TROWER RESIDENCE PERMIT SET ALTERATION PERMIT SET

c 2020 1Architecture, LLC

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

ARCHITECT:C

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TROWER RESIDENCEALTERATION PERMIT SET 08.21.20

PERMIT SET

1716 W CAMERON STTULSA, OK 74127

SHEET TITLE:

ISSUE:

DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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SITE PLAN

2005-014

A100

ALTERATION PERMIT SET

08.21.20

PERMIT SET

GS

ML

1716 W CAMERON ST

TULSA, OK 74127

TROWER RESIDENCE

SITE PLAN1

1

1

SITE PLAN NOTES:

• EXISTING FOOTPRINT OF BUILDING NOT INCREASING.

• ALL NEW WORK TO FALL WITHIN THE EXISTING BUILDING FOOTPRINT

AND THE EXISTING BUILDING HEIGHT.

NO. REVISION DATE

1 REVISION 01 11.19.20

ALL EXISTING WALLS, CEILINGS, AND

FLOORING ON FIRST FLOOR TO

REMAIN. EXISTING OPENINGS NOT

SHOWN

EXISTING BASEMENT STAIRS BELOW

NEW STAIR FROM FIRST FLOOR TO SECOND

FLOOR. FOOTPRINT TO MATCH EXISTING

BASEMENT STAIR. RE: STAIR NOTES

NEW CASED OPENING. RE: DEMO NOTES

EQ

3'

- 0

"

17

' -

1"

A200

4

A2003

A200

2

A200 1

28

' -

11

"

38' - 3" 12' - 1"

50' - 4"

SITE PLAN MAP:

NORTH

GENERAL NOTES:

1. SCALE. DO NOT SCALE DRAWINGS.

2. CODES. CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIAL, AND

LABOR NECESSARY TO SATISFY A COMPLETE AND WORKING SYSTEM WHETHER

SPECIFIED OR IMPLIED. ALL WORK SHALL COMPLY WITH ALL APPLICABLE

NATIONAL, STATE AND LOCAL BUILDING CODES. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO INSURE COMPLIANCE WITH SAID CODES.

3. DIMENSIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION.

4. INSTALLATION. ALL MATERIALS, SUPPLIES AND EQUIPMENT SHALL BE

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PER APPLICABLE

CODES AND REQUIREMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OR

CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES IN CONNECTION WITH

THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-

CONTRACTOR, OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR

FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

5. MATERIAL STORAGE. MATERIALS STORED ON SITE SHALL BE PROTECTED

FROM DAMAGE BY MOISTURE, WIND, SUN, ABUSE, THEFT OR ANY OTHER

HARMFUL AFFECTS.

6. SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS

OR SAFETY PROGRAMS USED TO PROVIDE A SAFE WORKING ENVIRONMENT

ON THE JOB SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL STRUCTURAL

SHORING AND BRACING DURING ALL PHASES OF CONSTRUCTION.

7. PERMITS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS AND APPROVALS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSPECTIONS. NO

CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS

RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS

APPROVED BY ALL THE PERMITTING AUTHORITIES. PRIOR TO CONSTRUCTION,

CONTRACTOR TO VERIFY SERVICE WITH ALL UTILITY AGENCIES AND SCHEDULE

ON-SITE INSPECTIONS TO LOCATE ALL UTILITIES.

8. CONTRACT DOCUMENTS. THESE CONTRACT DOCUMENTS ARE THE

PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED WITHOUT HIS OR HER

WRITTEN CONSENT. THESE CONTRACT DOCUMENTS ARE FOR USE SOLELY WITH

RESPECT TO THIS PROJECT. THE OWNER SHALL NOT REUSE OR PERMIT THE

REUSE OF THESE CONTRACT DOCUMENTS EXCEPT BY MUTUAL AGREEMENT IN

WRITING.

MECHANICAL/ELECTRICAL/PLUMBING NOTES:

1. DESIGN/BUILD. MEP SYSTEMS ARE TO BE PROVIDED AS DESIGN-BUILD

COORDINATING DIRECTLY WITH OWNER. MEP CONTRACTOR'S TO PROVIDE

ANY REQUIRED SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER

PRIOR TO START OF WORK. ANY LOCATIONS FOR THE ELEMENTS WITHIN THIS

DRAWING SET ARE SCHEMATIC AND APPROXIMATE IN NATURE, VERIFY FINAL

LOCATIONS WITH OWNER.


LABOR NECESSARY TO SATISFY A COMPLETE AND WORKING SYSTEM WEATHER

SPECIFIED OR IMPLIED. ALL WORK SHALL BE PERFORMED IN ACCORDANCE

WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES GOVERNING

WORK OF THIS NATURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

INSURE COMPLIANCE WITH SAID CODES.

PROJECT NOTES:

1. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY

ESCAPE AND RESCUE OPENING, PER IRC SECTION R310.1.1-4.

2. SMOKE ALARMS SHALL BE PROVIDED IN SLEEPING ROOMS AND OUTSIDE

EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, PER

IRC SECTION R313.

3. UNLESS NOTED OTHERWISE, STAIR RISE TO BE 7" AND STAIR RUN TO BE 11".

4. UNDER-FLOOR SPACE SHALL HAVE VENTILATION OPENINGS, 1SF FOR EACH

150SF OF UNDER-FLOOR SPACE AREA, PER IRC SECTION R408.

DEMO NOTES:

• REMOVE EXISTING WOOD FRAMED GYPSUM WALLS TO ALLOW FOR NEW

FRAMING AND DOORS.


STAIRS AND FRAMING.

STAIR NOTES:

• MAX RISE - 7 3/4"

• MIN RUN - 10"

• MIN HEAD CLEARANCE - 6'-8"

• UNDER STAIR PROTECTION - ENCLOSE ACCESSIBLE CLOSET SPACE W/ 1/2"

GYPSUM BOARD.

• HANDRAILS ON BOTH SIDES OF STAIR, TOP OF RAIL MUST BE 34-38" ABOVE

THE STAIR NOSING. HANDRAIL GRIPS MUST BE 1 1/4" MIN - 2 5/8" MAX IN

OUTSIDE DIAMETER AND MUST BE CONTINUOUS FROM A POINT DIRECTLY

ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF

THE FLIGHT. ENDS SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.

HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN

1 1/2" BETWEEN THE WALL AND THE HANDRAIL.

• GUARDS - OPENING LIMITATIONS - REQUIRED GUARDS ON OPEN SIDES OF

STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE

INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW

PASSAGE OF A 4" SPHERE.

WINDOW NOTES:

• FINAL WINDOW SIZES TO BE DETERMINED BY OWNER AND APPLICABLE

CODE REQUIREMENTS. CONTRACTOR TO VERIFY THAT WINDOW ALLOWS

FOR EMERGENCY ESCAPE - MIN. REQUIRED OPENING AREA OF 5.7 SF 24"

MIN HEIGHT AND 20" MIN WIDTH. RE: PROJECT NOTES.

PLAN NOTES:


• ALL NEW WORK TO FALL WITHIN THE EXISTING BUILDING FOOTPRINT AND THE

EXISTING BUILDING HEIGHT.

SHEET TITLE:

ISSUE:

DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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DEMO FIRST FLOOR

PLAN & REFERENCE

ELEVATION

2005-014

A101


08.21.20

PERMIT SET

GS

ML

1716 W CAMERON ST

TULSA, OK 74127

TROWER RESIDENCE

TRUENORTH

PROJECTNORTH

3/8" = 1'-0"

DEMO PLAN - EXISTING FIRST FLOOR1

NO. REVISION DATE

311 SF

SITTING ROOM

303 SF

BEDROOM

148 SF

BATH

21 SF

TOILET

BALCONY

COFFEE BAR/TV STATION

NEW WINDOW.RE: WINDOW & PROJECT NOTES

SHELV

ES

HIGH MIDDLE WINDOW. RE: WINDOW & PROJECT NOTES

EXISTING ROOF BELOWTO REMAIN

LOW ROOF

LOW ROOF

MATCHES WIDTHOF BASEMENT STAIRS

OPTIONAL USE

EXISTING PLUMBING(APPROX.)

CHASE

108 SF

CUBBY

118 SF

CLOSET

4' - 6 1/2" 6' - 0" 17' - 2"

15' - 9" 6' - 11" 9' - 11"

7' - 10 1/2" 11' - 2 1/2" 11' - 2"

4' - 6 1/2"

11

' -

1"

17

' -

0"

13' - 4" 3' - 6"6'

- 6

"

CANTILEVERED BALCONY AND GUARD RAIL (MIN 42")RE: STRUCTURAL AND STAIR NOTES

ABOVE TO REMAIN

EXTENT OF EXISTING ROOF & RIDGE BEAM

EXTENT OF EXISTING RIDGE BEAM ABOVE TO BE REMOVED AND REPLACED. NEW RIDGE HEIGHT TO MATCH EXISTING ADJACENT. RE: STRUCTURAL

EXTENT OF EXISTING ROOF ABOVE TO BE REMOVED AND REPLACED WITH NEW SLOPE.

NEW DOOR3'-0" X 6'-8", TYP



A200

4

A2003

A200

2

A200 1

NEW WINDOW, TYP RE: WINDOW & PROJECT NOTES

6"

6"

6" 6"

1'

- 0

"

1' - 0"

WALKLINE SHOWN DASHED

10

3/8

"

PROVIDE REQUIRED CARBON MONOXIDE ALARM IN ACCORDANCE WITH R315

10 3/8" 10 3/8"

10

3/8

"

SITE PLAN MAP:

NORTH

GENERAL NOTES:

1. SCALE. DO NOT SCALE DRAWINGS.


LABOR NECESSARY TO SATISFY A COMPLETE AND WORKING SYSTEM WHETHER

SPECIFIED OR IMPLIED. ALL WORK SHALL COMPLY WITH ALL APPLICABLE

NATIONAL, STATE AND LOCAL BUILDING CODES. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO INSURE COMPLIANCE WITH SAID CODES.

3. DIMENSIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION.

4. INSTALLATION. ALL MATERIALS, SUPPLIES AND EQUIPMENT SHALL BE

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PER APPLICABLE

CODES AND REQUIREMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OR

CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES IN CONNECTION WITH

THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-

CONTRACTOR, OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR

FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

5. MATERIAL STORAGE. MATERIALS STORED ON SITE SHALL BE PROTECTED

FROM DAMAGE BY MOISTURE, WIND, SUN, ABUSE, THEFT OR ANY OTHER

HARMFUL AFFECTS.

6. SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS

OR SAFETY PROGRAMS USED TO PROVIDE A SAFE WORKING ENVIRONMENT

ON THE JOB SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL STRUCTURAL

SHORING AND BRACING DURING ALL PHASES OF CONSTRUCTION.

7. PERMITS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS AND APPROVALS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSPECTIONS. NO

CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS

RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS

APPROVED BY ALL THE PERMITTING AUTHORITIES. PRIOR TO CONSTRUCTION,

CONTRACTOR TO VERIFY SERVICE WITH ALL UTILITY AGENCIES AND SCHEDULE

ON-SITE INSPECTIONS TO LOCATE ALL UTILITIES.

8. CONTRACT DOCUMENTS. THESE CONTRACT DOCUMENTS ARE THE

PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED WITHOUT HIS OR HER

WRITTEN CONSENT. THESE CONTRACT DOCUMENTS ARE FOR USE SOLELY WITH

RESPECT TO THIS PROJECT. THE OWNER SHALL NOT REUSE OR PERMIT THE

REUSE OF THESE CONTRACT DOCUMENTS EXCEPT BY MUTUAL AGREEMENT IN

WRITING.

MECHANICAL/ELECTRICAL/PLUMBING NOTES:

1. DESIGN/BUILD. MEP SYSTEMS ARE TO BE PROVIDED AS DESIGN-BUILD

COORDINATING DIRECTLY WITH OWNER. MEP CONTRACTOR'S TO PROVIDE

ANY REQUIRED SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER

PRIOR TO START OF WORK. ANY LOCATIONS FOR THE ELEMENTS WITHIN THIS

DRAWING SET ARE SCHEMATIC AND APPROXIMATE IN NATURE, VERIFY FINAL

LOCATIONS WITH OWNER.


LABOR NECESSARY TO SATISFY A COMPLETE AND WORKING SYSTEM WEATHER

SPECIFIED OR IMPLIED. ALL WORK SHALL BE PERFORMED IN ACCORDANCE

WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES GOVERNING

WORK OF THIS NATURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

INSURE COMPLIANCE WITH SAID CODES.

PROJECT NOTES:

1. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY

ESCAPE AND RESCUE OPENING, PER IRC SECTION R310.1.1-4.

2. SMOKE ALARMS SHALL BE PROVIDED IN SLEEPING ROOMS AND OUTSIDE

EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, PER

IRC SECTION R313.

3. UNLESS NOTED OTHERWISE, STAIR RISE TO BE 7" AND STAIR RUN TO BE 11".

4. UNDER-FLOOR SPACE SHALL HAVE VENTILATION OPENINGS, 1SF FOR EACH

150SF OF UNDER-FLOOR SPACE AREA, PER IRC SECTION R408.

DEMO NOTES:


FRAMING AND DOORS.


STAIRS AND FRAMING.

STAIR NOTES:

• MAX RISE - 7 3/4"

• MIN RUN - 10"

• MIN HEAD CLEARANCE - 6'-8"

• UNDER STAIR PROTECTION - ENCLOSE ACCESSIBLE CLOSET SPACE W/ 1/2"

GYPSUM BOARD.

• HANDRAILS ON BOTH SIDES OF STAIR, TOP OF RAIL MUST BE 34-38" ABOVE

THE STAIR NOSING. HANDRAIL GRIPS MUST BE 1 1/4" MIN - 2 5/8" MAX IN

OUTSIDE DIAMETER AND MUST BE CONTINUOUS FROM A POINT DIRECTLY

ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF

THE FLIGHT. ENDS SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.

HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN

1 1/2" BETWEEN THE WALL AND THE HANDRAIL.

• GUARDS - OPENING LIMITATIONS - REQUIRED GUARDS ON OPEN SIDES OF

STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE

INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW

PASSAGE OF A 4" SPHERE.

WINDOW NOTES:

• FINAL WINDOW SIZES TO BE DETERMINED BY OWNER AND APPLICABLE

CODE REQUIREMENTS. CONTRACTOR TO VERIFY THAT WINDOW ALLOWS

FOR EMERGENCY ESCAPE - MIN. REQUIRED OPENING AREA OF 5.7 SF 24"

MIN HEIGHT AND 20" MIN WIDTH. RE: PROJECT NOTES.

PLAN NOTES:


• ALL NEW WORK TO FALL WITHIN THE EXISTING BUILDING FOOTPRINT AND THE

EXISTING BUILDING HEIGHT.

SHEET TITLE:

ISSUE:

DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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SECOND FLOOR PLAN

2005-014

A102


08.21.20

PERMIT SET

GS

ML

1716 W CAMERON ST

TULSA, OK 74127

TROWER RESIDENCE

3/8" = 1'-0"

SECOND FLOOR PLAN1 TRUENORTH

PROJECTNORTH

1

1

1

1

NO. REVISION DATE

1 REVISION 01 11.19.20

NEW ROOF. RIDGE HEIGHT TO

MATCH EXISTING ADJACENT.

RE: STRUCTURAL

NEW CANTILEVERED BALCONY

AND GUARD RAIL (MIN 42")

RE: STRUCTURAL AND STAIR NOTES

NEW EXTERIOR WALL AND SIDING.

MATCH EXISTING ADJACENT

NEW WINDOW, TYP.

RE: WINDOW & PROJECT NOTES EXISTING ROOF AND RIDGE HEIGHT



RE: STRUCTURAL





RE: STRUCTURAL






NEW WINDOW, TYP.

RE: WINDOW & PROJECT NOTES



RE: STRUCTURAL






NEW WINDOW, TYP.

RE: WINDOW & PROJECT NOTES

SITE PLAN MAP:

NORTH

SHEET TITLE:

ISSUE:

DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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EXTERIOR ELEVATIONS

2005-014

A200


08.21.20

PERMIT SET

GS

ML

1716 W CAMERON ST

TULSA, OK 74127

TROWER RESIDENCE

1/4" = 1'-0"

WEST ELEVATION2 1/4" = 1'-0"

NORTH ELEVATION1

1/4" = 1'-0"

EAST ELEVATION4 1/4" = 1'-0"

SOUTH ELEVATION3

NO. REVISION DATE

DIVISION 2 - WOOD FRAMING

1. ALL WOOD PLATES BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER.2. ALL METAL CONNECTORS SHALL MEET THE FOLLOWING:

A. CLIPS AND FASTENERS SHALL BE CORROSION RESISTANT.B. RATED TO PROVIDE LOAD RESISTANCE EQUAL TO CLIP SHOWN ON THE PLANS.C. APPROVED BY I.C.C. AND OTHER REQUIRED LOCAL CODE AGENCIES.D. INSTALLED AS RECOMMENDED BY THEIR MANUFACTURER.

3. ALL WOOD TRUSSES OR JOIST AND RAFTERS SHALL BE FASTENED TO TOP PLATE WITH ONE (1) SIMPSON H3 AND ONE (1) SIMPSON A34 METAL CLIP OR APPROVED EQUAL, UNO.

4. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR FASTENING OF HANGERS IN ORDER TO ACHIEVE THE REQUIRED ALLOWABLE LOADS SHOWN ON THE PLANS. WHERE REQUIRED ALLOWABLE LOADS ARE NOT SHOWN, USE THE MAXIMUM RATED STRENGTH OF THE HANGER.

5. WHEN CONNECTORS ARE NOT SHOWN, TABLE 2304.10.1 FASTENING SCHEDULE OF THE INTERNATIONAL BUILDING CODE SHALL APPLY.6. WHEN HEADERS ARE NOT SHOWN, TABLE 2308.4.1 HEADER DESIGN CHART OF THE INTERNATIONAL BUILDING CODE SHALL APPLY.7. PROVIDE SUPPLEMENTAL STRUCTURAL FRAMING AND BLOCKING AS REQUIRED TO ACHIEVE SOLID AND SOUND STRUCTURAL AND NON-STRUCTURAL

ELEMENTS USING ACCEPTED FRAMING PRACTICES.8. MINIMUM WOOD FRAMING MATERIAL SPECIFICATIONS ARE AS FOLLOWS:

A. FRAMING 2-4 INCHES THICK, 2 INCHES AND WIDER, DOUGLAS FIR SOUTH #21. Fb = 850 PSI (SINGLE MEMBER USE)2. Ft = 525 PSI3. Fc = 1350 PSI (PARALLEL TO GRAIN)4. Fc = 520 PSI (PERPENDICULAR TO GRAIN)5. Fv = 180 PSI6. E = 1,200,000 PSI

DIVISION 3 - WOOD ROOF SHEATHING

1. ALL ROOF SHEATHING SHALL BE PLACED IN SUCH A MANNER TO STAGGER ALL END JOINTS OF PANELS AND WITH LONG DIRECTION PERPENDICULARTO SUPPORTS. ALUMINUM PANEL CLIPS SHALL BE PLACED AT MID-SPAN OF PANELS BETWEEN EACH TRUSS AS DECKING IS BEING LAID. INSTALLER SHALL LEAVE 1/8" SPACE AT ALL PANEL EDGES AND END JOINTS, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER.

2. FASTENING REQUIREMENTS FOR DECKING TO SUPPORTS SHALL BE IN COMPLIANCE WITH THE AMERICAN PLYWOOD ASSOCIATION'S (APA) RECOMMENDED MINIMUM FASTENING SCHEDULE FOR APA PANEL ROOF (OR WALL) SHEATHING AS STATED HEREIN. SEE ROOF FRAMING PLAN (S-201) FOR ROOF SHEATHING FASTENING REQUIREMENTS. CLIPS AND FASTENERS SHALL BE CORROSION RESISTANT.

3. COVER SHEATHING AS SOON AS POSSIBLE WITH ROOFING FELT FOR PROTECTION AGAINST EXCESSIVE MOISTURE PRIOR TO ROOFING APPLICATION.PROTECTION MATERIAL MUST BE APPROVED BY I.C.C. AND FOLLOW OTHER REQUIRED LOCAL CODE AGENCIES.

4. UNLESS NOTED OTHERWISE, PLYWOOD STRUCTURAL PANELS NOTED ON THE DRAWINGS SHALL CONFORM TO U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS, PS 1, STRUCTURAL PLYWOOD (DOC PS 1), OR PS 2, PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS (DOC PS 2), AND TO BE IDENTIFIED BY THE MARK OF AN APPROVED TESTING AND GRADING AGENCY.

DESIGN PARAMETERS

1. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE

2. DEAD LOADS:A. ROOF-------------------------------------------------------------------------------------------------- 15 PSFB. FLOOR-------------------------------------------------------------------------------------------------- 15 PSF

3. LIVE LOADS:A. ROOF-------------------------------------------------------------------------------------------------- 20 PSF (UNIFORM)B. FLOOR-------------------------------------------------------------------------------------------------- 40 PSF (UNIFORM)

4. SNOW LOADS:A. GROUND SNOW LOAD, Pg---------------------------------------------------------------------- 10 PSF

5. WIND LOADS:A. BASIC WIND SPEED (3 SECOND GUST)---------------------------------------------------- 115 MPHB. RISK CATEGORY----------------------------------------------------------------------------------- IIC. EXPOSURE CLASSIFICATION------------------------------------------------------------------ BD. INTERNAL PRESSURE COEFFICIENT------------------------------------------------------- ± 0.18E. BASIC WIND PRESSURE (qh,UNFACTORED)--------------------------------------------- 17.4 PSFF. DESIGN WIND PRESSURE ON EXTERIOR WALLS (C&C LOAD BASED ON 100 SQ.FT AREA)

• END ZONES, (a=3'-0")------------------------------------------------------------------------22.2 PSF• INTERIOR ZONES--------------------------------------------------------------------------- 24.7 PSF

G. DESIGN UPLIFT PRESSURE ON ROOFS (C&C LOAD BASED ON 100 SQ.FT AREA)• CORNER ZONES, (a=3'-0")------------------------------------------------------------------44.0 PSF• EDGE ZONES, (a=3'-0")----------------------------------------------------------------------27.8 PSF• INTERIOR ZONES---------------------------------------------------------------------------- 19.8 PSF

6. SEISMIC LOADS:A. SPECTRAL RESPONSE ACCELERATION; (SHORT PERIOD), Ss---------------------0.131B. SPECTRAL RESPONSE ACCELERATION; (1-SEC. PERIOD), S1---------------------0.068C. SPECTRAL RESPONSE COEFFICIENT; (SHORT PERIOD), Sds----------------------0.139D. SPECTRAL RESPONSE COEFFICIENT; (1-SEC. PERIOD), Sd1---------------------- 0.110E. SITE CLASS------------------------------------------------------------------------------------------- DF. IMPORTANCE FACTOR, I ------------------------------------------------------------------------ 1.0G. SEISMIC DESIGN CATEGORY ----------------------------------------------------------------- BH. BASIC STRUCTURAL SYSTEM AND SEISMIC RESISTING SYSTEM-------------- LIGHT FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL

PANELS RATED FOR SEISMIC RESISTANCE. I. RESPONSE MODIFICATION FACTOR, R -------------------------------------------------- 6.5J. SYSTEM OVER-STRENGTH FACTOR, W -------------------------------------------------- 3K. DEFLECTION AMPLIFICATION FACTOR, Cd --------------------------------------------- 4L. ANALYSIS PROCEDURE --------------------------------------------------------------------------EQUIVALENT LATERAL FORCE

GENERAL

1. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACTDOCUMENTS INTO THE SHOP DRAWINGS AND FIELD WORK.

2. WHERE CONFLICT EXISTS AMONG VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN.

3. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, THE FOLLOWING RULES SHALL APPLY:A. COLUMNS ARE CENTERED ON GRID LINES.B. FOOTINGS ARE CENTERED BENEATH COLUMNS.C. CONTINUOUS FOOTINGS ARE CENTERED BENEATH WALLS.D. FRAMING MEMBERS ARE EITHER LOCATED ON GRID LINES OR ARE EQUALLY SPACED BETWEEN LOCATED MEMBERS.

4. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL ANDLATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE LATERAL LOAD RESISTING OR STABILITY-PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER.

5. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHIN THESE STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE FINAL STRUCTURE ONCE COMPLETED AND OCCUPIED. THE CONTRACTOR SHALL NOT OVERLOAD THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY APPLIED CONSTRUCTION LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLES OR EQUIPMENT, MATERIAL HANDLING OR STORAGE, SHORING AND RESHORING, OR ANY OTHER PROPOSED CONSTRUCTION LOADS THAT ARE IN EXCESS OF THE STATED DESIGN LOADS. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE TO DESIGN OR CHECK THE STRUCTURE FOR LOADS APPLIED TO THE STRUCTURE FOR ANY CONSTRUCTION ACTIVITY.

6. WEIGHTS OF MECHANICAL EQUIPMENT SHOWN ON THE STRUCTURAL PLANS ARE FOR UNITS SPECIFIED BY THE MECHANICAL ENGINEER. CONTRACTOR SHALL VERIFY THE WEIGHTS. ANY SUBSTITUTIONS THAT RESULT IN INCREASED WEIGHT SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

7. THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. OPENINGS AND PENETRATIONS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD.

8. PRIOR TO FABRICATION AND/OR ERECTION OF ANY MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT IMMEDIATELY UPON DISCOVERY.

9. BACKFILL BOTH SIDES OF ALL FOUNDATION AND RETAINING WALLS EQUALLY UNTIL LOW SIDE IS UP TO FINISH GRADE. DO NOT BACKFILL ANY WALLS UNTIL CONCRETE HAS REACHED ITS SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

10. CONNECTIONS OF SYSTEMS DESIGNED BY THE CONTRACTOR’S ENGINEER SUCH AS, BUT NOT LIMITED TO, CLADDING, STAIRS, ELEVATORS AND MEP LOADS ARE ASSUMED TO IMPOSE VERTICAL AND/OR HORIZONTAL LOADS ON THE BASE BUILDING STRUCTURAL MEMBERS WITHOUT GENERATING TORSION IN THE SUPPORTING STRUCTURAL MEMBERS. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL SUPPLEMENTARY BRACING MEMBERS AS REQUIRED TO PREVENT TORSION ON THE BASE BUILDING STRUCTURE.

11. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURALCONTRACT DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED:

A. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE REQUEST.B. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL CODE COUNCIL (ICC) AND THE ICC REPORT IS SUBMITTED WITH

THE REQUEST.12. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

13. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF 360 ENGINEERING GROUP, PLLC. IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND DETERMINING, IN GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN FULLY COMPLETED, WILL BE IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS AN EXHAUSTIVE OR CONTINUOUS CHECK OF THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.

Certificate of Authorization:

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ISSUE:

DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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GENERAL NOTES

20289

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2x12

AT

16"

OC

BA

LCO

NY

6' - 0" 4' - 0"

(2)- 2x12 (2)- 2x12

(2)- 2x12 (2)- 2x12

(2)

-2x1

2

2x12 AT 16" OC

2x12 AT 16" OC

2x12 AT 16" OC

(2)-2x12

6

S501

6

S501

5

S501

S501

7

(2)-

2x12

-C

EN

TE

R U

ND

ER

ST

UD

GA

NG

(2)-

2x12

-C

EN

TE

R U

ND

ER

ST

UD

GA

NG

2x12 AT 16" OC 2x12 AT 16" OC

(2)-

2x12

-C

EN

TE

R U

ND

ER

ST

UD

GA

NG

(4)-

2x12

-C

EN

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R U

ND

ER

ST

UD

GA

NG

2x12 AT 16" OC

2x12 AT 16" OC


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DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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FLOOR FRAMING PLAN

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FLOOR FRAMING PLAN NOTES

1. SEE SHEET S001 FOR GENERAL NOTES.

2. SEE ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN.

3. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATION OF PENETRATIONS NOT INDICATED ON STRUCTURAL DRAWINGS.

4. ALL FLOOR FRAMING MEMBERS TO BEAR ON TOP OF EXISTING COLUMNS/WALLS TYP, UNO.

5. ALL FLOOR SHEATHING SHALL BE TONGUE AND GROOVE APA RATED EXPOSURE 1 SHEATHING WITH A MINIMUM THICKNESS OF 23/32", DOC PS-1 OR PS-2, WITH ASPAN RATING OF AT LEAST 48/24 GLUED AND SCREWED WITH #10 WOOD SCREWS AT 6" OC AT PANEL EDGES AND AT 12" OC AT INTERM

7. NEW STUD WALLS SHOWN TO BE 2X6 EXTERIOR AND 2X4 INTERIOR AT 16" OC DOUGLAS FIR SOUTH NO. 2, UNO. SEE ARCH FOR STUD WALL LOCATIONS.

3/8" = 1'-0"1FLOOR FRAMING PLAN

NO. REVISION DATE

INDICATES STUD GANG LOCATION WITH NUMBER OF STUDSREQUIRED. PROVIDE 2 STUDS MINIMUM UNLESS NOTEDOTHERWISE. STUD GANG SHALL BE CONTINUOUS THROUGHDEPTH OF FLOOR USING MATCHING BLOCKING FROM HIGHESTBEAM ELEVATION TO FOUNDATION

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4' - 7 1/2" 6' - 0" 17' - 2" 4' - 0"

11

' - 4

"

10

' - 8

"

17

' - 5

"

15' - 11" 6' - 11" 9' - 11"

7' - 11 1/2" 11' - 3 1/2" 11' - 2"

4' - 7 1/2"

11

' - 1

"1

7' -

0"

13' - 4" 3' - 6"6' -

6"

CL CLCL CLCL

2x10 AT 16" O.C

2x10 AT 16" OC

5

S501

EXTENT OF EXISTING ROOF PER ARCH'L EXTENT OF EXISTING ROOF TO BE REMOVED AND REPLACED WITH NEW SLOPE PER ARCH'L

(2)- 2x10 (2)- 2x10 2x10

2x10

2x10

ALIGN WITH EXSTING WALL BELOW

INDICATES STUD GANG LOCATION WITH NUMBER OF STUDSREQUIRED. PROVIDE 2 STUDS MINIMUM UNLESS NOTEDOTHERWISE. STUD GANG SHALL BE CONTINUOUS THROUGHDEPTH OF FLOOR USING MATCHING BLOCKING FROM HIGHESTBEAM ELEVATION TO FOUNDATION

-


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DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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ROOF FRAMING PLAN

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ROOF FRAMING PLAN NOTES

1. SEE SHEET S001 FOR GENERAL NOTES.

2. SEE ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN.

3. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATION OF PENETRATIONS NOT INDICATED ON STRUCTURAL DRAWINGS.

4. ALL FRAMING MEMBERS TO BEAR ON TOP OF COLUMNS/WALLS TYP, UNO.

5. INTSALL SIMPSONH2.5A CLIP AT ALL RAFTER BEARING LOCATIONS.

6. ALL ROOF SHEATHING SHALL BE APA RATED EXPOSURE 1 SHEATHING WITH A MINIMUM THICKNESS OF 19/32", DOC PS-1 OR PS-2, WITH A SPAN RATING OF ATLEAST 32/16 NAILED WITH 8d GALVANIZED COMMON NAILS AT 6" OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORTS TYP

3/8" = 1'-0"1ROOF FRAMING PLAN

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SPLICES CTR JT ON STUD

4' - 0" MIN LAP BETWEEN

MID

HE

IGH

T

BLO

CK

IN

HORIZ BLOCKINGUSED AS FIRESTOP

FIN FLR

SEE PLAN

TREATED SILLOR SOLE PLATE

INTERMEDIATE ANCHORAGE, SEE FOUNDATION DETAILS

NAIL SPLICE W/ MIN (6) 16d EASIDE OF JT IN TOP OR BOT PLATE

DBL 2x TOP PLATE

STUDS

1/8" GAP (TYP ALL EDGES)

SPAN

DIRECTION FACE GRAINPERPENDICULAR TO SUPPORT

ROOF TRUSSES/JOISTS AT 24" OC

GALV STEEL 'H' CLIPSALONG PANEL BOUNDARY

DISCONTINUOUS PANEL EDGE

FIELD NAILING

UNBLOCKEDDIAPHRAGM

1. STAGGER JOINTS AS SHOWN2. MIN SIZE OF SHEET SHALL BE 24"x24"3. NAIL EA CORNER OF PANEL & MID-POINT OF FULL SIZE SHEETS PRIOR TO NAILING4. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING5. TOLERANCE ON FASTENING SHALL BE +/- 1" WITH THE AVERAGE NAIL SPACING OVER ANY 48" LENGTH BEING AT LEAST THAT NOTED ON THE PLAN6. SEE DETAIL FOR BLOCK DETAILS AT RIDGES7. SEE WOOD ROOF SHEATHING NOTES ON THE GENERAL NOTES SHEET AND THE PLAN NOTES

ROOF SHEATHING NOTES

FULL HEIGHT KING STUD

ROOF FRAMING AT 24" OC

(2) 2x WOOD PLATEFOR ROOF FRAMING

2x HEADER, SEE SCHEDFOR SIZE

BUILT-UP JAMB, SEE SCHEDULE

TREATED BOT PLATE

INTERMEDIATE ANCHORAGESEE FOUNDATION DETAILS.

FIN FLR

SEE PLAN

SEE ARCH DWGSFOR OPENINGDIMENSIONS

FULL HEIGHT KING STUD

SEE ARCH FOR WINDOW SIZES

ANCHORAGE: SEE SHEARWALL SCHEDULE

MARK MAX SPAN HEADER JACK STUD KING STUD

H1 UP TO 5'-0" (3)-2x10 (1)-2x (3)-2x

• SEE PLAN FOR HEADER ASSIGNMENT AT OPENINGS

BRNG EL

SEE ARCH

F/STUD

2x FASCIA BOARD

EXT GRADE SHEATHING

B/EAVE EL

SEE ARCH. 2x STUDS (SEE PLAN NOTES)

ROOF RAFTERS (SEE PLAN)

E/ROOF

SEE PLAN ROOF SHEATHING PER PLAN

DOUBLE TOP PLATE

UPLIFT TIE (SEE PLAN NOTES)

S501

6

S501

7

ROOF FRAMING PER PLAN

FLOOR JOISTS PER PLAN STAGGERED WITH EXISTING JOISTS PER DETAIL 7/S501

EXISTING FRAMING - TYP

WALL FRAMING PER PLAN

S501

6

S501

8

S501

8

DOUBLE SILL PLATE - TYP

T.O.

SILL PLATE

T.O.

RIDGE

FIE

LD V

ER

IFY

3' -

0"

8'-0

" M

AX

OVERFRAMING BY OTHERS

WALL FRAMING PER PLAN

EXISTING JOIST BEYOND

EXISTING SILL

EXISTING WALL FRAMING

SILL PLATE PER TYP. DETAIL

FLOOR DECK - SEE PLAN

EXISTING JOIST

FLOOR FRAMING PER PLAN

2X BLOCKING BETWEEN FLOOR JOISTS - TYP

EXISTING SILL PLATE AT INTERIOR BEARING WALL

3/4" PLYWOOD MIN

UPPER LANDING

LOWER LANDING

FLOOR JOISTS

(3)-1-3/4"x14" LVL HEADER AT TOP OF STAIR STRINGER. USE FACE MOUNT HANGER AT STRINGER

WOOD STRINGERS PER SCHEDULE

2x WOOD CLEAT AT FLOOR

VA

RIE

S TREAD

11"

MA

X R

ISE

R

7"

UN

CU

T D

EPTH

3/4" = 1'-0"1TYP BEARING STUD WALL ELEV

3/4" = 1'-0"3ROOF SHEATHING ON FRAMING


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ISSUE:

DATE:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

DRAWN FOR:

1Architecture, LLC

1319 E. 6th St.

Tulsa, OK 74120

PH. 918.764.9996

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WOOD FRAMING

DETAILS

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3/4" = 1'-0"2EXTERIOR LINTEL ELEV AT BEARING WALL

3/4" = 1'-0"8PERIMETER WALL DETAIL - RAFTER

1/2" = 1'-0"5TYPICAL SECTION

1" = 1'-0"6FRAMING ON EXISTING EXTERIOR WALL

1 1/2" = 1'-0"7PLAN VIEW - NEW AND EXISTING FRAMING

3/4" = 1'-0"4WOOD STAIRS

WOOD STAIR STRINGER SCHEDULE

MAX SPANSTRINGER SIZE AND

SPACINGMINIMUM UNCUT

DEPTH

5' MAX 2x12 AT 12" OC 5 1/4"

10' MAX 1 3/4"x11 1/4" LVL AT 12" OC 5 1/4"

15' MAX 1 3/4"x14" LVL AT 12" OC 8"

NO. REVISION DATE

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Documents

TROWER RESIDENCE PERMIT SET ALTERATION PERMIT SET