1 Ahern St Lifeguard Tower Renovation permit1'
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LI IF 1E 477
Orman
1 Ahern Street
Atlantic Beach, FL
Architects
SUED FOR PERMIT
ARCHITECT
E
1;
PI
EP
January 24, 2018
IERT NORMAN BRADY ARCHITECTS
51 13TH AVENUE SOUTH, SUITE 230
CKSONVILLE BEACH, FL 32250
)NTACT: WILLIAM EBERT, AIA
I O N E: 904-241-9997
1AIL: WEBERT@ENBARCHITECTS.COM
STRUCTURAL ENGINEER
ATLANTIC ENGINEERING SERVICES
6501 ARLINGTON EXPRESSWAY
BUILDING B, SUITE 201
JACKSONVILLE, FL 32211
CONTACT: MARK KEISTER, PE
PHONE: 904-743-4633
EMAIL: MKEISTER@AESPJ.COM
MEP ENGINEER
SIMES & ROSCH, LLC
3020 HARTLEY RD
JACKSONVILLE, FL 32257
CONTACT: SCOTT ROSCH, PE
PHONE: 904-260-3031
EMAIL: SROSCH@SIMESANDROSCH.COM
DRAWING INDEX
LOCATION
MAP
ISSUE
DATE
REVISION
3RD ST rn
On
GO.1
GENERAL
COVER SHEET
ARCHITECTURAL
FLOOR PLANS - DEMOLITION
FLOOR PLANS - NEW CONSTRUCTION
EXTERIOR ELEVATIONS - DEMO (EAST & SOUTH)
01-24-18
rn
-
-
-
-
A2.1
A2.2
A3.1
n
ATLANTIC
01-24-18
0
C
OCEAN
S
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2ND ST
0
m
EXTERIOR ELEVATIONS - NEW (EAST & SOUTH)
01-24-18
-
-
A3.4
EXTERIOR ELEVATIONS -NEW (NORTH & WEST)
-
D
A4.1
m
01-24-18
1ST ST
-
m
PROJECT
A8.1
DOOR SCHEDULE /WINDOW DETAILS / INTERIOR ELEVATIONS
01-24-18
LOCATION
-
A8.2
WI N DOW DETAI LS
01-24-18
STURDIVANT STAHEFtN
ST
AHERN ST
A1A
ATLANTIC BLVD
S0.1
STRUCTURAL
STRUCTURAL NOTES
-.STRUCTURAL PLANS
ELECTRICAL
ELECTRICAL FLOOR PLANS
LEMON ST
3:
N
01-24-18
01-24-18
-
-
ST
-
-
ORANGE
-
Orman
1 Ahern Street
Atlantic Beach, FL
Architects
SUED FOR PERMIT
ARCHITECT
E
1;
PI
EP
January 24, 2018
IERT NORMAN BRADY ARCHITECTS
51 13TH AVENUE SOUTH, SUITE 230
CKSONVILLE BEACH, FL 32250
)NTACT: WILLIAM EBERT, AIA
I O N E: 904-241-9997
1AIL: WEBERT@ENBARCHITECTS.COM
STRUCTURAL ENGINEER
ATLANTIC ENGINEERING SERVICES
6501 ARLINGTON EXPRESSWAY
BUILDING B, SUITE 201
JACKSONVILLE, FL 32211
CONTACT: MARK KEISTER, PE
PHONE: 904-743-4633
EMAIL: MKEISTER@AESPJ.COM
MEP ENGINEER
SIMES & ROSCH, LLC
3020 HARTLEY RD
JACKSONVILLE, FL 32257
CONTACT: SCOTT ROSCH, PE
PHONE: 904-260-3031
EMAIL: SROSCH@SIMESANDROSCH.COM
DRAWING INDEX
SHEET
NO.
NAME
ISSUE
DATE
REVISION
NO.
DATE
GO.1
GENERAL
COVER SHEET
ARCHITECTURAL
FLOOR PLANS - DEMOLITION
FLOOR PLANS - NEW CONSTRUCTION
EXTERIOR ELEVATIONS - DEMO (EAST & SOUTH)
01-24-18
-
-
-
-
-
A2.1
A2.2
A3.1
01-24-18
01-24-18
-
-
01-24-18
-
A3.2
EXTERIOR ELEVATIONS- DEMO (NORTH & WEST)
01-24-18
-
-
A3.3
EXTERIOR ELEVATIONS - NEW (EAST & SOUTH)
01-24-18
-
-
A3.4
EXTERIOR ELEVATIONS -NEW (NORTH & WEST)
-
A4.1
BUILDING SECTIONS
01-24-18
-
-
A8.1
DOOR SCHEDULE /WINDOW DETAILS / INTERIOR ELEVATIONS
01-24-18
-
-
A8.2
WI N DOW DETAI LS
01-24-18
-
-
S0.1
STRUCTURAL
STRUCTURAL NOTES
-.STRUCTURAL PLANS
ELECTRICAL
ELECTRICAL FLOOR PLANS
01-24-18
01-24-18
-
-
S1:1
-
-
-
01-24-18
-
E1
REMOVE
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ISSUE DATE
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REVISIONS
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ISSUE DATE
01-24-18
REVISIONS
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WALLS. REPLACE METAL CONNECTORS THAT WERE REM VED
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17018
ISSUE DATE
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REVISIONS:
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ISSUE DATE
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PROJECT
PROJECT NO.
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ISSUE DATE
01-24-18
REVISIONS
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ISSUE DATE
01-24-18
REVISIONS
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17018
ISSUE DATE
01-24-18
REVISIONS
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PROJECT
PROJECT NO.
17018
ISSUE DATE
01-24-18
REVISIONS
DRAWN BY:
SJ
SEE ' DUPONT SELF -ADHERED FLASHING
SYSTEMS - INSTALLATION GUIDELINES
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PROJECT NO.
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ISSUE DATE
01-24-18
REVISIONS
DRAWN BY:
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GENERAL NOTES
100. DESIGN CRITERIA
100.1 DESIGN BUILDING CODE
A. FLORIDA BUILDING CODE, 2014
100.2 GRAVITY LOADS:
A. FLOOR LIVE LOADS:
1. ELEVATED FLOORS 50 PSF
2. STAIRS 50 PSF
B. ROOF LIVE LOADS:
1. FLAT ROOF 20 PSF
100.3 LATERAL LOADS:
A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER
GENERAL NOTE 100.1):
1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult = 130 MPH
2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd = 101 MPH
3. RISK CATEGORY = II
4. EXPOSURE CATEGORY = D
5. ENCLOSURE CLASSIFICATION = ENCLOSED INTERNAL PRESSURE
COEFFICIENT (GCpi) = +/-0.18
6. COMPONENTS AND CLADDING PRESSURES: SEE "COMPONENTS
AND CLADDING WIND LOADS" TABLE, AND "COMPONENTS AND
CLADDING WIND PRESSURE DIAGRAM"
110. GENERAL
110.1 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS
INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND
EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS NOT
FURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A REQUEST
FOR INFORMATION TO OBTAIN THE DIMENSION.
110.2 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF STRUCTURAL
COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED ON DRAWINGS.
110.3 THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL EQUIPMENT
UNITS, ETC., TO THE STRUCTURAL ELEMENTS SHALL BE SUBJECT TO THE
ENGINEER'S REVIEW AND APPROVAL.
110.4 UNLESS OTHERWISE INDICATED, STRUCTURAL COMPONENTS SUPPORTING
MECHANICAL EQUIPMENT HAVE NOT BEEN DESIGNED FOR THE VIBRATIONAL
EFFECTS OF THE EQUIPMENT. THE CONTRACTOR SHALL PROVIDE
VIBRATION ISOLATORS FOR ANY MECHANICAL EQUIPMENT MOUNTED TO
THE STRUCTURE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S
RECOMMENDATIONS.
110.5 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS,
ETC., AND SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES,
ADDITIONAL INFORMATION, ETC., BEFORE BEGINNING THE WORK.
110.6 THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF
EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH
A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING
STRUCTURES TO REMAIN. PROVIDE SHORING AS REQUIRED.
110.7 ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE
BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER SHALL ENGAGE
AN EXPERIENCED, QUALIFIED INSPECTION AGENCY, SUBJECT TO THE
REVIEW OF THE ARCHITECT, TO PERFORM ALL INSPECTION WORK, AS
REQUIRED.
120. SHOP DRAWINGS
120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY
ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. SHOP
DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:
A. ENGINEERED WOOD COMPONENTS (GLUED -LAMINATED WOOD
FRAMING, PLYWOOD CHORD FLOOR TRUSSES, ETC.)
B. COLD FORMED METAL FABRICATIONS UTILIZED IN WOOD -TO -WOOD
CONNECTIONS.
120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE
INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED.
SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER
SIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED; MATERIAL
PREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BE
FURNISHED; INFORMATION REGARDING CUTS, COPES, AND HOLES
REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER
DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION
PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION.
120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS SHALL
HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION
CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS,
RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION
OF REVISIONS WILL BE REJECTED WITHOUT REVIEW.
120.4 THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS
IN LIEU OF PRINTED COPIES. ELECTRONIC COPIES SHALL BE SUBMITTED TO
ATLANTIC ENGINEERING SERVICES IN ADOBE ACROBAT FILE FORMAT, WITH
ONE (1) ELECTRONIC FILE PER PACKAGE SUBMISSION. ATLANTIC
ENGINEERING SERVICES WILL PRINT, REVIEW, RE-SCAN THE REVIEWED
SHOP DRAWINGS WITH ALL COMMENTS/NOTATIONS, AND RETURN ONE (1)
ELECTRONIC PACKAGE TO THE ARCHITECT TO PRINT, REVIEW, RE-SCAN,
AND DISTRIBUTE TO THE CONTRACTOR.
120.5 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS
PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR
GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE
CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS
WORK IN A SAFE AND SATISFACTORY MANNER.
610. STRUCTURAL LUMBER
610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH THE
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS -
LATEST EDITION) PUBLISHED BY THE AMERICAN WOOD COUNCIL.
610.2 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM NO. 2 GRADE SOUTHERN
PINE AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM ALLOWABLE
DESIGN STRESSES (NOT INCORPORATING THE SIZE ADJUSTMENT FACTOR
(CF)) AND MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF
19%:
620.7 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE
SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. HOWEVER,
THE ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE
CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED
DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE
FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES.
620.8 PROVIDE ARCHITECTURAL GRADE UNITS WHICH COMPLY WITH THE
"STANDARD APPEARANCE GRADES FOR STRUCTURAL GLUED LAMINATED
TIMBER", AITC 110, OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
620.9 PROVIDE END -COAT SEALING TO END AND CROSS CUTS AFTER CUTTING TO
FINAL LENGTH.
621. STRUCTURAL WOOD PANELS/WOOD SHEATHING
621.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A
CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPAN
RATING REQUIREMENTS. THE CENTER -TO -CENTER SPACING IN INCHES
SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS.
INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE APA.
621.2 PANELS SHALL COMPLY WITH USDOC PS -1 OR PS -2 AND APA PRP -108 AND
SHALL MEET THE FOLLOWING REQUIREMENTS:
A. WALL SHEATHING:
1. MIN. THICKNESS = 1/2"
2. BOND CLASSIFICATION = EXTERIOR
3. GRADE = APA RATED SHEATHING STRUCTURAL I
4. SPAN RATING = AS REQUIRED TO SUIT STUD SPACING
B. ROOF AND FLOOR SHEATHING:
1. MIN. THICKNESS = 1/2"
2. BOND CLASSIFICATION = EXTERIOR
3. GRADE = APA RATED SHEATHING STRUCTURAL I
4. SPAN RATING = AS REQUIRED TO SUIT JOIST/TRUSS SPACING
621.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY EXPOSED TO
THE WI ATHER SHALL BE CLASSED EXTERIOR, EXCEPT OPEN SOFFITS OR
ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BE CLASSED
EXPOSURE 1.
621.4 ALL ROOF PANELS SHALL HAVE THE END JOINTS LOCATED OVER
SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF PANEL
LENGTH FROM ADJACENT PANELS. PROVIDE 1/8" SPACE AT PANEL ENDS
AND EDGES.
621.5 ALL WAIL PANELS SHALL HAVE THE END JOINTS LOCATED OVER
SUPPORTS.
621.6 WALL PANELS LOCATED IN STRUCTURAL SHEAR WALLS WHICH ARE
INSTALLED IN MULTIPLE COURSES (ROWS) SHALL HAVE VERTICAL PANEL
JOINTS STAGGERED ONE HALF THE PANEL LENGTH AND SHALL HAVE THE
FREE EDGES OF THE PANELS BLOCKED BETWEEN THE STUDS WITH 2X4
BLOCKING INSTALLED WITH THE BROAD FACE AGAINST THE FACE OF THE
PANEL. PROVIDE 1/8" SPACE AT PANEL ENDS AND EDGES.
621.7 THE USI OF ORIENTED STRAND BOARD STRUCTURAL PANELS IN FLOOR
CONSTRUCTION IS PROHIBITED UNLESS APPROVED BY THE ARCHITECT.
621.8 ALL ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 10d SPIRAL OR
RING Sl IANK NAILS AT 6" OC AT ZONES 1 AND 2; 4" OC IN ZONE 3.
SHEATI IING SHALL BE NAILED AT ALL ENDS AND INTERMEDIATE SUPPORTS.
REFER 10 COMPONENT AND CLADDING WIND PRESSURE DIAGRAM FOR
LOCATION OF ROOF ZONES.
621.9 ALL WAIL STRUCTURAL PANELS SHALL BE NAILED WITH 10D COMMON
NAILS A 16" ON CENTER AT ALL ENDS, EDGES, AND INTERMEDIATE
SUPPORTS. NAIL SPACING SHALL BE 4" ON CENTER AT CORNER STUDS
621.10 ALL FLOOR STRUCTURAL PANELS SHALL BE NAILED WITH 1 O COMMON
NAILS AT 6" ON CENTER AT ALL ENDS AND EDGES AND AT 6" ON CENTER AT
ALL INTERMEDIATE SUPPORTS
621.11 ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIND UPLIFT
REQUIREMENTS OF NM519 FOR FULLY -WIND -RESISTIVE ROOF ASSEMBLIES
COMPLYING WITH UL CLASS 90 CLASSIFICATION.
<� I
FLAT ROOF AND WALL ZONES
i>
COMPONENTS AND CLADDING DIAGRAM
'a'=3'-0"
TRIBUTARY AREA (SF)
H Fb.(BENDING)
750 PSI
WIND PRESSURES
3
E FV.(SHEAR)
175 PSI
10
C. Fc.(COMPRESSION)
1,250 PSI
+21/-87
D. Ft.(TENSION)
450 PSI
Z
E. E
1,400,000 PSI
610.3
ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICANSOFTWOOD
LUMBER
STANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION
AGENCIES
+20/-108
CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY
-MARK EACH PIECE
OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY
EVIDENCING
+18/-49
COMPLIANCE WITH GRADING RULE REQUIREMENTS.
+18/-65
610.4
STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE
ASTM A36.
+43/-47
CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS
+43/-54
100
METALS FOR REVIEW BY STRUCTURAL ENGINEER.
610.5
ALL BOLTS SHALL BE 5/8" DIAMETER ASTM A307 UNLES
3 NOTED OTHERWISE
WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED.
c
a?
610.6
EXTERIOR STUD WALLS SHALL BE CONTINUOUSLY BRIDGED
AT MID -HEIGHT
WITH WOOD BLOCKING.
610.7
NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES
IN
STRUCTURAL WOOD FRAMING WILL BE PERMITTED WIl
HOUT PRIOR REVIEW
AND APPROVAL OF ENGINEER AND ARCHITECT.
N
LO
610.8
ONE ROW OF BRIDGING SHALL BE PROVIDED AT CENTE
R LINE OF JOIST
SPAN OR AS INDICATED ON THE DRAWINGS.
N
610.9
PRESSURE TREAT WITH WATER -BORNE PRESERVATIVE
S ALL LUMBER FOR
SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOS
ED TO WEATHER OR
Z
EARTH. PRESSURE TREATMENT SHALL COMPLY WITH REQUIREMENTS
OF
AWPA STANDARDS C2 AND LP -22.
610.10
ALL "PARALLAM PSL" LUMBER SHALL BE CONFORM TO
THE MOST CURRENT
SPECIFICATION OF THE AMERICAN PLYWOOD ASSOCIATION
WITH AT LEAST
THE FOLLOWING MINIMUM DESIGN STRESSES:
BEAM ORIENTATION:
N
A. Fb (BENDING)
2,900 PSI
B. Fv (SHEAR)
290 PSI
W
C. E
2,000,000 PSI
D. Fc (COMPRESSION
PARALLEL TO GRAIN)
2,900 PSI
E. Fc (COMPRESSION
PERPENDICULAR TO GRAIN)
750 PSI
F. Ft (TENSION)
2,400 PSI
610.11
ALL MEMBERS SHOWN ON PLAN WITH DESIGNATION "P
L" SHALL BE
PARALLAM PSL MEMBERS. ALL PARALLAM STRUCTURAI
iLUMBER SHALL BE
APA RATED, EXPOSURE I. ALL ADHESIVES SHALL COMPLY
WITH ANSI/AITC
A190.1 "WET -USE" TYPE.
610.12
ALL SIDE LOADED PARALLAM BEAMS OR COLUMNS SHALL
BE SOLID AND
SHALL NOT BE COMPOSED OF MULTIPLE PLIES. TOP LOADED
PARALLAM
BEAMS MAY BE COMPOSED OF MULTIPLE PLIES OF 1 3/4"
THICK MEMBERS
AND SHALL BE NAILED BY MINIMUM OF TWO ROWS OF
6d NAILS AT 12" ON
CENTER AND GLUED TOGETHER WITH AN EXTERIOR TY
PE ADHESIVE.
610.13
ALL PARALLAM BEAM ENDS WHICH FRAME INTO BEAMS
SHALL BE HUNG
WITH HANGERS AS MANUFACTURED BY KANT-SAG OR
TH APPROVED
SUBSTITUTES WITH WORKING LOAD CAPACITIES EQUI
ALENT TO THE "THD"
OR "HDO" SERIES HANGERS.
610.14
PROVIDE END -COAT SEALING TO END AND CROSS CUTS
AFTER CUTTING TO
FINAL LENGTH FOR ALL PARALLAM BEAMS.
610.15
PROVIDE NAILING PATTERN IN COMPLIANCE WITH THE
DESIGN BUILDING
CODE'S RECOMMENDED FASTENING SCHEDULE WHEN
JOINING TWO OR
MORE FRAMING MEMBERS.
610.16
ALL WOOD JOIST OR HEADERS ENDS WHICH FRAME INTO
BEAMS SHALL BE
HUNG WITH THE FOLLOWING JOISTS HANGERS, AS MANUFACTURED
BY
SIMPSON STRONG -TIE COMPANY, INC., OR WITH APPROVED
SUBSTITUTES
WITH THE FOLLOWING WORKING LOAD CAPACITIES.
JOIST SIMPSON LOA
SIZE HANGER CAPACITY
2X6 U26 705
LBS.
2X8 U26 705 L.BS.
2X10 U210 1,17
LBS.
2X12 U210 1,17
LBS.
2-2X6 HU26-2 990 L
BS.
2-2X8 HU28-2 1,30
LBS.
2-2X10 HU210-2 1,66E
LBS.
2-2X12 HU212-2 2,016
LBS
610.17
ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH
DETAILS ARE
SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL.
HOWEVER, THE
ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE
AND THE
CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE
SPECIFIED
DETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR
IS RESPONSIBLE
FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH
HE PROPOSES.
620.
GLU-LAM TIMBER
620.1
ALL STRUCTURAL LUMBER SHALL CONFORM TO THE "S
rANDARD
SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED
TIMBER OF
SOFTWOOD SPECIES", AITC-117, OF THE AMERICAN INSTITUTE
OF TIMBER
CONSTRUCTION AND "STRUCTURAL GLUED LAMINATED
TIMBER", ANSI/AITC A
190.1, LATEST EDITIONS.
620.2
CONTRACTOR SHALL COMPLY WITH PROVISIONS OF AI_'C
111,
"RECOMMENDED PRACTICE FOR PROTECTION OF STR
CTURAL GLUED
LAMINATED TIMBER DURING TRANSIT, STORAGE, AND
RECTION."
620.3
ALL GLU-LAM TIMBER SHALL BE AS A MINIMUM 20F-V3,DF/DF,
DOUG
FIR -LARCH AND SHALL HAVE AT LEAST THE FOLLOWINC
MINIMUM
ALLOWABLE DESIGN STRESSES AND MODULES OF ELASTICITY-.
A. Fb. (BENDING)
2,000 PSI
B. Fv. (SHEAR)
165 PSI
C. Fc. (COMPRESSION)
1,550 PSI
D. Ft. (TENSION)
1,000 PSI
E. E
_j,600,000 PSI
F. Fc. (TENSION FACE)
650 PSI
G. Fc. (COMPRESSION FACE)
560 PSI
620.4
STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE
STM A36.
620.5
Al L BOLTS SHALL BE 3/4" DIAMETER ASTM A307 UNLESS
NOTED OTHERWISE
WITH 2 WASHERS PER BOLT UNLESS NOTED OTHERVA
E.
620.6
AI L ADHESIVES SHALL COMPLY WITH ANSI/AITC A190.1
'WET -USE" TYPE.
620.7 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE
SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. HOWEVER,
THE ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE
CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED
DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE
FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES.
620.8 PROVIDE ARCHITECTURAL GRADE UNITS WHICH COMPLY WITH THE
"STANDARD APPEARANCE GRADES FOR STRUCTURAL GLUED LAMINATED
TIMBER", AITC 110, OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
620.9 PROVIDE END -COAT SEALING TO END AND CROSS CUTS AFTER CUTTING TO
FINAL LENGTH.
621. STRUCTURAL WOOD PANELS/WOOD SHEATHING
621.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A
CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPAN
RATING REQUIREMENTS. THE CENTER -TO -CENTER SPACING IN INCHES
SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS.
INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE APA.
621.2 PANELS SHALL COMPLY WITH USDOC PS -1 OR PS -2 AND APA PRP -108 AND
SHALL MEET THE FOLLOWING REQUIREMENTS:
A. WALL SHEATHING:
1. MIN. THICKNESS = 1/2"
2. BOND CLASSIFICATION = EXTERIOR
3. GRADE = APA RATED SHEATHING STRUCTURAL I
4. SPAN RATING = AS REQUIRED TO SUIT STUD SPACING
B. ROOF AND FLOOR SHEATHING:
1. MIN. THICKNESS = 1/2"
2. BOND CLASSIFICATION = EXTERIOR
3. GRADE = APA RATED SHEATHING STRUCTURAL I
4. SPAN RATING = AS REQUIRED TO SUIT JOIST/TRUSS SPACING
621.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY EXPOSED TO
THE WI ATHER SHALL BE CLASSED EXTERIOR, EXCEPT OPEN SOFFITS OR
ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BE CLASSED
EXPOSURE 1.
621.4 ALL ROOF PANELS SHALL HAVE THE END JOINTS LOCATED OVER
SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF PANEL
LENGTH FROM ADJACENT PANELS. PROVIDE 1/8" SPACE AT PANEL ENDS
AND EDGES.
621.5 ALL WAIL PANELS SHALL HAVE THE END JOINTS LOCATED OVER
SUPPORTS.
621.6 WALL PANELS LOCATED IN STRUCTURAL SHEAR WALLS WHICH ARE
INSTALLED IN MULTIPLE COURSES (ROWS) SHALL HAVE VERTICAL PANEL
JOINTS STAGGERED ONE HALF THE PANEL LENGTH AND SHALL HAVE THE
FREE EDGES OF THE PANELS BLOCKED BETWEEN THE STUDS WITH 2X4
BLOCKING INSTALLED WITH THE BROAD FACE AGAINST THE FACE OF THE
PANEL. PROVIDE 1/8" SPACE AT PANEL ENDS AND EDGES.
621.7 THE USI OF ORIENTED STRAND BOARD STRUCTURAL PANELS IN FLOOR
CONSTRUCTION IS PROHIBITED UNLESS APPROVED BY THE ARCHITECT.
621.8 ALL ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 10d SPIRAL OR
RING Sl IANK NAILS AT 6" OC AT ZONES 1 AND 2; 4" OC IN ZONE 3.
SHEATI IING SHALL BE NAILED AT ALL ENDS AND INTERMEDIATE SUPPORTS.
REFER 10 COMPONENT AND CLADDING WIND PRESSURE DIAGRAM FOR
LOCATION OF ROOF ZONES.
621.9 ALL WAIL STRUCTURAL PANELS SHALL BE NAILED WITH 10D COMMON
NAILS A 16" ON CENTER AT ALL ENDS, EDGES, AND INTERMEDIATE
SUPPORTS. NAIL SPACING SHALL BE 4" ON CENTER AT CORNER STUDS
621.10 ALL FLOOR STRUCTURAL PANELS SHALL BE NAILED WITH 1 O COMMON
NAILS AT 6" ON CENTER AT ALL ENDS AND EDGES AND AT 6" ON CENTER AT
ALL INTERMEDIATE SUPPORTS
621.11 ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIND UPLIFT
REQUIREMENTS OF NM519 FOR FULLY -WIND -RESISTIVE ROOF ASSEMBLIES
COMPLYING WITH UL CLASS 90 CLASSIFICATION.
<� I
FLAT ROOF AND WALL ZONES
i>
COMPONENTS AND CLADDING DIAGRAM
'a'=3'-0"
TRIBUTARY AREA (SF)
COMPONENTS
1
AND CLADDING
ROOF ZONE
2
WIND PRESSURES
3
WALL ZONE
4
5
10
+21/-52
N
0
+21/-87
Q
+21/-130
Z
+47/-51
LL
+47/-63
20
+20/-50
+20/-77
+20/-108
N
N
+45/-49
+45/-59
50
+18/-49
ca
+18/-65
+18/-78
0
U
+43/-47
c
+43/-54
100
+17/-47
+17/-56
�
+17/-56
+40/-44
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+40/-49
NOTES:
1. TABULATED COMPONENT AND CLADDING PRESSURES (Putt) HAVE BEEN
CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDING CODE PER NOTE
100.1 BASED ON ULTIMATE DESIGN WIND SPEED (Vult) PER NOTE 100.3A AND
SHOULD BE USED IN CONJUNCTION WITH ASCE 7-10 LOAD COMBINATIONS.
TABULATED PRESSURES CAN BE CONVERTED TO NOMINAL BY MULTIPLYING BY
0.6.
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
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2X4 SILL PLATE
GX4 SILL PLATE
THIRD FLOOR STUD WALL ELEVATION NORTH AND SOUTH
NOTES:
1. SEE PLAN FOR SHEATHING AND ATTACHMENT
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2. FOR WINDOW OPENINGS PROVIDE DOUBLE 2X AT SILL.
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NOTES:
1. SEE PLAN FOR SHEATHING AND ATTACHMENT
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ELECTRIC SYMBOL LEGEND
STAIRS
SYMBOL
DESCRIPTION
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RECESSED LED CAN LIGHT FIXTURE EQUAL TO COOPER LIGHTING (HL6121CAT-HLM6930-455SC)
16"
SINGLE POLE TOGGLE SWITCH, 20 AMP, 120/277 VOLT, WITH COVER
m
t,M84"
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DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND AND COVER PLATE. NUMBER, IF PROVIDED, REPRESENTS HEI
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HT
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QUADRUPLEX RECEPTACLE, 20A, 120V, WITH GROUND AND COVER PLATE.
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ELECTRICAL NOTES
1. THE ELECTRICAL CONTRACTOR SHALL METER THE SERVICE FEEDER FOR THE BUILDIN
NATIONAL ELECTRICAL CODE 220.87 (SEE EXCEPTION). THE METER SHALL MEASURE T1
HIGHEST AVERAGE DEMAND OVER 15 MINUTE PERIOD. THE MAXIMUM DEMAND AT 125
PERCENT PLUS ANY NEW LOAD SHALL NOT EXCEED AMPACITY OF THE SERVICE FEEDE
THE PANELBOARD BUSSES. IF THE AMPACITY IS EXCEEDED, NOTIFY THE ARCHITECT BI
PROCEEDING.
2. PROVIDE 240V, SINGLE PHASE CIRCUIT, CIRCUIT BREAKER (AIC TO MATCH EXISTING), A
DISCONNECT PER MANUFACTURER'S RECOMMENDATIONS AND THE NATIONAL ELECTR
CODE. CONFIRM VOLTAGE.
3. ELECTRICAL SYMBOLS & NOTES SHOWN FOR COORDINATION ONLY
4. PROVIDE RECEPTACLES ON THIRD FLOOR TO MATCH 2ND FLOOR LAYOUT
5. COORDINATE RECEPTACLES LOCATION WITH MILLWORK FABRICATOR
6. LIGHTING FIXTURES ON THIRD FLOOR TO MATCH TYPE, QUANTITY AND LAYOUT ON 2NE
FLOOR
7. CONFIRM FINAL LAYOUT OF RECEPTACLES WITH OWNER
8. CONFIRM FINAL LOCATION OF CABLE, TELEPHONE, DATA WITH OWNER
3 PER
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JD
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NEW AC UNIT - MATCH EXISTING
3 THIRD FLOOR ELECTRICAL PLAN
E1 SCALE: 1/2" = 1'-0"
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
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IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
1 FIRST FLOOR ELECTRICAL PLAN
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PROJECT NO.
17018
ISSUE DATE
01-24-18
REVISIONS
DRAWN BY:
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ISSUE DATE
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DRAWN BY:
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