construction.
h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening q 5 - 3" 14 gage staple REVISED �8 14 12
e. Adhesive shall meet the re uirements for wet conditions of service.
Schedule" on the drawings (2009 IBC Table 2304.9.1). f. Do not camber laminated members unless indicated on the drawings. NoTES:
i. Bolts used for wood framing connections shall be installed with standard washers and nuts. Portions of lued-laminated timbers that are ex osed to weather and not rotected b a roof » REVISED �8 29 12
j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson g' g P P y For S�: � inch = 25.4mm. 2 3/8" x o.��3" nai�s and 3" x 0.�3�" nai�s are standard 8d and 10d Gun nai�s. 2 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4 = 1 '-0" / /
or similar covering shall be pressure treated or be manufactured from naturally decay
Company shall be used to join rafters, joists or beams to other beams at flush-framed a. Common or box r,a�is are permitted to be used except where otherwise stated. TMBR. PRE 02/01 /12
resistant wood. S1
conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type b. Staples shall have a minimum crown width of 7/16 inch.
U or Type HU hangers of a size specifically designed for the member supported, as shown in STRUCTURAL STEEL: REVISED �2 � 3�� 2
the manufacturer's published tables. Contact structural engineer for details as required. SEE FRAMING PLANS REVISED 06/07/13
k. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be a. Structural steel shall be detailed, fabricated and erected in accordance with the most current FOR HEADER SIZE
ripped to match the width of the wall or beam flange. Nailer plates supporting top flange editions of AISC Specifications and Code of Standard Practice.
hangers from one side only shall be installed flush with the face of wall or beam flange at b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and
the hanger locations. angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. PROVIDE A MINIMUM
I. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load sheet
c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and OF ONE KING STUD,
carrying capacity and deflection criteria to BCI 90 2.0 series joists in the depths and spacings bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4"b unless noted OR AS SPECIFIED ON
indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required otherwise. PLAN
by the manufacturer. OSB rims shall conform to ANSI/APA PRR 410-2010 for Engineered d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum
Wood Rim Material and shall be a minimum of 1Ys" wide Grade B. number of 3/4"4� bolts called for in Table 10-1 or combination bolts and welds in Table 10-2 � POSTS SPECIFIED ON PLAN
m. Laminated veneer lumber (LVL) shall have the following minimum properties: INDICATE TRIMMERS ONLY AND
of the AISC Manual (Thirteenth Edition). DO NOT INCLUDE KING STUDS
1. Flexural stress --------------------------- 2600 psi e. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent with
2. Modulus of elasticity ----------------------- 1,900,000 psi
3. Tension parallel to grain --------------------- 1850 psi the following minimum embedments:
» »
4. Compression parallel to grain ----------------- 2310 psi 1. 2 � ---------- 2 2
5. Compression perpendicular to grain (parallel to glue line) 750 psi 2• 5�s��� ----------- 3"
6. Horizontal shear ------------------------- 285 psi 3• 3�4��� ----------- 4�� � TYPICAL WINDOW/DOOR HEADER SCALE: 3/4" = 1'-0"
7. Connection of multiple-member beams: f. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved S�
JOB #1204- 14
2'-0
#4 DWLS x � 5" CONC. SLAB PER PLAN i �� i �� i ��i �� i ��
C�? 24" O.C.
� � � � � � � � 8'-11" � � 15'-0" �
8025'-6
T.O. SLAB _ 3'-0" I 2'-1"
� - � a
SEE PLAN �
8024'-10 �� � k "x` � <x, ;��u ���_5» I
T.O. SLAB T.O.W. -
� , � ��� � ��,
� ������ , �`��r'o�$q o 0
�' �� ���r �2'� � �`�°°40��SO;� I I
, �,�/\�j�j�\j o i/%/'%/'%/.,i � I »
8050 -0 ��`%i���; ���i��i�ii i; � 6'-5 � 12,I �„ 12'-0»
� �
- � � � u (1)-#4 CONT. HORIZ. �;�� ` �2" RIGID INSULATION 5" 1'-4" ��-3�2" 1'-5�2"
T.O. WALL ° � _ �'%`��i " a° i��
. a ° � � 1'-5»
N ��oe����;o�aoa�� PER ARCH., TYP.
8049'-33/ ������`� ��` � � ,
9 -3„ 9,_3„
T.O. DECKING � � � � �" � � '� ' °'" '� T.O.W 1= 8050'-� � >, ��— I - - '� I
\/ //�j�/
� u �I ����` � CONC. SLAB 1 - 5 CONT. HORIZ. � MID-HT.
, � � � , 5„ 5., � ) # T.O.F. - 8039'-1 10
OC TYP. %��' PER PLAN . T.O.W. = 8046'-0 � I I I �
��I�il, a_ T.O.F. = 8036'-1 � - �, � �
I < � z \ � STEP •� a, I
2x DECKING �=� � - #5 DWLS x � __ _ T.O.F. � � � �
PER ARCH. a
� � 48" O.C. � � T.O.W. = 805 '-0 z �'�
\
li �
LEDGER PER PLAN�
_ �
-� 6" I � T.O.F. � 8036I'-1 I � o �
� � O Uj � �.�
� 2 - 5's CONT. in �
I I I
( ) # , rn
._ _ , _ 3 • X
T.O.W. = 8 0 4 6' 0 I T.O.W. = 8 0 4 9 4/ Z
�
� . HORIZ. TOP & BOT. , � 10' I $ � = a
„ , „ 8018'-7 4 �e��. _ T.O.F. = 8036 -1 � I ��° ��_��� ,' � T.O.F. = 8036'-1 o Q •�. � �
�oo� � ° �» 5» - � / � a�
5 SCALE: 3/4 = 1 -0 T.O.F. o���€�o�� �, Q . I �
� o � � I ,�-1 _ - � S i T.O.W. = 8050'-0 � �
�
S2
x�.'�`� pp '� .—
�`�4� :e,��; � � / 3 � �
� � � � � T.O.L = 8049'-4/8 � p�
S6 B I -I � - � — T.O.F. = 8036'-1 I O �
PERIMETER DRAIN „ „ „ o °� o / U cv �
PER SOILS ENGINEER 4 10 4 I 1- N I� / I � � �
8050'-0 �
2x6 STUDS @ 16" O.C. � r � ' 2'-0" > 3 � � x �
W/ Y2,> PLYWD. OR OSB � T.O. SLAB 1'-6" %// � \ -�— T.O.W. = 8049 -4/s � o 0
SHEATHING \ 2 � � T.O.F. = 8036'-1 � � � m
Y2„�x10" A.B.'s � 48" O.C. IN SCALE: 3/4" = 1'-0" \�— — — - —I _4 ^N — -- — � � v � >
CONT. TREATED 2x4 �', TYP. S2 `' 4 I � I >I �� o ° I �
Y2"Dx10" A.B.'s � 48" O.C. T.O.W. = 8046'-0 S2 STEP T.O.W. = 8050 -0
IN CONT. TREATED 2x6 �' � CONC. TOPPING PER PLAN I T.O.F. =I 8036'+1 � `V
\ T.O.F. = 8036'-1 � T.O.F.
SLOPE 2x4 OR 2x6 � CONT. TREATED 2x6 � W/ � � I � \
� 8050'-0 " ; --� STUD BRG. WALL ;- 16d DRIVE PINS C�? 16" O.C. 10"
T.O. WALL I
° 5" CONC. SLAB PER PLAN / (IF HEATED SLAB, GLUE h' � — — - - � '�
I ° a 8049'-7 � TO CONCRETE) ao 2'-0" � 1'-0" =� � / 4 �
� �
� T.0 LEDGE � I � � � � T.O. PLYWD. ' I � - - T. .W. = 8043-6 � � �
' , - 8025'-6 � I ���� T.Q.F. _ �030'-5 � 4 -� � I S2 Q . �
� T.O. SLAB � S3 � STEP �� �
� �
� � �
�
a
� � � � � � x x. � S31 I I / T.O.F. _ � �
� � ,o �e_ 7'-0" � 1
i u x x u �x x ° k' �xx� X ,X�` - T.O.W. = 8050'-0
> , � � o � �
,� e .g��,: ~;a� on� e�
#4 s VERT. x 2 -6 C�?� �_ � _����a�o�oo� ° � ° �a � ��� " STEP , , , „
� 2 -8�4 3�4 T.O.L = 8049'-4/$ S3 �
� I ��� � ���° , o _ 3 T.O.W. 8043-6 3
„ , ° ' ��� , ���`��., , »
16 O.C. w� (3)-#4 s � ; ����,�� 1 -0 T.O.F. ...� _, �_ T.O.F. = 8036 -1 1'-2" 4'-0" � �
,� � � ' ° ° � ����;� T.O.F. 8024 -10 '
� 16" O.C. HORIZ. � �� ��,��� �� > „ „
(2)-#5's CONT.�� o;��: ��� T.O.W. = 8036 -33/a E _ , � 41 51 � ., �
% �� > � T.O.W. = 8043 -6 �-,o �2 �2 �
23�4�� HORIZ. TOP & BOT ;.� ,�! � T.O.F. = 8024 -10 , 6 . � �
LVL JOISTS PER PLAN �'� EQ EQ ' v � I I � � T.O.F.I = 8024 -10 �
N N � � O
� , BLKG. PANELS � 24" IN OPTION 2 � � — I S5 I � � �
_�
��,. 1'-8" � T.O.W. = 8050 -0
i i i��; FIRST JOIST SPACE W� � �
,�i��%�%��%�i _
%�i �;i (5)-8d NAILS INTO EA. � i o T.O.L. = 8049'-43/$ � i �
�' ��^� u PANEL, TYP. ' � o � T.O.F. = 8030'-5 ' � C� �
�'� � � N a � � 7 \\\V � �
�
� CONT. 13/4x14 LVL LEDGER W/ 2x4 OR 2x6 � CONT. TREATED 2x6 �j' W/ 2�- I ��-��� I \ � � S5 I STEP o � �
� 5/a"�x5" EXP. ANCH.'s � 16" O.C. % 16d DRIVE PINS Q 16" O.C. - �� T.O.W. = 8036'-33j4 \ � T.O.F. � � �
� (STAGGERED) STUD BRG. WALL �; � 0 10 I T.O.F. = 8024'-10 �
�' a „ ; IF HEATED SLAB, GLUE �' � �
a 5 CONC. SLAB PER PLAN �
5 5" PROVIDE WATERPROOF � TO CONCRETE o \ - �
MEMBRANE BY OTHERS, TYP. � � � 3 I I _ � \ � T.O.W. 8043 6 � ., �
#5's Ca? 16" O.C. HORIZ a ., ; 8025'-6 , � SZ � o � \ � T.O.F. = 8 24' 10 �
� CRAWLSPACE � � � ' u a �, � T.O. SLAB � � � � � � � � � �
5 s � 8" O.C. VER T. �����i���,�� ° ° ° a ° x � � � - 3 I I I � I � � `� � ' F� g��
# � i`�`%`���� �.�_ _� x . . x , xy � _ � o � I STEP \ _ � �XJ
� � � ;':� T.O.W. = 8036'-3/4 , I
i;��� �a oro°��� � �� y����w � � c° I T.O.F. = 8024 -10 I T.O.F. T.O.W. = 8043'-6 � = � r�
$
� ��_ � _ I I
° � ° o -� �,� o � I T.O.W. = 8028'-0
� \%:/� %\�%\� i i�r \,"
�� , �o' �,�,�, -. T.O.L. = 8027'-6 > V ° - • � �
2 - 5 s CONT. , , , , , I T.O.F. = 8024 -10 �
# ���' ������ �2" RIGID i� T.O.F. = 8020'-11 � � � o — �
HORIZ. TOP & BOT ���� , EQ• EQ• ;��' � E T.O.W. = 8043'-6 � � �
>� � � � INSULATION PER � - i� �
��_8„ � ARCH., TYP. � 7" � 3" � �� - - 00 o T.O.F. = 8024'-10 � � rT,
_ _ . . I �4
'a � ° OPTION 1 - ;� � 2'-0"� � � �'-7" o� _ °' � �
a � (2)-#5's CONT. i' � — — — � \\\\ i � _ � e,
u � HORIZ. TOP & BOT. 1 SCALE: 3/4" = 1'-0" 2 � � _ � _ _ 2 � � �
/ � — — — — �
S2 ' � �\ � 6 � g» � � • �4
� -- � N �
^� SEE PLAN STONE VENEER ANGLE SUPPORT T.O.W. = 8025'-6 STEP �o o �- — �, 1'-11" �. o
� � �
T.O.F./B.O.W. �o T.O.F. = 8020'-11 T.O.F._� I S2 � � � �
HEIGHT OF ANGLE EXPANSION � � � I I � I � I I °' o
4 SCALE: 3/4" = 1'-0" VENEER SIZE ANCHORS `- � � T.O.F. = 8025'-2 T.O.W. = 8036�-33�4 I I � � �
S2 ,> » „ - -- T.O.F. = 80185-7 I � � �
T.O.F. = 8024'-10 3 I
I C � �
UP TO 8' 6x6x5/6 3/4 � x 5 C�? 30 q 8025'-6 S2
- 8' TO 14' 6x6x5/s 3/4"�b x 5" C�? 18" � - - T.O. SLAB ��-0" I 4'-0" I ' �
2x6 STUDS � 16" O.C. �I I I-JOIST BLKG. PANELS C�? 14' TO 20' 6x6x3/s 3/a��� x 5" � 12" I 6" I � � 3 �� o _ _ , i 3� � � �
W/ Y2 PLYWD. OR OSB i 24" IN FIRST JOIST SPACE �`--� � � �
SHEATHING - � W/ (5)-8d NAILS INTO EA. 20' TO 26' 6x6x3/$ 3�4��� x 5" Ca? 12" � � � � — IS6 � S� T.O.W. = 8036�-33/4 � � �
PANEL, TYP. � I �� � �? T.O.F. = 8024'-10 �
i' I NOTES: ao , „ , „ I 1 -0 I STEP
1Y2" LTWT. CONC., TYP. _ I I 2 -0 2 -0 S2 T.O.F. _ � �
Y2"�x10" A.B.'s Ca? 48" O.C. _' 1. THIS SCHEDULE IS FOR NON-BATTERED STONE o 4'-0" � 8'-11" 18'-1" 2'-0" �
IN CONT. TREATED 2x6 � `� �__, I � 8036'-6 VENEER WITH A MAXIMUM THICKNESS OF 7". _I I �
8036'-33/4 i � ;�� � � � �� �� - �� - CONTACT ENGINEER FOR OTHER CONDITIONS. N 6 CO
T.O. PLYWD. �
T.O.W. I �I � II 2• LOCATE ONE EXPANSION ANCHOR AT 6" FROM S6 � _ � � � I
I ° I° ] ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. — - - - -
� � - 3. ANGLES MUST BE ORIENTED AS SHOWN. � � _ _ I - _ - _ _ I �y2'_ - _ - - � ' �
�
STONE VENEER PER ARCH. — �-J �'' '� � T.O.F. = 8022'-7 11 i
� � � �:CSW: _�0�5'-� � _ q-
� , ; SPREAD FOOTING SCHEDULE � T.o.F. = 80�8'-� � _ o � ss 0° ' designed by RSS
a
CONT. L PER SCHEDULE i �'
� T.O.W. 8025' 6 � �
, 2 -0
„ „ I RSS
SEE SHEET S2, TYP. �\ ---i 5 � ° I-JOISTS PER PLAN TYPE SIZE REINFORCING T.O.F. 8018'-7 _� - � drawn by TDH
I CONT. TREATED 2x12 LEDGER W q ° ° ° ° ° I �� 5" CONCRETE SLAB ON 4" CLEAN GRAVEL � -8 � checked by
� - �`����i��- -! ° 5 �° I 1'-0" = I
2 -6 x 2 -6 x 1 -0 (3)-#5 s x 2 -0 EA. WAY o0 3 -g j
�< ����� � /$ �Dx5" EXP. ANCH.'s C� 16" O.C. �. BASE ON UNDISTURBED GRADE OR �
� � �., - B 3'-6 x 3'-6 x 1'-0 (4)-#5's x 3'-0 EA. WAY � � � COMPACTED STRUCTURAL FILL PER SOILS � issued
� �"�.;�;; - (STAGGERED) rn E
� 4'-0 x 4'-0 x 1'-0 (5)-#5's x 3'-6 EA. WAY A _ I � ENGINEER. REINFORCE SLAB WITH I STEP
#5's C�? 16" O.C. � - I o0 � 6x6-W1.4xW1.4 WELDED WIRE FABRIC � PROGRESS 07/02/12
#6 DWLS x c° � � a � VERT. & HORIZ. D 4'-6 x 4'-6 x 1'-0 (5)-#5's x 4'-0 EA. WAY � � �� � THROUGHOUT. PROVIDE 1" DEEP SAWN T.O.F. ,
C� 12" O.C. :� � � J � OR TOOLED CONTROL JOINTS AT 10'-0" 5 , PERMIT 07113/12
1'-4 \ � Y2" EXP. MAT'L, TYP. E PLAN DIMENSIONS #5's � 12" O.C. EA. WAY �� � I MAXIMUM SPACING EACH WAY. '
z � � ���� REVISED 08�14�12
� (2)-#5's CONT. � 5" CONC. SLAB PER PLAN N�R TH �Q . � _ �� � T.O.W. = 8028'-0 R������ 08 �g ,� �
HORIZ. TOP & BOT. � \ Q � � � � � _ I I 2 T.O.F. = 8018'-7 �I � �
� � � � �`' 8o25'-s � � � � � ' ` �� � � � �� � SCALE: 1 4" = 1 '— 0" I � °' i' I .� I s2 T.o.w. = ao25'-6 0 � TMBR. PRE 02�01 �12
� #5 s TRANSV. o � 5 S4 � , I � I
c� �2" O.C. � T.O. SLAB PLAN NOTES _i � T.O.W. = 8024 -10 � T.O.F. ^ 8018'-� REVISED 02 13 12
I I �>_8„ I i� ��
� S6 = T.O.F. = 8018'-7 i� 'n
SEE PLAN � ��'X;��� xx>" X�� '>�� 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: � , .�-�Q �� � - - - — B REVISED 06�07�� 3
�f.e��,.���� � �� z �� T.O.P. = 8031 -6
T.O.F. � 3� T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING , S6 ����
o � • e � e � — c��° °���� o � � � I � �
o�O� ` � � , �°� � 2" RIGID T.O.L.=TOP OF LEDGE B.O.W.=BOTTOM OF WALL � T.O.F. = 8019 -6 �
_ �
° .��o,�. �. � � �' �� �� ��%�%'��' � �
v� .� �_�, a �i����i%' INSULATION PER � 6 6
� ', ° • ��' � ARCH., TYP. 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT V � -� �
- � � � - I -- ;� o -- _ - sheet
� " ��i \ THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. �o o S� 0 4 I o
� (6)-#5's CONT. I I 8 N , „ I
PERIMETER DRAIN _ _ � LONGIT. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: ____�� GD�G 1'-0 C 13'-0" D S6 S6 1 -0
PER SOILS ENGINEER _ 2' 0" 10" 1' 0" � 1ti __ 1'-0" 9
4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS Q��� 14'-0" - 17'-0" S6 0
3'-10" UNLESS NOTED OTHERWISE. I I I I I
5. CONCRETE FOUNDATION WALLS ARE 10" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 31'-0"
3 SCALE: 3/4" = 1'-0" 18" WIDE UNLESS NOTED OTHERWISE.
S2 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND
CONTRACTOR. 3'-0" 8'-11" 2'-1" 15'-0"
7. POSTS FROM ABOVE ARE INDICATED: � � � � � �� � � � B � � � �OB #� ZO�-- � 4
STEEL COLUMNS FROM ABOVE ARE INDICATED: �■ � � � � � �� � � �
� � � , � � �
8. DO NOT SCALE DRAWINGS.
/ � / / /
� 2x6 STUDS C�? 16" O.C. � � � � � �
STONE VENEER PER ARCH.� � � 1
W/ Y2" PLYWD. OR OSB � E � D � C � B � A �
SHEATHING � � � � �
� I-JOIST BLKG. BTWN. �_-��
2x6 STUDS � 16" O.C. � � JOISTS C�? BRG. 2x DECKING PER ARCH. ,� i i � MULTIPLE SILL h''s
W/ Y2" PLYWD. OR OSB \ / CONC. TOPPING PER PLAN
� � /
SHEATHING � 1Y2" LTWT. CONC., TYP. RIPPED SLEEPERS �=--i �x ' �
\ � PER PLAN �,I � c^ `J r:� 8049'-7 I I I
,, - 8036'-6 8049'-33/ ! T.O. PLYWD.
=� � X ; �� _ x ; � ��
1Ysx11�/$ OSB RIM T.O. PLYWD. T.O. DECKING / III I
��� ,x N �
QG TYP.� �� II��I LVL JOIST
` � PER PLAN
,�_ �
� � � � �
'��,i� �I ��I DECK JOIST=� �� � BEAM PER PLAN I I 4 I I I � °' �
° �� HEADER PER PLAN PER PLAN � o�
�� II � PACK WEBS SOLID FOR HANGER S3 U � °' �
I-JOISTS PER —' � � - - WATERPROOFING ATTACHMENT W/ 5/$"� THRU-BOLT z °' �
PLAN PER ARCH. Ca? 24" O.C. (STAGGERED) - � o 0
2x6 STUDS C�? 16 O.C. � � � �
„ 3 SCALE: 3j4„ = 1'-p„
W/ Y2" PLYWD. OR OSB I I I I ~ ��
z � X
SHEATHING S3 I 4 Q .� � �
NON-STRUCTRUAL i i CONC. TOPPING PER I I I I S3 I J �
3 °° = PLAN BEYOND �
� SCALE: /4 1'-0" INTERIOR WALL (BEYOND) I I � ) � •�
1Y8" PLYWD. PER Z
S3 MULTIPLE SILL �'s I II PLAN (BEYOND) � �
(BEYOND) � U � °�°
8049'-7 I I I I � `n �
» STL BM. PER PLAN W/ I� � � x 00
2 STUDS C�? 16 O.C.�_ E � T.O. PLYWD. � �
W/ 2' PLYWD. OR OSB CONT. 2x �' DRIVE-PINNED � � , I I I I I � o 0
SHEATH - 1Y2" LTWT. CONC., TYP. TO TOP FLANGE � �- 8049 -4Y2 � � m
�- = T.O. P L Y W D. 1 � .; o J
RAFTERS PER 8036'-6 `,,'/ \`� QK TYP. S3 � � �
PLAN I-JOISTS PER PLAN � `, t\ °
� T.O. PLYWD. �; � A 13/4x11�/$ LVL W/ -
/ � ,, , ,
� ;%� "� PACK WEBS SOLID FOR HANGER - �0 u �`�� (2)-5/s"�x7" EXP. \\ I I I I I
, , � � O T . IIII ATTACHMENT W/ 5/$"b THRU-BOLT ��— BEAM PER PLAN (BEYOND) ANCH. � 16 O.C. � I I I I
;= � C�? 24" O.G (STAGGERED) �' I-JOISTS PER PLAN 6 �
` � ' ❑ ❑ S5 ' � �
� �� 2 SCALE: 3/4�� = 1'-p„ i 1 - - - - -. . _ _ -. .- -. .- -. _. � ��
;%' �A TYP. �I-JOISTS PER PLAN S3 � � � �O \��; � � � .� �
'� \ > ��, 13/4x11�/s LVL W/ �
r- 8050 -0 Q
,i �� = � BM. PER PLAN � \� � I (2)_5/8„�x7" EXP.
� / \ � NOTCH ROOF 2x6 STUDS C�? 16" O.C. T.O. SLAB I I � � I I I �
ANCH. C� 16" O.C. �
"�x10" A.B.'s C�? 48" O.C. IN
, �
W ' PLYWD. OR OSB
Y � Y
,
2
� 2 �
� Q RAFTER � BRG. SHEATHING � CONT. TREATED 2x4 �j', TYP. \ �� � 7
n �
\ S5 � � �
� � Y2"�x10" A.B.'s C�? 48" O.C. i � CONC. TOPPING PER PLAN 3 � ,, �
� �
2x6 STUDS � 16" O.C. IN CONT. TREATED 2x6 h' ��� , �
� W� Y2" PLYWD. OR OSB 8050'-0 ; � SLOPE � � � - - . S2 — I - - I 0�36 -Y I I - � �=� - — - � - - - � - - �� � � �
SHEATHING ,
,
� i I ,
T.O. WALL ��= I � � � i � i
6 SCALE: 3/" = 1'-p» 1 ��__ ° � 8049'-7 � i���� � � � .,
4 �
8049'-43/s I ! ' �, - � T.O. PLYWD. HQTYP. ��_
� � �
S3 T.O. LEDGE __i .;, i� EXTERIOR HEADERS ARE: � \ �
�� � � �
23/4�� � �',� ;.,� ,N, (3)-2x10's W� (1)-2x6 �\ � �
� . I�'� TRIMMER AND (1)-2x6 � I p� I �S I I �O I �
4's VERT. x 2'-8 � I
8050'-0 � STUD WALL PER PLAN # � � a I KING STUD EA. SIDE, TYP. � I 3yx i �
� 16" O.C. w/ (3)-#4's UNLESS NOTED OTHERWISE I 1� I yk3 I I �`L1 I ^
T.O. SLAB \ C�? 16" O.C. HORIZ. i a `'� � � � ' 2 -13/4 11�/$ L (2)-13/4 11�/ LVL ' � � �
� i � (3)-2x SILL R.'s PER � % � i � �
CONC. SLAB PER CONC. SLAB HEIGHT STONE VENEER PER ARCH. LVL JOISTS PER PLAN � i � i + �� i � _ g��
2 — 2
a ( LUSH) LUSI-i) D�
� i � � 3 � �XJ
PLAN S� ��PE � � 1Y2" LTWT. CONC., TYP. ���°�i `� BLKG. PANELS Ca? 24" IN S6 ��� SZ �
x / �I FIRST JOIST SPACE W/ CONTACT ENGR. DURING I I � �
8049'-7 � °° � x; L/ CONT. L PER SCHEDULE � (5)-8d NAILS INTO EA. CONSTRUCTION TO VERIFY I — �
� �
T.O. PLYWD. 8049'-4Y SEE SHEET S2, TYP. �. � y PANEL, TYP. STAIRS AND GUARDS PER IBC I[ • �
T.O. PLYWD. � ° SECTION 1607J.1 'S� �
I I _ _ `rS �
OB TYP. � `' !,<�,i�!� � ° �� — CONT. 13/4x14 LVL LEDGER W� +�` `�+ �
° �� � , �K TYP. � '%������ 5/$"bx5" EXP. ANCH.'s C� 16" O.C. �i`�' ��� `�+,�
��� II I � <ii, � � (STAGGERED) � � � '�' � - � � ^
5" 5" PROVIDE WATERPROOF i � � I I i � � �
� ` MEMBRANE BY OTHERS, TYP. J , � � - - - - - - - - - 3 '
LVL JOISTS PER � #5's � 16" O..0 VERT. � � , � � o �
PLAN I-JOISTS PER PLAN ° EXTERIOR HEADERS ARE: � �
#5's � 16" O.C. HORIZ.
,
�
BEAM PER PLAN � (3)-2x10 s W� (1)-2x6 \ S6 � �
a � CRAWLSPACE TRIMMER AND (1)-2x6 � I �
;��������>� KING STUD EA. SIDE, TYP. �
5 SCALE: 3/a" = 1'-0" z #6 DWLS x CO �`�`<`' UNLESS NOTED OTHERWISE � �
S3 � � � 12" O.C. � � I I I _ �
2 -0 � �
° ° 1'-4
#4 D WLS. x I � I � � I� I � �
� 16" O.C. N Y2"�x10" A.B.'s � 48" O.C. IN �- � I J I i �
CONT. TREATED 2x4 �, TYP. #5's TRANSV. � 16" O.C.� � ;- (2)-#5 s CONT. � 4 � �; I TE IOR EA ERS ARE �� � 4 i � � �
HORIZ. TOP & BOT. �
(1)-#4 CONT. PERIMETER DRAIN PER �' � � � � � ' � � 2)- x10' W (1) 2x6 �y�.,� S6 � � �
� CONC. SLAB PER PLAN ON SOILS ENGINEER � � RIM ER ND 1 - x6
WATERPROOF MEMBRANE N e � � �'�� �� ^ ING STU EA� SIDE, T P. �+ �
8050'-0 � SLOPE -
\ SEE PLAN I��,-� � I� � I �
T.O. SLAB _ � NLE S NOTE OT ER ISE . �
;��s�no� e e � e � e - ' , , T.O.F.
`°�°�� � � CANT. 2x10 DECK JOISTS � � I � 1Ysx11�/8 OSB RIM C�? FLOOR �
������o
. " o ������, a ° � - �� 8 - 5s CONT. +`O ��.
� � 8049'-7 I °=���a� 4 - � ) # SISTERED TO I-JOISTS � �, � PERIMETER INDICATED THUS, TYP. �
LONGIT.
8049'-43/8 `' �'aa�� _ ° T.O. PLYWD. � . � � " ��° ° �PACK OUT WEB� W� ����c,� + 8T 0 �PL WD.
T.O.W. � �� ,� _ °��� � � -�� (2)-10d NAILS C� 16" O.C. � � �
� �, a
���,������� . i � i
' 2x BLKG. C� BRG., TYP. _ � �5 � �
���� ��; � ,
� " J
� �
�,i � 4'-0" 10" 1'-2" v � — — — I I i
�' � � 9 Y RSS
���
�? � +� � desi ned b
Y2"�x10" A.B.'s � 48" O.C. ° " - 6'-0" ,�1�� I I I draWn by RSS
IN CONT. TREATED 2x6 � - � LVL JOISTS PER PLAN � � checked by TDH
5» 5'� 1 SCALE: 3/4'� = 1'-p,>
�,
PROVIDE WATERPROOF MEMBRANE 2) x1 's 16" O.0
� BY OTHERS S3 issued
„
TREATED h' DRIVE-PINNED TO L � I _ PROGRESS 07/02/12
�° LEDGER PER PLAN � � � _ _ _ _ _ I 2)-7x11 D.F. 1 _ _ � _ _ _� _ _ _ _ � � PERM�T �7�� 3�� 2
#5 DWLS X � � ° � ' ��'` (�ROPPE�) _ _ _ _ _ _ � _ _ � — p � - ' REVI SED 08/14/12
CRAWLSPACE �� � � REVISED 08/29/12
� J
� �6" o.c. � N O R TH ,�+� I ti�, � .�
1'-6 \ � Q I � +�
� IVI /`� I I V �LOOR �R AM I N G P LAN SCALE: 1 4" = 1 '-0" G � I I I a S3 TMBR. PRE 02�01 �12
PERIMETER DRAIN PER � #5's � 16" O.C.
� SOILS ENGINEER VERT. & HORIZ. I '`L CANT. JOISTS I EXTERIOR HEADERS ARE: REVISED O2 � 3�� 2
� PLAN NOTES �f�, I (3)-2X�o'S w/ (�)-2X6
#5's TRANSV. Q P.
�— (2)-#5's CONT. J ` � TRIMMER AND (1)-2x6 REVI SED 06/07/13
2x10 RIM KING STUD EA. SIDE, TYP.
� 12" O.C. _ ° HORIZ. TOP & BOT. 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 UNLESS NOTED OTHERWISE
`� 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑
° 8036'-1 � NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � sheet
ao��°� �. . . e° e a, T.O.F. SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: � I I I
0 00�P " , I I I I I
bao�, .�. �� �a
I � �`�°° � � `� � . ° . . , �-(g)_#5's CONT. 3. ALL POSTS ARE LABELED AT THE TOP.
° � LONGIT.
4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. °
�
2'-0" 10" 1'-4" � � 5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT �
HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). � � � � �
4 SCALE: 3/4" = 1'-0" 6. "0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. �E � �D � �C ��B � �A �
� � � � �
S3 7. ALL FLOOR JOISTS ARE 11�" BCI 6000 1.8 O 16" O.C.. TYPICAL. UNLESS NOTED OTHERWISE. J 0 B #12 0 4- 14
8. INDICATES STONE VENEER ABOVE.
/ SIPS STRUCTURAL SEE PLAN
i ROOF PANELS T.O. BEAM
(2)-OLYLOG SCREWS W/
� � � � �
2" MIN. PENETRATION � E � D � C � B � A �
� ��- 16" O.C. � BRG., TYP. � � � � � �
�� � STEEL BEAM
� �,, � PER PLAN
� CAP �j': Y2"xBM. WIDTH
�� \ �; � x0'-8 W/ (2)-3j4"� j CONT. TR D. 2x1
Z Q. I THRU-BOLTS. (1)-EA. / LEDGER Wy (1)-�$"�x8Y2" I
� � I � SIDE OF WEB. � HSS COL. PER PLAN I EXP. ANC . C� 12I" O.C. I
N � , ,�� (STAGGER�D)
'' F
2x BLKG. BTWN. ! � n' � '�� L4x4XY2 STL. LEDGER W/
PURLINS � BRG., TYP. (4)-OLYLOG SCREWS W/ 3 SCALE: 3/4" = 1'-0" .�+� � 5 (1)-5/$"�Q EXP. ANCH. C�?
� / X 2" MIN. PENETRATION S4 � S2 12" O.C. W/ MIN. 4Y2" � � �
NOTCH PURLIN � � INTO BM. � BRG., TYP. �g050'-0 � I I I EMBEDMENT I �' M `�
� BRG., TYP. � � STUD WALL PER PLAN � '� � �
\ T.O. SLAB � � � 4 2 13/4x14 LVL's I � o� �
(13/4" MAX. DEPTH) ' y \ (2)-OLYLOG SCREWS W/ / MULTIPLE SILL h''s � � „ � � d- rn
B E A M P E R P L A N � �' , 2 M I N. P E N E T R A T I O N C�? C O N C. T O P P I N G P E R —� � 7 11 D.F. 1 �r � S3 � 1 2 O.C. z � �o
16" O.C. � BRG., TYP. PLAN
,� � � � �� L4x4XY2 STL. LEDGE W� Uj � � °�'
2x6 STUDS C� 16 O.C. � SLOPE \ � -1Y2 LTWT. CONC., TYP.
� � �(1)-5/a��� EXP. ANC . C�? � � `�
W� Y2" PLYWD. OR OSB � , , � / � � I z X
SHEATHING � � � ' ° ^ �� '� � 12" O.C. W/ MIN. Y2" � = a
/ q,
I � 8049'-7 �, _, �;' Q�� o I � I I I 4 / EMBEDMENT I Q �� � �`
\ � T.O. PLYWD. *'� 8049'-4Y2 �L �
2x BLKG. BTWN. \ ��� ' I ' j T.O. PLYWD. ,�+'` � I I S3 805I0'-0 � �
RAFTERS C� BRG., TYP.
`� �' ,_ II I I� �i� '�,; 8 0 0' T.O. S L A B � .�
� � � � �� � 'y T.0 S B Z �
x � �'', �QC YP. � � ao
(4)-OLYLOG SCREWS W�- � � a ��Q� � �� I; '� � 4 U _ � �
2" MIN. PENETRATION ; \ � � , � LVL JOISTS PER ( (2)-13/4x14 LVL's � `n �
C T. R D. 2 10 LE GE i i � o0
INTO BM. � BRG., TYP. `� PLAN W (2 �3 "Q� � U B TS � 12" I C�? 12" O.C. � X
I-JOISTS PER PLAN � �*' o �
/ = =' � BEAM PER PLAN o 0. . ( I� R ID S LID B G. I 4 � � m �
7x15 D.F. #1 � � TIMBER PURLIN � � � UNDE S ON N ER � o J
PER PLAN 2 SCALE: 3/4" = 1'-0" � '- � , 80 0' 0 S2 � � � �
S4 � � 13/ 14 LV 's 1 " .0
Y2 TRTD. PLYWD.� � T.0 S AB
��, NOTCH PURLIN �y4 5�2 �y4 � o � +�O I I I �
CONC. TOPPING � � Ca? BRG., TYP. � 3" 3" �`�J cv 5 �
PER PLAN `�� -MULTIPLE SILL h''s � » J� +
(3)-13/ax7Y4 LVL � �� `� '� I I I S3
SEE PLAN � - RIPPED TO 5 MIN. � �+ �' �
� o DEPTH �. G
� --, � �
T.O. SLAB � , � �t- ° ° � � � � � � � ��
" - - - - - - - - - - .
- - - -- - - - -- -- - - -
°� o ° a � = ` I i � � �O 4" NOM CONC. TOPPING ON i �
� 8049'-7 a �� a ;� � CONT. 1 /4x14 LVL RIM �+- a o � � I �o "� �
T.O. PLYWD. � `�' WATERPROOFING (BY OTHERS) ' �
I I � �� �� �2x 6 S T U D S � 1 6" O.C. P R O V I D E 2x B L K G. � �N `� I I ON 1Ys" PLYWOOD � �
� ' � , � �
u u W/ Y2�� PLYWD. OR OSB BTWN. JOISTS I r�C TYP. I `- � I 3 �_�, I + 8 4 I �
SHEATHING BENEATH COL I ���� � � `L - 8050'-0 � �
� r-, � w G TYP S3 '� 1 /
�_� � J 0. PL WD � T.O. SLAB � „ �
I / COL. PER PLAN � �i �
-
�
�� � 2x10 STRUCTURAL� I � -' 8 50'-0 �
� / � ' BRG. �: Y2"x8"x0'-8 ON 1" MIN. RIM I T. S AB �� � � �
\`�� � SHIM & NON-SHRINK GROUT W� I 3 � � � � �
1Y$» PLYWD. ��� �i ' - - -- ,� , 1 4x1 LV s � 16" 0. . � � � - 1�1
PER PLAN �ii�, (4)-5/s���1x7" EPDXY ANCH.'s � �J - - � -- - (FL SH) � - - - -� - - -- - -- I�� � � - - - � - - - - - � � r�
i ii � �_ � KNIFE �': Y4x6x0'-10Yz W� � i � �,+ I I > � �� �, I LAP JOISTS � WALL � � C�
LVL JOIST PER PLAN � � �. ii / j (2)-3/4"f� THRU-BOLTS � � CANT. LVL DECK- ��� � I � � ` B �� DO NOT RUN � !��
JOISTS RIPPED TO � I s B T `r � B Y � � r �
\i i/ i ,
Y2 f�x10 A.B. s C�? -- � (2) 1 /4 14 L �
2 7x11 D.F. 1's W �- �� 5" MIN. DEPTH �� � X J ' s : CONTINUOUS OVER WALL) � �
� ( )- # / » -- - � Y2 EXP. MAT'L, TYP. - - - - � � 1 /4 14 VL
� �
48 O.C. IN CONT. � .�
i �� � (1)-3/4"f� THRU-BOLT i I�" 5" CONC. SLAB PER PLAN EXTERIOR HEADERS ARE:� (FL SH) K � 4x14 L s C�? 16" O.C.
C�? 16" O.C., TYP. TREATED 2x6 R !� � 1Ysx14 OSB RIM C� FLOOR �
(3)-2x10's W/ (1)-2x6 S EP 0 I N � PERIMETER INDICATED THUS, TYP. �
SEE PLAN I--� ,- 8025'-6 TRIMMER AND (1)-2x6 I 2 N P YWD. I � � �,+ ,�
S3 i � �
6 SCALE: 3/4" = 1'-0" T.O. WALL i �e.�,i_ i a a � � T.O. SLAB KING STUD EA. SIDE, TYP. I I S o 80 9'- Yz I I � �
\ � - UNLESS NOTED OTHERWISE � T. . P YW 13/x 1�/$ L � -2 1 i � � � �/
S4 STONE VENEER- �-� � I � � 'xX �'�;r � � `
�
„
PER ARCH. � � ao�����o o �� 2 - - �_ (� L SH) � - � . - - - - � � ' F�
3Y2 g��
2x6 STUDS C�? 16" O.C. � � �';,�;��° ��2" RIGID � � �• O• �
-�a . � �����o o � F• � 7x15 D.F. 1 � � � � `�
� � ��i,<i 1� '�5 �
W� Y2" PLYWD. OR OSB� ` -1, --- ;;`;,�`' INSULATION PER �� ��' � � �
SHEATHING „ � � `';%�� ARCH., TYP. I I 2 I ' �
� 2x DECKING �����; _ " CONTACT ENGR. DURING
1 Y2 LTWT.
���� � S4 � EXTERIOR HEADERS ARE: �
PER ARCH. � CONC., TYP. � � �_���, .
,,�,� �, �#4 TIES � CONSTRUCTION TO VERIFY I I � S EF� 0 � I (3)-2x10's W� (1)-2x6 � � �
`�>i % ° � 16" O.C. STAIRS AND GUARDS PER IBC � P Y TRIMMER AND 1 -2x6 �
RIPPED WATERPROOFING / � o � ) �
� � SECTION 1607.7.1 KING STUD EA. SIDE, TYP. �
—��,; =-- .
/ SLEEPERS PER ARCH. � � 804 '-4 � UNLESS NOTED OTHERWISE
8049 -3/ � � � � � 8049'-4Y2 CONT. L PER _� � T. . PLY D. � _ � �
38 � SCHEDULE �-
T.O. DECKING ti ��� � � T.O. PLYWD. SEE SHEET (4)-#5 VERT. � , , � 13/4 14 VL's C�? 1 " 0 C. � �-�- �
� ,; i � � I I � i �� � • r4
J ��j'�,I �i \�i \i `j �� N��� � OD TYP. S2, TYP. �� - - - - - - - - - -
�.. o �
d � � � F .�� � vzi 80 9'- I �
� i i
�II ���� �� '` '� '� �1 ' ��� � � � � O. I � �
,� i � ; � I I _�_ 4 - 5 DWLS x I +>> 15 J T. . PL WD.
�`` ^ z � ) # � � �� I �I � � �
DECK JOISTS � � `� � � 6" •�� 3 � �
PER PLAN � RIPPED DECK BM. PER PLAN ��' _ � S7 � E G F � 8 50� OB � � �
WATERPROOFING � JOIST PER PLAN LVL JOIST PER e-- I � �� I S q� I
PLAN SEE PLAN 1Ysx11 /$ OSB RIM � o � �
PER ARCH. 2x6 STUDS C�? 16" O.C. o ������ � , � I I FLOOR PERIMETER c�l I I I , � �
T.0.F. o���<��,o�
� W� Y2" PLYWD. OR OSB - o�°��; � � � � INDICATED THUS, � � � �
d.
SHEATHING �' — —
5 3 „ _ ,_ » � ;�,�,�� � .� � 4 , � TYP. 5 - - - - - - - - - - - - - - - - � � � �
SCALE: /4 1 0 a ^ (2)�-7x11 D.F.#1 � ], � �
., � S7 F'� �-,0 4 �
S4 p• •
„ „ I I � I 6 �+�'` � S7 � �
STONE VENEER PER ARCH. j- - 2x6 STUDS Ca? 16 O.C. 4" 1'-6 9" ° �'` S4 �� �
� I W/ Y2" PLYWD. OR OSB I I I �n I I�F' I r�
�-, SHEATHING 2>_�„ � ,�� 1�
I 8050'-0 I 1+
T.O. SLAB ' � '
MULTIPLE SILL �'s I__ , 1 SCALE: 3/4" = 1'-0" � � � �
� � �CONC. TOPPING PER PLAN i �J �J
s�oPE s4 � ' — — I I - � designed by RSS
1Y$x14 OSB RIM - � I
= _ - I I I I drawn by RSS
� �� � - , , 8049'-7 �
;,�, � checked by TDH
�, 8049'-33/$ _ i� T.O. PLYWD.
T.O. DECKING �� � � � � � -_ �` y� �I�����i ��� ��� 8049'-43/$ � ISSU2d
� �C TYP_, ''�+� � '� ' T.O. LEDGE I I � I I �
_ ��� PROGRESS 07�02�12
%
' i ,� �
� -, PERMIT 07113/12
�-_�
� � � ' �. � � � ' �
2x DECKING � � �' � � � � � � � � �
PER ARCH. M �6 ; - - - - - � . � � � � .� 6 � REVI SED 08/14/12
� NORTH �I �` REVISED 08�29�12
LEDGER PER PLAN i ^� � BLKG. PANELS � 24" IN U P P E R �L O O R �R A M I N G P L A N SCALE: 1 4" = 1 �- O�� I TMBR. PRE 02/01 /12
(ALSO PROVIDE SOLID BLKG. � FIRST JOIST SPACE W/ I I I I I
UNDER STONE VENEER) ��__! (4)-8d NAILS INTO EA. I EXTERIOR HEADERS ARE: I REVISED O2 � 3�� 2
( �, � P LAN N OTES (3)-2X�o s w/ (�)-2Xs
PANEL, TYP. I I I I I R EVI SED 06/07/13
' TRIMMER AND (1)-2x6
(2)-13/4x14 LVL � BRG., TYP. 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 � KING STUD EA. SIDE, TYP.
�� UNLESS NOTED OTHERWISE
Y2"�x10" A.B.'s C�? 48" O.C. � � 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑
IN CONT. TREATED 2x6 h' i I � ,,- NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � sheet
k--, ' = 8043'-6 ,` SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: �
I ��I , ° T.O. WALL I I I I I
CONT. L PER SCHEDULE li I L,L 3. ALL POSTS ARE LABELED AT THE TOP. I I I I I
SEE SHEET S2, TYP. � ��
� ; � 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C.
� ,� � �;;� AND 1Ys" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24" O.C. � GARAGE.
' � � �;,�,i`-
�>� � ' - 5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL ARE
q �'� � 3 DROPPED UNLESS NOTED (FLUSH).
SCALE: /4„ = 1'-0" � � � � � �
S4 6. "� " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. � E � � D � C � B � A �
�� � � � � � � � � �
7. ALL FLOOR JOISTS ARE 11�" BCI 6000 1.8 O 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. J 0 B #12 0 4- 14
8. INDICATES STONE VENEER ABOVE.
Y2"�x10" A.B.'s C�? 48" O.C. STUD WALL PER PLAN � � � � � � � � �� � � � � �
IN CONT. TREATED 2x6 � � � E � D � C � B � A �
CRAWLSPACE , 8043'-6 11Y4" SIPS PANELS � � � � �
„--, ./II T.O. WALL � /
�5,,\0��''��'
,o%,`o;� � � - (2)-OLYLOG SCREWS W�
`'�����,
'>;;!\ e � 2" MIN. PENETRATION �
5 s � 16" O.C. � ; / `� 16" O.C. � BRG., TYP.
i- 1Y2" LTWT. CONC., TYP. � =��
# �
\ T&G PER �- � I I ❑
V E R T. � � i �__�> >>, I I I I I
�
ARCH. � �
� . � 8036'-6 -�
, - — Z Q' � - � > �''
#5's � 8" O.C. ` � I � T.O. PLYWD. PURLINS PER � � � � ��_
HORIZ. e �� PLAN ' �
, � � '
� a ��' ; H� TYP. 2x BLKG. BTWN. / (4)-OLYLOG SCREWS W� �+>> I � I `� � '� �
RAFTERS � BRG., TYP. � CANT. + �'J I CANT.�+ I •� a, �
' \ 2" MIN. PENETRATION � �`L �� � � �
- _ � INTO BM. @ BRG., TYP. � I I 1 I I -�- � 1 I � �r-
� I JOISTS PER PLAN � �`L 6 �`L U � � �,
� Z
� LEDGER PER PLAN � �
#5 DWLS x c° T.R.A. MAGE SNOW BRACKET "D" Q (3) 2x12 � � o�
� 8" O.C. � � „ ° » Y2" E X P. M A T'L, T Y P. P E R A R CH. � � � � � °v'`�
� 5 5 � I AT ROOF EAVE: PLACE FIRST �,+ � � �' z Q
1'-4 � � 5" CONC. SLAB PER PLAN 7x17 D.F. #1 � I � ��J +� Z
/ � I R O W O F B R A C K E T S 1'-0 F R O M z I �`L1 I I I z I ��o � I ,`1� Q '�. � �
(2)-#5's CONT. ° � 8025'-6 I EDGE AT 1'-0 O.C. o � ��' �+ 1 ~ �
HORIZ. TOP & BOT. � c� I I �� �`L1 6' I �� -� �
�, � � _ T.O. SLAB I HORIZONTALLY. PLACE SECOND 7x15 D.F. #1 _ � �
N � a I ROW OF BRACKETS 3'-0 FROM 3 -2x12 � �
8024'-10 �O ° `` u�'`; ''�xX I EDGE AT 1'-0 O.C., STAGGERED
� � 7x11 D.F. #1 z �
�'�° �°°�� WITH FIRST ROW. 0 � � N �
T.O.F. - ���`�a-���oa�� I INDICATES STONE � _ �
�e � � e —' ac� �4°'8�°eoo / + � � �
� � ��� ��• RIGID INSULATION PER FOR REMAINDER OF ROOF AREA: i`L co
PLACE BRACKETS Cs� 2 -0 O.C.
� VENEER T.R.A. MAGE SNOW BRACKET "D" o �
o � � i��.�i,�
a .,���o� >
� � i- i, ARCH., TYP. ��� I `�6 � PER ARCH. � � � °O
- u . ° . ���``i�`�� INFILL W� 2x6 STUDS Ca? , � I I I � - � 2 2x12 W x
- � �� � _ �,,�;� (6)-#5's CONT. � HORIZONTALLY AND � 5 -4 O.C. I � � � AT ROOF EAVE: PLACE FIRST �*' o °
`��'� LONGIT. 16" O.C. W Y2" PLYWD. 2 -OLYLOG SCREWS � �
I OR OSB SHEATHING BTWN. ROWS, TYP. I � C�?>16 O.C. � , � L m �
» , ROW OF BRACKETS 1'-0 FROM �
� 7x11 D.F. 1 HIGH
� � # ( ) EDGE AT 1 -0 O.C. -+� o Q
#5's TRANSV. 2�-0" 10" 1'-0" � � I �A TYP. C� RAFTER BRG. ' 7x15 D.F. 1 (LOW �� HORIZONTALLY. PLACE SECOND � � � �
Ca? 12" O.C. 7x11 D.F. #1 ,� � QF 3 ROW OF BRACKETS 3'-0 FROM
3'-10" I F'� � � 1 EDGE AT 1'-0 O.C., STAGGERED
p� � 1+GQ ' S5 WITH FIRST ROW.
� SCALE: 3/4" = 1'-0" I +�'` ° I I d� FOR REMAINDER OF ROOF AREA:
S5 I � "� I � I� 1+ 92 ' � I PLACE BRACKETS � 2'-0 O.C. �
11Y4" SIPS ROOF -� I � +>> I � HORIZONTALLY AND � 5'-4 O.C.
\ � � -STL. COL. PER PLAN PANELS II � _ _ _ _ - . �
� -� _ � :_ - = - - WS, T .
WN
�- - - - _ _ - - -- - ---
� � 3 „ I � � - -- 7x15 D.F. 1 - _. - . ANT: TI BE TRI�- E-DE Aa� - - - _. — � 1 �
� � BASE R: /4 x5Y2„x0>-10 W/ I � � - - - � � � � �
(2)-5/s"�x7" EPDXY ANCH.'s I � � >+ CANT. �
r, - ON 1" MIN. SHIM & �� I I I II I I >>
LIJ NON-SHRINK GROUT �"x ��`` I 1 I II I T.R.A. M GE SN W BRACK T "D" PE ARCH. I p� �
°� \`� � �� S7 I BRAC �ET E1'V 0 FRO EED E AR W FO.C. � �
\ � ii ii / \ 1+� I II HORIZ N ALLY. LAC SE OND OW OF � � p�� �
� � � u u � � � I I BRAC ET 3'-0 FRO ED E AT 1'- O.C., � � �J �
STAG ER D WIT FIR T R W.
%�� ��`� % � � � FOR EM INDER OF OOF AREA: P ACE � � _ �
3 �, 3 .> �� �
2/4 2/4 �� 2 5 s VERT. BELOW / i � I I I II I BRAC ET C�? 2 0 0 C. H RIZONTAL Y AND I I - i � �
- � )-# � �
STL. COL. - -
5y2" PURLINS PER PLAN � 7x27 D.F. #1 �\1 � 5 i I I I� I r 4 .C. SP CIN BT N. RO S, TYP. I I � 5 � � � ^
� � � EXTERIOR HEADERS ARE: —� I I � � � �
6 SCALE: 3/4" = 1'-0" (3)-2x10's W/ (1)-2x6 \ � I.
S5 TRIMMER AND (1)-2x6 � �I—�� � �
3 SCALE: 3/4" = 1'-0" KING STUD EA. SIDE, TYP. 7 I � �
- -- S5 UNLESS NOTED OTHERWISE �. � II I �'` S6 I �
,I; �k11 J� 3 I II F i �
� �.F�r� I -�Q' �`'� I � � �
+ �
11Y4" SIPS ROOF� ��i � � S6 I I 1 � � � �
PANELS - , , ���- (2)-OLYLOG SCREWS W� � 2 � - - - - �pd � - x15 D.F._ #1 _ _ _ _ � ��
;. ; ' 11Y4" SIPS ROOF � � 2" MIN. PENETRATION C�? � � I (2)-7x1 D.F. #1 � '� CAN . i ' F� �
, � �
� � �
(2)-OLYLOG SCREWS W/ � � � � PANELS � 16" O.C. C�? BRG., TYP. �O � �
� ;
� � ��
2 MIN. PENETRATION � T&G PER +� � � r�
16" O.C. � BRG., TYP. / - - - - - - - � AR�H. _ _ 2 I I I II I 1 I -- EXTERIOR HEADERS ARE: — � �
�! S5 I �1 1 II II I I � TRIMMER AND/(1))2x66 � � � �
" KING STUD EA. SIDE, TYP. � �
11Y4" SIPS PANELS �� >X� S II UNLESS NOTED OTHERWISE �
�
i
1
-I - - - -,\ -- - \ - —- - �'F#1 ,k� O.F# I � - Q� �
I PURLINS PER � � , -
2x6 STUDS C� 16" O.C. � � # � � � �
� PLAN z � ,� � i � I x15 D.F. 1 i I I i
� � / \ \ W� Y2" PLYWD. OR OSB �3 - - - � � -� � � - - - - - - - - � O �
I BEAM PER � � � � SHEATHING � � � � �
I PLAN BEYOND T&G PER
- - � I ARCH. � ��� � �I � S5 � C�
� � i i � � �
��'�� ,� �, '� I PURLINS PER ' � � � �
T&G PER � � ��� �� PLAN I I I F�` +�
COL. PER I I � I
ARCH. - . - -- I I� �
PLAN BEYOND „ , „ � � � .,�, �
� I 2 SCALE: 3/4 = 1 -0 � I I I ,�+`` �� CANT. �i
� S5 i 7x1 D.F. #1 (L W) i � � � �I
X � `� ~ I 2x6 STUDS � 16" O.C. 4 � I I � - -- -- - -- -- � � � �
I » �_ � I -7x11 OR �Ix15 D. . 1 HIGH I �
� = I W/ Y2 PLYWD. OR OSB I I I # ( ) I I � CANT. �
SHEATHING � I I I II �
� o I (2)-OLYLOG SCREWS W/ �
� z I 2" MIN. PENETRATION �
�' I I I I 6 lill ' �
16" O.C. � BRG., TYP. �
PURLINS PER I I I I
(4)-OLYLOG SCREWS W/ PLAN I I F' S4 I I
2" MIN. PENETRATION 11Y4" SIPS PANELS I �� I I
INTO BM. � BRG., TYP. BM. PER PLAN -- -,_, � ,�+'` I I
_�� �
� � ��_, � � I x15 D.F. 1 I I � �
��, �
� • RSS
��_,, - - - - - — — � —
5 scA�E: 3/4" _ �'-o" � �. � �-� - , ��_ , � � 7� Ts � � � � 1 I I � I , ' designed by RSS
s5 � �� � I I I � I I I drawn by
��
� � � �� �- ��,, ��� � �— I � checked by TDH
(2)-OLYLOG SCREWS W� T&G PER II V - - p• I �I S5
�4 � 2" MIN. PENETRATION � ARCH. \� ,�+�� I ,� +>> I I issued
� 16" O.C. C�? BRG., TYP. PURLINS PER � V � � � (4)-OLYLOG SCREWS W� I F'� �,<• I I
\� 11Y4" SIPS PANELS PLAN �,/+\% � 2" MIN. PENETRATION A TYP. � � I ,�4' �� I I PROGRESS 07/02/12
� � NOTCH PURLIN � � / � X �- � INTO BM. � BRG., TYP. I RA�TER BRG. A� I � I '� I � I � PERMIT O7 � 3 � 2
= _ �� , � BRG., TYP. � �� � _ \ 1 6 - - - CANT. 7x151 D.F. #1 7x15 D.F. 1 I CA - - - � 6� �/
`� -
_
� � ����_�_ (13/4" MAX. DEPTH) � � =� � RAFTERS C� BRG., TYP. ` � i REV�SE� �8�� 4�� 2
� � / � o � , F � � � �. — �- - - S - - - - I-L-- - - - —� � REVISED 08�29�12
/ �,, - �,, ���, `� z w o wj
BM. PER PLAN � � �'` �
� � � � 3 �� _ '�� m �X� D.F. 1 �+ ml TMBR. PRE 02/01 /12
T&G PER � � SCALE: /4 - 1'-0" F' #
� >
aRCH. � ;=��,�� � � o� ,� ,� �I REVISED 02/13/12
� ; -��� �, s5
(4)-OLYLOG SCREWS W/ _ � � � � -������
1+� �I I I� I 4 I T.R.A. MAGE SNOW BRACKET "D" REVI SED 06/07/13
2" MIN. PENETRATION i � = Q. N OR TH AT ROOF EAVE: PLACE FIRST
S5 PER ARCH.
INTO BM. @ BRG., TYP. � �� � - ��
i `, � , ' R O O � �R A M I N G P LA N SCALE. � 4�� _ � �-O�� ROW OF BRACKETS 1'-0 FROM
PURLINS PER � � �/ EDGE AT 1'-O O.C. sheet
PLAN � � � PLAN NOTES 3 I I I HORIZONTALLY. PLACE SECOND
NOTCH PURLIN � 1. POSTS BELOW ARE INDICATED: ❑ S� I ROW OF BRACKETS 3'-0 FROM
2x BLKG. BTWN. EDGE AT 1'-0 O.C., STAGGERED
� BRG., TYP. I I I I
RAFTERS � BRG., TYP. NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � WITH FIRST ROW.
(13/4" MAX. DEPTH) SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:� FOR REMAINDER OF ROOF AREA:
2x6 STUDS C�? 16" O.C. PLACE BRACKETS C�? 2'-0 O.C.
TIMBER BM. � W/ Y2" PLYWD. OR OSB 2. ALL POSTS ARE LABELED AT THE TOP. HORIZONTALLY AND Ca? 5'-4 O.C.
PER PLAN SHEATHING �
3. ROOF SHEATHING IS 5/$" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. BTWN. ROWS, TYP.
, � � � �
4 SCALE: 3/4" = 1'-0" 4. "� " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. � � � � �
S5 � E � � D � ��, ���, � �, A, ,
5. ROOF BEAMS, EXCEPT HEADERS, ARE DROPPED FRAMED UNLESS NOTED AS (FLUSH). � � � � JOB #1204- 14
7. ALL ROOF PURLINS ARE 7x11 D.F. #1's C�? 3'-6 O.C., TYPICAL, UNLESS NOTED OTHERWISE.
2x6 STUDS C�? 16" O.C.
W� Y2" PLYWD. OR OSB � � � Y2'� EXP. MAT'L, TYP.
SHEATHING � � 5" CONC. SLAB PER PLAN
11Y4" SIPS ROOF �-_--
PANELS 8025'-6 8025'-6
�-
_ 11" I I � (2)-OLYLOG SCREWS W/ T.O. WALL I / °° � aa T.O. SLAB
2 MIN. PENETRATION � i I °
N � � � PIER PER PLAN � 16" O.C. � BRG., TYP. � � �� �
Y2»<bx10" A.B.'s C�? 48" O.C. �� � �n�j �x� 'xXx
_ ��` u��,�� x,„x,�X.
�' � � IN CONT. TREATED 2x6 � �I ' ��`���x��
_ o
,
a aa
5 '�_
5 - _ �_ L6x6x/6
I
�^ ,c�
/ o o — , i o e� ��a�o
L6x6x/s � � �� �� ° ���"�!:;'o�'
P AN �R - � (BEYOND) ' �;�� � �' - ��,� _� � � �r%���r�� 2" RIGID
"c� � � I II II , I � =� ' � � STONE VENEER i � ;;,;�' INSULATION, TYP.
� �,.
� ``� _ __ �� _�� � � � / � PER ARCH. �-��
/ I J
� MORTISE PER TENON / �
� DIMENSIONS, TYP. L6x6x5/6 �—� "�"� ��°�" - ���
� ,�
�� - , ,,., .� i�
>� > �>
>
i ��
i
I ��� d�� I `t T&G PER , - �. �;;`%���
>, ARCH. '�,� � �
�
� 4 ;� \ � i i � Q' CONT. L PER SCHEDULE ��; � �, �
� 7" MIN. \ NOTCH PURLIN �� i ,� � SEE SHEET S2, TYP. �' � �
� � '� 2„ \ r �3BRG., TYP. �,V �v #5's � 16" O.C. � a, �
o TENON PER � � „ - >, � (2)-C6x10.5x0-6Y2 [(1)-EA. (1 /4 MAX. DEPTH) ,(i� � » » VERT. & HORIZ. U � � �
�. 2�2 2�2 �� �� = • SIDE] W/ (4)-Y2"� TITEN HD /� � � z #5 DWLS x � 5 5 z o�^
DIMENSIONS, TYP. , �2 � � i i , - „
� � W 4" MIN. EMBED (4)-OLYLOG SCREWS W -� � � 2x BLKG. BTWN. � � 24 O.C. N - � �o
\ 5 TYP. cv f--- � � � (2)-#5's CONT. � o �
� L6x6x/sx2'-8Y2 W/ » � � RAFTERS � BRG., TYP. - � - � � a,
[(2)-EA. SIDE] 2 MIN. PENETRATION i i1 /' b 1 -4 HORIZ. TOP & BOT. Uj a,.�
� (1)-3/4"�b THRU-BOLT -H I I � I I INTO BM. C�? BRG., TYP. �� i/ � � � .. x
2 -1"� THRU-PEGS, P I E R P E R P L A N � z � = a
� � � � BRG., TYP. 4
TYP. = - � (2)-7x11 D.F.#1's W� �
�� � (1)-1"� THRU-BOLT / i i \ 8018'-7 � ° Q •� � �
5 > I C6x10.5x0-6Y2 „ � � T.O.F. ��;�"��� ��' �����a<������ J �
L6x6x/sx1 -8Y2 — C� 12 O.C. - o,� ��� � ���d�� �o
POST PER � \� II �I � � o o�.:�C�� � a � �� o�i�%i�, � �
� A � � �
PLAN � � n'. iun� e�mi I II � �I °°� a��a.. � ���j�/�'� � ��1
- L6x6x5/6x1'-8Y2 � SCALE: 3j4» = 1'-0" , � `;��� O � �
°� I�' II , �
� C6x10.5x0-6Y2 II I I II , 3/s» TYP. S6 � U � � �
2x6 STUDS C�? 16" O.C. �— Y2" EXP. MAT'L, TYP. PERIMETER DRAIN �» �p» �" � � � � x 00
L6x6x5/sx2'-8Y2 W/ » PER SOILS ENGINEER -+� o 0
(1)-3/4"�D THRU-BOLT II � II II � II W� Y2 PLYWD. OR OSB „ � � m �
� SHEATHING 5 CONC. SLAB PER PLAN 2'-0" �
POST PER � BRG., TYP. L J
PLAN _- � 8025'-6 '� �. ,, 8025'-6 4 SCALE: 3/4" = 1'-0" � � � >
T.O. WALL ; I e , a T.O. SLAB S6
10 SCALE: 3j4>, _ 1'-p» �t _; � a � � , ,>
S6 � �� ��/ �XX�h\'� x'`�///X,��`\;��� 11Y4 SIPS PANELS
� ,t�k ,`1�.�1�.'�l�'`.r'��./�✓�� �_X.✓�.,��. ..I
�- -' __ -, z Yz"�x10" A.B.'s C� 48" O.C. � �I - �����o a�
-, ,,o �,�sa
— � � °8- �
a ,,��a°�e�evo�� �
yl ., —
� � IN CONT. TREATED 2x6 � � ,,, ,�,,, , (2) OLYLOG SCREWS W�
13 TYPICAL BEAM-TO-COLUMN CONNECTION � TOP, U.N.O. SCALE: 3/4" = 1'-0'� � _ �I, iiia�ii%��. » �I � 2" MIN. PENETRATION C�? �
� ; � _ ���,, � � 2 RIGID
I ����i � ,
_ - 16" O.C. � BRG. TYP.
S6 - STONE VENEER i ���. INSULATION, TYP. - � , , �
�� � � � �- » i r,�,�
� _ � , -,
� � � � L6x6x5/s W 1 3/4 4> PER ARCH. ��� `'. _ � __�
�- I THRU-BOLT � BRG. TYP. � `' �`� O
I i � _,
�� �
- - � �, l � I � � �
i i - - o � - -� i i ��i�%�i��i����� � =� �
��� �;� � �
POST PER 3�2„ - - o- - - � �� �� ° � � � �� � �
i �
� �!� T&G PER � �
PLAN - � CONT. L PER SCHEDULE 4 - Y W .. O
�1�4�� g�2�� ��4�� TYP. � � \ 5 SEE SHEET S2, TYP. 2xCBLKG. BTWN. ".-, A TYP. = Q � � OL LOG SC S /
3/4" PLYWD. �� � � - HSS3Y2x3Y2x/s � O � �
�N �
� PER PLAN TYP. 3 „ o — #5's � 16" O.C. RAFTER � BRG. TYP. � � . � 2 MI . PE N �
/6 co VERT. & HORIZ. � �
� � z #5 DWLS x � �� 5" 5" <v INTO M. RG., YP. � � �
0 0 8036'-6 � � C? 24" O.C. N (2)-#5's CONT. 2x6 STU S 16 0. .
T.O. PLYWD. 3 » C6x10.5x1 -0 W/ (4)-Y2 4> - � - / - SIPS NEL Ca? � �
� ° � ° � �6 TITEN HD W/ 4" MIN. EMBED ° 8 / HORIZ. TOP & BOT. W/ Y2" P YW 0 OS
� CAP h': s/$x6x1'-0 - ' � � � � a SHEATHI G LO OF �
� � EY D) /
1'-0" � W� �4�_y2„� x 6" � � 3 » � _ , . R PL � � � .,
- �` � LAGS � � �s � 4" MIN. TYP. 8018' 7 ` � � �
� � � T.O.F. o�;���'��o�. �� �`�`e��o aa -- � - - ;`� � �
FLOOR JOISTS NOT I I � FDTN. WALL, TYP.— o °°� � � ° ° �� � �
SHOWN FOR CLARITY ��� z a�v'� �,> � �`i��'�;��' PROVIDE SOLID � ��
BLKG. C�? BRG. �� � � � �
I �a 4�� o i i i.i� � � � �
� ' ���`O-` /� ��
� � � � l �j\�i � I F N EC. �
� ,�,
HSS COL. I I � � � '� �
\\\\ L6x6x5/sx3'-6 W/ PERIMETER DRAIN- » » » �
PER PLAN � � � � � �
�Y4 3" 6" 3" 1yq." � ����� (2)-Yz 4 TITEN HD 4 10 4 PROVIDE SOLID
I I � � - ` PER SOILS ENGINEER �r -
I I � � W� 4" MIN. EMBED. BLKG. � BRG. � �
F�
� i BASE R,: 3�4X33�4 x1'-2Y2� � � EQ. EQ. �,_6„ \ � � �
.- W/ (2)-Y2"b x 4" EPDXY \ I I ;' � STL. BM. PER PLAN W/ � _-___ � �
� ANCH.'s � L6x6x5/sx2'-0 W/ Y4" --� � 6 SCALE: 3/4" = 1'-0" 2x NAILER DRIVE - _-_-- STL. BM. PER . � g�,�
r�� � � � � � (PROVIDE (4)-9/g"� � I I „ � �� PINNED TO TOP F GE PLAN — � �W
� END h' W� (1)-Y2 � � S6
``�- HOLES FOR INSTALLATION) � � I 3/6" TITEN HD W/ 4" MIN. � � ' � �
' 1�2" �� I I - _ _ _ _ - = 1 � BM. PER PL W
1 -2 � \ I I EMBED. & (1)-3/4"� �y4„ 5�2, �y4„ (4)-Y2„b GS / BM. PER PLAN � �
� 8025'-6 THRU-BOLT C�? BRG. � 3" 3" �
T.O. SLAB �� �� �___ (1)-3/4"4 THRU-BOLT � (2 EA. IDE OF WEB) � _ _
�� �� --- C� BRG., TYP. �
� �
3 SCALE: 3j4» = 1'-0" � �
u u HSS3Y2x3Y2x5/sx2'-10Y2 0 0 °
12 SCALE: 3j4„ = 1'-0" L6x6x5/sx1'-10Y2 :� � �- o �\ S6 0 �
S6 9 SCALE: 3/4" = 1'-0" � � o o �n �� �� ,� �
S6 i ii ii � --��i/\/.% , � � �
�>; �
� II II �=�i;' ��
I4_-� � �� �� #5's � 16" O.C. �
`;>�;
3 „ � u u #5 D WLS x C° `�'� � �
I � / VERT. & HORIZ. �
�1�4°° 6„ � �4 ,�
i
� ' 10x10 POST� � BRG. �: Yz"x8"x0'-8 ON 1" MIN. � 24" O.C. � 4 � ,� �
� " / SHIM & NON-SHRINK GROUT W �
I
\ 'i � - L6x6x5/s W� \��-3�4��� - (4)-/$ 4�x7 EPDXY ANCH. s /
° r � ° , � � � I THRU-BOLT C�? BRG. TYP. r o � / 5 " " ' � (2)-#5's CONT. � � � � �
� ° � ° � � � I I KNIFE �': Y4x6x0'-10Y2 W� HORIZ. TOP & BOT. � � � �
�
i i _ _ _ o _ _ _ i i I o I I �2�-3/4"� THRU-BOLTS °
» �
9�2 `cv �2» o � � �I" � �
� �..�
� 3 � � ' ' '- -; ,_ ° . �i
�
SEE PLAN � � I
TYP. 8036 1 � �
o � HSS3Yzx3Yzx5/s T.0 P. i i i i I� , ��� �
POST PER � \ �ii ii� ', I (4)-#5 s VERT.
�y � ��
PLAN TYP. „ o � ;� u u �- . . . ���' �. `��;��a� �����
�8_4i'(�'Y R�.�� �
0S, b 0 � �
r
3/4" PLYWD. � '� i i i i�
� /s � I I � orb� ��; �� � ����;
PER PLAN � �������
, � � � 3/�„ � C6x10.5x1'-0 W� (4�_y2„� -�— �� � ��-
8036 -6 X TITEN HD W� 4" MIN. EMBED - _ = � -- STONE VENEER
T.O. PLYWD. -� ��
� � II II PER ARCH. PERIMETER DRAIN » » » = � desi ned b RSS
� 5 10 5
, � Y
II
9
5 I
CAP : /x6x0 -9Y - -- - -- P R I N IN
z _ _ E SO LS E G EER
� s �
» »
.
RSS
�
�
W��4)-Y2 b x 6 � � � � � � �� �� � � �
�' � ���� ���.� � �, I I �� �� � I � �'-8" drawn by TD H
I I - � � �% 3 , checked by
'—'i�i��i� �:_ � i i i i �;�������� �;. 2 SCALE: /4 = 1'—p„
3 „ � � ��c�� ���i�ii��i�� � � ���i���``�
�� � � » ������� �� � � �� ��<���°� S6 ISSU2d
4 MIN. TYP. ���� � � ��
� / i FDTN. WALL, TYP. ' � ���
FLOOR JOISTS NOT � � ��.�,��� � � SEE DETAIL 10�S6 FOR �". PROGRESS 07�02�� 2
SHOWN FOR CLARITY L6x6x5/sx4'-0 W � ��%i%'�i%i
� STONE VENEER SUPPORT
/ (2)-Y2"� TITEN HD I� �I \�\�\�\�\ '
%�%�%�% a PERMIT 07 13�12
�,���j�
HSS COL. � � � W� 4" MIN. EMBED. i� � z � � 12" C�]CONC. PIER, TYP. � �`�ii� #5's C� 16" O.C. REV�SE� �8�� 4.�� 2
�,�,a � � I I #5 DWLS x
� � 16" O.C. N � VERT. & HORIZ.
PER PLAN I I - o \ REVISED 08/29/12
2x6 STUDS � 16" O.C. A
3j6» � � (1)-3/4"�b THRU-BOLT EQ' EQ' - L6x6x5/6x2'-2 W Y4" � I o 1'-4 �� c — y2" EXP. MAT'L> TYP. TMBR. PRE 02/01 /12
SHEATH NG WD. OR OSB \ END R W/ (1)-Y2/'� N 4 5 DWLS x �
I I � BRG., TYP. I I � �-# �r z (2)-#5's CONT. � / 5 CONC. SLAB PER PLAN REVISED O2 13 12
BASE R,: Y2x4x0'-8 i i , - � TITEN HD W/ 4" MIN. SEE PLAN I I ��_6�� o HORIZ. TOP & BOT. � �
W/ (2)-Y2"� x 4" y"�x10" A.B.'s C� 48" O.C. \� � - _ _ - � EMBED. T.O.F. — — � #5's TRANSV. � 8025 -6 REVISED 06/07/13
EPDXY ANCH. s I I � _ _ _ � ' �
I I IN CONT. TREATED 2x6 h' � �� ° � C�? 16" O.C. � a , ^ � T.O. SLAB
�
8031'-6 � C6x10.5 HSS3Y2x3Y2x5/6x2'-10Y2 - '0- '— —' -0�, N { x k k
T.O. WALL � � SEE PLAN `� ° `�` �Xx`'�� �<`
ii ii �� � T.O.F. ����°���i � �����a �� � Sh2et
o����0:� � � a �o����;o� ,
» ii ii° ��=� � FDTN. WALL PER PLAN � �SEE SCHED. FOR REINF. ' ��� � °� � ° � ` �°°;�;°
��4,> 5��„ ��4 u u i � o
�
� )-#
i � - a �, � � � , �����° � 6 5 s CON T.
� c� EQ. EQ. I °�,���4� � a ° �i�i i:%� >
N � STONE VENEER NOT L6x6x5/sx1'-10Y2 �� i� a ' a �i�i - LONGIT. o
� - _ SHOWN FOR CLARITY � �
TYP. _ SEE SCHED. 2'-0" 10" 1'-0" �
�� ° ❑❑ ° s/6�� PERIMETER DRAIN � �
/ PER SOILS ENGINEER
� 8„ � N � _ 3'-10»
TYP. �
11 SCALE: 3j4„ = 1'-0" 8 ��6 SCALE: 3/4>, = 1'-0" 5 SCALE: 3j4» = 1'-0" � SCALE: 3j4» = 1'-p»
S6 S6 S6 S6
JOB #1204- 14
EQ. EQ. DOES NOT APPLY TO TIMBER ,%4" ��� ,y4" �
�4�� TRUSS CONNECTIONS �
� � � �
3 3 �
2/4„ � /4.,
(4)-OLYLOG SCREWS W/ � "� '
��'�,_ � 2" MIN. PENETRATION � � =N -TENON PER DIMENSIONS, � o ❑❑ o '�
�� INTO BM. � BRG., TYP. ��''��� i�o � � POST PER PLAN N TYP. ��� �
� � � m - — ,- �
� _ � (2)-OLYLOG SCREWS W� �.__ - ��. � _� � I °
/ 2" MIN. PENETRATION � � � � � � MORTISE PER c� POST PER PLAN
w �
� - � TENON �(3)-1"� THRU-PEGS,
- �� � 16" O.C. C� BRG., TYP. -�'�- ° ° 2x DECKING PER ARCH. 1Y2" LTWT. CONC., TYP.
- _� � , / � � � I DIMENSIONS, c.� TYP.
\ 11Y4" SIPS PANELS - w
� o TYP. �
\ / 0° _ I�_ 2x DECK JOISTS PER
� TYP. „
� � _ \� �_,_, 3/6 _N PLAN / `� 3/4" PLYWD. PER PLAN �
�� � �BM. PER PLAN � � �, �
4
� _ � , � 41��» 2,> BRG. � � � � � � � � � �, , : _ 8036'-6 .p' � `n
T&G PER � � � � 4„ �g" 4„ � � '� =� T.O. PLYWD. � � a,
� � _ � 4�2„ 2,> � �� �
ARCH. �i i% �� � � � r� � �G� � �''I� � U � ��
� rn
� '� � ��
NOTCH PURLIN i ii � � - - ��� > ✓ � �3 8 NOTCH POST TO BRG. %� �I I� �I I� II I z � o 0
/ 1� � X �-- - _ 3„ �Y4„ BRG. SADDLE: ,. � x X p � rn
� BRG.> TYP. � Q - ��� �� �JL6x4xY4x1'-10 W/ (6)-1"� PROVIDE 2 BM. BRG. _ � i i i i i i Uj a,.�
(13/4" MAX. DEPTH) � A � _ -�- � _ c� ` I � ii ii ii � p� �
c� '�, �� � THRU-BOLTS [(3) EA. LEG] � i i i i i i Z x
a,_ � � o ��%� Z � - - , W� BRG. �: Y2"x6"x0'-7Y8 � i i i i i i �I-JOISTS PER PLAN Q .� � �
� z rvi � Q r� --Y _ , „ „ ,
,� � � -- I � W� (2)-SIDE h' s: Y4 x6 x1 -10 _ - i i i i i i J �
!�� � � - � I W� (2)-3/4"� THRU-BOLTS � i i i i i i � �
7x11 D.F. 1's W � � � � � X ' �� �� � �� � � '-
# � —�7x7 D.F.#1 � � `� I N � ii ii � ii � � p'
2 -3�4��� LAG � � -� c� H H
B G., TYP. � " 2' ! � � � N TENON PER CAP �: s/$x6x0'-9Yz � � N �
� �O � � , 00 � , I DIMENSIONS, TYP. � W� (4)-Y2"� x 6" 0 � �
7x15 D.F.#1 s W/ � � � � LAGS � L � o0
(1)-1"� THRU-BOLT --- ---------------- (1)-1"� LAG C� � ��-'` � 4 TYPICAL MID-HT. BEAM-TO-COLUMN CONNECTION, U.N.O. SCALE: 3/4" = 1'-0" (2)-7x11 D.F.#1's W/- J I I \`�, .� o 0
W/ 3"4� x 3/8" WASHER BRG. W/ 6" MIN. %�� S� (1)-3/4"� THRU-BOLT � � � � m �
C�? EA. END, TYP. PEN., TYP. j , �> 3j6" L �
�� - (2)-7x11 D.F. #1 s C�? 16 O.C., TYP. i i � � o Q
v� � >
� HSS COL. PER PLAN
3�8" II 3» (2)-7x15 D.F. #1's
� _
5 SCALE: 3/4" = 1'-0" N
BRG. SADDLE: � � 3/s��
� S7 � BACK �: Y4x7Ys»x2'-6 W� �
� � BRG. SADDLE: � (4)-1"4� THRU-BOLTS W� _ I I � �
j BASE �': Y2x8x0'-8 I I
/ BACK �: Y4x7Y8„X�°-3 W/ \ ��/4„ 3" 3„ ��4" � BRG. �: yz»x6»x0'-7Ya W� � W� �4)-Y2��� x 4" � 8025'-6 �
\ ' / (4)-1"� THRU-BOLTS W/ -- - � (2)-SIDE R,'s: Y4"x6"x2'-6 � EPDXY ANCH.'s �
N " " ' W C -3�4"b THRU BOLTS � ii ii T.O. WALL
� � BRG. �.: Y2 x6 x0 -7Ys W� � �� � ( ) -
� SEE DETAIL 1/S4 � � � �
` 7x7 D.F.#1 (2)-SIDE h''s: Y4"x6"x2'-6 � 00 I FOR PIER REINF. - PIER/FDTN. PER �
� ° W/ (6)-3/4"4 THRU-BOLTS � I ---- I / i i i i i i i i TYP. 3/6„ N INFO, TYP. PLAN � �
� o I ---- I ii ii ii ii _ �
� � � � � � � � �
-� �' 0 3/�„ TYP. I ---- � i i i i i i i i � � 1�" 5�" 1�" .. �
�n ii ii ii ii 4 2 4 �
� �
ii ii ii ii = ■ � �
--- I ii ii ii ii
--- ii ii ii ii � �
i
�
ii ii ii ii TYP. 3 „ � �
EQ. EQ. 3 TYP. 7x15 / II i i i i i i i i �6 SEE DETAIL 8/S6 �
__ ___ - �6 I i i i i i i i i EQ' EQ' FOR STONE VENEER _ ° ° =N �
� �1�8�� POST PER PLAN ��8„ SUPPORT INFO 00 0 � � "�
(2)-3/4"G THRU-BOLTS =_ __ - o o � �
6�� (2)-7x15 D.F.#1's W/ (1)-1"� g» `� � �
5�2 4 - �
THRU-BOLT C�? 9" O.C. �
��2„ 3 SCALE: 3j4„ = 1'-0" 2 SCALE: 3j4„ = 1'-0" �
S7 S7 � � �
VERIFY PURLIN LAYOUT � �
WITH ARCH.
PURLIN PER � (4)-OLYLOG SCREWS W� � � ' �
PLAN, TYP. A \ / / » i / i � � �
6 SCALE: 3/4" = 1'-0" �� �� � �� ! 2 MIN. PENETRATION � � � �'
� INTO BM. C�? BRG., TYP. � � � r�
S7 � � _ %� — � � �
,
/ \ = - � A / �
� �
ii - - ii ii � � �
ii ii ii � �
ii - ii ii �
z
�r � � -= 7x17 D.F. #1 = - � �i �
� - N >- �� �� � ..
�� N H l� �
[� €� F� � �
f� €� f� • P�
�
�l � _ � �� �� o �V
� � �� � � � �
VERIFY PURLJN LAYOUT 7x11 D.F. #1 - � � � � �
WITH ARCH. (2)-3/4b LAGS W/ 6" \ _- PROVIDE 2" NOTCH
MIN. PEN. � BRG., TYP. � BRG., TYP. OF 2 (2)-3/4b LAGS W/ 6" —� �
� (4)-OLYLOG SCREWS W/ (2�_3j4� LAGS W/ 6" _3 7x7 D.F. #1 MIN. PEN. � BRG., TYP. � � �
2" MIN. PENETRATION MIN. PEN. C� BRG., TYP. (2) /4� LAGS W/ 6 A �
INTO BM. � BRG., TYP. MIN. PEN. C� BRG., TYP. � = �
PURLIN PER —� �
PLAN, TYP. A i � i , � ,, _ ��- 7x11 D.F. #1 � �
ii,' - � �.V
, / � � � � � �
\'� y`� , � ;� �y I \ / I
7x15 D.F. #1 ' � /��\ /x� ' �
ii ii �
�
�� �� �
ii ii � _ ' �i
ii ii 7x7 D.F. #1 � =_ 7x11 D.F. #1 �
� I � � = \ � �
o �� � _
BM. PER PLAN
� F� � (BEYOND)
� � �� �� -
� � U U �
SEE DETAIL 13/S6, � 3 „ 3 „ II (2)-3/4� LAGS W/ 6" _ � II designed by RSS
TYP. U.N.O. 2�4 �4 MIN. PEN. Ca? BRG., TYP. � � RSS
`� ii ii I �X� I ii ii �Checkedyb TDH
ii �� �� ii y
� ii � _ � ii �
- �� �� I issued
_ N � �� �p �- �� �� �
'� � €� � _ � � N � I
� �� � MoRTisE PER � � - � � I PROGRESS 07�02�12
;� 7x27 D.F. #1
, � � �YP NsioNS, o �I PERMIT 07 13/12
POST PER - � N � I PROVIDE 2" NOTCH I REVI SED 08/14/12
PLAN � � -(4)-1"0> THRU-PEGS, C�? BRG., TYP. OF 2 -_ I REVISED �8 29 12
TYP. OF 2 _ � � �
I� _ = = � TMBR. PRE 02/01 /12
� REVISED 02 13�2
� 4�2„ 3„ BRG.
REVISED 06/07/13
� BRG. R,'s: (2)-Yz"x5"x2'-8� ,
\ / �I � - NOTCH POST TO [(1)-TOP & BOT.]
X � PROVIDE 3" BM. � 3» W� (2)-1"� ALL-THREAD
/ \ � BRG., TYP. OF 2 V 'N Sheet
BM. PER PLAN � � � �� 7x11 D.F. #1 BR�• N
(BEYOND) TENON PER �
DIMENSIONS, TYP. -
� o 0
� 2�4,> 2,_3��„ 2�4„ �
N N
2'-g„
� SCALE: 3/4" = 1'-p„
S7
JOB #1204- 14