multifamily development mechanical & electrical - second floor - section d me308 mechanical...
TRANSCRIPT
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78705
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.15
REVISIONS
ISSUANCES
architect seal 23752
2016 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
02 GMP SET 12.15.15
03 FOR CONSTRUCTION SET 05.13.16
5/8/
2016
5:2
0:30
PM
000-II
Cover - Volume II
Keesee Tract
LYPLYP
May 13, 201615002
10801 S. IH 35Austin, TX 78748
Keesee Tract
For Construction Set - Volume II
May 13th, 2016
Multifamily Development
copyright 2016 by The Davies Collaborative, LLC. All rights reserved
Developer
Ardent Residential
No. Description Date
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78705
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.15
REVISIONS
ISSUANCES
architect seal 23752
2016 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
02 GMP SET 12.15.15
03 FOR CONSTRUCTION SET 05.13.16
5/13
/201
6 12
:44:
22 P
M
A001
Sheet Index
Keesee Tract
LYPLYP, JH
May 13, 201615002
10801 S. IH 35Austin, TX 78748
Sheet Index - Architecture
Sheet Number Sheet Name
A200 Partition TypesA200a Partition TypesA201 UL SystemsA202 UL SystemsA203 UL SystemsA204 UL SystemsA205 UL SystemsA206 UL SystemsA210 SchedulesA211 Window FlashingA212 Window DetailsA213 Door FlashingA214 Balcony Door DetailsA215 Door DetailsA216 Storefront TypeA217 Storefront DetailA230 Peneration/Fire Stop DetailsA231 Penetration/Fire Stop DetailsA232 Penetration/Fire Stop DetailsA233 Penetration/Fire Stop DetailsA234 Penetration/Fire Stop DetailsA300 Exterior Elevations OverallA301 West ElevationA302 South ElevationA303 East ElevationA304 North ElevationA305 Exterior Elevations Courtyard 1A306 Exterior Elevations Courtyard 2A400 Building SectionsA405 Interior Wall SectionsA410 Enlarged Elevation and Wall SectionA411 Enlarged Elevation and Wall SectionA412 Enlarged Elevation and Wall SectionsA413 Enlarged Elevation and Wall SectionsA414 Enlarged Elevation and Wall SectionsA415 Enlarged Elevation and Wall SectionA416 Enlarged Elevation and Wall SectionsA417 Enlarged Elevation and Wall SectionsA418 Wall SectionsA419 Enlarged Elevation and Wall SectionsA420 Enlarged Elevation and Wall SectionA421 Enlarged Elevation and Wall SectionA422 Enlarged Elevation and Wall SectionsA423 Enlarged Elevation and Wall SectionsA424 Wall SectionsA430 Typical Balcony DetailsA431 RailingsA432 Balcony Threshold and Edge DetailsA434 Balcony Screen and Canopy DetailsA435 Typical Bay Window DetailsA436 Club Room Level 4 DetailsA437 Leasing Office DetailsA450 Typical Cladding DetailsA455 Corridor and Breezeway DetailsA456 Corridor and Firewall DetailsA457 Firewall DetailsA460 Roof DetailsA461 Roof Details - Roof WellA500 Stair 1 Elevator 1 Plans and SectionsA501 Stair 2 Elevator 2 Plans and SectionsA502 Stair 3 Plans and SectionsA503 Stair 4 Elevator 3 Plans and SectionsA504 Stair 5 Plans and SectionsA505 Stair 6 Plans and SectionA506 Stair and Elevator Details
Sheet Index - Architecture
Sheet Number Sheet Name
A001 Sheet IndexA002 General Notes and ConditionsA003 MatrixA004 Code ReviewA005 Level 1 Code ComplianceA006 Typ. Res. Levels Code ComplianceA007 Level 4 Code ComplianceA008 PhasingA008a PhasingA009 Addessing Diagram SP-2015-0263CA010 Accessibility RequirementsA011 Accessibility RequirementsA012 Unit AccessibilityA013 Unit AccessibilityA100 Architectural Reference Site PlanA101 Level 1 Plan OverallA101a Level 1 Part AA101a-DC Level 1 Part A Dimension ControlA101b Level 1 Part BA101b-DC Level 1 Part B Dimension ControlA101c Level 1 Part CA101c-DC Level 1 Part C Dimension ControlA101d Level 1 Part DA101d-DC Level 1 Part D Dimension ControlA102 Level 2 Plan OverallA102a Level 2 Part AA102a-DC Level 2 Part A Dimension ControlA102b Level 2 Part BA102b-DC Level 2 Part B Dimension ControlA102c Level 2 Part CA102c-DC Level 2 Part C Dimension ControlA102d Level 2 Part DA102d-DC Level 2 Part D Dimension ControlA103 Level 3 Plan OverallA103a Level 3 Part AA103a-DC Level 3 Part A Dimension ControlA103b Level 3 Part BA103b-DC Level 3 Part B Dimension ControlA103c Level 3 Part CA103c-DC Level 3 Part C Dimension ControlA103d Level 3 Part DA103d-DC Level 3 Part D Dimension ControlA104 Level 4 Plan OverallA104a Level 4 Part AA104a-DC Level 4 Part A Dimension ControlA104b Level 4 Part BA104b-DC Level 4 Part B Dimension ControlA104c Level 4 Part CA104c-DC Level 4 Part C Dimension ControlA104d Level 4 Part DA104d-DC Level 4 Part D Dimension ControlA105 Roof PlanA105a Roof Plan - Part AA105b Roof Plan - Part BA105c Roof Plan - Part CA105d Roof Plan - Part DA110 Enlarged PlanA111 Enlarged PlanA112 Trash Compactor EnclosureA120 Unit Plan S1A120a Unit Plan S1ansiA121 Unit Plan A1A121a Unit Plan A1aA122 Unit Plan A2A122a Unit Plan A2A123 Unit Plan A3A123a Unit Plan A3A123b Unit Plan A3ansiA124 Unit Plan B0A124a Unit Plan B0A125 Unit Plan B1A125a Unit Plan B1A126 Unit Plan B2A126a Unit Plan B2A127 Unit Plan B3A127a Unit Plan B3A127b Unit Plan B3ansiA127c Unit Plan B3ansiA128 Unit Plan C1A128a Unit Plan C1A128b Unit Plan C1ansiA128c Unit Plan C1ansiA130 Interior Details
Sheet Index - Interiors
Sheet Number Sheet Name
ID0-1 COVER SHEET & GENERAL CONDITIONSID1-1 LEASING & WORKROOM FLOOR PLANID1-2 CONF, BUSINESS, FITNESS & YOGA FLOOR PLANID1-3 FOURTH FLOOR CLUB & PATIO FLOOR PLANID1-4 LEASING & WORKROOM LIGHTING PLANID1-5 CONF, BUSINESS, FITNESS & YOGA LIGHTING PLANID1-6 MAILROOM & FOURTH FLOOR CLUB & PATIO
LIGHTING PLANID1-7 LEVEL 1 ELEVATIONSID1-8 LEVEL 1 ELEVATIONS - CONTINUEDID1-9 RESTROOM ELEVATIONSID1-10 MAILROOM ELEVATIONSID1-11 FOURTH FLOOR CLUB ELEVATIONSID1-12 CABINETRY SECTIONSID1-13 AMENITY AREA FINISH PATTERNSID1-14 APARTMENT UNIT FLOOR PLAN, FINISH PATTERNS,
ENTRY ELEVATIONS
Sheet Index - Structural
Sheet Number Sheet Name
S101 General NotesS102 Wood Framing NotesS103 Special InspectionsS201A Foundation Plan - Part AS201B Foundation Plan - Part BS201C Foundation Plan - Part CS201D Foundation Plan - Part DS202A Second Floor Framing Plan - Part AS202B Second Floor Framing Plan - Part BS202C Second Floor Framing Plan - Part CS202D Second Floor Framing Plan - Part DS203A Third Floor Framing Plan - Part AS203B Third Floor Framing Plan - Part BS203C Third Floor Framing Plan - Part CS203D Third Floor Framing Plan - Part DS204A Fourth Floor Framing Plan - Part AS204B Fourth Floor Framing Plan - Part BS204C Fourth Floor Framing Plan - Part CS204D Fourth Floor Framing Plan - Part DS205A Roof Framing Plan - Part AS205B Roof Framing Plan - Part BS205C Roof Framing Plan - Part CS205D Roof Framing Plan - Part DS206A Shear Wall Plan - Area AS206B Shear Wall Plan - Area BS206C Shear Wall Plan - Area CS206D Shear Wall Plan - Area DS301 Foundation Section & DetailsS501 Typical Steel DetailsS601 Typical Wood Framing DetailsS602 Typical Wood Framing DetailsS603 Wood Framing DetailsS604 Shear Wall Schedule and DetailsS605 Shear Wall DetailsS606 Shear Wall DetailsS701 Typical Masonry Details
Sheet Index - Mechanical
Sheet Number Sheet Name
M100 Mechanical - A1, A2, A3, A3e, & S1 UnitsM101 Mechanical - B0, B1, B2, B3, & C1 UnitsM102 Mechanical - Accessibility UnitsM200 Mechanical - Amenities, First and Second FloorM201 Mechanical - Amenities, First and Fourth FloorM600 Mechanical - SchedulesM601 Mechanical - SchedulesME300 Mechanical & Electrical - First Floor - Section AME301 Mechanical & Electrical - First Floor - Section BME302 Mechanical & Electrical - First Floor - Section CME303 Mechanical & Electrical - First Floor - Section DME304 Mechanical & Electrical - Second Floor - Section AME305 Mechanical & Electrical - Second Floor - Section BME306 Mechanical & Electrical - Second Floor - Section CME307 Mechanical & Electrical - Second Floor - Section DME308 Mechanical & Electrical - Third Floor - Section AME309 Mechanical & Electrical - Third Floor - Section BME310 Mechanical & Electrical - Third Floor - Section CME311 Mechanical & Electrical - Third Floor - Section DME312 Mechanical & Electrical - Fourth Floor - Section AME313 Mechanical & Electrical - Fourth Floor - Section BME314 Mechanical & Electrical - Fourth Floor - Section CME315 Mechanical & Electrical - Fourth Floor - Section DME316 Mechanical & Electrical - Roof - Section AME317 Mechanical & Electrical - Roof - Section BME318 Mechanical & Electrical - Roof - Section CME319 Mechanical & Electrical - Roof - Section D
Sheet Index - Plumbing
Sheet Number Sheet Name
P100 Plumbing - A1, A2, A3, A3e, & S1 UnitsP101 Plumbing - B0, B1, B2, B3, & C1 UnitsP102 Plumbing - Accessibility UnitsP300 Plumbing - Domestic Water & Gas - First Floor - Section AP301 Plumbing - Domestic Water & Gas - First Floor - Section BP302 Plumbing - Domestic Water & Gas - First Floor - Section CP303 Plumbing - Domestic Water & Gas - First Floor - Section DP304 Plumbing - Domestic Water & Gas - Second Floor -
Section AP305 Plumbing - Domestic Water & Gas - Second Floor -
Section BP306 Plumbing - Domestic Water & Gas - Second Floor -
Section CP307 Plumbing - Domestic Water & Gas - Second Floor -
Section DP308 Plumbing - Domestic Water & Gas - Third Floor - Section AP309 Plumbing - Domestic Water & Gas - Third Floor - Section BP310 Plumbing - Domestic Water & Gas - Third Floor - Section CP311 Plumbing - Domestic Water & Gas - Third Floor - Section DP312 Plumbing - Domestic Water & Gas - Fourth Floor - Section
AP313 Plumbing - Domestic Water & Gas - Fourth Floor - Section
BP314 Plumbing - Domestic Water & Gas - Fourth Floor - Section
CP315 Plumbing - Domestic Water & Gas - Fourth Floor - Section
DP316 Plumbing - Domestic Water & Gas - Roof - Section AP317 Plumbing - Domestic Water & Gas - Roof - Section BP318 Plumbing - Domestic Water & Gas - Roof - Section CP319 Plumbing - Domestic Water & Gas - Roof - Section DP320 Plumbing - Domestic Water - RisersP321 Plumbing - Gas - RiserP400 Plumbing - Sanitary Sewer - First Floor - Section AP401 Plumbing - Sanitary Sewer - First Floor - Section BP402 Plumbing - Sanitary Sewer - First Floor - Section CP403 Plumbing - Sanitary Sewer - First Floor - Section DP404 Plumbing - Sanitary Sewer - Second Floor - Section AP405 Plumbing - Sanitary Sewer - Second Floor - Section BP406 Plumbing - Sanitary Sewer - Second Floor - Section CP407 Plumbing - Sanitary Sewer - Second Floor - Section DP408 Plumbing - Sanitary Sewer - Third Floor - Section AP409 Plumbing - Sanitary Sewer - Third Floor - Section BP410 Plumbing - Sanitary Sewer - Third Floor - Section CP411 Plumbing - Sanitary Sewer - Third Floor - Section DP412 Plumbing - Sanitary Sewer - Fourth Floor - Section AP413 Plumbing - Sanitary Sewer - Fourth Floor - Section BP414 Plumbing - Sanitary Sewer - Fourth Floor - Section CP415 Plumbing - Sanitary Sewer - Fourth Floor - Section DP416 Plumbing - Sanitary Sewer - Roof - Section AP417 Plumbing - Sanitary Sewer - Roof - Section BP418 Plumbing - Sanitary Sewer - Roof - Section CP419 Plumbing - Sanitary Sewer - Roof - Section DP420 Plumbing - Sanitary Sewer - RisersP421 Plumbing - Sanitary Sewer - RisersP500 Plumbing - Storm Water - First Floor - Section AP501 Plumbing - Storm Water - First Floor - Section BP502 Plumbing - Storm Water - First Floor - Section CP503 Plumbing - Storm Water - First Floor - Section DP504 Plumbing - Storm Water - Second Floor - Section AP505 Plumbing - Storm Water - Second Floor - Section BP506 Plumbing - Storm Water - Second Floor - Section CP507 Plumbing - Storm Water - Second Floor - Section DP508 Plumbing - Storm Water - Third Floor - Section AP509 Plumbing - Storm Water - Third Floor - Section BP510 Plumbing - Storm Water - Third Floor - Section CP511 Plumbing - Storm Water - Third Floor - Section DP512 Plumbing - Storm Water - Fourth Floor - Section AP513 Plumbing - Storm Water - Fourth Floor - Section BP514 Plumbing - Storm Water - Fourth Floor - Section CP515 Plumbing - Storm Water - Fourth Floor - Section DP516 Plumbing - Storm Water - Roof - Section AP517 Plumbing - Storm Water - Roof - Section BP518 Plumbing - Storm Water - Roof - Section CP519 Plumbing - Storm Water - Roof - Section DP520 Plumbing - Storm Water Courtyard One - RiserP521 Plumbing - Storm Water Courtyard Two - RiserP600 Plumbing - Schedules & Details
Sheet Index - Electrical
Sheet Number Sheet Name
E100 Electrical - A1, A2, A3, A3e, & SI UnitsE101 Electrical - B0, B1, B2, B3, & C1 UnitsE102 Electrical - Accessibility UnitsE200 Electrical - Leasing OfficeE201 Electrical - 4th Floor Club RoomE600 Electrical -CalculationsE601 Electrical -CalculationsE602 Electrical -CalculationsE603 Electrical -CalculationsE604 Electrical -CalculationsE605 Electrical - Detail and SchedulesE606 Electrical - Details and Schedules
Sheet Index - Landscape
Sheet Number Sheet Name
L1.00 Overall Landscape PlanL1.01 Pool Enlargement PlanL1.02 Courtyard Enlargement PlanL1.03 Landscape PlanL1.04 Landscape PlanL2.00 Landscape DetailsL2.01 Landscape DetailsL2.02 Landscape DetailsL3.00 Irrigation PlanL3.01 Irrigation Plan
Sheet Index - Audiovisual, Security, and Communications
Sheet Number Sheet Name
AV-001 LEGEND AND NOTES - AUDIOVISUALAV-201 LEVEL1 OVERALL - AUDIOVISUALAV-202 LEVEL 2 OVERALL - AUDIOVISUALAV-204 LEVEL 4 OVERALL - AUDIOVISUALAV-301 ENLARGED PLANS - AUDIOVISUALAV-302 ENLARGED PLANS - AUDIOVISUALAV-303 ENLARGED PLANS - AUDIOVISUALAV-304 ENLARGED PLANS - AUDIOVISUALAV-401 GENERAL DETAILS - AUDIOVISUALAV-402 GENERAL DETAILS AUDIOVISUALSC-001 LEGEND AND NOTES - SECURITYSC-200 SITE PLAN - SECURITYSC-201A LEVEL 1 AREA A - SECURITYSC-201B LEVEL 1 AREA B - SECURITYSC-204A LEVEL 4 AREA A - SECURITYSC-301 DOOR ELEVATIONS - SECURITYSC-401 GENERAL DETAILS - SECURITYT-001 LEGENDS AND NOTES - COMMUNICATIONST-200 SITE PLAN - COMMUNICATIONST-201 LEVEL 1 OVERALL - COMMUNICATIONST-202 LEVEL 2 OVERALL - COMMUNICATIONST-203 LEVEL 3 OVERALL - COMMUNICATIONST-204 LEVEL 4 OVERALL - COMMUNICATIONST-205 ROOF PLAN - COMMUNICATIONST-206 ENLARGED PLAN - COMMUNICATIONST-207 ENLARGED PLAN - COMMUNICATIONST-208 UNIT PLANS - COMMUNICATIONST-209 UNIT PLANS - COMMUNICATIONST-301 TELECOM ROOM DETAILS - COMMUNICATIONST-401 GENERAL DETAILS - COMMUNICATIONS
Sheet Index - Mechanical/Plumbing/Electrical
Sheet Number Sheet Name
MEP-001 Mechanical, Electrical, Plumbing SchedulesMEP-002 Site Plan - Mechanical and ElectricalMEP-003 Site Plan - Mechanical and Electrical
No. Description Date
h
MEAN ROOF HEIGHT
"a"
"a"
"a"
"a"
1. BUILDING CODE: 2012 EDITION OF THE INTERNATIONAL BUILDING
CODE AS AMENDED BY THE CITY OF AUSTIN, TX.
2. SUPPLEMENTAL CODES AND REFERENCES TO BE USED FOR DESIGN,
DETAILING AND CONSTRUCTION ARE:
A. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
(ACI 318-11).
B. "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS"
(ACI 301-11).
C. "STEEL CONSTRUCTION MANUAL" (AISC, FOURTEENTH EDITION).
CODES AND DESIGN SPECIFICATIONS:
SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF
9. PROVIDE 8" (U.N.O.) BOND BEAMS AT TOP OF ALL CMU WALLS WHICH
2- #5 CONTINUOUS. ALL BOND BEAMS SHALL CONSIST OF U-SHAPED
10. ALL CELLS WHICH ARE REQUIRED TO BE GROUTED AND ALL BOND BEAMS
SHALL BE GROUTED WITH COARSE GROUT, NOT MASONRY MORTAR.
ARE NOT FULLY GROUTED. BOND BEAMS SHALL BE REINFORCED WITH
REINFORCEMENT IN THE LAPPED DISTANCE.
BLOCKS.
1. HOLLOW LOAD BEARING MASONRY UNITS SHALL CONFORM TO A.S.T.M.
C-90, LIGHT WEIGHT, TYPE N1, WITH A MINIMUM COMPRESSIVE
STRENGTH OF 1800 P.S.I. ON THE NET AREA OF THE BLOCK.
3. COARSE GROUT SHALL CONFORM TO A.S.T.M. 476 WITH A MAXIMUM
AGGREGATE SIZE OF 3/8", AND A MINIMUM COMPRESSIVE STRENGTH OF
4. THE FIRST TWO CELLS AT CORNERS AND ENDS OF ALL CMU WALLS SHALL
BE REINFORCED WITH 1- #5 AND GROUTED. 1- #4 EXTENDING 2'
BEYOND CORNERS SHALL BE PLACED EACH SIDE OF WALL OPENINGS.
5. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND
AT INTERVALS NOT EXCEEDING 8'-0" WITH A MINIMUM CLEARANCE OF
3/4" FROM THE MASONRY, AND NOT LESS THAN ONE BAR DIAMETER
6. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND
CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS.
7. HORIZONTAL WALL REINFORCING IN WALLS WHICH ARE FULLY GROUTED
SHALL BE DUR-O-WALL TRUSS TYPE HORIZONTAL REINFORCING AT 8"
8. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND
BETWEEN BARS.
O.C.
3000 P.S.I.
2. MORTAR SHALL CONFORM TO A.S.T.M. C-476, TYPE S.
STRUCTURAL MASONRY:
GRADE SLABS ........................... 3000 PSI
GRADE BEAMS .......................... 3000 PSI
SPOT FOOTINGS ........................3000 PSI
ALL OTHER ................................ 3000 PSI
CONCRETE MIX DESIGNS:
1. PROVIDE NORMAL WEIGHT CONCRETE HAVING THE FOLLOWING MINIMUM 28 DAY
COMPRESSIVE STRENGTHS AND GENERAL CHARACTERISTICS:
2. MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE BASED
ON HISTORICAL PERFORMANCE DATA FROM THE SELECTED TRANSIT MIX CONCRETE
SUPPLIER AND APPROVED BY THE ENGINEER.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONCRETE SUPPLIER TO
SELECT THE PROPER TYPE OF PORTLAND CEMENT (INCLUDING QUANTITIES),
AGGREGATES (INCLUDING QUANTITIES) AND WATER CEMENT RATIO TO PRODUCE THE
REQUIRED MINIMUM 28 DAY COMPRESSIVE STRENGTHS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONCRETE SUPPLIER TO RECOMMEND ANY
ENHANCING AGENTS OR ADMIXTURES TO PROVIDE A WORKABLE AND DURABLE
PRODUCT.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONCRETE SUPPLIER TO COORDINATE WITH
THE GENERAL CONTRACTOR FOR ANY ADJUSTMENTS
WHICH MAY BE NECESSARY TO PROVIDE FOR HIGH EARLY STRENGTHS
TO FACILITATE AND ELIMINATE DELAYS IN CONSTRUCTION.
6. WHERE GROUT IS CALLED FOR, USE A NON-SHRINK, NON-STAINING
PREMIXED GROUT.
BUILDING ISOMETRIC VIEW
COMPONENT AND CLADDING WIND PRESSURE DIAGRAM NOTES:
1. REFER TO GENERAL NOTES FOR WIND LOAD DESIGN CRITERIA.
2. POSITIVE LOADS ACT IN A PERPENDICULAR DIRECTION TOWARDS THE SURFACE.
NEGATIVE LOADS ACT IN A PERPENDICULAR DIRECTION AWAY FROM THE SURFACE.
3. WIND LOADS CALCULATED ARE BASED ON THE PROVISIONS OF ASCE 7-05. VALUES SHOWN ARE
DETERMINED ASSUMING AN ENCLOSED BUILDING WITH AN INTERNAL PRESSURE COEFFICIENT = +/-0.18
AND A Kd FACTOR = 0.85.
4. LINEAR INTERPOLATION IS PERMITTED FOR TRIBUTARY AREAS BETWEEN VALUES GIVEN.
5. "a" SHALL BE THE LESSER OF 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR 0.4x"h", BUT NOT
LESS THAN 4 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR 3 FT.
6. FIGURES SHOWN ARE ILLUSTRATIVE ONLY AND ARE NOT INTENDED TO DEPICT THE ACTUAL
STRUCTURE DIMENSIONS.
7. ALL DESIGNERS USING THIS WIND LOAD DIAGRAM MUST INDEPENDENTLY VERIFY THE DESIGN
PRESSURES BASED ON THE APPLICABLE BUILDING CODES.
8. ROOF PRESSURES ARE FOR FLAT ROOF ONLY. WIND LOADS FOR THE DESIGN OF SLOPED ROOFS (WITH
ANGLES GREATER THAN 10 DEGREES) SHALL BE OBTAINED USING THE PROVISIONS OF ASCE 7-05.
9. PARAPETS SHALL BE DESIGNED FOR COMPONENTS AND CLADDING LOADS PER ASCE 7-05 SECTION
6.5.12.4.4. IF A PARAPET 3'-0" OR HIGHER OCCURS AROUND THE PERIMETER OF THE ROOF, ZONE 3 MAY
BE TREATED AS ZONE 2 FOR ROOF PRESSURE AND SUCTION.
ROOF, ZONE 1
ROOF, ZONE 2
ROOF, ZONE 3
WALL, ZONE 4
WALL, ZONE 5
DESIGN LOADING:
LIVE:
A. FLAT ROOFS .......................................................... 20 PSF
B. RESIDENTIAL ......................................................... 40 PSF
C. BALCONIES (LESS THAN 100 SQ.FT) .................. 60 PSF
D. BALCONIES (GREATER THAN 100 SQ.FT) .......... 100 PSF
E. ROOF-TOP AMENITY ............................................. 100 PSF
F. STAIRS ................................................................... 100 PSF
G. PRIVATE RESIDENTIAL CORRIDORS ................... 40 PSF
SUPERIMPOSED DEAD LOAD:
A. ROOF-TOP AMENITY .............................................. 50 PSF
WIND:
A. BASIC WIND SPEED ............................................. 110 MPH
B. IMPORTANCE FACTOR ........................................ 1.0
C. EXPOSURE ............................................................ B
D. GCpi ........................................................................ +/- 0.18
E. COMPONENTS & CLADDING ................................ RE: TABLE THIS SHEET
EARTHQUAKE:
A. IMPORTANCE FACTOR ......................................... 1.0
B. Ss, S1 ...................................................................... 0.081, 0.033
C. SITE CLASS ............................................................ C
D. Sds, Sd1 .................................................................. 0.065, 0.037
E. SEISMIC DESIGN CATEGORY .............................. A
F. DESIGN BASE SHEAR (BUILDING / GARAGE) ....... 120 KIPS / 190 KIPS
G. Cs ............................................................................ 0.022
H. R ............................................................................... 3.0
I. ANALYSIS PROCEDURE ....................................... EQUIVALENT LATERAL FORCE
STRUCTURAL STEEL:
1. STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. "STEEL CONSTRUCTION MANUAL",
FOURTEENTH EDITION.
2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN
WELDING SOCIETY. WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 FOR SERIES
#E70 ELECTRODES.
3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE
"SPECIFICATIONS" FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 BOLTS OR A490 BOLTS, AS
APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED JOINTS USING ASTM A-325 BOLTS.
USE BEARING TYPE BOLTS WITH THREADS EXCLUDED FROM THE SHEAR PLANE.
4. IN GENERAL, IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT ALL SHOP
CONNECTIONS ARE TO BE WELDED OR BOLTED AND ALL FIELD CONNECTIONS ARE TO BE BOLTED
EXCEPT WHERE NOTED ON THE DRAWINGS OTHERWISE.
5. STRUCTURAL STEEL SHAPES, PLATES, ETC., SHALL CONFORM TO THE FOLLOWING MINIMUM
REQUIREMENTS:
A. W SHAPE ............................. ASTM A992, Fy = 50ksi
B. RECTANGULAR HSS ........... ASTM A500 Gr.B, Fy = 46ksi
C. ROUND HSS ....................... ASTM A500 Gr.B, Fy = 42ksi
D. PIPE ..................................... ASTM A53 Gr.B, Fy = 35ksi
E. M,S,C,MC,L ........................... ASTM A36, Fy = 36ksi
F. HP .......................................... ASTM A572 Gr. 50, Fy = 50ksi
G. PLATES & BARS................... ASTM A572 Gr. 50, Fy = 50ksi
6. ALL BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED
OTHERWISE. PLATE SIZES, NUMBER AND SIZE OF BOLTS FOR FIELD CONNECTIONS SHALL BE
DESIGNED BY THE FABRICATOR. DESIGN STANDARD CONNECTIONS USING 55% OF THE TOTAL LOAD
CAPACITY SHOWN IN THE BEAM TABLES, PART 3, FOURTEENTH EDITION OF THE A.I.S.C. CODE FOR
GIVEN BEAM SPAN IF THE SHEAR IS NOT GIVEN. IN NO CASE SHALL THE MINIMUM NUMBER OF BOLTS
BE LESS THAN 2 ROWS FOR W12 & SMALLER;, 3 ROWS FOR W14, W16, & W18, 4 ROWS FOR W21 AND
W24, 5 ROWS FOR W27 & W30 AND 6 ROWS FOR W33 AND W36.
7. PROVIDE A PRIME COAT OF RED OXIDE PAINT TO ALL STRUCTURAL STEEL PRIOR TO SHIPMENT.
8. ALL SCARRED, MARRED, OR OTHERWISE DAMAGED PAINT SHALL BE TOUCHED UP AFTER
COMPLETION OF CONSTRUCTION.
9. PROVIDE WEB STIFFENERS TO ALL BEAMS AT SUPPORT LOCATIONS. WELD STIFFENERS TO EACH
SIDE OF BEAM CENTERED DIRECTLY ABOVE SUPPORT. MIN. PLATE THICKNESS IS ¼".
10. ALL HEADED STUDS SHALL BE DRAWN ARC WELDED.
SHOP DRAWINGS AND SUBMITTALS:
1. SHOP DRAWINGS AND SUBMITTALS PERTINENT TO STRUCTURAL MEMBERS AND SYSTEMS DESIGNED
BY THE STRUCTURAL ENGINEER OF RECORD WILL BE REVIEWED FOR GENERAL CONFORMANCE TO
THE FOR CONSTRUCTION STRUCTURAL DRAWINGS PRODUCED BY THE ENGINEER OF RECORD.
2. ALL SHOP DRAWINGS PERTINENT TO STRUCTURAL SHALL INDICATE THE DATE OF THE
CORRESPONDING STRUCTURAL DRAWINGS FROM WHICH THEY WERE PRODUCED. ALL SHOP
DRAWINGS SHALL REFERENCE THE STRUCTURAL PLANS, SECTIONS OR DETAILS FROM WHICH THEY
WERE PRODUCED.
3. FABRICATION OF STRUCTURAL COMPONENTS DETAILED IN SHOP DRAWINGS AND SUBMITTALS
SHALL NOT COMMENCE WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER, ARCHITECT
AND CONTRACTOR.
4. STRUCTURAL ELEMENTS AND SYSTEMS SHALL BE CONSTRUCTED UTILIZING THE FOR CONSTRUCTION
STRUCTURAL DRAWINGS IN CONJUNCTION WITH APPROVED SHOP DRAWINGS. ANY DISCREPANCIES
BETWEEN STRUCTURAL DRAWINGS, OTHER CONSULTANT DRAWINGS AND APPROVED SHOP DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO COMMENCING
FABRICATION OR CONSTRUCTION.
11. UNLESS NOTED OTHERWISE BY THE ARCHITECT, 3 HOUR FIRE RATED
CMU WALLS SHALL CONSIST OF FULLY GROUTED 8" STANDARD CMU BLOCK.
BUILDING PAD PREPARATION (CHEMICAL INJECTION):
1. ALL BUILDING PADS SHALL BE STABILIZED WITH CHEMICAL INJECTION WITH STICK
ACCORDANCE WITH RECOMMENDATIONS SET FORTH IN THE GEOTECH REPORT AND OR
THE SUPPLEMENTAL GEOTECH REPORT.
2. INSTALL SUFFICIENT MATERIAL TO ACHIEVE UNIFORM DISPERSAL AND RESULT IN A
PERMANENT REDUCTION IN AVERAGE SWELL POTENTIAL OF LESS THAN 1%, WITH NO
SINGLE SWELL GREATER THAN 1.5%. UPON COMPLETION OF BUILDING PAD
STABILIZATION, TESTING LAB SHALL CONFIRM THROUGH TESTING THAT COMPLETED
BUILDING PAD HAS ATTAINED MET THE AFOREMENTIONED MAXIMUM SWELL CRITERIA.
3. FILL REQUIRED (ON-SITE MATERIAL) TO ACHIEVE FINISH SUB-GRADE SHALL BE PLACED IN
8" MAXIMUM LOOSE LIFTS AND COMPACTED TO WITHIN 95% OF STANDARD PROCTOR
DENSITY AT 2 POINTS ABOVE OPTIMUM MOISTURE CONTENT.
4. IMPORTED FILL MATERIAL UTILIZED TO ACHIEVE FINISH SUB-GRADE ELEVATION SHALL
BE SELECT FILL HAVING A PLASTICITY INDEX OF AT LEAST 4 BUT NOT GREATER THAN 12
WITH NO MORE THAN 40% PASSING THE NO. 200 SIEVE.
5. IMPORTED FILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND COMPACTED TO
WITHIN 95% OF STANDARD PROCTOR DENSITY AT 2 POINTS ABOVE OPTIMUM MOISTURE
CONTENT.
6. TESTING LAB SHALL CONFIRM AND ISSUE A REPORT INDICATING THAT THE BUILDING PAD
HAS BEEN STABILIZED IN SUCH A MANNER THAT THE MAXIMUM POTENTIAL VERTICAL
RISE OF THE COMPLETED BUILDING PAD WILL NOT EXCEED 1" IN THE INJECTED ZONE.
SLAB-ON-GRADE NOTES:
1. SLAB ON GRADE SHALL BE 4" THICK REINFORCED WITH #3 @ 12" O.C. EACH WAY 1 1/2"
CLEAR FROM TOP OF SLAB.
2. REFER TO ARCH. DRAWINGS FOR SUB-CONCRETE SLAB VAPOR BARRIER SPECIFICATIONS.
3. GRADING SAND TO CONTROL CONCRETE THICKNESS SHALL NOT EXCEED 2" THICKNESS
AND SHALL BE PROPERLY COMPACTED.
4. THE TOP 6" OF FINISH SUBGRADE SHALL BE SCARIFIED AND RE-COMPACTED TO WITHIN 95%
OF STANDARD PROCTOR DENSITY AT OR SLIGHTLY ABOVE OPTIMUM MOISTURE CONTENT.
5. THE GRADE SLAB SHALL HAVE CONTROL JOINTS SPACED AT 25' MAXIMUM ON CENTER
EACH WAY. THE CONTROL JOINTS MAY BE TOOLED OR SAWN.
CONCRETE REINFORCEMENT :
1. REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO
A.S.T.M. A-615, GRADE 60.
2. REINFORCING BARS SHALL BE DETAILED IN ACCORDANCE WITH THE A.C.I. DETAILING
MANUAL. PROVIDE BAR SUPPORTS AND SPACERS AS REQUIRED.
3. PROVIDE CORNER BARS AT ALL INTERSECTING REINFORCING MEMBERS IN WALLS AND
BEAMS. CORNER BARS SHALL BE THE SAME SIZE AS THE LARGER INTERSECTING BAR AND
SHALL PROVIDE A MINIMUM LAP OF 30 BAR DIAMETERS.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
A. CONCRETE SLABS-ON-GRADE ................................... 1 1/2" CLEAR TOP
B. PIERS .............................................................................. 3" CLEAR
C. PIER CAPS ...................................................................... 3" CLEAR BOTT.
1 1/2" ELSEWHERE
D. BEAMS & COLUMNS ...................................................... 1 1/2" CLEAR
E. POST-TENSIONED SLABS ............................................. 3/4" CLEAR BOTT.
5. DETAILING OF REINFORCING BARS IN GRADE SLABS, GRADE BEAMS SHALL BE AS FOLLOWS:
A. TOP AND BOTTOM BARS TO BE CONTINUOUS BETWEEN SUPPORTS.
B. TOP BARS AT THE ENDS OF BEAMS TO HAVE STANDARD 90 DEGREE HOOKS.
C. SPLICE TOP BARS AT THE MIDSPAN BETWEEN SUPPORTS. (U.N.O.)
D. SPLICE BOTTOM BARS DIRECTLY OVER SUPPORTS. (U.N.O.)
E. ALTERNATE SPLICES IN MIDDLE BARS BETWEEN SUPPORTS AND MIDSPANS WITH
NO MORE THAN 1/2 OF THE BARS SPLICED AT ANY ONE LOCATION.
F. ALL BAR SPLICES SHALL BE 30 BAR DIAMETERS MINIMUM.
BUILDING COMPONENT AND CLADDING DESIGN WIND PRESSURES (+) AND SUCTION (-) (PSF)
ZONE 1 -24.3 - -23.0 - -21.2 - -19.8 - -18.4 -
ZONE 2 -38.2 - -36.3 - -33.8 - -31.8 - -29.9 -
ZONE 3 -52.1 - -49.6 - -46.4 - -43.9 - -41.4 -
ZONE 4 -16.6 +16.6 -16.6 +16.6 -15.8 +15.3 -15.1 +14.3 -14.4 +13.3
ZONE 5 -30.5 +16.6 -30.5 +16.6 -27.0 +15.3 -24.3 +14.3 -21.7 +13.3
PARAPET COMPONENT AND CLADDING DESIGN WIND PRESSURES (+) AND SUCTION (-) (PSF)
EFFECTIVE AREA (SQ FT) 10 20 50 100 200
ZONE 4 +49.3 -27.7 +47.4 -27.7 +43.5 -25.5 +40.6 -23.9 +37.7 -22.2
ZONE 5 +63.1 -41.6 +60.7 -41.6 +56.1 -36.8 +52.7 -33.1 +49.2 -29.5
EFFECTIVE AREA (SQ FT) 10 20 50 100 200
FOUNDATION DESIGN :
1. FOUNDATIONS HAVE BEEN PROPORTIONED IN ACCORDANCE WITH
RECOMMENDATIONS SET FORTH IN THE SUBSURFACE INVESTIGATION REPORT
AUTHORED BY TERRACON CONSULTANTS, INC., THEIR PROJECT NO. 96155032,
DATED MARCH 23, 2015.
BUILDING PAD PREPARATION:
1. BUILDING PAD PREPARATION SHALL BE IN STRICT COMPLIANCE WITH THE
GEOTECH INVESTIGATION PREPARED BY TERRACON CONSULTING, INC., THEIR
PROJECT NO. 96155032, DATED MARCH 23, 2015.
2. BUILDING PAD IS REQUIRED TO BE STABILIZED PER THE GEOTECH REPORT TO
ACHIEVE A PERMANENT REDUCTION IN POTENTIAL VERTICAL MOVEMENT OF 1"
OR LESS.
3. CONSULT THE GEOTECH INVESTIGATION PEFORMED BY TERRACON
CONSULTING, INC. FOR DESCRIPTIONS RELATED TO THE VARIOUS SOIL STRATA
AND THEIR RELATIVE LOCATIONS THROUGHOUT THE PROJECT. THE REPORT
INDICATES THAT EARTHWORK OPERATIONS COULD AFFECT THE STRATA IN
WHICH THE FOUNDATIONS BEAR, RESULTING IN MODIFICATIONS TO THE
ESTIMATED POTENTIAL VERTICAL MOVEMENT OF THE SOILS UNDERLAYING THE
FOUNDATIONS. CONSULT THE GEOTECH DURING EARTHWORK OPERATIONS TO
VERIFY SOIL STRATA AND WHAT, IF ANY, SUBGRADE MODIFICATIONS ARE
REQUIRED TO ACHIEVE A PVM OF 1" OR LESS.
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
12" = 1'-0"
5/1
3/2
016 1
1:4
9:4
0 A
M
S101
General Notes
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
No. Description Date
WOOD FLOOR & ROOF FRAMING:
1. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH THE JOIST DEPTH. HOLES
BORED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP AND BOTTOM CHORD OF THE JOIST, AND THE
DIAMETER OF ANY HOLE SHALL NOT EXCEED ONE THIRD THE DEPTH OF THE JOIST. NOTCHES IN
THE TOP OR BOTTOM CHORDS OF JOISTS SHALL NOT EXCEED ONE SIXTH THE DEPTH AND SHALL
NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. THE GENERAL CONTRACTOR SHALL
COORDINATE THESE GUIDELINES WITH OTHER TRADES.
2. HOLES AND NOTCHES IN BEAMS AND HEADERS ARE NOT PERMITTED UNLESS VERIFIED IN WRITING
BY THE ENGINEER OF RECORD.
3. BEAMS COMPRISED OF 2 OR MORE MEMBERS SHALL BE GLUED AND NAILED TOGETHER WITH A
MINIMUM OF TWO (2) ROWS OF 16d NAILS AT 12" ON CENTER. BEAMS COMPRISED OF THREE OR
MORE MEMBERS SUPPORTING LOAD THROUGH SIDE HANGERS SHALL HAVE ADDITIONAL ½"
DIAMETER THRU BOLTS AT 18" ON CENTER STAGGERED TOP AND BOTTOM.
4. SPLICING OF MEMBERS SHALL NOT BE PERMITTED UNLESS SHOWN ON THE PLANS OR VERIFIED IN
WRITING BY THE ENGINEER.
5. INSTALL MEMBERS TRUE, PLUMB AND LEVEL AND PROVIDE ADEQUATE TEMPORARY BRACING AND
SHORING UNTIL FINAL CONNECTIONS ARE MADE.
6. DURING CONSTRUCTION, STOCK PILES OF GYPSUM SHEATHING STORED ON ANY LEVEL ABOVE THE
FOUNDATION SHALL NOT EXCEED 16 SHEETS (10 INCHES).
WOOD WALL FRAMING:
1. REFER TO HEADER AND COLUMN SCHEDULE FOR EXACT NUMBER OF 2x STUDS TO BE INSTALLED
DIRECTLY BENEATH HEADER. UNLESS NOTED OTHERWISE, PROVIDE AN EQUAL NUMBER OF 2x
STUDS AT EACH END OF BUILT-UP BEAMS AS THE NUMBER OF MEMBERS IN THE BEAM.
2. PROVIDE DOUBLE STUDS AT ALL ANGLES , CORNERS, AND OPENINGS
3. PROVIDE DOUBLE TOP PLATES AT THE TOP OF ALL STUD WALLS.
4. DOUBLE PLATES SHALL LAP A MINIMUM OF FOUR (4) FEET. SPLICES SHALL OCCUR AT CENTER OF
SUPPORTING STUD.
5. REFERENCE SHEARWALL NAILING AND SHEATHING NOTES AND ARCHITECTURAL PLANS FOR WALL
SHEATHING TYPE AND NAILING REQUIREMENTS.
6. BUILT-UP COLUMNS (AND SHEAR WALL CHORDS) SUPPORTING BEAMS, HEADERS AND TRUSS
GIRDERS SHALL BE CAPABLE OF TRANSFERRING LOAD THRU EACH FLOOR SYSTEM
UN-INTERRUPTED TO THE FOUNDATION. PROVIDE STUB COLUMNS AT LOCATIONS WHERE FLOOR
TRUSSES ARE NOT EXACTLY BENEATH THE COLUMN BASE. UNLESS NOTED OTHERWISE STUB
COLUMNS SHALL BE MULTI-PLY EQUAL TO THAT OF THE BUILT-UP COLUMN, AND OF THE SAME
MATERIAL AS THE WALL STUDS.
7. BUILT UP COLUMNS SHALL BE LAMINATED IN STRICT COMPLIANCE WITH RECOMMENDATIONS SET
FORTH IN THE MOST CURRENT EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
8. INSTALL CORNER BRACING IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AT OR
ADJACENT TO EVERY EXTERIOR CORNER.
9. SILL PLATES AT THE BUILDING EXTERIOR SHALL BE FASTENED TO THE CONCRETE SUPPORT
STRUCTURE WITH ½" DIAMETER ANCHOR BOLTS @ 48" ON CENTER OR PER SHEARWALL NAILING
AND SHEATHING NOTES AT SHEARWALLS (MINIMUM 2 BOLTS PER PLATE TYPICAL). INTERIOR SILL
PLATE SHALL BE ANCHORED WITH "HILTI" X-CP 72 POWER DRIVEN PINS @ 18" ON CENTER OR PER
SHEARWALL NAILING AND SHEATHING NOTES AT SHEARWALLS (MINIMUM 4 PINS PER PLATE
TYPICAL).
10. LOAD BEARING WALLS, INCLUDING SHEARWALLS, CONSTRUCTED FROM FINGER JOINTED STUDS
SHALL BE SHEATHED ON AT LEAST ONE FACE OR BRACED W/1x4 HORIZONTAL (CONT.) AT
MID-HEIGHT OF WALL PRIOR TO LOADING THEM WITH FLOOR CONSTRUCTION.
11. FINGER JOINTED STUDS SHALL EXCEED THE MATERIAL PROPERTIES AND ALLOWABLE STRESSES
FOR SOLID LUMBER AS SPECIFIED FOR STUD GRADE CONSTRUCTION.
12. SILL PLATES AT FIRST FLOOR GROUND BEARING FOUNDATION SHALL BE NATURALLY DURABLE OR
PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH IBC CODE REQUIREMENTS.
13. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL CONDITIONS, DIMENSIONS AND
ELEVATIONS PRIOR TO ANY CONSTRUCTION.
PLYWOOD OR ORIENTED STRAND BOARD:
1. PLYWOOD OR ORIENTED STRAND BOARD SHALL BE APA-RATED SHEATHING FOR FLOORS, ROOFS
AND WALLS.
2. PLYWOOD OR ORIENTED STRAND BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
APA RECOMMENDATIONS FOR FLOOR, ROOF AND WALL CONSTRUCTION.
3. PROVIDE A MINIMUM 1/8" SPACE BETWEEN PLYWOOD OR ORIENTED STRAND BOARD PANELS ALONG
ALL PANEL EDGES UNLESS NOTED OTHERWISE BY PANEL MANUFACTURER.
4. LONG PANEL DIMENSION OF PLYWOOD OR ORIENTED STRAND BOARD SHALL BE PLACED
PERPENDICULAR TO SUPPORTS AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS.
5. PROVIDE PANEL CLIP OR TONGUE AND GROOVE EDGES AS APPLICABLE IN ACCORDANCE WITH APA
RECOMMENDATIONS.
6. UNLESS OTHERWISE NOTED ON STRUCTURAL DETAILS, NAIL SHEATHING W/8d COMMON NAILS AT 6"
ON CENTER ALONG PANEL EDGES AND W/8d COMMON NAILS @ 12" ON CENTER ALONG
INTERMEDIATE FRAMING MEMBERS.
7. ADHESIVES USED TO ATTACH FLOOR SHEATHING TO FRAMING MEMBERS SHALL CONFORM WITH
CONFORMANCE SPECIFICATION AFG-01 OF THE APA FOR GLUED FLOOR SYSTEMS.
8. PLYWOOD DECK SHALL CONFORM TO THE MINIMUM THICKNESS INDICATED ON THE DRAWINGS AND
SHALL BE MANUFACTURED IN ACCORDANCE WITH SPECIFICATIONS OF THE AMERICAN PLYWOOD
ASSOCIATION.
9. PLYWOOD DECK FOR FLOOR AND ROOF DIAPHRAGMS SHALL BE FASTENED TO SUPPORTING
MEMBERS USING THE NAIL SIZE AND SPACING AS SHOWN ON THE DRAWINGS.
WOOD CONNECTORS:
1. NAILS, SPIKES, STAPLES, BOLTS, NUTS, WASHERS, ETC. SHALL BE GALVANIZED FOR EXTERIOR OR
TREATED WOOD LOCATIONS; PLAIN FINISH FOR INTERIOR LOCATIONS.
2. FRAMING CONNECTORS SHALL BE SIMPSON "STRONG-TIE" OR APPROVED EQUAL AND SHALL BE
BUILDING CODE APPROVED FOR THE TYPE OF INSTALLATION INDICATED.
3. BOLT HOLES THROUGH WOOD SHALL BE DRILLED 1/16" MAXIMUM LARGER THAN THE DIAMETER OF
THE BOLTS TO BE INSTALLED.
4. BOLTS THOUGH WOOD SHALL BE FITTED WITH STANDARD WASHERS AT HEAD AND NUT ENDS.
5. BOLTS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981
MATERIAL PROPERTIES FOR WOOD FRAMING:
MATERIAL
Fb = 1200 psi
Fv = 90 psi
E = 1,600,000 psi
#2 S.Y.P.
Fv = 90 psi
E = 1,600,000 psi
Fb = 2,925 psi
Fv = 285 psi
Ft = 1,850 psi
Fc = 2,700 psi
E = 2,000,000 psi
Fb = 900 psi
Fc = 1350 psi
E = 1,600,000 psi
WALL STUDS
Fc = 850 psi
E = 1,400,000 psi
#2 S.Y.P.(2x WIDTH 8" & SMALLER)
BEAMS, HEADERS, JOISTS
& SILL PLATES
Fb = 975 psi(2x WIDTH 10" & WIDER)
BEAMS, HEADERS, JOISTS
& SILL PLATES
LAMINATED VENEER
LUMBER (LVL), PARALLEL
STRAND LUMBER (PSL)
#2 D.F.L.WOOD COLUMNS
STUD D.F.L. Fb = 700 psi
MEMBERS: ALLOWABLE STRESSES:
OF LOAD BEARING WALL
TOP PLATES & SILL PLATES #2 D.F.L.
PREFABRICATED WOOD TRUSSES:
1. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN
ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE
LUMBER AND ITS FASTENINGS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
2. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED, WITH A MAXIMUM ALLOWABLE STRESS
INCREASE FOR LOAD DURATION OF 15%, TO WITHSTAND THE FOLLOWING LOADS:
A. FLOOR LOADING: TOP CHORD: DL = 25 PSF
DL = 50 PSF (ROOF TOP AMENITY AREA) LL = 40 PSF (APARTMENTS)
LL = 100 PSF (CORRIDORS)
LL = 60 PSF (BALCONIES)
LL = 100 PSF (BALCONIES > 100 SQ.FT. AREA)
LL = 100 PSF (ROOF TOP AMENITY AREA)
BOTTOM CHORD: DL = 10 PSF
B. ROOF LOADING: TOP CHORD: DL = 15 PSF
LL = (REFER TO DESIGN LIVE LOADING)
BOTTOM CHORD: DL = 5 PSF
3. TRUSS MANUFACTURER SHALL DESIGN FLOOR TRUSSES SUPPORTING LOAD BEARING WALLS TO CARRY
THE LOAD IMPOSED BY THE BEARING WALL IN ADDITION TO THE SPECIFIED LOADING.
4. TRUSS MANUFACTURER SHALL DESIGN ALL FLOOR AND ROOF TRUSSES FOR ALL GRAVITY, SHEAR AND
WIND LOADS.
5. TRUSSES ARE DESIGNED FOR IN SERVICE CONDITIONS ONLY. CONTRACTOR SHALL TAKE NECESSARY
PRECAUTIONS TO PROPERLY BRACE TRUSSES DURING LIFTING AND ERECTION.
6. THE TRUSS MANUFACTURER SHALL SUBMIT THE FOLLOWING CERTIFICATIONS, SEALED BY THE ENGINEER
RESPONSIBLE FOR DESIGN, FOR THE ARCHITECT'S APPROVAL PRIOR TO FABRICATION OF ANY MATERIALS.
A. CERTIFICATION OF THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS BY AN
INDEPENDENT AGENCY.
B. CERTIFICATION THAT THE MANUFACTURER IS LICENSED TO FABRICATE TRUSSES UTILIZING THE CONNECTOR
SYSTEM PROPOSED.
C. CERTIFICATION THAT THE TRUSSES ARE DESIGNED TO MEET THE LOAD CRITERIA SPECIFIED HEREIN.
D. FABRICATION AND INSTALLATION DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTOR FOR APPROVAL OF
SIZE, SHAPE AND LAYOUT PRIOR TO FABRICATION OF MATERIALS.
E. CERTIFICATION THAT THE TRUSSES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE CRITERIA SET FORTH
IN TPI 1-2007
7. TRUSS LENGTHS AND PROFILES SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS PRIOR TO
FABRICATION, CONFIGURATION AND SIZE OF WEB CHORD MEMBERS SHALL BE DETERMINED BY TRUSS
MANUFACTURER.
8. CONTRACTOR SHALL KEEP TRUSSES LATERALLY BRACED DURING ERECTION, UNTIL ALL DIAPHRAGMS ARE
INSTALLED.
9. THE MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19 % NOR BE LESS THAN 7 % AT THE TIME OF
FABRICATION.
10. TRUSS MANUFACTURER SHALL RECOMMEND FOR INSTALLATION BY THE GENERAL CONTRACTOR, THE
MINIMUM BRIDGING REQUIRED FOR OPEN WEB WOOD FLOOR AND ROOF TRUSSES.
11. TRUSS MANUFACTURER (DESIGNER) SHALL PUBLISH THE MAXIMUM NET UPLIFT FORCE REQUIRED FOR
ANCHORAGE OF THE ROOF TRUSSES.
12. MAXIMUM LIVE LOAD DEFLECTION SHALL BE SPAN/240 FOR ROOF TRUSS AND SPAN/360 FOR FLOOR,
BALCONY AND BREEZEWAY/CORRIDOR TRUSSES.
13. TRUSS MANUFACTURERS SHALL RECOMMEND MINIMUM ADEQUATE LATERAL BRACING AS NEEDED FOR
GABLE END TRUSSES.
14. TRUSS MANUFACTURER SHALL DESIGN ROOF TRUSSES TO SUPPORT ROOF TOP MECHANICAL UNITS.
COORDINATE LOCATION AND DESIGN WEIGHTS WITH MECHANICAL.
1. ALL WOOD FRAMING SHALL BE USED AT 19% MAXIMUM MOISTURE CONTENT AND SHALL MEET THE
FOLLOWING MINIMUM REQUIREMENTS (ALLOWABLE STRESSES ARE UNFACTORED AND ARE BASED ON
THE 2005 NATIONAL DESIGN SPECIFICATION (NDS) PUBLISHED BY THE NATIONAL FOREST PRODUCTS
ASSOCIATION) :
GLU-LAM BEAMS S.Y.P. Fb = 3,000 psi
Fv = 300 psi
E = 2,000,000 psi
2. SILL PLATES AND OTHER MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE MASONRY
SHALL BE PRESSURE TREATED FOR MOISTURE RESISTANCE.
3. ALL WOOD FRAMING IN EXTERIOR WALLS TO BE FIRE RETARDANT TREATED WOOD FOR ALL FIVE LEVEL
WOOD STRUCTURES
3-8d
2-8d
16d @ 16" O.C.
4-8d2-16d
2-16d
16d @ 24" O.C.
16d @ 16" O.C.
8-16d
16d @ 16" O.C.
3-8d
4-8d
3-16d
3-16d
3-8d
16d @ 24" O.C.
COMMON NAILSCONNECTION
TYPICAL NAILING SCHEDULE
MEMBERS
1. JOIST TO SILL OR GIRDER
2. BRIDGING TO JOIST
3. SOLE PLATE TO JOIST OR BLOCKING
4. TOP PLATE TO STUD
5. STUD TO SOLE PLATE
6. DOUBLE STUDS
7. DOUBLED TOP PLATES
8. DOUBLE TOP PLATES, LAP SPLICE
12. CONTINUOUS HEADER, TWO PIECES
13. CEILING JOISTS TO PLATE
14. CONTINUOUS HEADER TO STUD
15. CEILING JOISTS, LAPS OVER PARTITIONS
16. CEILING JOISTS TO PARALLEL RAFTERS
17. RAFTER TO PLATE
18. BUILT-UP CORNER STUDS
*** FOR ALTERNATE REFER TO 2009 IBC TABLE 2304.9.1
FACE NAIL
TOENAIL
FACE NAIL
FACE NAIL
TOENAIL
TOENAIL
FACE NAIL
FACE NAIL
FACE NAIL
FACE NAIL
TOENAILEND NAIL
END NAIL
FACE NAIL
TOENAIL EACH END
TOENAIL 3- 2 1/2" x .131"
3- 3" x .131"
4- 3" x .131"
2- 2 1/2" x .131"
3- 3" x .131"
3 1/2" x .162" @ 24" O.C.
ALTERNATE COLLATED NAILING
3 1/2" x .162" @ 16" O.C.
3- 3" x .131"
OR
2- 3" x .131"
OR
3" x .131" @ 8" O.C.
OR
3 1/2" x .162" @ 16" O.C.
3" x .131" @ 12" O.C.
OR
8 - 3 1/2" x .162"
12 - 3" x .131"
OR
9. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATETOENAIL 3- 2 1/2" x .131"
3- 3" x .131"
OR
10. RIM JOIST TO TOP PLATE TOENAIL 2 1/2" x .131" @ 6" O.C.
3" x .131" @ 6" O.C.
OR
8d @ 6" O.C.
11. TOP PLATES, LAPS & INTERSECTIONS FACE NAIL 2-16d 2- 3 1/2" x .162"
3- 3" x .131"
OR
ALONG EDGES
3 1/2" x .162" @ 16" O.C.
3" x .131" @ 12" O.C.
OR
BOTH FACES
3- 2 1/2" x .131"
3- 3" x .131"
OR
4- 2 1/2" x .131"
4- 3" x .131"
OR
3- 3 1/2" x .162"
4- 3" x .131"
OR
3- 3 1/2" x .162"
4- 3" x .131"
OR
3- 2 1/2" x .131"
3- 3" x .131"
OR
3 1/2" x .162" @ 24" O.C.
3" x .131" @ 16" O.C.
OR
3-8d
8d @ 6" O.C. AROUNDPERIMETER
19. ROOF SHEATHING 5/8" OR LESS FACE NAIL 2 1/2" x .131" @ 6" O.C.
OR
8d @ 12" O.C. ALONGINTERMEDIATESUPPORTS
FACE NAIL 2 1/2" x .131" @ 12" O.C.
OR
8d @ 6" O.C. AROUNDPERIMETER
20. WALL SHEATHING 5/8" OR LESS FACE NAIL 2 1/2" x .131" @ 6" O.C.
2 3/8" x .113" @ 4" O.C.
OR
8d @ 12" O.C. ALONGINTERMEDIATESUPPORTS
FACE NAIL 2 1/2" x .131" @ 12" O.C.
OR
2 3/8" x .113" @ 8" O.C.
2 3/8" x .113" @ 4" O.C.
2 3/8" x .113" @ 8" O.C.
10d @ 6" O.C. AROUNDPERIMETER
21. FLOOR SHEATHING 7/8" TO 1 1/4" FACE NAIL 3" x .148" @ 6" O.C.
2 1/2" x .131" SCREW SHANK @ 6" O.C.
OR
10d @ 12" O.C. ALONGINTERMEDIATESUPPORTS
FACE NAIL 3" x .148" @ 12" O.C.
OR
2 1/2" x .131" SCREW SHANK @ 12" O.C.
4 STORY LOAD BEARING WALL STUD SCHEDULE *
LEVEL EXTERIOR PARTY WALL CORRIDOR WALL INTERIOR WALL
4TH LEVEL
3RD LEVEL
2ND LEVEL
1ST LEVEL
SPAN HEADER
0'-3' 2-2x4 1-2x4 LAMINATED 1-2x4 LAMINATED
8'-10' 2-2x10 2-2x4 LAMINATED 2-2x4 LAMINATED
NOTES: LAMINATED COLUMNS ARE DESIGNED FOR STUD GRADE U.N.O.* DENOTES THAT COLUMN MUST BE GRADE #2 OR BETTER** HEADERS IN 2x6 WALLS SHALL BE 3-PLIES OF THE MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2X6
WALLS SHALL BE 2x6 STUDS OF THE QUANTITY LISTED ABOVE
EXTERIOR NON-LOAD BEARING WALL HEADER SCHEDULE
SPAN HEADERCOLUMN
(EA. BM. END) **CONTINUOUS STUD
(ALL LEVELS)
1-2x4 LAMINATED 2-2x4 LAMINATED
1-2x4 LAMINATED 3-2x4 LAMINATED
2-2x4 LAMINATED 4-2x4 LAMINATED
NOTES: LAMINATED COLUMNS ARE DESIGNED FOR STUD GRADE U.N.O.* DENOTES THAT COLUMN MUST BE GRADE #2 OR BETTER** HEADERS IN 2x6 WALLS SHALL BE 3-PLIES OF THE MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6
WALLS SHALL BE 2x6 STUDS OF THE QUANTITY LISTED ABOVE
3'-6' 2-2x6 1-2x4 LAMINATED 1-2x4 LAMINATED
INTERIOR NON-LOAD BEARING WALL HEADER SCHEDULE
COLUMN(EA. BM. END) **
CONTINUOUS STUD(ALL LEVELS)
9'-11/8"
9'-11/8"
9'-11/8"
10'-11/8"
MAX PLATE HEIGHT
6'-8' 2-2x8 2-2x4 LAMINATED 2-2x4 LAMINATED
0'-3' 2-2x4
8'-10' 2-2x10
3'-6' 2-2x6
6'-8' 2-2x8
2-2x4 LAMINATED 4-2x4 LAMINATED
2x4 @ 16" 2x4 @ 16"
2x4 @ 16"
2x4 @ 12"
2x4 @ 12"
2-2x4 @ 16"
2x4 @ 16"
2x4 @ 16"
2x4 @ 12"
2x4 @ 16"
2x4 @ 16"
2x4 @ 12"
2-2x4 @ 8" 2-2x4 @ 12" 2-2x4 @ 12" 2-2x4 @ 12"
4 STORY 2x6 LOAD BEARING WALL STUD SCHEDULE
LEVEL EXTERIOR # PARTY WALL CORRIDOR WALL INTERIOR WALL
4TH LEVEL
3RD LEVEL
2ND LEVEL
MAX PLATE HEIGHT
9'-11/8"
9'-11/8"
9'-11/8"
13'-11/8"
2x6 @ 16"
2x6 @ 16"
2x6 @ 16"
2x6 @ 16"
2x6 @ 16"
2x6 @ 16"
2x6 @ 16"
2x6 @ 16"
2x6 @ 16" 2x6 @ 16" 2x6 @ 16" 2x6 @ 16"
2-2x6 @ 12" 2-2x6 @ 16" 2-2x6 @ 16" 2-2x6 @ 16"
# ALL EXTERIOR WALLS IN AREAS DENOTED AS TYPE III CONSTRUCTION IN THE PLANS SHALL
BE FIRE RETARDANT TREATED WOOD (FRT).
1ST LEVEL
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
12" = 1'-0"
5/1
3/2
016 1
1:4
9:4
2 A
M
S102
Wood FramingNotes
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
No. Description Date
STATEMENT OF SPECIAL INSPECTIONS PER 2012 IBC SECTION 1704
1. INFORMATION ON THIS SHEET IS BEING SUBMITTED IN ACCORDANCE WITH THE SPECIAL INSPECTIONSPROVISIONS OF THE 2012 INTERNATIONAL BUILDING CODE. THIS INFORMATION CONSTITUTES THESCHEDULE OF SPECIAL INSPECTIONS (SSI) REQUIRED FOR THIS PROJECT.
2. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURINGCONSTRUCTION ON THE TYPES OF WORK LISTED HEREIN. THE GENERAL CONTRACTOR SHALL NOTEMPLOY THE SPECIAL INSPECTORS.
3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TOTHE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OFCONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
4. THE SPECIAL INSPECTOR SHALL FULFILL THE FOLLOWING REPORT REQUIREMENTS:
a. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS.
b. SPECIAL INSPECTORS SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE OWNER,THE GENERAL CONTRACTOR, THE STRUCTURAL ENGINEER AND THE ARCHITECT. REPORTS RELATEDTO GEOTECHNICAL ISSUES SHALL BE DISTRIBUTED TO THE GEOTECHNICAL ENGINEER. REPORTSSHALL BE SUBMITTED WITHIN 10 BUSINESS DAYS OF THE EVENT DOCUMENTED.
c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS PERFORMED IN CONFORMANCE WITHAPPROVED CONSTRUCTION DOCUMENTS.
d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION.
e. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL INRESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.
f. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED BY THE SPECIAL INSPECTOR ON ASCHEDULE AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THESTART OF WORK.
5. THE INSPECTIONS LISTED HEREIN ARE IN ADDITION TO THE INSPECTIONS TO BE PERFORMED BY THEBUILDING OFFICIAL AND LISTED IN SECTION 110 OF THE IBC.
6. THE SPECIAL INSPECTIONS PROGRAM OUTLINED HEREIN DOES NOT RELIEVE THE CONTRACTOR OR ANYOTHER ENTITY OF ANY CONTRACTUAL DUTIES INCLUDING QUALITY CONTROL, QUALITY ASSURANCE ORSAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS AND JOBSITE SAFETY.
7. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BY A FIRM OR SPECIAL INSPECTOR UNDERSUPERVISION OF A PROFESSIONAL REGISTRANT
INSPECTION OF FABRICATORS
1. WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES IS BEING PERFORMEDON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS ISREQUIRED.
2. THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION ANDQUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF THEWORKMANSHIP, AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTIONDOCUMENTS AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURESFOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR THE FABRICATOR'SSCOPE OF WORK.
3. SPECIAL INSPECTIONS REQUIRED BY THIS CODE ARE NOT REQUIRED WHEN THE WORK IS DONE ON THEPREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIALINSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURALAND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVEDSPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALLSUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WASPERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
IBC TABLE 1705.6
REQUIRED VERIFICATION AND INSPECTION OF SOILS
VERIFICATION AND INSPECTION TASK
CO
NT
INU
OU
S
PE
RIO
DIC
NO
TA
PP
LIC
AB
LE
1.
X
2.X
3.X
4.
X
5.
X
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONSARE ADEQUATE TO ACHIEVE THE DESIGN BEARINGCAPACITY.
VERIFY EXCAVATIONS ARE EXTENDED TO PROPERDEPTH AND HAVE REACHED PROPER MATERIAL.
PERFORM CLASSIFICATION AND TESTING OFCOMPACTED FILL MATERIALS.
VERIFY USE OF PROPER MATERIALS, DENSITIES ANDLIFT THICKNESSES DURING PLACEMENT ANDCOMPACTION OF COMPACTED FILL.
PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVESUBGRADE AND VERIFY THAT SITE HAS BEEN PREPAREDPROPERLY.
REQUIRED VERIFICATION AND INSPECTION OF SOILS
PRIOR TO PLACEMENT OF THE PREPARED FILL, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THESITE HAS BEEN PREPARED IN ACCORDANCE WITH THE APPROVED SOILS REPORT.
DURING PLACEMENT AND COMPACTION OF THE FILL MATERIAL, THE SPECIAL INSPECTOR SHALLDETERMINE THAT THE MATERIAL BEING USED AND THE MAXIMUM LIFT THICKNESS COMPLY WITH THEAPPROVED REPORT.
THE SPECIAL INSPECTOR SHALL DETERMINE, AT THE APPROVED FREQUENCY, THAT THE IN-PLACE DRYDENSITY FOR THE COMPACTED FILL COMPLIES WITH THE APPROVED REPORT.
SPECIAL INSPECTIONS ARE NOT REQUIRED DURING PLACEMENT OF FILL LESS THAN 12 INCHES.
IBC TABLE 1705.3
REQUIRED VERIFICATION AND INSPECTION OF
CONCRETE CONSTRUCTION
VERIFICATION AND INSPECTIONREFERENCED
STANDARD(SEE NOTE A)
IBCREFERENCE
1.X ACI 318: 3.5, 7.1-7.7 1910.4
2.
XAWS D1.4
ACI 318: 3.5.2
3.
XACI 318:
8.1.3, 21.2.81908.5,1909.1
4.
XACI 318:
3.8.6, 8.1.3, 21.2.81909.1
5. X ACI 318: Ch. 4,5.2-5.4
1904.2, 1910.2,1910.3
6.
X 1910.1ASTM C 172ASTM C 31
ACI 318: 5.6, 5.8
7.
X ACI 318: 5.9, 5.101910.6, 1910.7,
1910.8
8.X ACI 318: 5.11-5.13 1910.9
9.
A. APPLICATION OF PRESTRESSING FORCES.
B. GROUTING OF BONDED PRESTRESSING
TEN-DONS IN THE SEISMIC FORCE-RESISTING
SYSTEM.
X
X
ACI 318: 18.20 ACI318: 18.18.4
10.X ACI 318: Ch. 16
11.
X ACI 318: 6.2
12.
X ACI 318: 6.1.1
A.
B.
NO
TA
PP
LIC
AB
LE
CO
NT
INU
OU
S
PE
RIO
DIC
INSPECTION OF REINFORCING STEEL, INCLUDINGPRESTRESSING TENDONS, AND PLACEMENT.
INSPECTION OF REINFORCING STEEL WELDINGIN ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B.
INSPECTION OF ANCHORS CAST IN CONCRETEWHERE ALLOWABLE LOADS HAVE BEENINCREASED OR WHERE STRENGTH DESIGN ISUSED.
INSPECTION OF ANCHORS POST-INSTALLED INHARDENED CONCRETE MEMBERS (SEE NOTE B)
VERIFYING USE OF REQUIRED DESIGN MIX.
AT THE TIME FRESH CONCRETE IS SAMPLED TOFABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT TESTS, ANDDETERMINE THE TEMPERATURE OF THECONCRETE.
INSPECTION OF CONCRETE AND SHOTCRETEPLACEMENT FOR PROPER APPLICATIONTECHNIQUES.
INSPECTION FOR MAINTENANCE OF SPECIFIEDCURING TEMPERATURE AND TECHNIQUES.
INSPECTION OF PRESTRESSED CONCRETE:
ERECTION OF PRECAST CONCRETEMEMBERS.
VERIFICATION OF IN-SITU CONCRETE STRENGTH,PRIOR TO STRESSING OF TENDONS INPOST-TENSIONED CONCRETE AND PRIOR TOREMOVAL OF SHORES AND FORMS FROM BEAMSAND STRUCTURAL SLABS.
INSPECT FORMWORK FOR SHAPE, LOCATIONAND DIMENSIONS OF THE CONCRETE MEMBERBEING FORMED.
NOTES:
WHERE APPLICABLE, SEE ALSO SECTION 1705.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH
REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR
OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,
SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN
PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE
COMMENCEMENT OF THE WORK.
VERIFICATION AND INSPECTION
CO
NT
INU
OU
S
PE
RIO
DIC
NO
TA
PP
LIC
AB
LE
1. MATERIAL VERIFICATION OFHIGH-STRENGTH BOLTS, NUTS ANDWASHERS:
a. IDENTIFICATION MARKINGS TOCONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVEDCONSTRUCTION DOCUMENTS.
X
b. MANUFACTURER'S CERTIFICATE OFCOMPLIANCE REQUIRED. X
2. INSPECTION OF HIGH-STRENGTH BOLTING:
a. BEARING-TYPE CONNECTIONS. X
b. SLIP-CRITICAL CONNECTIONS. X
3. MATERIAL VERIFICATION OF STRUCTURALSTEEL:
a. IDENTIFICATION MARKINGS TOCONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVEDCONSTRUCTION DOCUMENTS.
X
b. MANUFACTURER'S CERTIFIED MILLTEST REPORTS. X
4. MATERIAL VERIFICATION OF WELD FILLERMATERIALS:
a. IDENTIFICATION MARKINGS TOCONFORM TO AWS SPECIFICATION INTHE APPROVED CONSTRUCTIONDOCUMENTS.
X
b. MANUFACTURER'S CERTIFICATE OFCOMPLIANCE REQUIRED. X
5. INSPECTION OF WELDING:
a. STRUCTURAL STEEL:
1) COMPLETE AND PARTIALPENETRATION GROOVE WELDS.
X
2) MULTI-PASS FILLET WELDS. X
3) SINGLE-PASS FILLET WELDS > 5/16" X
4) SINGLE-PASS FILLET WELDS ≤ 5/16" X
5) FLOOR AND DECK WELDS. X
b. REINFORCING STEEL:
1) VERIFICATION OF WELDABILITYOF REINFORCING STEEL OTHERTHAN ASTM A706.
X
2) REINFORCING STEEL-RESISTINGFLEXURAL AND AXIAL FORCES ININTERMEDIATE AND SPECIALMOMENT FRAMES, ANDBOUNDARY ELEMENTS OFSPECIAL REINFORCED CONCRETESHEAR WALLS AND SHEARREINFORCEMENT.
X
3) SHEAR REINFORCEMENT. X
4) OTHER REINFORCING STEEL X
6. INSPECTION OF STEEL FRAME JOINTDETAILS FOR COMPLIANCE WITHAPPROVED CONSTRUCTION DOCUMENTS:
a. DETAILS SUCH AS BRACING ANDSTIFFENING. X
b. MEMBER LOCATIONS. X
c. APPLICATION OF JOINT DETAILS AT EACHCONNECTION. X
7. INSPECTION OF WELDED STUD SHEARCONNECTORS. X
REQUIRED VERIFICATION AND INSPECTION OFSTEEL CONSTRUCTION
REQUIRED VERIFICATION AND INSPECTION OFWOOD CONSTRUCTION
VERIFICATION AND INSPECTION
CO
NT
INU
OU
S
PE
RIO
DIC
NO
TA
PP
LIC
AB
LE
1. SPECIAL INSPECTIONS OF THE FABRICATION PROCESS OFPREFABRICATED WOOD STRUCTURAL ELEMENTS ANDASSEMBLIES .
X
2. SHEAR WALLS, FLOOR DIAPHRAGMS, AND ROOFDIAPHRAGMS: X
a. THE SPECIAL INSPECTOR SHALL INSPECT THE WOODOR GYPSUM PANEL SHEATHING TO ASCERTAINWHETHER IT IS OF THE GRADE AND THICKNESS SHOWNON THE APPROVED BUILDING PLANS.
X
b. THE SPECIAL INSPECTOR SHALL VERIFY THE NOMINALSIZE OF FRAMING MEMBERS AT ADJOINING PANELEDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH,THE NUMBER OF FASTENER LINES AND THAT SPACINGBETWEEN FASTENERS IN EACH LINE AND AT EDGEMARGINS AGREES WITH THE APPROVED BUILDINGPLANS.
X
3. THE SPECIAL INSPECTOR SHALL VERIFY BEAM AND POSTSIZE, SPECIES, GRADE, AND ORIENTATION. X
REQUIRED VERIFICATION AND INSPECTION OFSPRAY APPLIED FIRE-RESISTANT MATERIALS
VERIFICATION AND INSPECTION
CO
NT
INU
OU
S
PE
RIO
DIC
NO
TA
PP
LIC
AB
LE
REFERENCEDSTANDARD
IBCREFERENCE
PROJECTSPECIFICATION
SECTION
1. INSPECTION OF SPRAY APPLIEDFIRE-RESISTANT MATERIAL
a. INSPECTION OF THE PREPAREDSURFACE OF STRUCTURAL MATERIAL. X
MANUFACTURER'SWRITTEN
INSTRUCTIONS1705.13.2
b. VERIFICATION OF MINIMUM AMBIENTTEMPERATURE BEFORE AND AFTERAPPLICATION.
XMANUFACTURER'S
WRITTENINSTRUCTIONS
1704.13.3
c. VERIFICATION OF THICKNESS,DENSITY AND BOND STRENGTH. X
ASTM E 605, ASTME 736
1705.13.4,1705.13.5,1705.13.6
VERIFICATION AND INSPECTION
CO
NT
INU
OU
S
PE
RIO
DIC
NO
TA
PP
LIC
AB
LE
1. VERIFICATION OF BEARING STRATA,NEATNESS OF VERTICAL CUTS, SIZE OFFOUNDATION EXCAVATION, SIZE, DEPTHAND QUALITY OF EXCAVATION FOR THEKEY AND TOE, DRYNESS OF EXCAVATION,AND CLEANLINESS OF EXCAVATION.
X
2. VERIFICATION AND INSPECTION OFCONCRETE. X
3. INSPECTION OF REINFORCING STEEL. X
4. DURING FILL PLACEMENT: DURINGPLACEMENT AND COMPACTION OF THEFILL MATERIAL, THE SPECIAL INSPECTORSHALL DETERMINE THAT THE MATERIALBEING USED, THE MAXIMUM LIFTTHICKNESS, AND THE OVERALL WIDTH OFFILL COMPLY WITH THE APPROVEDGEOTECHNICAL REPORT.
X
a. DURING INSTALLATION OF FILTERFABRICS, DRAINAGE MATS ANDOTHER GEOTEXTILE FABRICS, THESPECIAL INSPECTOR SHALL CONFIRMTHAT THE MATERIALS AND METHODOF INSTALLATION COMPLY WITH THEAPPROVED GEOTECHNICAL REPORTAND CONSTRUCTION DOCUMENTS.
X
5. EVALUATION OF IN-PLACE DENSITY: THESPECIAL INSPECTOR SHALL DETERMINE,AT THE APPROVED FREQUENCY, THATTHE MOISTURE CONTENT OF THE SOILAND THE IN-PLACE DRY DENSITY OF THECOMPACTED FILL COMPLIES WITH THEAPPROVED REPORT.
X
REQUIRED VERIFICATION AND INSPECTION OFRETAINING WALLS
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
12" = 1'-0"
5/1
3/2
016 1
1:4
9:4
4 A
M
S103
Special Inspections
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
No. Description Date
07S301
4" SLAB ON - GRADE REINF.w/ #3 @ 12" O.C. EACH WAYF'c = 3000 PSI
122'-3"
2'-0" 47'-9 1/2" 48'-5" 24'-0 1/2"
197'-9 1
/2"
52'-4 1/4"
3'-0 1/8" 20'-8 3/8" 13'-11" 14'-8 3/4"
11'-8" 3'-6 3/4"
8'-7 1
/4"
5'-11"
27'-11 1
/4"
7'-11 3
/4"
13'-7 3
/4"
14'-9 1
/2"
7'-9 3
/4"
13'-7 1
/4"
10'-7"
13'-8 1
/2"
10'-5 3
/4"
24'-2 1
/4"
4'-0"
1'-5 1
/8"
1'-5 1
/8"
1'-6"
14'-8" 7'-5 1/4"
2'-11 1/2"
12'-5 1/2" 12'-6" 10'-4 1/2" 13'-7 1/4" 10'-5 3/4" 13'-5" 10'-7 1/4" 13'-9 1/4"
1'-6" 1'-6"
24'-1" 24'-8 1/4"8'-10 3/4" 5'-7 3/4"
6'-5"
10'-5 1
/2"
12'-3 1
/2"
23'-9 1
/2"
12'-9 1
/2"
9'-11 1
/2"
4'-7"
27'-11 7/8" 6'-4 3/4" 36'-4 3/4" 11'-5 1/8" 12'-6 7/8" 10'-5 3/4" 13'-8 1/2"
1'-6"
1'-0 3
/4"
3'-3 5/8"
4'-0 1/8"
4'-7 7/8" 31'-9 1/4" 6'-7 1/2" 35'-7 1/4" 24'-11 1/2" 10'-3 3/4" 13'-8 1/2"
3'-0"
42'-11 1/4" 48'-3 1/4"
4'-0" 23'-7 1/2" 24'-8 1/4"
6'-5"
1'-6"
3'-6"
12'-5 1/4" 3'-6"
12'-10 1
/4"
12'-10 1
/4"
12'-10 1
/4"
16x18 GRADE TYP. @ CORRIDOR
18x18 GRADE BEAMTYP. @ UNIT WALLS
1'-4 3
/4"
1'-4 3
/4"
14'-4 1/8"
11'-4 1/8"
12'-10 1/4"
12'-10 1/4"
12'-10 1
/4"
24'-4 1/2" 12'-6" 11'-2 1/2" 36'-0 1/4" 7'-0 1/2" 36'-6 3/4"
31'-9" 7'-0 1/2" 21'-3 7/8" 9'-0 7/8" 5'-6"
25'-10 1
/4"
6'-7 1
/2"
36'-3 3
/4"
24'-2 1
/4"
13'-4 3
/4"
10'-6 1
/2"
36'-6 3
/4"
5.25x5.25 PSL(TYP., U.N.O.)
HSS8x
6x1/
4
HSS8x
6x1/
4
HSS
5-1/2x5-1/2x3/8
HSS
5-1/2x5-1/2x3/8
HSS
5-1/
2x5-
1/2x
3/8
HSS
5-1/2x5-1/2x3/8
HSS
5-1/2x5-1/2x3/8
HSS
5-1/
2x5-
1/2x
3/8
HSS
5-1/2x5-1/2x3/8
HSS
5-1/2x5-1/2x3/8
HSS8x
6x1/
4
HSS8x
6x1/
4
HSS8x
6x1/
4
HSS8x
8x3/
8
HSS8x
6x1/
4
HSS8x
8x3/
8
HSS
5-1/2x5-1/2x3/8
08S301
09S301
5'-5 3
/4"
9'-0 3
/4"
15S301
16S301
HSS8x
6x1/
4
2 3
/4"
3'-1 1
/4"
6'-8 1
/8"
6'-8 1
/8"
6'-8 1
/8"
8'-4 3
/4"
2'-6 1
/2"
11'-8"
24'-11"
35'-5 1
/2"
72'-8"
24'-6"
23'-0 1
/2"
3'-0"
10S301
11S301
10S301
16x24 GRADE BEAMTYP. @ PERIMETER
HSS
4x4x
3/16 H
SS5-1/2x5-1/2x3/8
HSS
5-1/2x5-1/2x3/8
HSS
5-1/2x5-1/2x3/8
HSS
5-1/2x5-1/2x3/8
3.5 x 7 PSL
EL. 100' - 0" (DATUM; RE: CIVIL FOR ACTUAL)
PIT EL. 95' - 0"(VERIFY w/ MFR.)
2'-0"x2'-0"x2'-0" SUMP PIT
PIT EL. 95' - 0"(VERIFY w/ MFR.)
2'-0"x2'-0"x2'-0"SUMP PIT
7x7 PSL
17S301
17S301
TOP OF PERIMETER F1 FOOTINGEL. 99' - 0" (TYP., U.N.O.)
TO
P O
F P
ER
IME
TE
R F
1 F
OO
TIN
GE
L. 99' -
0"
(TY
P., U
.N.O
.)
12S301
F1
F1
F1
F1
F1
F3
F3
F2 F2 F2 F4
F2
F2 F2
F2
F2
F3
F2F3
F3
F4
F2F3
F3F3
F1
F3F3
F2
F3
F2
F1
F1
F1
F1
F1
F1
F1
F1
F1 F1
F1 F1 F1 F1
F1
F1
13S301
24x18 GRADE BEAM
13S301
16
x16
GR
AD
E B
EA
MT
YP
. @
CO
RR
IDO
R
3.5 x 7 PSL
F4
F3
F3
F1F1
F1
F1
F2
18S301
5'-6"
5'-6"
5'-6"
18S301
18S301
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:4
9:4
7 A
M
S201A
Foundation Plan -Area A
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Foundation - Area A1
No. Description Date
B Addendum B 02.26.2016
4" SLAB ON - GRADE REINF.w/ #3 @ 12" O.C. EACH WAYF'c = 3000 PSI
123'-0"
48'-5" 36'-1" 12'-2" 20'-5" 5'-11"
13'-8 1/2" 10'-5 3/4" 13'-7 1/4" 10'-5 3/4" 7'-5 3/4" 15'-1 1/2" 13'-5 3/4" 10'-7 3/4" 13'-6 3/4"
1'-6" 1'-6" 4'-4" 1'-6" 1'-4"
37'-8 1
/2"
6'-1"
46'-3 1
/2"
12'-5"
23'-7"
12'-5"
24'-1"
37'-0"
3'-6"
203'-1"
12'-5 1/4" 3'-6"
19'-11"
5'-11"
1'-0" 7'-6"
18'-0"
2'-0"
15'-0"
2'-0"
1'-0"
24'-8 1/4" 24'-1" 5'-7 3/4" 8'-10 3/4"
12'-8"
13'-2 1
/4"
6'-5"
4'-7"
4'-3 3
/4"
5'-7 3
/4"
13'-0"
23'-7"
12'-9 1
/2"
5'-7 3
/4"
4'-3 3
/4"
4'-7"
13'-8 1/2" 10'-4 3/4" 6'-3 3/8" 17'-9 3/4" 36'-4 3/4" 6'-7 1/2" 25'-10 1/4"
1'-6"
13'-8 1/2" 10'-4 3/4" 6'-3 1/4" 17'-11 3/4" 36'-2 5/8" 6'-7 1/2" 28'-3 1/4"
48'-3 1/4" 42'-11 1/4"
24'-8 1/4" 24'-1 1/8" 4'-0 3/8" 31'-9 1/4" 6'-7 1/2" 20'-9 1/2" 7'-5 3/4"
6'-5"
5'-5 5/8"
8'-10 3/4"
3'-6" 12'-5 1/4"
3'-6" 12'-5 1/4"
21'-3 1
/4"
6'-7 1
/2"
36'-5 3
/4"
10'-8 1
/4"
13'-5 1
/4"
13'-5 1
/4"
10'-7 3
/4"
36'-3 3
/4"
6'-7 1
/2"
27'-9 1
/4"
10 3
/4"
1'-4"
36'-5 3
/4"
6'-7 1
/2"
13'-8 1
/2"
14'-9 1
/2"
7'-11 3
/4"
9'-11 1
/4"
10'-9"
13'-5 1
/4"
13'-5 1
/4"
10'-7 3
/4"
12'-7 1
/4"
10'-11 1
/4"
9'-4 3
/4"
28'-3 1
/4"
3'-6"
4'-0"
1'-6"
1'-4"
1'-4"
1'-6"
14'-4 1/4"
11'-4 1/4"
12'-5 1/4" 3'-6"
12'-10 1
/4"
12'-10 1
/4"
12'-10 1
/4"
12'-5 1
/4"
4'-0"
4'-0"
1'-4 3
/4"
12'-10 1
/4"
16x18 GRADE TYP. @ CORRIDOR
18x18 GRADE BEAMTYP. @ UNIT WALLS
11'-9 1
/4"
14'-5 1
/2"
12'-1 3
/4"
4'-8"
11'-4 1/4"
13'-4 1/4"
1'-0"
11'-6 1/4" 12'-9 1/4" 13'-5 1/4" 10'-4 3/4" 6'-3 7/8" 17'-8 1/8" 36'-5 3/4" 5'-11 1/2" 24'-9 1/4"
24'-3 1/2" 25'-1" 24'-1"
5'-7 3/4"
8'-10 3/4"
1'-6"
12'-10 1
/4"5
'-11"
5'-11"
5'-7 3
/4"
8'-10 3
/4"
8'-11"
11S301
10S301
11S301
11S301
07S301
09S301
08S301
16x24 GRADE BEAMTYP. @ PERIMETER
3.5 x 7 PSL
EL. 100' - 0" (DATUM; RE: CIVIL FOR ACTUAL)
PIT EL. 95' - 0"(VERIFY w/ MFR.)
2'-0"x2'-0"x2'-0"SUMP PIT
HSS
4x4x3/16
18x18 GRADE BEAMTYP. @ UNIT WALLS
TOP OF PERIMETER F1 FOOTINGEL. 99' - 0" (TYP., U.N.O.)
F2 F2
F2 F2
F1 F1 F1 F1
F1 F1
7'-9 3/4"
3'-11"
3'-7 1/4"
6'-4 7/8"
3 1/8" 5'-9 1/8"
2'-2 1/4"
4'-8 3/4"
3 1/8" 5'-9 1/8"
2'-2 1/4"
4'-8 3/4"
13'-2 1
/4"
12'-8"
12'-8"
13'-2 1
/4"
3 1/8" 5'-9 1/8"
2'-2 1/4"
4'-8 3/4"
3'-11 1/2"3'-7 1/4"
16x18 GRADE TYP. @ CORRIDOR
16
x16
GR
AD
E B
EA
MT
YP
. @
CO
RR
IDO
R
F1
F2F2
RA
MP
DO
WN
VAR.VAR.
VAR.VAR.
RA
MP
DO
WN
RA
MP
DO
WN
VAR.VAR.
RAMP EL.RE: ARCH
RAMP EL.RE: ARCH
RAMP EL.RE: ARCH
18S301
5'-6"
5'-6"18
S301
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:4
9:5
0 A
M
S201B
Foundation Plan -Area B
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Foundation - Area B1
No. Description Date
B Addendum B 02.26.2016
4" SLAB ON - GRADE REINF.w/ #3 @ 12" O.C. EACH WAYF'c = 3000 PSI
3'-4"
28'-8"
44'-7"
24'-4"
21'-11"
31'-9 1
/4"
7'-1 1
/2"
36'-3 3
/4"
10'-5 3
/4"
13'-8 1
/2"
13'-8 1
/2"
10'-3 3
/4"
1'-2 3
/4"
1'-2 3
/4"
11'-0 3
/4"
10'-2 1
/2"
10'-7"
13'-7 1
/4"
11'-9 3
/4"
14'-3 1
/2"
11'-8 1
/2"
7'-1 1
/2"
31'-9 1
/4"
1'-7 1
/2"
12'-10 1/4"
4'-10"
15'-4"
1'-9"
19'-5 1/4"
15'-11 1/4"
8'-10 3
/4"
5'-7 3
/4"
49'-4 1
/2"
11'-8" 98'-3 1/2" 10'-5 1/2"
12'-9 1/4" 11'-4 1/2" 12'-2 1/2" 11'-11 3/4" 12'-1 1/4" 11'-11 3/4" 11'-11 3/4" 14'-3 1/2" 11'-3 1/4" 11'-1 1/2"
11 1/8" 1'-6" 1'-6" 1'-8 1/2" 4'-9"
20'-10 1/2"
2'-0"
2'-0"
8'-11"
24'-3 1/2" 5'-7 5/8" 8'-10 3/4"
5'-1"
10'-6"
12'-8 1/4" 11'-6 1/4"
10S301
07S301
09S301
08S301
16x24 GRADE BEAMTYP. @ PERIMETER
3.5 x 7 PSL
EL. 100' - 0" (DATUM; RE: CIVIL FOR ACTUAL)
PIT EL. 95' - 0"(VERIFY w/ MFR.)
2'-0"x2'-0"x2'-0" SUMP PIT
3.5 x 7 PSL
18x18 GRADE BEAMTYP. @ UNIT WALLS
F1 F1
16
x16
GR
AD
E B
EA
MT
YP
. @
CO
RR
IDO
R
RAMP EL.RE: ARCH
5'-6"18
S301
PART A PART B
PART CPART D
19S301
14'-2" 19'-1"
13'-11 5
/8"
14'-11 1
/4"
5'-0"
(TY
P.)
8" THICK SLAB ON-GRADEREINFORCED w/ #4 @ 12" O.C.
EACH WAY TOP & BOTTOM
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:4
9:5
3 A
M
S201C
Foundation Plan -Area C
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Foundation - Area C1
1/8" = 1'-0"
Foundation - Trash Area2
No. Description Date
B Addendum B 02.26.2016
4" SLAB ON - GRADE REINF.w/ #3 @ 12" O.C. EACH WAYF'c = 3000 PSI
18x18 GRADE BEAMS(TYP., U.N.O.)
3'-10"
13'-1"
23'-1 1
/2"
48'-2"
10'-8"
26'-0 3
/4"
31'-9" 7'-0 1/2" 21'-3 7/8"
2'-0 1/2" 47'-5" 84'-10"
23'-5 1/2" 11'-11 3/4" 12'-5 3/4" 11'-11 3/4" 12'-1 1/4" 11'-11 3/4" 12'-1 1/4" 11'-11 3/4" 12'-1 1/4" 11'-5"
1'-6" 1'-6" 1'-6" 11 1/8"
5.25x5.25 PSL(TYP., U.N.O.)
10'-6 3
/4"
13'-6 3
/4"
10'-8 1
/4"
13'-8 1
/2"
10'-5 3
/4"
13'-7 1
/4"
10'-5 3
/4"
8'-1 3
/4"
27'-11 1
/4"
3'-10"
1'-4"
1'-6"
1'-6"
10'-6 3
/4"
13'-6 3
/4"
13'-1 3
/4"
10'-11 1
/4"
1'-4"
11 1
/2"
10'-2 1/2"
31'-9 1
/4"
6'-7 1
/2"
21'-3 1
/4"
8'-10 3
/4"
5'-7 3
/4"
49'-4 1
/2"
8'-10 3/4" 5'-7 3/4" 24'-0 7/8"
4'-7"
25'-1 1/4"
5'-1"
11'-3 3/4" 12'-8 1/8" 23'-11 1/4"
10S301
07S301
07S301
09S301
08S301
16x24 GRADE BEAMTYP. @ PERIMETER
3.5 x 7 PSL
EL. 100' - 0" (DATUM; RE: CIVIL FOR ACTUAL)
TO
P O
F P
ER
IME
TE
R F
1 F
OO
TIN
GE
L. 99' -
6"
(TY
P., U
.N.O
.)
TOP OF PERIMETER F1 FOOTINGEL. 99' - 0" (TYP., U.N.O.)
F1
F1
F1
F1
F1
F1
F1 F1
F1 F1 F1 F1 F1 F1 F1
16
x16
GR
AD
E B
EA
MT
YP
. @
CO
RR
IDO
R
18x18 GRADE BEAMTYP. @ UNIT WALLS
16x24 GRADE BEAMTYP. @ PERIMETER
F1
RA
MP
DO
WN
VAR.VAR.
RAMP EL.RE: ARCH
5'-6"
18S301
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:4
9:5
6 A
M
S201D
Foundation Plan -Area D
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Foundation - Area D1
No. Description Date
B Addendum B 02.26.2016
HSS16X8X1/2
HSS16X8X1/2
5.25
x11.
25 P
SL
5.25x11.25 PSL
5.2
5x1
8 P
SL
5.2
5x1
1.2
5 P
SL
3.5 x 18 PSL
5.2
5x1
8 P
SL
5.25x18 PSL 5.25x18 PSL 5.25x18 PSL
5.25
x14
PS
L
2
11
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
2
11
1
5
1
2
1
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
1
ELE.SHAFT
STAIRSHAFT
5.2
5x1
8 P
SL
2
11
3
1
1 1
3
2 1
15.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
2 1
15.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
5.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
1
112
2
2
11
3
5.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
1
AREA 'D'
AREA 'A'
AR
EA
'A'
AR
EA
'B'
1
1
ELE.SHAFT
STAIR SHAFT
1
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
1
1
5.25x14 PSL
5.25
x14
PSL
5.2
5x1
4 P
SL
5.25x14 PSL
5.25x14 PSL
2
1
5.25x18 PSL
5.25x18 PSL5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.2
5x1
4 P
SL
HS
S8
x8x1
/4
15'-9 1/2"
5.25x18 PSL
FLOOR TRUSSES @ 16" O.C.
5.25x18 PSL
6.7
5 x
23
.75
PS
L
5.25x18 PSL
1
02S603
5.2
5x1
8 P
SL
1
1
0"
1
3
2
1
6'-8 1
/8"
6'-8 1
/8"
6'-8 1
/8"
HS
S8
x6x1
/4H
SS
8x6
x1/4
HS
S8
x6x1
/4
HSS8x6x1/4
HSS8x6x1/4
HS
S8
x6x1
/4
T.O
.S.
EL
. =
10
8' -
10
"(T
YP
. @
ST
OR
EF
RO
NT
)
1 1
38'-8"
8'-7 5/8"
12'-9 1/2"
1
7x18 PSL
3
3.5 x 18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
01S603
5.2
5x1
4 P
SL
HSS16X8X1/2
1
1
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
(2)1
3/4
x14
LV
L
TRUSSES @ 16" O.C.
TR
US
SE
S @
16
" O
.C.
11
1
1
5.25x18 PSL
5.25x18 PSL
(2)1
3/4
x14
LV
L
1
1
7x18
PSL
7x18
PSLHSS16X8X1/2
5.25x11.25 PSL
5.25x11.25 PSL
5.2
5x1
1.2
5 P
SL
TRUSSES @ 16" O.C.
TR
US
SE
S @
16
" O
.C.
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:0
0 A
M
S202A
Level 2 FramingPlan - Area A
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 2 Framing - Area A1
No. Description Date
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
11
1
2
2
2
11
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
2
11
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
2
11
3
1
1
5
1
1
11
3
1
11
3
2
11
3
1
31
2
5
1
31
1
5
1
1
5
1
(2)1
3/4
x14
LV
L
STAIR SHAFT
2
1
AR
EA
'A'
AR
EA
'B'
AREA 'C'
AREA 'B'
2
1
SLOPE
1
1
1 1
3
1
1 1
3
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x11.25 PSL
1
2
5.25x11.25 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
7x18 PSL
5.25x11.25 PSL
1
25.25x11.25 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
7x18 PSL
5.25x11.25 PSL
1
25.25x11.25 PSL
1
1 1
1
1
1 1
1
1
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
11
1
3
1
1
5
1
1
1
1 1
2
11
3
PART A PART B
PART CPART D
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:0
4 A
M
S202B
Level 2 FramingPlan - Area B
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 2 Framing - Area B1
No. Description Date
ELE.SHAFT
STAIR SHAFT
(2)1
3/4
x14
LV
L
1
3
1
5
1
3
1
5
1
2
11
3
2
11
3
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
(2)1 3/4x14 LVL
STAIRSHAFT
AREA 'C'
AREA 'B'
AR
EA
'D'
AR
EA
'C'
1
RO
OF
TR
US
SE
S @
24
" O
.C.
(VE
RIF
Y O
VE
RH
AN
G w
/ A
RC
H)
21
1
3
2
1
1
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
1
2x12 JOISTS@ 16" O.C.
5.25x14 PSL
(2)1 3/4x14 LVL 14"
1
1
5
1
1 1
1
1
1
11
3
1
11
3
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:0
8 A
M
S202C
Level 2 FramingPlan - Area C
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 2 Framing - Area C1
No. Description Date
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
2
11
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
2
11
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
2
11
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
2
1 11
1
5
1
2 1
15.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
2 1
15.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
2 1
15.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
AREA 'D'
AREA 'A'
AR
EA
'D'
AR
EA
'C'
5.2
5x1
4 P
SL
2
1
5.2
5x1
8 P
SL 5.2
5x1
8 P
SL
5.25x18 PSL
1
1
1
3
2
1
1
1
3
21
1
3
(2)1
3/4
x14
LV
L (2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
STAIR SHAFT
1
1
11
TRUSSES @ 16" O.C.
2
11
3
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:1
3 A
M
S202D
Level 2 FramingPlan - Area D
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 2 Framing - Area D1
No. Description Date
2
11
2
11
1
ELE.SHAFT
STAIRSHAFT
1
1
5
1
2
1
2
11
3
1
1
5
1
1
1 1
3
1
112
2
2 1
1
2 1
1
2 1
1
1
1
5
1
2
1 1
2
11
3
1
ELE.SHAFT
STAIR SHAFT1
FLOOR TRUSSES @ 16" O.C.
5.25x18 PSL
FLOOR TRUSSES @ 16" O.C.
1 1
2
5.25x18 PSL
02S603
7'-7 3/8" 13'-3"
2
1
1
1
1
3
1
1
5.25x18 PSL
5.25x18 PSL
HSS16x8x1/4
HS
S1
6x8
x1/4
HS
S1
6x8
x1/4
5.25x18 PSL5.25x18 PSL
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.2
5x1
8 P
SL
5.25x18 PSL
HS
S1
2x6
x3/8
HS
S1
2x6
x3/8
T.O
.S.
EL
. =
12
1' -
0 3
/4"
5.2
5x1
8 P
SL
1 1
01S603
5.2
5x1
4 P
SL
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
(2)1
3/4
x14
LV
L
11
1
1
1 1
1
1
1
1
11
DRAG STRUTASSEMBLY
03S603
(2)1
3/4
x14
LV
L
1
1
1
5
1
11
1
1
1
3
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:1
8 A
M
S203A
Level 3 FramingPlan - Area A
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 3 Framing - Area A1
No. Description Date
11
1
2
2
2
11
2
11
1
1
5
1
2
1
2
11
3
1
11
3
1
11
3
1
1
5
1
2
1
2
11
2
11
3
1
31
2
5
(2)1
3/4
x14
LV
L
STAIR SHAFT
2
1
25'-7 1
/2"
5'-9"
1
31
1
5
1
2
1
SLOPE
1
1 1
3
1
1 1
3
1 1
1
1
1 1
1
1
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
11
1
3
2
11
3
1
1
5
1
1
1
1 1
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:2
2 A
M
S203B
Level 3 FramingPlan - Area B
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 3 Framing - Area B1
No. Description Date
3
1
5
1
2
11
3
2
11
3
2
11
(2)1 3/4x14 LVL
STAIRSHAFT
3
1
5
1
ELE.SHAFT
STAIR SHAFT
(2)1
3/4
x14
LV
L
1
1
SLOPE
21
1
3
1
1
11
3
1
11
3
2
1
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
1
2x12 JOISTS@ 16" O.C.
(2)1
3/4
x14
LV
L
14"
(2)1
3/4
x14
LV
L
1
1
5
1
1 1
1
1
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:2
5 A
M
S203C
Level 3 FramingPlan - Area C
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 3 Framing - Area C1
No. Description Date
2 1
1
2 1
1
2 1
1
2
11
2
11
2
11
2
11
1
1
5
1
2
1 1
2
1
1
1
1
3
1
1
21
1
3
1
3
1
1
11
2
11
3
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:3
0 A
M
S203D
Level 3 FramingPlan - Area D
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 3 Framing - Area D1
No. Description Date
2
11
2
11
1
ELE.SHAFT
STAIRSHAFT
2
1
2
11
3
2 1
1
2 1
1
2 1
1
1
1
5
1
1
1
5
1
1
1
5
1
1
112
2
2
11
3
1
ELE.SHAFT
STAIR SHAFT1
2
1
1 1
FLOOR TRUSSES @ 16" O.C.
FLOOR TRUSSES @ 16" O.C.
5.2
5x1
4 P
SL
2
1
1
1
1
3
1
1
1 1
5.2
5x1
4 P
SL
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
(2)1
3/4
x14
LV
L
11
1
1
1 1
1
1
1
1
11
(2)1
3/4
x14
LV
L
1
1
1
5
1
11
1
1
1
1 1
3
1
1 1
3
PART A PART B
PART CPART D
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:3
5 A
M
S204A
Level 4 FramingPlan - Area A
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 4 Framing - Area A1
No. Description Date
2
11
2
11 1
1
1
2
2
2
1
2
11
3
1
1
5
1
1
1
5
1
1
11
3
1
11
3
1
31
2
5
2
11
3
2
11
2
1
2
1
2
11
3
(2)1
3/4
x14
LV
L
STAIR SHAFT
2
1
1
31
1
5
1
SLOPE
1
1 1
3
1
1 1
3
1 1
1
1
1 1
1
1
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
1
1
1
3
1
1
5
1
1
1
1 1
PART A PART B
PART CPART D
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:3
9 A
M
S204B
Level 4 FramingPlan - Area B
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 4 Framing - Area B1
No. Description Date
2
11
(2)1 3/4x14 LVL
STAIRSHAFT
2
11
3
3
1
5
1
ELE.SHAFT
STAIR SHAFT
(2)1
3/4
x14
LV
L
1
1
SLOPE
8"
8"
RAMPUP
RAMPUP
RA
MP
UP
EL
. 3
1' -
11
5/8
"
EL
. 3
2' -
6 7
/8"
EL
. 3
2' -
6 7
/8"
EL
. 3
3' -
0 7
/8"
EL. 31' - 11 5/8"
13 1/4"
TRUSSES IN THIS AREATO BE DESIGNED FORLIVE LOAD = 100 PSF
TRUSSES IN THIS AREATO BE DESIGNED FORLIVE LOAD = 100 PSF &ADD'L DEAD LOAD OF 50PSF
EL. 33' - 0 7/8"TRUSS DEPTH =2' - 9 1/4"
EL. 32' - 4 7/8"TRUSS DEPTH =2' - 1 1/4"
3
1
1
2
11
21
1
3
1
EL. 33'-0 7/8"
1
11
3
2
1
EL
. 3
3' -
0 7
/8"
TR
US
S D
EP
TH
=2
' - 9
1/4
"
(2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
1
2x12 JOISTS@ 16" O.C.
(2)1
3/4
x14
LV
L
14"
(2)1
3/4
x14
LV
L
1
11
3
1
1
5
1
1 1
1
1
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:4
4 A
M
S204C
Level 4 FramingPlan - Area C
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 4 Framing - Area C1
No. Description Date
2 1
1
2 1
1
2 1
1
1
1
5
1
2
11
2
11
2
11
2
11
2
1 1
2
1
1
1
1
3
1
1
1
3
21
1
3
1
1
1
11
(2)1
3/4
x14
LV
L (2)1 3/4x14 LVL
(2)1
3/4
x14
LV
L
STAIR SHAFT
2
11
3
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:4
8 A
M
S204D
Level 4 FramingPlan - Area D
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Level 4 Framing - Area D1
No. Description Date
ME
CH
AN
ICA
L D
EC
K -
TR
US
S D
ES
IGN
ER
TO
DE
SIG
N T
RU
SS
ES
FO
R T
OP
CH
OR
DL
IVE
LO
AD
= 5
0 P
SF
MECHANICAL DECK - TRUSS DESIGNERTO DESIGN TRUSSES FOR TOP CHORDLIVE LOAD = 50 PSF
MECHANICAL DECK - TRUSS DESIGNERTO DESIGN TRUSSES FOR TOP CHORDLIVE LOAD = 50 PSF
RIDGE
RID
GE
RID
GE
RIDGE
RID
GE
VALLEY
VALLEY
VA
LLEY
VA
LLE
Y
VA
LLEY
VALLEY
VALLEY
RIDGE S
LO
PE
SLOPE
SLO
PE
SLO
PE
SLOPESLOPESLOPESLOPE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLOPESLOPE
2
1 1
3
1
32 3
1
2
2
1
2
2 2
1
2
2
1
2
2
1
2
2
5
5
5
2
1
1
5
1
1
1
5
1
2
1
1
5
1
3
SLO
PE
SLOPE
SLOPESLOPE
RID
GE RIDGE
SLO
PE
SLO
PE
VALLEY
RIDG
E
SLO
PE
SLOPE
1
32 3
1
1
5
1
1
3
2
2
1 1
3
12
VALLEY
PART A PART B
PART CPART D
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:5
3 A
M
S205A
Roof Framing Plan -Area A
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Roof Framing - Area A1
No. Description Date
MECHANICAL DECK - TRUSS DESIGNERTO DESIGN TRUSSES FOR TOP CHORDLIVE LOAD = 50 PSF
MECHANICAL DECK - TRUSS DESIGNERTO DESIGN TRUSSES FOR TOP CHORDLIVE LOAD = 50 PSF
MECHANICAL DECK - TRUSS DESIGNERTO DESIGN TRUSSES FOR TOP CHORDLIVE LOAD = 50 PSF
ME
CH
AN
ICA
L D
EC
K -
TR
US
S D
ES
IGN
ER
TO
DE
SIG
N T
RU
SS
ES
FO
R T
OP
CH
OR
DL
IVE
LO
AD
= 5
0 P
SF
SLO
PE
2
11
3
3
1
3 2
1
2
2
1
2
2
1
2
5
2
1
3
2
RID
GE
RID
GE
SLOPESLOPESLOPESLOPE
VA
LLEY
VA
LLE
YVA
LLE
Y
RIDGE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
RIDGE
SLO
PE
SLO
PE
VALLEY
SLO
PE
SLOPE
1
1
5
1
1
1
5
1
1
3
2
1
3
2
RIDGE
SLO
PE
SLO
PE
VALLEY
RIDG
E
SLO
PE
SLO
PE
SLOPE
VALLEY
RIDGE3
1
3 2
1
1
3 2
2
1 1
3 2
11
3
2
2
11
3
2
1
1
3
1
3
2
1
3
2
1 5
2
2
15
2
2
VALLEY
VALLEY
RIDGE
VALLEY
RIDG
E
1
1
5
1
2
PART A PART B
PART CPART D
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
0:5
7 A
M
S205B
Roof Framing Plan -Area B
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Roof Framing - Area B1
No. Description Date
ME
CH
AN
ICA
L D
EC
K -
TR
US
S D
ES
IGN
ER
TO
DE
SIG
N T
RU
SS
ES
FO
R T
OP
CH
OR
DL
IVE
LO
AD
= 5
0 P
SF
RIDGE
SLO
PE
SLO
PE
RIDGE
SLO
PE
SLO
PE
2
2
1
2
2
1
3
2
5
1
2
2
1
1
5
1
2
11
3
2
VALLEY
RIDGE
VALLEY
1
1 1 1
12" DEEP PARALLELCHORD TRUSSES @CLUB ROOM ROOF RE: ARCH
5.25x18 PSL
5.25x18 PSL
5.2
5x1
8 P
SL
5.25x14 PSL
1
3
2
1
3
2
PART A PART B
PART CPART D
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:0
0 A
M
S205C
Roof Framing Plan -Area C
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Roof Framing - Area C1
No. Description Date
MECHANICAL DECK - TRUSS DESIGNERTO DESIGN TRUSSES FOR TOP CHORDLIVE LOAD = 50 PSF
ME
CH
AN
ICA
L D
EC
K -
TR
US
S D
ES
IGN
ER
TO
DE
SIG
N T
RU
SS
ES
FO
R T
OP
CH
OR
DL
IVE
LO
AD
= 5
0 P
SF
RID
GE
VALLEY
RIDGE
VALLEY
RIDGE
VALLEY
VALLEY
VA
LLE
Y
RIDGE
SLOPESLOPE
SLO
PE
SLO
PE
SLO
PE
SLOPE
SLO
PE
SLO
PE
1
2
2
1
2
2
1
2
2
1 1
1
1
5
1
1
3
2
1
3
2
1
2
2
1
2
2
1
2
2
1
2
2
5
5
22
1 1
3
1
3 2
VALLEY
RIDG
E
VALLEY
RIDGE
PART A PART B
PART CPART D
= LOAD BEARING WALL
= TRUSS U.N.O.
= HEADER BEAM U.N.O.
= TRUSS GIRDER
= WOOD COLUMN
PLAN NOTES:
1. SPACE TRUSSES AND NOMINAL FRAMING AT 2'-0" ON CENTER, MAXIMUM U.N.O. FLOOR TRUSS DEPTH VARIES, SEE PLANS. STAIR LANDING FRAMING SHALL BE 2x12@16" O.C. MAX. BALCONY TRUSSES SHALL BE 15" UNLESS NOTED OTHERWISE.
2. REFER TO HEADER AMD COLUMN SCHEDULE FOR HEADER AND HEADER COLUMN SIZE U.N.O. ON PLAN.
3. REFER TO GENERAL NOTES FOR TYPICAL TRUSS LOADING, MATERIAL PROPERTIES OF WOOD MEMBERS AND WALL STUD SCHEDULES.
4. AT EACH END OF FLOOR TRUSS GIRDERS PROVIDE 3-2x4 (LAMINATED) AT LEVELS 5 AND 4, 4-2x4 (LAMINATED) AT LEVEL 3, AND 6-2x4 (LAMINATED) AT LEVEL 2. AT EACH END OF ROOF TRUSS GIRDERS, PROVIDE 3-2x4 (LAMINATED) AT ALL LEVELS. GIRDER COLUMNS SHALL BE CONTINUOUS TO THE FOUNDATION.
5. ROOF DECK SHALL BE 3/4" THICK (NOMINAL) EXTERIOR GRADE OSB OR PLYWOOD AT FLAT ROOFS WITH CLIPS CONFORMING TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION.
6. FLOOR DECK SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD OR OSB.
7. LAMINATED 2x COLUMNS, LUMBER AND TIMBER POSTS INDICATED ON PLAN SHALL BE #2 DFL. ALL OTHER SCHEDULED LAMINATED 2x COLUMNS SHALL BE STUD GRADE DFL.
8. ROOF TRUSSES SHALL BE ATTACHED TO SUPPORT MEMBERS AT ALL SUPPORT POINTS TO RESIST DESIGN UPLIFT FORCES (REFERENCE TABLE ON S102 FOR CLIP SCHEDULE).
9. WOOD COLUMNS SUPPORTING ENGINEERED WOOD BEAMS INDICATED ON PLAN SHALL BE 5-2x6 UNLESS NOTED OTHERWISE.
10. REFER TO S102 FOR LOAD BEARING WALL STUD SCHEDULE.
11. REFER TO S102 FOR ROOF TRUSS UPLIFT ANCHORAGE SCHEDULE.
12. REFER TO S103 FOR BEAM HANGER SCHEDULE.
WOOD PLAN LEGEND:
= OVERBUILD
MARK HEADER
LAMINATEDCOLUMN (EA. BM. END)
1 2- 2x8 4- 2x4 LAMINATED
HEADER & COLUMN SCHEDULE
2 2- 2x10 4- 2x4 LAMINATED
3 2- 2x12*** 5- 2x4 LAMINATED
5 2- 1 3/4x11 1/4 LVL 6- 2x4 LAMINATED*
FULL HEIGHT STUDS(EA. END)
3- 2x4 LAMINATED
3- 2x4 LAMINATED
3- 2x4 LAMINATED
4- 2x4 LAMINATED
INTERIOR WALL** EXTERIOR WALL**1ST & 2ND LEVEL 3RD & 4TH LEVEL 5TH LEVEL
2- 2x4 LAMINATED
2- 2x4 LAMINATED
2- 2x4 LAMINATED
3- 2x4 LAMINATED
1- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
2- 2x4
3- 2x4
3- 2x4
NOTES:1. HEADER COLUMNS ARE STUD GRADE LUMBER U.N.O.2. HEADERS IN 2x6 WALLS ARE 3 PLIES OF MEMBERS LISTED ABOVE. HEADER COLUMNS IN 2x6 WALLS SHALL BE 2x6 STUDS OF THE QUANTITYLISTED ABOVE.3. WHERE HEADER DEPTH DOES NOT PERMIT INSTALLATION AS A DROP HEADER BELOW WALL PLATE, INSTALL HEADER FLUSH IN TRUSSSPACE.* DENOTES THAT THAT COLUMN MUST BE GRADE #2 OR BETTER** FOR PLATE HEIGHTS GREATER THAN 10'-1 1/8", STUDS SHALL BE 2x6.*** PLYWOOD LAYER MUST BE CONTINUOUS THROUGH HEADER, NOT PIECED TOGETHER
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:0
2 A
M
S205D
Roof Framing Plan -Area D
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Roof Framing - Area D1
No. Description Date
SHEAR WALL TYPE 5
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SHEAR WALL TYPE 2
SHEAR WALL TYPE 3
SHEAR WALL TYPE 3
SHEAR WALL TYPE 1
SHEAR WALL TYPE 1
SH
EA
R W
AL
L T
YP
E 2
SH
EA
R W
AL
L T
YP
E 2
SHEAR
WALL
TYPE 3
SHEAR
WALL
TYPE 3
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 5
SHEAR WALL TYPE 5
SH
EA
R W
AL
L T
YP
E 4
SH
EA
R W
AL
L T
YP
E 1
SHEAR WALL TYPE 2
SHEAR WALL TYPE 2
SHEAR WALL TYPE 2
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 5
SHEAR W
ALL TYPE 3SHEAR W
ALL TYPE 3
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 2
SH
EA
R W
AL
L T
YP
E 2
SHEAR WALL TYPE 1 SHEAR WALL TYPE 1
SHEAR
WALL
TYPE 3
SHEAR
WALL
TYPE 3
SH
EA
R W
AL
L T
YP
E 5
SHEAR
WALL TYPE 3
SHEAR
WALL TYPE 3
SH
EA
R W
AL
L T
YP
E 5
SHEAR WALL TYPE 4
SHEAR WALL TYPE 4
SHEAR WALL TYPE 1
SHEAR WALL TYPE 1
SH
EA
R W
AL
L T
YP
E 3
SHEAR WALL TYPE 1
SH
EA
R W
AL
L T
YP
E 2
SHEAR WALL TYPE 5
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:0
6 A
M
S206A
Shear Wall Plan -Area A
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Shear Wall Plan - Area A1
No. Description Date
SH
EA
R W
AL
L T
YP
E 5
SH
EA
R W
AL
L T
YP
E 5
SH
EA
R W
AL
L T
YP
E 5
SH
EA
R W
AL
L T
YP
E 5
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 4
SH
EA
R W
AL
L T
YP
E 3
SH
EA
R W
AL
L T
YP
E 3
SHEAR WALL TYPE 2
SHEAR WALL TYPE 2
SHEAR WALL TYPE 2
SH
EA
R W
AL
L T
YP
E 2
SH
EA
R W
AL
L T
YP
E 2
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SHEAR
WALL
TYPE 3
SHEAR
WALL
TYPE 3
SHEAR WALL TYPE 2
SHEAR WALL TYPE 2
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SHEAR WALL TYPE 1
SHEAR
WALL TYPE 3
SHEAR
WALL TYPE 3
SHEAR WALL TYPE 1
SHEAR WALL TYPE 1
SHEAR WALL TYPE 1
SHEAR WALL TYPE 5
SHEAR WALL TYPE 5
SHEAR WALL TYPE 5
SH
EA
R W
AL
L T
YP
E 2
SHEAR WALL TYPE 2
SHEAR WALL TYPE 4
SHEAR WALL TYPE 3
SHEAR WALL TYPE 3
SHEAR WALL TYPE 1
SHEAR
WALL TYPE 3SH
EAR W
ALL TYPE 3
SH
EA
R W
AL
L T
YP
E 2
SHEAR WALL TYPE 2
SHEAR WALL TYPE 3
SHEAR WALL TYPE 3
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:1
0 A
M
S206B
Shear Wall Plan -Area B
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Shear Wall Plan - Area B1
No. Description Date
SHEAR WALL TYPE 1
SHEAR WALL TYPE 5
SHEAR WALL TYPE 2
SHEAR WALL TYPE 1SH
EA
R W
AL
L T
YP
E 2
SHEAR WALL TYPE 2
SHEAR WALL TYPE 3
SHEAR WALL TYPE 3
SHEAR WALL TYPE 2
SH
EA
R W
AL
L T
YP
E 4
SH
EA
R W
AL
L T
YP
E 3
SH
EA
R W
AL
L T
YP
E 3
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 5
SH
EA
R W
AL
L T
YP
E 5
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 5
SHEAR WALL TYPE 5
SHEAR
WALL
TYPE 3
SHEAR
WALL
TYPE 3
SHEAR WALL TYPE 1
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:1
4 A
M
S206C
Shear Wall Plan -Area C
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Shear Wall Plan - Area C1
No. Description Date
SHEAR WALL TYPE 1 SHEAR WALL TYPE 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 1
32'-0"
SH
EA
R W
AL
L T
YP
E 2
SH
EA
R W
AL
L T
YP
E 2
SHEAR WALL TYPE 1
SHEAR WALL TYPE 1
SH
EA
R W
AL
L T
YP
E 1
SHEAR W
ALL TYPE 3
SHEAR W
ALL TYPE 3
SHEAR WALL TYPE 5
SHEAR WALL TYPE 5
SHEAR WALL TYPE 1
SH
EA
R W
AL
L T
YP
E 2
SH
EA
R W
AL
L T
YP
E 1
SH
EA
R W
AL
L T
YP
E 5
PART A PART B
PART CPART D
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:1
7 A
M
S206D
Shear Wall Plan -Area D
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1/8" = 1'-0"
Shear Wall Plan - Area D1
No. Description Date
SC
HE
DU
LE
D R
EIN
F.
SCHEDULED REINF.
H
B
IN (H) DIRECTION
IN (
B)
DIR
EC
TIO
N
W(ft)MARK
BUILDING FOOTING SCHEDULE
DIMENSION
TOP BOTTOML(ft)
F1
F2
F4
D(inch)
4'-0" 18"7'-0" 6 - #5
REINFORCING(H)
TOP BOTTOM
REINFORCING(B)
10 - #610 - #46 - #4
Fc= 3000 PSI
4'-0" 18"4'-0" 6- #5 6- #56- #46- #4
4'-0" 12"4'-0" 6- #5 6- #56- #46- #4
F3 5'-6" 18"5'-6" 7- #6 7- #67- #47- #4
1'-4"
PLA
N
SE
E
1 OF 2 - #5 CONT.TOP & BOTTOM
SLAB EL.RE: PLAN
WOOD FRAMING
EXT. FINISHRE: ARCH
FINISH GRADERE: CIVIL
(TY
P.)
3"
CLR
.
MIN
.
6"
18"
MIN
. 1'-6"
1'-4"
WOOD FRAMING ABOVE
SLAB EL.RE: PLAN
1 OF 2 - #5 CONT.TOP & BOTTOM
PLA
N
SE
E
1'-6"
WOOD FRAMING ABOVE
SLAB EL.RE: PLAN
1 OF 2 - #5 CONT.TOP & BOTTOM1'-6"
PLA
N
SE
E
DOWELS TO MATCHCONTINUOUS HORIZONTALGRADE BEAM REINFORCING
2'-0" MIN.
30 BAR DIA OR
OR
2'-0" MIN
.30
BA
R D
IA.
DOWELS TO MATCHCONTINUOUS HORIZONTALGRADE BEAM REINFORCING
DOWELS TO MATCHCONTINUOUS HORIZONTALGRADE BEAM REINFORCING
WIDTH
BEAM
WH
ICH
EV
ER
IS
GR
EA
TE
R
30 D
B O
R 2
'-0"
WHICHEVER IS GREATER
30 DB OR 2'-0"
WID
TH
BE
AM
WIDTH
BEAM
WH
ICH
EV
ER
IS
GR
EA
TE
R
30 D
B O
R 2
'-0"
WID
TH
BE
AM
WHICHEVER IS GREATER
30 DB OR 2'-0"RE: SECTIONS FORGRADE BEAM WIDTH
2x4 KEY-CENTERED ON GR. BM.
CONT. REINF. THRUCONSTRUCTION JOINT1 1/2"
D
D/3
D/3
D/3
FINISH SLAB
NOTE:SAW SLAB WHEN CONC. HARDENS ENOUGH TO PREVENT DIS-LODGING OFCOARSE AGGREGATE, BUT BEFORE SHRINKAGE CRACKS OCCUR. IN LIEUOF SAWING, TOOLING OF JOINTS IS ACCEPTABLE
SAW CUT 1/4" WIDE x 3/4" DEEP MAXSPACING = 20' ON CENTEREA. WAY
6 MIL POLY VAPOR BARRIER TYP.
2" GRADING SAND (TYP.)
PROPERLY COMPACTED SUBGRADE (TYP.)
SLAB ON GRADE REINF.SEE GENERAL NOTES
(TYPICAL)
2"
MA
X.
PL
AN
SE
E
NOTE:
CONTRACTOR TO PROVIDE CONSTRUCTION JOINT AS
REQUIRED FOR POURING SEQUENCE
#3x4'-0" DOWEL.SPACING TO MATCH SLAB REINF.
2x2xCONT. KEY
2'-0"
PLA
NS
EEFINISH SLAB
L3x3x1/4x0'-8"W/ 2- 3/4" DIA.
EXPANSION BOLTS(4" EMBED.)
1 OF 2-#5x CONT.
FINISH SLAB
STAIR STRINGERRE: STAIR MFR.
1'-0"
PLA
NS
EE
1'-6"
3/4" DIA. EXP. BOLTS@ 24" O.C.
(5" EMBEDMENT)
#4 @ 12" O.C.EACH WAY
SLOPE TOPPINGTO SUMP PIT
ELEVATOR SILLL4x4x3/8xCONT.VERIFY W/ ELEV. MFR.
#3: 2'-0" @ 18" O.C.
2'-0
"M
IN.
4"
PLA
NS
EE
10"
8"
ELE
V. M
FR
.1 1
/2"
VE
RIF
Y W
/
ELEVATOR SHAFT OPENINGSEE PLAN
ELE
V. M
FR
.
VE
RIF
Y W
/
2x4 KEY @ SUMP PITW/ "SYNCO-FLEX"
WATERPROOFING
2x4 CONT. KEYW/ "SYNCO-FLEX"
WATERPROOFING
WATERPROOFINGREFER TO ARCH'L
#3: @ 12" O.C.
2'-0"
5'-4
"
#4 CONT. HORIZ.@ 12" O.C.
#4 @ 12" O.C.EACH WAY
2x4 KEY @ SUMP PITW/ "SYNCO-FLEX"
WATERPROOFING
#4 @ 12" O.C. EACHWAY
2x4 CONT. KEYW/ "SYNCO-FLEX"
WATERPROOFING
SLOPE TOPPINGTO SUMP PIT
2x4 CONT. KEYW/ "SYNCO-FLEX"WATERPROOFING
CONC. WALL BEYOND
#3: 2'-0" @ 12" O.C.
2'-0
"
ELEVATOR SHAFT OPENINGSEE PLAN
WATERPROOFINGREFER TO ARCH'L
#3: @ 12" O.C.
2'-0"
5'-4
"
FINISH SLAB
#3 @ 18" O.C.
2'-0
"
#4 CONT. HORIZ.@ 12" O.C.
2'-0"10"
4"
MIN
.P
LA
N
SE
E
2'-0"
6"
10" 2'-0" 8"
#4 @ 12" O.C. EACHWAY
EL
EV
. M
FR
.
VE
RIF
Y W
/10"
MIN
.
4"
8"
RE: SCHEDULE
3"
CLR
.
PLA
N
SE
E
GRADE BEAMBEYOND
GRADE BEAM REINF.CONT. THROUGH FOOTING
SCHED. FOOTING REINFORCING
FINISH GRADERE: CIVIL
SLAB EL.RE: PLAN
WOOD COL.RE: PLAN
SIMPSON ABUCOLUMN BASE
RE
: S
CH
ED
ULE
FULLY GROUTCOLUMN BASE
MIN
.
6"
MIN
.
6"
FINISH SLAB
PLA
NS
EE
1'-6"
WOOD COLUMN -SEE PLAN
SIMPSON CBCOLUMN BASE
RE: SCHEDULE
GRADE BEAM BEYOND
GRADE BEAM REINF.CONT. THROUGH FOOTING
SCHED. FOOTINGREINFORCING
(TY
P.)
3"
CLR
.
1'-6"
2'-0"
SLAB EL.RE: PLAN
1 OF 3 - #5 CONT.TOP & BOTTOM
PLA
N
SE
E
RE: SCHEDULE
3"
CLR
.
PLA
N
SE
E
GRADE BEAMBEYOND
GRADE BEAM REINF.CONT. THROUGH FOOTING
SCHED. FOOTING REINFORCING
FINISH GRADERE: CIVIL
SLAB EL.RE: PLAN
STEEL COLUMNRE: PLAN
12x12x3/4 EMBED PLATEw/ (4) 3/4" DIA. x 6-3/4"HEADED STUDS
MIN
.
6"
MIN
.
6"
FINISH SLAB
GRADE BEAM BEYOND
GRADE BEAM REINF.CONT. THROUGH FOOTING
SCHED. FOOTINGREINFORCING
(TY
P.)
3"
CLR
.
RE
: S
CH
ED
ULE
RE: SCHEDULE
STEEL COLUMNRE: PLAN
12x12x3/4 EMBED PLATEw/ (4) 3/4" DIA. x 6-3/4"HEADED STUDS
6"
1'-6"
3'-0"
10 1/2"
WOOD FRAMINGABOVE
FINISH GRADERE: CIVIL
1 OF 4: #5 CONT.TOP & BOTTOM
#4 x 1'-3" @ 12" O.C.TOP & BOTTOM
1 OF 2: #4 CONT.
#3: @ 12" O.C.
5'-0"
1'-6"
8"
12" CMU WALL REINFORCEDw/ (1) #6 VERT. IN FULLYGROUTED CELLS @ 8" O.C.
#6: @ 8" O.C.
FINISH GRADERE: CIVIL
#5: @ 9" O.C.TOP & BOTTOM
#5 CONT. @ 9" O.C.TOP & BOTTOM
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
3/4" = 1'-0"
5/1
3/2
016 1
1:5
1:2
2 A
M
S301
Foundation Section& Details
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
3/4" = 1'-0"
TYP. PERIMETER GRADE BEAM07
3/4" = 1'-0"
TYP. CORRIDOR GRADE BEAM08
3/4" = 1'-0"
TYP. UNIT GRADE BEAM09
NO SCALE
TYP. CORNER BAR REINFORCING01
NO SCALE
TYP. CORNER BAR REINFORCING02
NO SCALE
TYP. GRADE BEAM CONST. JOINT03
3/4" = 1'-0"
TYP. SLAB CONTROL JOINT04
NO SCALE
TYP. SLAB CONSTRUCTION JOINT05
3/4" = 1'-0"
TYP. DETAIL @ STAIR LANDING06
3/4" = 1'-0"
TYP. ELEVATOR PIT SECTION15
3/4" = 1'-0"
TYP. ELEV. SUMP PIT DETAIL16
3/4" = 1'-0"
FOOTING @ PERIMETER10
3/4" = 1'-0"
TYP. INTERIOR FOOTING @ WOOD COLUMN11
3/4" = 1'-0"
FOOTING SCHEDULE14
3/4" = 1'-0"
GRADE BEAM @ OFFICE17
3/4" = 1'-0"
TYP. FOOTING @ PERIMETER - STEEL COLUMN12
3/4" = 1'-0"
TYP. FOOTING @ INTERIOR STEEL COLUMN13
3/4" = 1'-0"
SECTION18
3/4" = 1'-0"
SECTION @ TRASH COMPACTOR19
No. Description Date
B Addendum B 02.26.2016
1' - 0"
1 1/2" 4 1/2" 4 1/2" 1 1/2"
1' -
3 3
/4"
1 1
/2"
6 3
/8"
6 3
/8"
1 1
/2"
BASE PLATE3/4"x12"x1'-0"w/ 6: 3/4"x18"
J-BOLTS
3/8
NOTE: BASE PLATE TYPE2 TYP. AT LEASINGCENTER STOREFRONT
1' - 0"
1 1/2" 4 1/2" 4 1/2" 1 1/2"
1' -
0"
1 1
/2"
4 1
/2"
4 1
/2"
1 1
/2"
BASE PLATE5/8"x12"x1'-0"w/ 4: 3/4"x18"
J-BOLTS
1/4
NOTE: BASE PLATE TYPE1 TYP. AT INTERIORSTEEL COLUMNS
TYP
TYP
d
L/3 L/3 L/3
L
0.7
xd
MA
X.
0.1
5xd
MIN
.0
.15
xdM
IN.
** NOTE:
1. PENETRATIONS THROUGH STEEL BEAMS ARE ONLY
ALLOWED IN MIDDLE THIRD OF BEAM SPAN.
2. NO PENETRATIONS ALLOWED IN BEAMS LESS THAN 16" DEEP.
3. PROVIDE STIFFENER PLATES EQUAL TO THICKNESS OF BEAM FLANGE. STIFFENER PLATES SHALL
BE WELDED TO BEAM WEB AND EXTEND TO LIMIT OF FLANGE WIDTH AND NOT BEYOND.
4. HORIZONTAL STIFFENER PLATES MUST BE EXTENDED HALF OF THE OPENING WIDTH BEYOND THE
OPENING OR 12" WHICHEVER IS GREATER.
5. NO BEAM TO BEAM OR COLUMN TO BEAM CONNECTIONS MAY OCCUR IN THE IMMEDIATE VICINITY
OF A WEB PENETRATION IN A STEEL BEAM. NOTIFY ENGINEER AT ONCE FOR REQUIREMENTS IF
BEAM TO BEAM CONNECTIONS ARE REQUIRED IN THE IMMEDIATE VICINITY OF A WEB PENETRATION.
OPENING
30"
MAX
11
"
MA
X
STD. AISC DBL. ANGLE CONNECTIONSw/ 3/4" DIA. ERECTION BOLTS AS REQ'D.TYP. U.N.O.
ERECTION BOLTSAS REQ'D
COPE BEAM ENDS AS REQ'D
STD. AISCDBL. ANGLE CONNECTION
TYP. U.N.O.TYP.
HSS COL. SEE PLAN
BEAM SEE PLAN
1/4" SHEAR PL.
WELD PL. THICKNESS= BEAM FLANGE THICKNESS
AISC HSSSTANDARD STIFFENEDSEAT CONNECTION
3/4" COL.CAP PL.
TYP.
3 SIDESTYP.
1/4" STIFFENER PLATEEACH SIDE OF
BEAM WEB
STEEL BEAMRE: PLAN
COLUMN (SEE PLANFOR TYPE & DIR.)
TYP.
1/4" SHEAR PL.
AISC HSSSTANDARD STIFFENEDSEAT CONNECTION
BEAM SEE PLAN
HSS COL. SEE PLAN
TYP.
3 SIDESTYP.
STEEL BEAMRE: PLAN
1/2" END PLATE
STEEL COLUMNRE: PLAN
9x9x3/4 COLUMNCAP PLATE
TYP.
STEEL BEAMSRE: PLAN
TYP. AISC DOUBLEANGLE CONNECTION
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:2
5 A
M
S501
Typical Steel Details
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
1 1/2" = 1'-0"
BASE PLATE TYPE 202
1 1/2" = 1'-0"
BASE PLATE TYPE 101
3/4" = 1'-0"
TYP. STEEL BEAM WEB PENETRATION DETAIL07
1" = 1'-0"
TYP. BEAM TO BEAM CONN.06
1" = 1'-0"
TYP. BEAM TO COL. MOMENT CONN.03
1" = 1'-0"
TYP. BEAM TO TOP OF COL CONN.05
1" = 1'-0"
TYP. BEAM TO HSS COL. CONN.04
1 1/2" = 1'-0"
TYP. HSS BEAM @ COLUMN08
1 1/2" = 1'-0"
TYP. STEEL BEAM CONNECTION09
No. Description Date
8"
8" 8"
8"
8"
8"
8"
8"
2 ROWS OF 12d NAILS@ 8" O.C. TYP. U.N.O.
THIRD LAMINATION
FIRST LAMINATION
SECOND LAMINATION
THIRD LAMINATION
FIRST LAMINATION
SECOND LAMINATION
FOURTH LAMINATION
2-16d @ 4" O.C.(24-16d MIN. EA. SIDE OF EA. SPLICE)
ELEVATION VIEW
PLAN VIEW
2" TYP.
4'-0" MIN.
2" TYP.
1 3
/8"
1 3
/8"
2x BOTTOM PL.
SELF LEVELINGTOPPING
FLOOR DECKING2x WALL
FLOOR TRUSS
2-2x TOP PL.
2x LOAD BEARING WALL
SEE ARCH.AIR SPACE -
2x WALL2x BOTTOM PL.
SELF-LEVLINGTOPPING
FLOORDECKING
FLOOR TRUSS
2-2x TOP PL.
2x BEARING WALL
2-2x TOP PL.
2x WALL
FLOOR TRUSS
2x STRONGBACKNAIL W/ 2-16d
FLOOR DECKING
SELF-LEVELINGTOPPING
2x BOTTOM PL.2x WALL
FLOOR TRUSS (TYP.)
TO
P O
F P
LA
TE
RE
: A
RC
H'L
2x WALL2x BOTTOM
SELF LEVELINGTOPPING
FLOORDECKING
FLOOR TRUSS
DTC CLIP
2-2x TOP PLATE
2x BEARING WALL
PROVIDE SEAT INTRUSSES AS REQD
FLUSH BEAM RE:PLAN FOR SIZE
SELF LEVELINGTOPPING
FLOORDECKING
2x4 CONT. EA FACE ORBEAM OR TRUSS BEARING(IF REQUIRED BY MANUF.)NAIL W/ 2-16d @ 12" O.C.
TOP CHORD BEARINGFLOOR TRUSS
1/2" MAX.
BEAM WIDTH + 3"
1/2" MAX.
METAL HANGERS TO BESIZED AND PROVIDED BYTRUSS MANUFACTURER
FLOOR TRUSS
FLUSH BEAM RE:PLAN FOR SIZE
SELF LEVELINGTOPPING
FLOORDECKING
SELF LEVELINGTOPPING
FLOOR DECKING
LANDING ORFLOOR TRUSS
HEADER BEAMRE: PLAN
ANGLE CONNECTIONBY STAIR MANUFACTURER
METAL STAIRSSEE ARCH
METAL STAIRS BYOTHERS SEE ARCH
ANGLE CONNECTIONBY STAIR MANUFACTURER
HEADER BEAMRE: PLAN
FLOOR TRUSS
3/4" GYPCRETE
FLOOR DECKING
"DTC" CLIP AT (1)SIDE OF BOTTOM CHORDOR TOE NAIL W/ 2-16d
2x4 BLOCKING @ 72"O.C.
2x NON-LOAD BEARING WALL
ROOFTRUSS
ROOF DECK
WALL STUD SPACING
NOT TO EXCEED
WALL STUD SPACING
NOT TO EXCEED
2x CRIPPLES
BOTTOM PL.
2x LAMINATED COLUMNHEADER SUPPORTRE: HEADER SCHEDULE
SCHEDULED HEADER
FLOOR DECK
2-2x TOP PL.
HEADER COLUMN BLOCKING.MATCH COLUMN SIZE
2-2x FULL HEIGHT STUDS@ EA. SIDE OF HEADER
NAIL STUD TOHEADER W/ 3-16d
2x LOAD BEARING WALL
2-2x TOP PL.
2x BOTTOM PL.
SELF LEVELINGTOPPING
FLOORDECKING
2x WALL
FLOOR TRUSS
CONT. SHEAR TRUSSSEE SHEAR WALL DETAILS
CLEARSTORY
OPENING
SEE ARCH.AIR SPACE -
"DTC" CLIP AT (1)SIDE OF BOTTOM CHORDOR TOE NAIL W/ 2-16d
2x4 BLOCKING @ 72"O.C.
2x NON-LOAD BEARING WALL
FLOORTRUSS
FLOOR DECK2-16D NAILS @ 48" O.C.TO BLOCKING
2x NON-BEARING WALL -RE: PLAN
WALL DBL TOP PL.
TYPICAL PSL ORLAMINATED STUD COLUMNRE: HEADER & COL. SCHEUDLE
FLOOR DECK
WALL BOTTOM PL.
FLOOR TRUSS
2x COL. BLOCKING.MATCH COLUMN SIZEBELOW. TOE NAIL TOTRUSS WEB, TOP &BOTTOM PLATES W/10d NAILS.
CONTINUE STUD PACKCOLUMN THROUGH TO FOUNDATIONIN WALL FRAMING
TYPICAL PSL ORLAMINATED STUD COLUMNRE: HEADER & COL. SCHEDULE
FLOOR DECK
WALL BOTTOM PL.
2x COL. BLOCKING.MATCH COLUMN SIZEBELOW. TOE NAIL TOTOP & BOTTOM PLATES W/10d NAILS.
TRUSSSEE PLAN
CONTINUE STUD PACKCOLUMN THROUGH TO FOUNDATIONIN WALL FRAMING
WALL DBL TOP PL.
ROOF DECK
ROOF TRUSSHOLD-DOWN CLIP
ROOF TRUSS2-2x TOP PL.
2x BEARING WALL
TO
P O
F P
LA
TE
RE
: P
LA
N
2x NON-LOAD BEARING WALL"DTC" CLIP AT (1)SIDE OF BOTTOMCHORD OR TOE NAILW/ 2-16d
ROOF TRUSS
CONT. 2x6BLOCKING
ROOF TRUSSSEE PLAN
DBL. 2x TOP PL.
FLOOR TRUSSSEE PLAN
ROOF DIAPHRAMATTACHED TO FRAMING W/8d NAILS @ 6" O.C. TYP. U.N.O.
DR
OP
RO
OF
16d @ 12" O.C.EA. EDGE STAGGERED
2x OR ENGINEEREDLUMBER
16d @ 12" O.C.EA. EDGE STAGGERED
2x OR ENGINEEREDLUMBER
1/2" DIA. BOLT W/ WASHER@ 12" O.C. EA. EDGE
STAGGERED
2x OR ENGINEEREDLUMBER
DOUBLE TRIPLE
4 OR MORE
D/4
D/4
"D"
D/4
D/4
"D"
"D"
1'-0"1'-0"
2'-0"
WOOD COLUMNRE: PLAN
BEAMRE: PLAN
SIMPSON HUCQSIMPSON HUCQ
BEAMRE: PLAN11.25" TO 16" DEEP
BEAMRE: PLAN
END-BEAM CONN. COLUMN CONN.
BEAMRE: PLAN
BEAMRE: PLAN
BEAMRE: PLAN
JOISTRE: PLAN
SHOWING "END BEAM"BEAM CONNECTION
SHOWING "MID BEAM"BEAM CONNECTION
SHOWING "MID BEAM"JOIST CONNECTION
EXT. FINISHRE: ARCH
2x BLOCKING NAILERMATCH BANDING SIZETYP. U.N.O.
PLYWOOD FLOORDECK RE: NOTESTYP. U.N.O.
FLOOR TRUSS.
EXTERIOR SHEATHINGRE: NOTES
(TYP., U.N.O.)
2x WALL FRAMINGRE: PLANS AND NOTESTYP. U.N.O.
2x WALL FRAMINGRE: PLANS & NOTES(TYP., U.N.O.)
DOUBLE 2x TOPBEARING PLATE CONT.
TYP. U.N.O.
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
3/4" = 1'-0"
5/1
3/2
016 1
1:5
1:3
0 A
M
S601
Typical WoodFraming Details
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
3/4" = 1'-0"
TYPICAL BUILT-UP COLUMN/STUD DETAIL01
3/4" = 1'-0"
TOP PLATE SPLICE DETAIL02
3/4" = 1'-0"
LOAD BEARING & PARTY WALL DETAIL05
3/4" = 1'-0"
INTERIOR LOAD BEARING WALL06
3/4" = 1'-0"
INTERIOR NON-LOAD BEARING WALL DETAIL07
3/4" = 1'-0"
INTERIOR NON-LOAD BEARING WALL08
3/4" = 1'-0"
FLUSH BEAM DETAIL09
3/4" = 1'-0"
FLUSH BEAM DETAIL10
3/4" = 1'-0"
INTERMEDIATE LANDING DETAIL11
3/4" = 1'-0"
STAIR LANDING DETAIL12
3/4" = 1'-0"
NON-LOAD BEARING WALL ROOF TRUSS PARALLEL13
3/4" = 1'-0"
TYPICAL HEADER SUPPORT DETAIL AT OPENINGS16
3/4" = 1'-0"
LOAD BEARING & PARTY WALL DETAIL17
3/4" = 1'-0"
NON-LOAD BEARING WALL ROOF TRUSS PARALLEL18
3/4" = 1'-0"
LVL, PSL OR LAMINATED STUD COLUMNTYPICAL FRAMING FLOOR CONNECTION
19
3/4" = 1'-0"
INTERIOR LOAD BEARING WALL ROOFTRUSS PERPENDICULAR
14 3/4" = 1'-0"
NON-LOAD BEARING WALL ROOFTRUSS PERPENDICULAR
15
3/4" = 1'-0"
TYPICAL ROOF ELEVATION CHANGE DETAIL20
3/4" = 1'-0"
TYPICAL BUILT-UP BEAM DETAIL21
3/4" = 1'-0"
TYPICAL WOOD END BEAM TO BEAMAND BEAM TO COLUMN CONN.
03
3/4" = 1'-0"
TYPICAL JOIST/BEAMHANGER PLAN VIEW
22
3/4" = 1'-0"
TYP. SECTION @ EXT. WALL04
No. Description Date
TRUSSSEE PLANS
PLYWOOD DECKRE: PLAN
SEE PLAN
TRUSS BANDINGTYP. U.N.O.
RE: TRUSS MFG.
2x BLOCKING@ 24" FROMEA. END OF STUD
RESIDENTIALELEVATOR SHAFT
SIMPSON CCQ COLCAP OR ECCQ @ ENDCOLUMN
WOODBEAM
RE. PLAN
SOLID OR LAMINATEDWOOD COLUMN
SIMPSON EPCZPOST CAP
SIMPSON CS 18 W/16- 10d NAILS @
EA. SIDE WHEN TOP PL.INTERRUPTED BY BEAM
SOLID OR LAMINATEDWOOD COLUMN
STANDALONEIN-WALL
2x CONTINUOUS STUDSRE: HEADER SCHEDULE FOR
QUANTITY OF STUDS @ EA.SIDE OF OPENING.
2-2x MIN.
TRUSSSEE PLANS
SEE PLAN FORTRUSS DIR.TYP. U.N.O.
COORD. W/ARCH'L& MECH'L FOR
CORRIDOR MECH'LREQUIREMENTSOVERLAP FLOOR
DECK
GYPCRETETOPPING TYP.
SEE PLAN FORTRUSS DIR.TYP. U.N.O.
OVERLAP FLOORDECK
CMU WALL
ADJACENT STUD WALLUSE SIMPSON SCB43.5 @ 4'-0" O.C. MAX AT EACH FLOOR W/SIMPSON SDS 1/4" SCREWS TO WOOD STUDS AND3- 1/4"x1 3/4" SIMPSON TITEN HEX-HED SCREWS TO MASONRY
SIMPSON CS18 COIL STRAPINTERIOR & EXTERIOR
@ EA. END OF HEADER
NOTE:USE BUILT-UP HEADER CONDITION WHEN HEADERDEPTH EXCEEDS DIMENSION BETWEEN DOUBLETOP PLATE AND WINDOW JAMB
DOUBLE STUDS@ EA. END OF
OPENING (TYP.)
HEADER COLUMNSSEE SCHEDULETHIS SHEET
TOP PL.
SILL PL.
WALL STUDS2-2x8
FLOOR DECKING
05S602
2-2x8 W/ 1/2" PLY OROSB SPACER
TOP PL.LIQUID NAILSHEAVY DUTY
ADHESIVEAPPLIED B/WEA. MEMBER
WALL SILL PL.
FLOOR DECKING
SHIM
10d NAILSSTAGGERED @ 12"O.C. MAX
04S602
10d NAILSSTAGGERED@ 6" O.C. MAX.
6"
3"
TRUSSSEE PLAN FORORIENTATION
ROOF DECK
MIN
. D
EP
TH
PE
R
TR
US
S M
AN
UF
AC
TU
RE
R
SLOPESLOPE
2-2x TOPFLATES
FLOOR DECK
CONT. 2- 2x HEADER
2x4 CRIPPLES
2-2x FULL HEIGHT STUDS@ EA. END OF CONT.HEADER.
NAIL STUD TO HEADER W/3-16d
SILL PLATE
2x COLUMNS TOSUPPORT HEADER ASSHOWN ONHEADER SCHEDULE
3-2x4 COLUMNS TOSUPPORT HEADER* USE NO. 1 GRADES.Y.P ON LOWEST LEVELEXTERIOR WALLS
WALL STUD SPACING
NOT TO EXCEED
WALL STUD SPACING
NOT TO EXCEED
WALL STUD SPACING
NOT TO EXCEED
SE
E A
RC
H.
TOP OF PLATERE: ARCH'L
HEADERRE: PLANS & NOTESTYP. U.N.O.
FINISHRE: ARCH'L.
"A"
PLYWOOD DECKRE: PLAN
INFILL BETWEEN TRUSS'SW/ KNEE WALL
TYP. U.N.O.
HANGER BYOTHERS
TRUSS GIRDERRE: PLAN
CANTILEVERED TRUSSRE: PLAN
SCHEDULED HEADERSEE PLAN
FLOOR DECKING
2- 2x8 SCABNAILED
GYPCRETETOPPING
2x8 PLATE
SIMPSON "A23" CLIPEA. END
2- 2x8 PLATE
SIMPSON "A23" CLIPEA. END
2-2x8SCAB
4- 1/2" DIA. LAG SCREWSMIN. 3" DEPTH INTO
WOOD W/ PL. 5"x51/2"x1/4
AR
CH
.S
EE
REF. ARCH.
HAND RAIL -REF. ARCH. FOR FINISH -REF. GENERAL NOTES FORTYPICAL LOADING
4 - 1/2" DIA. LAG SCREWS -MIN. 3" DEPTH INTO WOOD W/5"x5 1/2" x 1/4" PL.
5 1
/2"
5"
1"
3 1
/2"
1"
1" 3" 1"
TRUSS MFR. TO DESIGN/BUILD PARAPET INTEGRALW/ ROOF TRUSS (TYP)
ROOF DECK
PARAPET EL.RE: ARCH
(TYP., U.N.O.)
FINISH ROOFINGRE: ARCH
C8x13.7 CHANNEL
2x12 SCAB MEMBER EACH SIDE OF TRUSS w/ (4) 1/4"DIA. x 3" LONG SIMPSON SDS SCREWS TO EACH TRUSSCHORD TOP & BOTTOM
SIMPSON HGA10 GUSSET ANGLE w/ (4)1/4" DIA. x 3" LONG SIMPSON SDSSCREWS TO SCAB MEMBER & BEAM
CANOPY - RE: ARCH
1 OF 2 - 5/8" DIA THROUGHBOLTS @ 24" O.C. w/ SIMPSON
BP5/8 BEARING PLATES
SIMPSON A35 CLIP ANGLEATTACHED w/ #9 x 1-1/2"SIMPOSN SDS SCREWS
A A
ROOF TRUSS BOTTOM CHORD
2x12 SCAB MEMBER
SIMPSON HGA10GUSSET PLATE
10d TOE NAILS @ 4"O.C. EACH SIDE
5.25x11.25 PSL
C8x13.7 CHANNEL
1 OF 2 - 5/8" DIA THROUGHBOLTS @ 24" O.C. w/ SIMPSON
BP5/8 BEARING PLATES
ROOF TRUSS END WEB
NOTE: TRUSS DESIGNER TO DESIGN TRUSSES @CANOPY LOCATIONS FOR TOP AND BOTTOMCHORD AXIAL FORCE OF 600 LBS.
SECTION A-A
FLOOR DECK
FLOOR TRUSS
STEEL BEAMRE: PLAN
CONT. DOUBLE2x NAILER
1/2" THREADED ROD @ 16" O.C.STAGGERED SHOP WELDED TO
BEAM (TYP., U.N.O.)
1/2" NUT COUNTERSUNKINTO NAILER (TYP., U.N.O.)
3- 2x12 NAILER
SIMPSON HTU FACE-MOUNTTRUSS HANGER
FLOOR DECK
FLOOR TRUSS
STEEL BEAMRE: PLAN
CONT. DOUBLE2x10 NAILER
1/2" THREADED ROD @ 16" O.C.STAGGERED SHOP WELDED TO
BEAM (TYP., U.N.O.)
1/2" NUT COUNTERSUNKINTO NAILER (TYP., U.N.O.)
3- 2x12 NAILEREACH SIDE
SIMPSON HTU FACE-MOUNTTRUSS HANGER
1/2" DIA. THROUGH BOLTS@ 16" O.C. STAGGERED
PAVER SYSTEMRE: ARCH
HSS2x2x18 POST@ 5'-0" O.C. MAX
GLASS PANELRE: ARCH
FLATWISE 5.25x11.25 PSL(RE: DETAIL 04 THIS PAGE
FOR CONNECTION)
1 OF 4: 1/2" DIA.THROUGH BOLTS (LAG
BOLTS NOT ACCEPTABLEAT THIS CONDITION)
FLOOR TRUSS
2x12 SCAB MEMBER (RE:DETAIL 04 THIS PAGE FOR
CONNECTION)
8x6x3/8 STEEL PLATE
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
3/4" = 1'-0"
5/1
3/2
016 1
1:5
1:3
5 A
M
S602
Typical WoodFraming Details
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
3/4" = 1'-0"
TYP. FRAMING @ CANTILVER07
3/4" = 1'-0"
SECTION AT ELEVATOR SHAFT06
3/4" = 1'-0"
BEAM/HEADER TO COLUMN DETAIL02
3/4" = 1'-0"
TYP. SECTION AT CORRIDOR08
3/4" = 1'-0"
TYPICAL CMU WALL BRACING DETAIL10
3/4" = 1'-0"
TYPICAL BUILT-UP HEADER03
3/4" = 1'-0"
SECTION05
3/4" = 1'-0"
SECTION04
3/4" = 1'-0"
ROOF DRAIN DETAIL09
3/4" = 1'-0"
TYPICAL HEADER SUPPORT W/ CONT. 2- 2x HEADER DETAIL01
3/4" = 1'-0"
TYPICAL EXTERIORNON-LOAD BEARING WALL
11 3/4" = 1'-0"
EXTERIOR WALL AT OPENING12
3/4" = 1'-0"
TYPICAL BALCONY SECTION13
3/4" = 1'-0"
TYPICAL CANOPY CONNECTION14
3/4" = 1'-0"
TRUSS TO STEEL BEAM CONNIX16
3/4" = 1'-0"
TYP. TRUSS TO STEEL BEAM CONNECTION15
3/4" = 1'-0"
SECTION @ GLASS HANDRAIL17
No. Description Date
PLYWOOD DECKRE: PLAN
INFILL BETWEEN TRUSSESW/ KNEE WALL
TYP. U.N.O.
HANGER BYOTHERS
TRUSS GIRDERRE: PLAN
CANTILEVERED TRUSSRE: PLAN
AR
CH
.S
EE
REF. ARCH.
RE: DETAIL 13/S602 FORHANDRAIL ATTACHMENT
WOOD BEAMRE: PLAN
EXTERIOR WOOD FRAMING
EXT. FINISHRE: ARCH
WOOD BEAMRE: PLAN
FLOOR DECK
FLOOR TRUSSES
2x FRAMING
VE
RIF
Y w
/ A
RC
H
w/ ARCHVERIFY
1 OF 2 CONT. SIMPSON CS16 STAPSATTACHED w/ 3" 10d NAILS PERMFR. INSTRUCTIONS
FLOOR DECK
FLOOR TRUSS BEYOND
2x NAILER
STEEL BEAMRE: PLAN
WOOD BEAMRE: PLAN
CONT. 2x DRAG STRUT MEMBERS
TRUSS HANGER BEYOND
CONT. 2x12 ATTACHED TO TRUSSMEMBERS w/ 10d NAILS @ 4" O.C.
04S603
SIMPSON A36 CLIP ANGLES @ 48" O.C.
17x6x3/8" PLATE EACH SIDE
1/2" PLATE BOTTOM
1 OF 3: 3/4" THROUGH BOLTS
FLOOR DECK
FLOOR TRUSS
CONT. SIMPSON CS14 STRAPS
CONT. 2x12
SIMPSON A36 CLIPANGLES @ 48" O.C.
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerJohnson Consulting Engineers, Inc.2102 Blalock DriveSuite 101Austin, Texas 78758512.990.9550
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape Architect-
Interior Designer-
401 Congress Avenue, Suite 1540 Austin, Texas 78701 512.852.4310
a multifamily project for
1 GARAGE/PODIUM PERMIT SET 03.31.2015
REVISIONS
ISSUANCES
and
2014 Copyright The Davies Collaborative. All Rights Reserved
2 RESIDENTIAL PERMIT SET 05.08.2015
3 FOR CONSTRUCTION 09.14.2015
3/4" = 1'-0"
S603
Wood FramingDetails
Keesee Tract
Checker
Author
05.13.2016
2015.172
10801 S. IH35 Austin,TX 78748
No. Description Date
3/4" = 1'-0"
BALCONYFRAMING - LEVEL 2 @ COURTYARD ENTRANCE01
3/4" = 1'-0"
EXT. WALL FRAMING - LEVEL 2 @COURTYARD ENTRANCE
02 3/4" = 1'-0"
DRAG STRUT CONNIX @ STEEL BEAM03
3/4" = 1'-0"
DRAG STRUT SECTION04
WALL STUDS
"SIMPSON"HOLD DOWN,
OR EQUIVALENT,RE: SCHEDULE
SILL PL. CONNECTORS,RE: SCHEDULE
FOUNDATION
SHEAR WALLCHORD,
RE: SCHEDULE
SHEAR WALLSHEATHING,RE: SCHEDULE
INTERSECTINGNON-SHEAR
WALL
HOLD-DOWNANCHOR,
RE: SCHEDULE
WALL STUDS
SHEAR WALLCHORD, RE: SCHEDULE
"SIMPSON" SOIL STRAP OREQUIVALENT,
RE: SCHEDULE, CONN. PERMFR. RECOMMENDATIONS
WALL STUDS
SHEAR WALL CHORD,RE: SCHEDULE
FLOOR DECK,RE: GENERAL NOTESFOR DIAPHRAGMNAILING REQUIREMENTS.
DOUBLE TOP PL.
FLOOR TRUSSES
SILL PL.
SHEAR BLOCKING TRUSSESB/W EVERY FLOOR TRUSS, RE:S603 FOR NAILING
SHEAR WALLSHEATHING,RE: SCHEDULE
SHEAR WALLSHEATHING,RE: SCHEDULE
TOP PL. CONNECTORS,RE: SCHEDULE
WALL STUDS
SHEAR WALL CHORD,RE: SCHEDULE
"SIMPSON"COIL STRAP
OR EQUIVALENT,RE: SCHEDULE,
CONN. PER MFR.RECOMMENDATIONS
WALL STUDS
SHEAR WALLCHORD, RE: SCHEDULE
FLOOR DECK,RE: GENERAL NOTESFOR DIAPHRAGMNAILING REQUIREMENTS.
DOUBLE TOP PL.
SILL PL.
CONTINUOUS SHEARTRANSFER TRUSS
SHEAR WALL SHEATHING,RE: SCHEDULE
SHEAR WALLSHEATHING,
RE: SCHEDULE
SILL PL. CONNECTORS,RE: SCHEDULE
TOP PL. CONNECTORS,RE: SCHEDULE
"SIMPSON"COIL STRAP,
OR EQUIVALENT,RE: SCHEDULE
CONN. PER MFR.RECOMMENDATIONS
WALL STUDS
SHEAR WALL CHORD,RE: SCHEDULE
ROOF DECK
DOUBLE TOP PL.
ROOF TRUSS
SHEAR BLOCKING PANELS,RE: S603 FOR NAILING
SHEAR WALLSHEATHING,RE: SCHEDULE
TOP PL. CONNECTORS,RE: SCHEDULE
"SIMPSON"COIL STRAP,
OR EQUIVALENT,RE: SCHEDULE
CONN. PER MFR.RECOMMENDATIONS
WALL STUDS
SHEAR WALLCHORD, RE: SCHEDULE
CONTINUOUS SHEARTRANSFER TRUSSRE: TYPICAL DETAILS
CONTINUOUS ROOF SHEARTRUSS CLIPSRE: SCHEDULE
HOLD-DOWN @FOUNDATIONWHERE APPLICABLE
HOLD-DOWNFOUNDATION ANCHORWHERE APPLICABLE
SILL PL. CONNECTORS TOCONCRETE BELOW
1/2" EXPANSIONANCHORS @36" O.C.
CHORD SIZE
3- 2x
TOP PL. CONNECTORS SIMPSON COIL STRAP
2-CS18 W/ 16-10dNAILS @ EA. END
SHEATHING TYPE
&
CONTINUOUS ROOFSHEAR TRUSS CLIPS
SIMPSON A34 CLIPS@ 24" O.C.
SIMPSON A34 CLIPS@ 24" O.C.
SIMPSON A34 CLIPS@ 24" O.C.
2- 2x
2- 2x
3- 2x
2- 2x
2- 2x
3- 2x
2- 2x
2- 2x
-
-
-
-
-
-
10d NAILS @ 6" O.C.
10d NAILS @ 8" O.C.
10d NAILS @ 12" O.C.
10d NAILS @ 6" O.C.
10d NAILS @ 8" O.C.
10d NAILS @ 12" O.C.
10d NAILS @ 6" O.C.
10d NAILS @ 8" O.C.
10d NAILS @ 12" O.C.
-
-
-
-
-
-
CS16 W/ 20-10dNAILS @ EA. END
CS18 W/ 16-10dNAILS @ EA. END
2-CS18 W/ 16-10dNAILS @ EA. END
CS16 W/ 20-10dNAILS @ EA. END
CS18 W/ 16-10dNAILS @ EA. END
2-CS18 W/ 16-10dNAILS @ EA. END
CS16 W/ 20-10dNAILS @ EA. END
CS18 W/ 16-10dNAILS @ EA. END
&
SIMPSON A34 CLIPS@ 24" O.C.
3- 2x
2- 2x
2- 2x - -
10d NAILS @ 6" O.C.
10d NAILS @ 8" O.C.
10d NAILS @ 12" O.C.
-
-
2-CS18 W/ 16-10dNAILS @ EA. END
CS16 W/ 20-10dNAILS @ EA. END
CS18 W/ 16-10dNAILS @ EA. END
SIMPSON A34 CLIPS@ 24" O.C.
3- 2x4
2- 2x
2- 2x - -
10d NAILS @ 6" O.C.
10d NAILS @ 8" O.C.
10d NAILS @ 12" O.C.
-
-
2-CS18 W/ 16-10dNAILS @ EA. END
CS16 W/ 20-10dNAILS @ EA. END
CS18 W/ 16-10dNAILS @ EA. END
2- 2x - - 10d NAILS @ 8" O.C. -CS16 W/ 20-10dNAILS @ EA. END
2- 2x - - 10d NAILS @ 8" O.C. -CS16 W/ 20-10dNAILS @ EA. END
2- 2x - - 10d NAILS @ 8" O.C. -CS16 W/ 20-10dNAILS @ EA. END
2- 2x - - 10d NAILS @ 8" O.C. -CS16 W/ 20-10dNAILS @ EA. END
2- 2x - - 10d NAILS @ 8" O.C. -CS16 W/ 20-10dNAILS @ EA. END
&
&
&
&
&
&
&
&
4 STORY WALL
SW 1-4 / LEVEL 1SIMPSON HTT5W/26-10d NAILS
5/8" DIA. THREADEDROD8-1/2" EMBEDMENT
SIMPSON HTT5W/26-10d NAILS
5/8" DIA. THREADEDROD8-1/2" EMBEDMENT
SILL PL. CONNECTORSTO WOOD BELOW
12d NAILS @ 6" O.C.
12d NAILS @ 6" O.C.
12d NAILS @ 6" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 12" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 12" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 12" O.C.
12d NAILS @ 6" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 12" O.C.
12d NAILS @ 6" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 12" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 8" O.C.
12d NAILS @ 8" O.C.
1/2" EXPANSIONANCHORS @36" O.C.
-
-
SW 1-4 / LEVEL 2
SW 1-4 / LEVEL 3
SW 1-4 / LEVEL 4
SIMPSON HTT5W/ 26-10d NAILS
SIMPSON HTT5W/ 26-10d NAILS
SW 2-4 / LEVEL 1
SW 2-4 / LEVEL 2
SW 2-4 / LEVEL 3
SW 2-4 / LEVEL 4
5/8" DIA. THREADED ROD8 1/2" EMBEDMENT
5/8" DIA. THREADED ROD8 1/2" EMBEDMENT
1/2" EXPANSIONANCHORS @ 36" O.C.
1/2" EXPANSIONANCHORS @ 36" O.C.
-
-
SW 3-4 / LEVEL 1
SW 3-4 / LEVEL 2
SW 3-4 / LEVEL 3
SW 3-4 / LEVEL 4
SIMPSON HTT5W/26-10d NAILS
5/8" DIA. THREADED ROD8-1/2" EMBEDMENT
SIMPSON HTT5W/26-10d NAILS
5/8" DIA. THREADED ROD8-1/2" EMBEDMENT
1/2" EXPANSIONANCHORS @ 36" O.C.
1/2" EXPANSIONANCHORS @ 36" O.C.
-
-
SW 4-4 / LEVEL 1
SW 4-4 / LEVEL 2
SW 4-4 / LEVEL 3
SW 4-4 / LEVEL 4
SIMPSON HTT5W/ 26-10d NAILS
5/8" DIA. THREADED ROD8-1/2" EMBEDMENT
SIMPSON HTT5W/ 26-10d NAILS
5/8" DIA. THREADED ROD8-1/2" EMBEDMENT
1/2" EXPANSIONANCHORS @ 36" O.C.
1/2" EXPANSIONANCHORS @ 36" O.C.
-
-
SW 5-4 / LEVEL 1
SW 5-4 / LEVEL 2
SW 5-4 / LEVEL 3
SW 5-4 / LEVEL 4
SIMPSON HTT5W/ 26-10d NAILS
5/8" DIA. THREADED ROD8 1/2" EMBEDMENT
1/2" EXPANSIONANCHORS @ 36" O.C.
SIMPSON HTT5W/ 26-10d NAILS
5/8" DIA. THREADED ROD8 1/2" EMBEDMENT
1/2" EXPANSIONANCHORS @ 36" O.C.
-
-
NOTES:
1. SHEAR WALL DETAILS SHOWN APPLY TO EACH END OF EACH SHEAR WALL AS SHOWN ON SHEAR WALL PLAN.
GA
N
SHEARWALL CONNECTOR SCHEDULE
HA
B
P
B
A
A
MA
NA
B
A
JA
KA
B
A
M
N
B
A
M
N
B
A
TYPICAL SHEAR WALL NAILING NOTES:
1. ALL NAILS SPECIFIED IN SHEAR WALL FRAMING BE COMMON NAILS OF THE WEIGHT SPECIFIEDON SHEARWALL DETAILS.
2. ALL DRYWALL ATTACHED TO SPECIFIED SHEAR WALL SHALL BE FASTENED WITH COOLER NAILSOR WALLBOARD NAILS OF THE WEIGHT SPECIFIED ON SHEAR WALL DETAILS.
3. ALL STUDS USED FOR SHEAR WALL CHORDS SHALL BE NO. 2 DFL OR EQUAL.
SHEAR TRANSFER TRUSS NOTES
1. TRUSS DESIGNER TO DESIGN CONTINUOUS SHEAR TRUSS TO RESISTFORCES SHOWN ON TYPICAL SHEAR WALL DETAIL S603.
2. TRUSS DESIGNER TO DESIGN SHEAR BLOCKING TRUSS TO RESIST FORCESSHOWN ON TYPICAL SHEAR WALL DETAIL SHEET S603.
SHEAR WALL SHEATHING SCHEDULE
MARK UNIT AIR SPACE
SHEATHING LOCATION
CORRIDOR
A -5/8" GYPBOARD
PANEL EDGES
6d @ 4" O.C.
NAILING
INTERMEDIATESUPPORT
B
C
D
E
-
-
-
6d @ 7" O.C.
6d @ 4" O.C.
6d @ 4" O.C.
6d @ 4" O.C.
6d @ 4" O.C.
6d @ 7" O.C.
6d @ 4" O.C.
5/8" GYPBOARD
2 FACES
5/8" GYPBOARD
5/8" GYPBOARDF
G
H
I
J
--
-
-
-
-K
-
5/8" GYPBOARD
-
5/8" GYPBOARD
-
-
-
-
-
7/16" PLYWOOD OR
OSB
OSB
-
-
OSB
-
-
-
6d @ 7" O.C.
8d @ 3" O.C.
8d @ 4" O.C.
8d @ 6" O.C.
8d @ 3" O.C.
8d @ 4" O.C.
8d @ 6" O.C.
6d @ 7" O.C.
8d @ 12" O.C.
8d @ 12" O.C.
8d @ 12" O.C.
8d @ 12" O.C.
8d @ 12" O.C.
8d @ 12" O.C.L
- 6d @ 7" O.C. 6d @ 7" O.C.2 FACES
-
M
N
P
8d @ 3" O.C.
8d @ 4" O.C.
8d @ 6" O.C.
8d @ 12" O.C.
8d @ 12" O.C.
8d @ 12" O.C.
- -
-
--
-
-
NOTE: PROVIDE BLOCKING FOR ALL EDGES OF SHEAR WALLS WITH PLYWOOD OR OSB SHEATHING.
EXTERIOR
-
-
-
-
-
-
-
-
-
-
-
-
5/8" GYPBOARD
5/8" GYPBOARD
7/16" PLYWOOD OR
7/16" PLYWOOD OR
OSB
7/16" PLYWOOD OR
OSB
7/16" PLYWOOD OR
OSB
7/16" PLYWOOD OR
OSB
7/16" PLYWOOD OR
OSB
7/16" PLYWOOD OR
OSB
7/16" PLYWOOD OR
UNIT GYP BOARDSHEAR WALL SHEATHING,RE: SCHEDULE
AIR SPACE OSBSHEAR WALL SHEATHINGRE: SCHEDULE
NOTE:
DO NOT ALTERNATE WALL OFAIRSPACE OSB SHEATHING
SEE ARCH.AIR SPACE -
UNIT OSBSHEAR WALL SHEATHING,RE: SCHEDULE
GYPBOARDSHEATHING,RE: ARCH
GYPBOARDSHEATHING,
RE: ARCH
CORRIDOR UNIT
OSB SHEARWALL SHEATHING,RE: SCHEDULE
GYPBOARDSHEATHING,RE: ARCH
GYPBOARDSHEATHING,
RE: SCHEDULE
UNIT UNIT
OSB SHEARWALL SHEATHING,RE: SCHEDULE
GYPBOARDSHEATHING,
RE: SCHEDULE
UNIT EXTERIOR
OSB SHEARWALL SHEATHING,
RE: SCHEDULE
GYPBOARDSHEATHING,
RE: ARCH
RE: ARCH FORFIRE WALL DETAILS
SEE ARCH.AIR SPACE -
"SIMPSON" HOLDDOWN, OR EQUIVALENT,
RE: SCHEDULE
WALL STUDSRE: STUD SCHEDULE
SHEAR WALL CHORDRE: SCHEDULE FORQUAUNTIY OF STUDS
UNIT GYP BOARDSHEAR WALL SHEATHING,
RE: SCHEDULE
NOTE:RE: DETAIL 06 THIS SHEET FOR ADDITIONALINFORMATION NOT SHOWN
WALL STUDSRE: STUD SCHEDULE
SEE ARCH.AIR SPACE -
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
As indicated
5/1
3/2
016 1
1:5
1:3
8 A
M
S604
Shear WallSchedule & Details
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
3/4" = 1'-0"
TYPICAL SHEAR WALLHOLD-DOWN ANCHOR DETAIL
06
3/4" = 1'-0"
TYPICAL SHEAR WALLINTER-FLOOR CONNECTION DETAILFLOOR TRUSSES PERPENDICULAR TO WALL
09 3/4" = 1'-0"
TYPICAL SHEAR WALLINTER-FLOOR CONNECTION DETAILFLOOR TRUSSES PARALLEL TO WALL
08 3/4" = 1'-0"
TYPICAL SHEAR WALLROOF CONNECTION DETAILTRUSSES PERPENDICULAR TO WALL
10 3/4" = 1'-0"
TYPICAL SHEAR WALLROOF CONNECTION DETAILTRUSSES PARALLEL TO WALL
11
1 1/2" = 1'-0"
TYPICAL PARTY WALL (TYPE 1)SHEAR WALL SHEATHING DETAIL
01 1 1/2" = 1'-0"
TYPICAL CORRIDOR (TYPE 2)SHEAR WALL SHEATHING DETAIL
02 1 1/2" = 1'-0"
TYPICAL UNIT (TYPE 3)SHEAR WALL SHEATHING DETAIL
03 1 1/2" = 1'-0"
TYPICAL EXTERIOR (TYPE 4)SHEAR WALL SHEATHING DETAIL
04 1 1/2" = 1'-0"
TYPICAL FIRE WALL (TYPE 5)SHEAR WALL SHEATHING DETAIL
05
1 1/2" = 1'-0"
PARTIAL PLAN - TYPICAL HOLD DOWNAT PARTY WALL SHEAR WALL
07
No. Description Date
SHEAR WALL
SCHEDULEDSHEATHING
SHEAR WALL SHEATHINGBOUNDARY NAILING
RE: SHEAR WALLDETAILS FOR NAILING OF
FLOOR DECK TO SHEARBLOCKING TRUSS
SHEAR BLOCKNAILING, RE:
DETAIL 10
RE: SHEAR WALLDETAILS FOR NAILING OFBOTTOM PLATE TO SHEARBLOCKING TRUSS
2x BOTTOM PLATE
FLOOR DECKING
FLOOR TRUSS
DISCONTINUOUS SHEARBLOCKING TRUSSBETWEEN EVERY FLOORTRUSS SEE S604/10
SCHEDULED SHEATHING
REFER TO SHEARWALLELEVATIONS & SECTIONSFOR SIZES TYP.
2x SHEARWALL
REFER TO SHEARWALLDETAIL FOR TOP PL.
NAILING
2-2x TOP PLATE
SEE ARCH.AIR SPACE-
2x SHEARWALL
SCHEDULESSHEATHING
PLYWOOD DECKNAILING
SHEARWALL SHEATHINGBOUNDRY NAILING
REFER TO SHERWALLDETAIL FOR NAILING IFBOTTOM PLATE TO SHEARTRANSFER TRUSS
2x BOTTOM PLATE
FLOOR DECKING
2-2x TOP PLATE
REFER TOSHEARWALL DETAILS
FOR TOP PLATENAILING
2x SCHEDULEDSHEARWALL
SHEAR TRANSFER TRUSSTO TOP PLATE NAILINGREFER TO SHEARWALL
DETAILS
CONT. SHEARTRANSFER TRUSSSEE S604/11
BOUNDRY NAILING
2-2x TOP PLATE CONT.(WIDTH AS REQ'D.)
FLOOR TRUSS
SEE ARCH.AIR SPACE-
REFER TO SHEARWALLDETAILS FOR NAILING OF
BOTTOM PLATE TO SHEARBLOCKING TRUSS
2x BOTTOM PLATE
PLYWOOD DECK NAILINGTO SHEAR TRUSS
FLOOR DECKING
2x SCHEDULEDSHEARWALL
TYPICAL SHEAR BLOCKNAILING REFER TOS604/10
FLOOR TRUSS
REFER TOSHEARWALL DETAILFOR NAILING
DISCONTINUOUS SHEARBLOCKING TRUSS
BETWEEN EVERY FLOORTRUSS
SEE S604/102x SHEARWALL
SCHEDULEDSHEATHING
2x SHEARWALLRE: PLAN
FLOOR TRUSS
REFER TO SHEARWALLDETAILS FOR NAILING OF
TRANSFER TRUSS TO TOPPLATE
2x SHEARWALL
SCHEDULED SHEATHING
REFER TO SHEARWALLDETAILS FOR NAILING
FLOOR DECKING
CONT. SHEARTRANSFER TRUSSSEE S604/11
REFER TOSHEARWALL DETAILSFOR TOP PLATENAILING
FLOOR TRUSS
2x SHEARWALL
SHEARWALL SHEATHINGBOUNDRY NAILING
PLYWOOD DECK NAILNIG
SHEAR BLOCKING TRUSSBETWEEN EVERY FLOOR
TRUSS
SCHEDULEDPLYWOOD/OSBSHEATHING
SOLE PLATE TO SHEARBLOCKING TRUSS NAILING
2x SOLE PLATE
PLYWOOD/OSB SHEATHINGTHICKNESS & NAILINGMATCH TO SHEARWALLSHEATHING AT THE SAMELEVEL
FLOOR DECKING
TYPICAL SHEAR BLOCKNAILING REFER TO S604/10
2-2x TOP PLATE
2x SHEARWALL
REFER TOSHEARWALL DETAIL
FOR NAILING
SCHEDULEDPLYWOOD/OSB SHEATHING
FLOOR TRUSS
DISCONTINUOUS SHEARBLOCKING TRUSSBETWEEN EVERY FLOORTRUSS SEE S604/10
2x TOP BEARING PLATECONT. (WIDTH AS REQ'D.)
SCHEDULEDGYPBOARDSHEATHING
SEE ARCH.AIR SPACE-
8d NAIL @ 6" O.C.
ROOF DECK
2-2x TOP PLATE
REFER TOSHEARWALL DETAIL
FOR NAILING
2x SCHEDULEDSHEARWALL
DISCONTINUOUS SHEARBLOCKING TRUSSSEE S604/12
BOUNDRY NAILING
8d NAIL @ 6" O.C.
ROOF DECK
2-2x TOP PLATE
REFER TOSHEARWALL DETAIL
FOR TOP PLATENAILING
2x SCHEDULEDSHEARWALL
CONT. SHEAR TRANSFERTRUSS SEE S604/13
BOUNDRY NAILING
8d NAIL @ 6" O.C.
ROOF DECK
ROOFTRUSS
DISCONTINUOUS SHEARBLOCKING TRUSS BETWEEN
EVERY FLOOR TRUSSSEE S604/12
REFER TO SHEARWALL DETAILFOR CLIP ANGLE CONNECTOR
REFRER TO SHEARWALL DETAILFOR NAILING
2x SHEARWALL
SCHEDULED SHEATHING
8d NAIL @ 6" O.C.
ROOF DECK
CONTINUOUS SHEARTRANSFER TRUSSSEE S604/13
REFER TO SHEARWALL DETAILFOR CLIP ANGLE CONNECTOR
REFER TO SHEARWALL DETAILSFOR TOP PLATE NAILING
2x SHEARWALL
SCHEDULED SHEATHING
REFER TO SHEARWALLELEVATIONS FOR NAILNIG
PLYWOOD DECK TO TRUSSNAILING REFER TO SHEARWALL
DETAILS S702, S704, S706 &S708
5-12d NAILS TYP.
TYP. FLOOR TRUSS
PLATE NAILING REFERTO SHEARWALL ELEVATIONS
SCHEDULEDSHEARWALL SHEATHING
2x TENSION CHORD LAMINATED
2x BOTTOM PLATE
FLOOR DECKING
SHEAR BLOCKING TRUSSBETWEEN EVERY FLOOR TRUSS
2x CRIPPLES TO MATCHSHEARWALL CHORDSNAILED W/ 16d @ 6" O.C.
DOULE 2x TOP PLATE
2-12d NAILS (8 NAILS TOTAL)TYPICAL
STRAP TIESBETWEEN FLOORS
NOTE:RE: SHEARWALL ELEVATIONSFOR COIL STRAP SIZES &NAILING
NOTE:FLOOR SHEAR BLOCKSSHALL FURNISH WORKINGLOADS IN SHEAR 1000 LBS.
SHEARWALL
TOP OF PLATE
EL.
03
& 0
5
CU
T L
EN
GT
H
EQ
UA
L18' C
LE
AR
SP
AN
EQ
UA
L
SHEARWALL
2x WALL STUDS
FLOOR DECKING
TRUSS VERTICALMEMBER TO MATCHSIZE & SPACING OFSTRUCTURAL WALL
STUDS ABOVE
REFER TO SHEARWALLELEVATIONS FOR TOP
PLATE NAILING
2x WALL STUDS
REFER TO SHEARWALLELEVATIONS FOR BOTTOMPLATE TO SHEARBLOCKING TRUSS NAILING
PLYWOOD DECK TO TRUSSNAILING REFER TO SHEARWALL DETAILSS603, S604, S605
2x BOTTOM PLATE
DOUBLE 2x TOP PLATE
2x CHORDS AT EACH ENDOF SHEARWALL
REFER TO SHEARWALLELEVATIONS FOR SHEAR TRUSSTO TOP PLATE NAILING
REFER TO SHEARWALLDETAIL FOR STRAP TIESBETWEEN FLOORS
2x CRIPPLES TO MATCHSHEARWALL CHORDSNAILED W/ 16d @ 6" O.C.
CONT. SHEAR TRANSFERTRUSS
TRUSS DESIGNER NOTE:SHEAR TRANSFER TRUSS SHALLFURNISH SHEAR WORKING LOAD450 LBS/FT
SHEARWALL
TRUSS DESIGNER NOTE:ROOF SHEAR BLOCKS SHALLFURNISH WORKING LOADIN SHEAR 500 LBS
TYP. ROOF TRUSS
ATTACH BLOCKINGTRUSS TO ROOF
TRUSS VERTICALW/4-10d TOE NAILS
REFER TO SHEARWALLELEVATIONS FOR
TOP PLATE NAILING
2- (SIMPSON A21 CLIPS) @EA SHEAR BLOCKING TRUSS
FASTEN W/4-10d NAILS
NOTE:RE: SHEARWALL ELEVATIONSFOR COIL STRAP SIZES &NAILING
INSTALL SIMPSON LTS12W/12d NAILS CONNECTTRUSS TO EVERYSHEARWALL CHORD
DOUBLE 2x TOP PLATE
ATTACH BLOCKING TRUSSTO ROOF TRUSS VERTICALW/4-10d NAILS
SHEAR BLOCKING TRUSSBETWEEN EVERY ROOF TRUSS
ROOF DECK8d NAILS @6" O.C.
TOP OF PLATE
SHEARWALL
8d NAILS @ 6" O.C.
ROOF DECKING
REFER TO SHEARWALLELEVATIONS FOR
TOP PLATE NAILING
CONT. SHEARTRANSFER TRUSS
REFER TO SHEARWALLELEVATIONS FOR CONNECTOR
INSTALL SIMPSON LT12W/12d NAILS CONNECTTRUSS TO EVERYSHEARWALL CHORD
2x CHORDS AT EACHEND OF SHEARWALL.RE: SHEARWALL ELEVATIONSFOR SIZE.
TYPICAL FIELDNAILING
TYPICAL BOUNDRYNAILING
TRUSS DESIGNER NOTE:ROOF TRANSFER TRUSSFURNISH SHEAR WORKINGLOAD IN SHEAR 250 LBS/FT
TO
P O
F P
LA
TE
@ R
OO
FSHEARWALL
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
3/4" = 1'-0"
5/1
3/2
016 1
1:5
1:4
2 A
M
S605
Shear Wall Details
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
3/4" = 1'-0"
SHEARWALL & PERPENDICULAR FLOORTRUSS DETAIL ( AT PARTY WALL)
01 3/4" = 1'-0"
SHEARWALL & PARALLEL FLOORTRUSS DETAIL (AT PARTY WALL)
02 3/4" = 1'-0"
SHEARWALL & PERPENDICULAR FLOORTRUSS DETAIL
03 3/4" = 1'-0"
SHEARWALL & PARALLELFLOOR TRUSS DETAIL
04 3/4" = 1'-0"
SHEARWALL W/ PERPENDICULARFLOOR TRUSS DETAIL (W/ PLYWOODOR OSB SHEATHING)
05
3/4" = 1'-0"
SHEARWALL & PERPENDICULAR ROOFTRUSS DETAIL (AT PARTY WALL)
06 3/4" = 1'-0"
SHEARWALL & PARALLEL ROOF TRUSSDETAIL (AT PARTY WALL)
07 3/4" = 1'-0"
SHEARWALL & PERPENDICULAR ROOFTRUSS DETAIL
08 3/4" = 1'-0"
SHEARWALL & PARALLELROOF TRUSS DETAIL
09 3/4" = 1'-0"
DISCONTINUOUS FLOOR SHEARBLOCKING TRUSS DETAIL
10
3/4" = 1'-0"
CONTINUOUS FLOOR SHEARTRANSFER TRUSS DETAIL
11 3/4" = 1'-0"
DISCONTINUOUS ROOF SHEARBLOCKING TRUSS DETAIL
12 3/4" = 1'-0"
CONTINUOUS ROOF SHEAR TRANSFERTRUSS DETAIL (PARALLEL TO FLOORFRAMING)
13
No. Description Date
2x STUD SHEARWALL SHEATHING
2x TENSION CHORDSLAMINATEDREFER TO SHEARWALLELEVATIONS FOR SIZES.
HOLD-DOWN
FINISH SLAB
EXPANSION BOLT FORINTERIOR ONLYSIZE, SPACING REFERTO SHEARWALL DETAIL
SILL BOLT 2x SILL PLATE HOLD DOWN ANCHORBOLT REFER TOSHEARWALL ELEVATION
SHEARWALL
30-12d NAILSTOTAL (TYP)
30-12d NAILSEQ. SPACED (TYP)
ADD'L 2x4 STUDS
SHEARWALL
PROVIDE 2x4 BLOCKING
BOUNDRY NAILINGRE: SCHEDULE
HOLDOWN ANCHORWHERE SHOWN ON
PLAN (ANCHORS TO BESET IN SLAB POUR)
SHEARWALLNAILING (TYP)
12d NAILS @ 6" O.C.2x12 CONT.
EXTERIOR WALL
SHEARWALL WHENSHOWN ON PLAN
SHEARWALLPLYWOOD/OSB SHEATHING@ AIRSPACE
SHEARWALL SHEATHING
1 1/2" MIN. 1 1/2" MIN.
EDGE NAILING (TYP)
HOLDOWN ANCHORWHERE SHOWN ON
PLAN (ANCHOR TO BESET IN WITH SLAB
POUR)
EXTERIOR WALL
SHEARWALL WHENSHOWN ON PLAN
EXTERIOR WALL
NAILING (TYP)
HOLDOWN ANCHORWHERE SHOWN ON
PLAN
SHEARWALL WHENSHOWN ON PLAN
TYPICAL SHEARWALL NAILINGRE: SHEARWALL DETAILS
16d NAILS @ 8" O.C.@ 2x4-2x6 TRANSITION(TYP)
NOTES:
1. FIELD NAILING @ 12" O.C. TYPICAL
2. SEE SHEARWALL DETAIL FOR BOUNDRYAND EDGE NAILING INFORMATION
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
3/4" = 1'-0"
5/1
3/2
016 1
1:5
1:4
4 A
M
S606
Shear Wall Details
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
3/4" = 1'-0"
SHEARWALL HOLD-DOWN AND ANCHORS DETAIL1
3/4" = 1'-0"
TYPICAL SHEARWALL & WALLINTERSECTION DETAIL
2 3/4" = 1'-0"
INTERSECTING SHEARWALL3
3/4" = 1'-0"
INTERSECTING SHEARWALL4
3/4" = 1'-0"
CORNER SHEARWALL HOLD DOWN DETAIL5
3/4" = 1'-0"
2x4 - 2x6 SHEARWALL TRANSITION DETAIL6
No. Description Date
SECTION Ah
REINFSEE TABLE
8" MASONRY
DOOROPENING
HORIZONTAL REINFORCEMENTSEE LINTEL SCHEDULE
2'-0"
OR 40 BAR DIA
WINDOWOPENING
CONTINUOUS HORIZONTALREINF AT TOP OF WALL(2- #5 MIN. IN 8" MIN. BOND BEAM)
VERTICAL REINF. IN FULLYGROUTED CELLS
SEE MASONRY COLUMNSCHEDULE
SEE OTHER DETAILS FORTYP WALL REINF.
VERTICAL REINFIN EACH CELLSEE MASONRYCOLUMN SCHED
B
HORIZONTAL REINFORCEMENTBELOW WINDOWSEE LINTEL SCHEDULE
SEE NOTE #1(TYP. BOTH SIDES)
NOTES:
1. USE SEALANT BOTH SIDES FULL HEIGHT OF WALL.
2. MAXIMUM CONTROL JOINT SPACING IS 20'-0" O.C.
3. WHERE POSSIBLE, POSITION MASONRY WALL CONTROL JOINT TO COINCIDE
WITH SLAB-ON-GRADE CONTROL/CONSTRUCTION JOINTS.
4. SUBMIT A MASONRY CONTROL JOINT PLAN TO ARCHITECT FOR REVIEW AND
APPROVAL.
5. IN LIEU OF HARD RUBBER PREMOLDED CONTROL JOINT, INSERT AND SPECIAL
SASH BLOCKS. A CONTROL JOINT INSERT SHEAR BAR
(12" LONG x 1" WIDE x 1/4" THICK) MAY BE GROUTED INTO THE WALL
AT THE CONTROL JOINT AT 16" O.C.
HARD RUBBER PREMOLDEDCONTROL JOINT INSERT (TYP.)
SASHBLOCK
ALTERNATECOURSES
NOTES:
1. CLEAR COVER ASSUMED TO BE 2 1/2" FOR BAR SIZES OF #6 AND LESS.
2. CLEAR COVER ASSUMED TO BE 3" FOR #7 BARS AND 4" FOR #8 AND #9 BARS.
WHERE CLEAR COVER OR CLEAR SPACING FOR MASONRY REINF. IS LESS, INCREASE SPLICE
LENGTHS SHOWN BY MULTIPLYING LENGTHS BY MAX. RATIO OF ASSUMED CLEAR COVER
TO ACTUAL CLEAR COVER.
3. LAP LENGTHS LISTED ABOVE APPLY UNDER THE FOLLOWING CONDITIONS:
A. REINFORCING BARS ARE GRADE 60 (Fy = 60,000 PSI)
B. MASONRY STRENGTH IS AT LEAST 1,500 PSI
C. WALL BARS ARE SPACED AT LEAST 5 BAR DIA. O.C.
4. WHERE A LARGER BAR LAPS A SMALLER BAR, THE SMALLER SCHEDULED LAP LENGTH
APPIES.
5. SEE CONCRETE TYPICAL DETAILS FOR DOWELS AND HOOK LENGTHS.
ADD #4VERTICALCORNER BAR
ADD 2 VERTICAL REBAR TOMATCH VERT. REINFORCEMENT
LAP PER SCHED.
TYPICAL
TYPICAL
SPACING
1 / 2 T
YP
.
SP
AC
ING
JAMB BARSEE DETAIL
VERT. STD. HOOK @ ENDOF WALL & OPENINGS, TYP.
1/2 TYP.
SPACING
023/4"=1'-0"
MASONRY BEAM SCHEDULE
04N.T.S.
TYPICAL OPENING IN MASONRY WALL
SECTION A
03N.T.S.
TYPICAL MASONRY WALL CONTROL JT DETAIL
05N.T.S.
MASONRY REINF. LAP SPLICE SCHEDULE
INTERSECTIONS CORNERS & JAMBS
013/4"=1'-0"
TYPICAL PLAN AT BOND BEAM MASONRY WALL REINF.
6", 8", OR 10" MASONRY
hMAX SPAN
13'-0"
11'-0"
4'-0" 16"
48"
48"
MASONRY BEAM SCHED.
REINF
2- #5
2- #6 T & B
2- #6 T & B
OPENING
BMAX SPAN
13'-0"
11'-0"
4'-0" 16"
40"
40"
MASONRY COLUMN SCHED.
2- #4
REINF(EA CELL)
2- #5
2- #5
f'm = 1500 PSI MASONRY
REINF. SPLICE LENGTHSCHEDULE
1'-4"
MASONRYBAR SIZE
#3
1'-9"#4
2'-8"#5
4'-6"#6
5'-3"#7
6'-0"#8
6'-9"#9
2
2
2
Scale
Date
Drawn By
Checked By
Project Number
Structural EngineerViewtech Inc4205 Beltway DriveAddison, Texas 75001972.661.8187
MEP EngineerMEP Delta Design, LLC5453 Burnet RoadSuite 202Austin, Texas 78756
Civil EngineerLongaro and Clarke3839 Bee Caves Rd #150Austin, TX 78746
Landscape ArchitectColeman and Associates9890 Silver Mountain DriveAustin, Texas 78737512.476.2090
Interior DesignerLaura Britt Design911 West 29th StreetAustin, Texas 78751
5453 Burnet Road, Suite 202 Austin, Texas 78756 512.852.4310
a multifamily project for
01 PERMIT SET 11.23.2015
REVISIONS
ISSUANCES
2015 Copyright The Davies Collaborative. All Rights Reserved
Voice Data, Audiovisual, SecurityDataCom Design Group3500 Jefferson StSuite 300Austin, Texas 78731
Viewtech, Inc.3205 Beltway Drive Addison, TX 75001
940.661.8187 www.vtinc.net
02 12.15.2015GMP
03 05.13.2016FOR CONSTRUCTION
3/4" = 1'-0"
5/1
3/2
016 1
1:5
1:4
5 A
M
S701
Typical MasonryDetails
Keesee Tract
VL
CCW
05.13.2016
2015.172
10801 S. IH35Austin, TX 78748
No. Description Date